














                                  SURVEY CONTROL DATA
                                
                             STATE=GU
                             [OCTOBER  5, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0104 ***********************************************************************
 TW0104  DESIGNATION -  10.9 TRAVERSE
 TW0104  PID         -  TW0104
 TW0104  STATE/COUNTY-  GU/GUAM
 TW0104  USGS QUAD   -  AGANA (1968)
 TW0104
 TW0104                         *CURRENT SURVEY CONTROL
 TW0104  ___________________________________________________________________
 TW0104* NAD 83(1986)-  13 26 16.     (N)    215 12 27.     (W)     SCALED    
 TW0104* GUVD63      -        57.276  (meters)     187.91   (feet)  ADJ UNCH  
 TW0104  ___________________________________________________________________
 TW0104  GEOID HEIGHT-          54.35  (meters)                     EGM96
 TW0104
 TW0104  VERT ORDER  -  FIRST     CLASS II
 TW0104
 TW0104.The horizontal coordinates were scaled from a topographic map and have
 TW0104.an estimated accuracy of +/- 6 seconds.
 TW0104
 TW0104.The orthometric height was key entered from printed documents
 TW0104.and not key verified.
 TW0104
 TW0104.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0104.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0104
 TW0104                          SUPERSEDED SURVEY CONTROL
 TW0104
 TW0104.No superseded survey control is available for this station.
 TW0104
 TW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ609866(NAD 83)
 TW0104_MARKER: DD = SURVEY DISK
 TW0104_SETTING: 0 = UNSPECIFIED SETTING
 TW0104_SP_SET: SET IN A CAST IRON HOUSING
 TW0104_STAMPING: 10.9
 TW0104_MARK LOGO: GUGS  
 TW0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0104
 TW0104  HISTORY     - Date     Condition        Report By
 TW0104  HISTORY     - 1963     MONUMENTED       GUGS
 TW0104  HISTORY     - 1963     GOOD             GUGS
 TW0104
 TW0104                          STATION DESCRIPTION
 TW0104
 TW0104'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0104'NO DESCRIPTION SUMBMITTED.
 TW0104
 TW0104                          STATION RECOVERY (1963)
 TW0104
 TW0104'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0104'FROM THE JUNCTION OF HIGHWAY 10 AND HIGHWAY 4 GO EAST ON HIGHWAY 10
 TW0104'FOR 0.85 MILE.  136 FEET EAST OF THE WEST END OF GUARD RAIL, 90 FEET
 TW0104'WEST OF THE EAST END OF GUARD RAIL.
 TW0104' 
 TW0104'A STANDARD GOV GUAM NET DISK (TRAVERSE) SET IN A CAST IRON FORM WITH
 TW0104'COVER THAT IS FLUSH WITH THE SURFACE OF THE HIGHWAY, AND ON THE CENTER
 TW0104'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4394 ***********************************************************************
 AA4394  TIDAL BM    -  This is a Tidal Bench Mark.
 AA4394  DESIGNATION -  163 0000 TIDAL 11
 AA4394  PID         -  AA4394
 AA4394  STATE/COUNTY-  GU/GUAM
 AA4394  USGS QUAD   -  APRA HARBOR (1975)
 AA4394
 AA4394                         *CURRENT SURVEY CONTROL
 AA4394  ___________________________________________________________________
 AA4394* NAD 83(1993)-  13 26 37.07456(N)    215 20 36.19713(W)     ADJUSTED  
 AA4394* GUVD04      -         1.997  (meters)       6.55   (feet)  ADJUSTED  
 AA4394  ___________________________________________________________________
 AA4394  EPOCH DATE  -        2004.00
 AA4394  X           -  -5,061,048.105 (meters)                     COMP
 AA4394  Y           -   3,589,178.782 (meters)                     COMP
 AA4394  Z           -   1,473,197.192 (meters)                     COMP
 AA4394  ELLIP HEIGHT-          56.23  (meters)          (06/10/05) GPS OBS
 AA4394  GEOID HEIGHT-          54.66  (meters)                     EGM96
 AA4394
 AA4394  HORZ ORDER  -  A
 AA4394  VERT ORDER  -  FIRST     CLASS II
 AA4394  ELLP ORDER  -  THIRD     CLASS II
 AA4394
 AA4394.The horizontal coordinates were established by GPS observations
 AA4394.and adjusted by the National Geodetic Survey in June 2005..
 AA4394.The horizontal coordinates are valid at the epoch date displayed above.
 AA4394.The epoch date for horizontal control is a decimal equivalence
 AA4394.of Year/Month/Day.
 AA4394
 AA4394.The orthometric height was determined by differential leveling
 AA4394.and adjusted by the National Geodetic Survey in May 2005..
 AA4394.No vertical observational check was made to the station.
 AA4394
 AA4394.This Tidal Bench Mark is designated as VM 1688
 AA4394.by the Center for Operational Oceanographic Products and Services.
 AA4394
 AA4394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4394
 AA4394.The ellipsoidal height was determined by GPS observations
 AA4394.and is referenced to NAD 83.
 AA4394
 AA4394.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4394.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4394
 AA4394;                    North         East     Units Scale Factor Converg.
 AA4394;UTM  55      - 1,487,402.936   246,275.223   MT  1.00039642   -0 32 42.4
 AA4394
 AA4394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4394!UTM  55      -   0.99999116  x   1.00039642  =   1.00038757
 AA4394
 AA4394                          SUPERSEDED SURVEY CONTROL
 AA4394
 AA4394  NAD 83(1993)-  13 26 37.08345(N)    215 20 36.17962(W) AD(1993.62) 1
 AA4394  ELLIP H (11/30/94)   56.81   (m)                       GP(1993.62) 5 1
 AA4394
 AA4394.Superseded values are not recommended for survey control.
 AA4394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4394.See file dsdata.txt to determine how the superseded data were derived.
 AA4394
 AA4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4627587403(NAD 83)
 AA4394_MARKER: DB = BENCH MARK DISK
 AA4394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA4394_SP_SET: PIER
 AA4394_STAMPING: TIDAL NO 11
 AA4394_MARK LOGO: CGS   
 AA4394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4394+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AA4394
 AA4394  HISTORY     - Date     Condition        Report By
 AA4394  HISTORY     - 1964     MONUMENTED       CGS
 AA4394  HISTORY     - 19930806 GOOD             NOS
 AA4394  HISTORY     - 20040512 GOOD             GUAMLM
 AA4394
 AA4394                          STATION DESCRIPTION
 AA4394
 AA4394'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4394'THE STATION IS LOCATED ON THE NAVAL STATION ON THE ISLAND OF GUAM,
 AA4394'USA. TO REACH FROM THE INTERSECTION OF ROUTE 1 AND ROUTE 10A IN AGANA,
 AA4394'PROCEED S ON ROUTE 1 FOR 11.8 MI (19.0 KM) TO THE MAIN GATE, PASS
 AA4394'THROUGH THE GATE AND GO 2.3 MI (3.7 KM) TO SAN LUIS RD., TURN RIGHT
 AA4394'AND GO .4 MI (0.6 KM) TO THE END OF PIER AND TIDAL STATION. THE
 AA4394'STATION IS 42 FT (12.8 M) S OF THE NE END OF PIER K, 3 FT (0.9 M) W OF
 AA4394'A STEEL PILING BULKHEAD, AND 1 FT (0.3 M) S OF THE S EDGE OF THE
 AA4394'SIDEWALK ENTRANCE TO TIDE STATION.
 AA4394
 AA4394                          STATION RECOVERY (2004)
 AA4394
 AA4394'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 AA4394'GENERAL STATION LOCATION-  THE STATION IS LOCATED IN THE MUNICIPALITY
 AA4394'OF SANTA RITA.
 AA4394' 
 AA4394'OWNERSHIP- NAVAL STATION.
 AA4394' 
 AA4394'TO REACH NARRATIVE- TO REACH THE STATION FROM INTERSECTION OF ROUTE 1
 AA4394'MARINE DRIVE AND OROTE PT. ROAD GO NORTH ON ROUTE 1 FOR 0.5 MILE, TURN
 AA4394'RIGHT TO THE ENTRANCE OF SUMAY COVE MARINA, GO NORTH 0.5 MILE TO THE
 AA4394'STATION AT THE NORTH END OF WATER FRONT.  THE STATION IS THE TIDAL
 AA4394'GAUGE USED BY NOAA.
 AA4394' 
 AA4394'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.86 M NORTHEAST
 AA4394'FROM THE SOUTHEAST CORNER OF BUILDING WHICH HOUSES NOAA EQUIPMENT. AND
 AA4394'NORTHEAST OF A WOODEN POWER POLE.
 AA4394' 
 AA4394'THE MARK IS A STANDARD USCGS DISK STAMPED--TIDAL NO 11--, SET IN A
 AA4394'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0041 ***********************************************************************
 TW0041  TIDAL BM    -  This is a Tidal Bench Mark.
 TW0041  DESIGNATION -  163 0000 TIDAL 4
 TW0041  PID         -  TW0041
 TW0041  STATE/COUNTY-  GU/GUAM
 TW0041  USGS QUAD   -  APRA HARBOR (1975)
 TW0041
 TW0041                         *CURRENT SURVEY CONTROL
 TW0041  ___________________________________________________________________
 TW0041* NAD 83(1986)-  13 26 31.     (N)    215 20 39.     (W)     SCALED    
 TW0041* GUVD04      -         2.170  (meters)       7.12   (feet)  ADJUSTED  
 TW0041  ___________________________________________________________________
 TW0041  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0041
 TW0041  VERT ORDER  -  FIRST     CLASS II
 TW0041
 TW0041.The horizontal coordinates were scaled from a topographic map and have
 TW0041.an estimated accuracy of +/- 6 seconds.
 TW0041
 TW0041.The orthometric height was determined by differential leveling
 TW0041.and adjusted by the National Geodetic Survey in April 2003..
 TW0041
 TW0041.This Tidal Bench Mark is designated as VM 1684
 TW0041.by the Center for Operational Oceanographic Products and Services.
 TW0041
 TW0041.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0041.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0041
 TW0041                          SUPERSEDED SURVEY CONTROL
 TW0041
 TW0041.No superseded survey control is available for this station.
 TW0041
 TW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ461872(NAD 83)
 TW0041_MARKER: DJ = TIDAL STATION DISK
 TW0041_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TW0041_SP_SET: BOX
 TW0041_STAMPING: TIDAL 4 1949
 TW0041_MARK LOGO: CGS   
 TW0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0041+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 TW0041
 TW0041  HISTORY     - Date     Condition        Report By
 TW0041  HISTORY     - 1949     MONUMENTED       CGS
 TW0041  HISTORY     - 1963     GOOD             CGS
 TW0041  HISTORY     - 20040512 GOOD             GUAMLM
 TW0041  HISTORY     - 20050314 GOOD             NGS
 TW0041
 TW0041                          STATION DESCRIPTION
 TW0041
 TW0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0041'2.1 MILES WEST AND NORTH ALONG HIGHWAY 1 FROM THE MAIN ENTRANCE TO THE
 TW0041'NAVAL STATION, 0.35 MILE EAST ON SAN LUIS ROAD, 26 FEET NORTH OF THE
 TW0041'SOUTH EDGE OF DOCK AREA AND 4 FEET EAST OF A CHAIN FENCE.  THE MARK IS
 TW0041'A STANDARD COAST GEODETIC SURVEY TIDAL BENCH MARK DISK, CEMENTED IN A
 TW0041'DRILL HOLE IN THE CONCRETE CURB WHICH SURROUNDS A MANHOLE.  NOTE--THE
 TW0041'FLEET POST OFFICE HAS BEEN DESTROYED AND THE CONCRETE FOOTINGS STILL
 TW0041'REMAIN.
 TW0041'
 TW0041'FROM JUNE 12, 1963, MEMORANDUM SIGNED BY J.M. SYMONS, CHIEF OF THE
 TW0041'TIDES AND CURRENT BRANCH--BASED ON 13 YEARS, 10 MONTHS (JANUARY
 TW0041'1949-OCTOBER 1962) OF RECORDS, MEAN SEA LEVEL WAS 7.10 FEET (2.1641
 TW0041'METERS) BELOW BENCH MARK 4 (1949) AT APRA HARBOR, GUAM.
 TW0041
 TW0041                          STATION RECOVERY (2004)
 TW0041
 TW0041'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0041'GENERAL STATION LOCATION-  THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0041'OF SANTA RITA.
 TW0041' 
 TW0041'OWNERSHIP-  NAVAL STATION.
 TW0041' 
 TW0041'TO REACH NARRATIVE-  TO REACH THE STATION FROM INTERSECTION OF ROUTE 1
 TW0041'MARINE DRIVE AND OROTE PT.ROAD GO NORTH ON ROUTE 1 FOR 0.5 MILE, TURN
 TW0041'RIGHT TO THE ENTRANCE OF SUMAY COVE MARINA, GO NORTH 0.3 MILE TO THE
 TW0041'STATION ON THE RIGHT SIDE.  THE STATION IS ON A (3.90M X 1.20M)
 TW0041'CONCRETE BOX.
 TW0041' 
 TW0041'MONUMENT DESCRIPTION AND MEASUREMENTS-  THE STATION IS 3.30M EAST OF
 TW0041'CENTERLINE OF A ASPHALT ROAD, 2.20M NORTHEAST FROM THE SOUTHWEST
 TW0041'CORNER OF THE CONCRETE BOX AND 1.40M SOUTHWEST FROM THE NORTHWEST
 TW0041'CORNER OF THE CONCRETE BOX.
 TW0041' 
 TW0041'THE MARK IS A STANDARD USCGS DISK STAMPED--TIDAL NO 4--, SET IN A
 TW0041'CONCRETE PAD.
 TW0041
 TW0041                          STATION RECOVERY (2005)
 TW0041
 TW0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (EEC)
 TW0041'ADJUSTMENT ID=00000473 (GUAM VERTICAL DATUM OF 2004 (GUVD04),
 TW0041'DATUM CODE=GU), SPECIFICALLY FOR THE ISLAND OF GUAM, IN 2005 -
 TW0041'
 TW0041'COMPUTATION OF HEIGHT FOR CONSTRAINT FOLLOWS...
 TW0041'
 TW0041'USING DATA WITH A PUBLICATION DATE OF 04/21/2003 FOR
 TW0041'APRA HARBOR, GUAM,
 TW0041'TIDE STATION 163 0000 BASED ON THE FOLLOWING--
 TW0041'
 TW0041'LENGTH OF SERIES                = 19 YEARS
 TW0041'TIME PERIOD                     = JANUARY 1983 - DECEMBER 2001
 TW0041'TIDAL EPOCH                     = 1983-2001
 TW0041'CONTROL TIDE STATION            =
 TW0041'
 TW0041'BENCH MARK ELEVATION INFORMATION        IN METERS ABOVE
 TW0041'
 TW0041'     STAMPING OR DESIGNATION            MLLW        MHW
 TW0041'
 TW0041'     NO 4 1949                         2.589      1.911
 TW0041'
 TW0041'USING ELEVATIONS OF MEAN HIGH WATER (MHW) AND MEAN SEA LEVEL (MSL)
 TW0041'TIDAL DATUMS REFERRED TO MEAN LOWER LOW WATER (MLLW), IN METERS -
 TW0041'
 TW0041'(MHW - MSL) = 0.678 - 0.419 = 0.259 METER
 TW0041'
 TW0041'(MHW - MSL) + MHW FOR NO 4 1949 = 0.259 + 1.911 = 2.170 METERS
 TW0041'
 TW0041'
 TW0041'THE ORTHOMETRIC HEIGHTS, RESULTING FROM THE 2005 ADJUSTMENT OF THE
 TW0041'2004 LEVELING OBSERVATIONS DONE ON THE ISLAND OF GUAM, WILL BE
 TW0041'COMPUTED BASED ON NORMAL GRAVITY (SEE USC+GS SPECIAL PUBLICATION 240).
 TW0041'NOTE--IF ACTUAL GRAVITY VALUES BECOME AVAILABLE IN GUAM, 'TRUE'
 TW0041'ORTHOMETRIC HEIGHTS MAY BE RECOMPUTED LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0042 ***********************************************************************
 TW0042  TIDAL BM    -  This is a Tidal Bench Mark.
 TW0042  DESIGNATION -  163 0000 TIDAL 5
 TW0042  PID         -  TW0042
 TW0042  STATE/COUNTY-  GU/GUAM
 TW0042  USGS QUAD   -  APRA HARBOR (1975)
 TW0042
 TW0042                         *CURRENT SURVEY CONTROL
 TW0042  ___________________________________________________________________
 TW0042* NAD 83(1986)-  13 26 22.     (N)    215 20 44.     (W)     SCALED    
 TW0042* GUVD63      -         0.599  (meters)       1.97   (feet)  ADJ UNCH  
 TW0042  ___________________________________________________________________
 TW0042  GEOID HEIGHT-          54.65  (meters)                     EGM96
 TW0042
 TW0042  VERT ORDER  -  FIRST     CLASS II
 TW0042
 TW0042.The horizontal coordinates were scaled from a topographic map and have
 TW0042.an estimated accuracy of +/- 6 seconds.
 TW0042
 TW0042.The orthometric height was key entered from printed documents
 TW0042.and not key verified.
 TW0042
 TW0042.This Tidal Bench Mark is designated as VM 1685
 TW0042.by the Center for Operational Oceanographic Products and Services.
 TW0042
 TW0042.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0042.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0042
 TW0042                          SUPERSEDED SURVEY CONTROL
 TW0042
 TW0042.No superseded survey control is available for this station.
 TW0042
 TW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ460869(NAD 83)
 TW0042_MARKER: DJ = TIDAL STATION DISK
 TW0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0042_STAMPING: NO 5 1949
 TW0042_MARK LOGO: NONE  
 TW0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0042
 TW0042  HISTORY     - Date     Condition        Report By
 TW0042  HISTORY     - 1949     MONUMENTED       CGS
 TW0042  HISTORY     - 1963     GOOD             CGS
 TW0042
 TW0042                          STATION DESCRIPTION
 TW0042
 TW0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0042'2.10 MILES WEST AND NORTH ALONG HIGHWAY 1 FROM THE MAIN ENTRANCE TO
 TW0042'THE NAVAL STATION,
 TW0042'0.2 MILE EAST ON SAN LUIS ROAD, 51 FEET NORTHWEST OF THE CENTER OF SAN
 TW0042'LUIS ROAD, 35 FEET
 TW0042'EAST OF THE SOUTHEAST CORNER OF ADMIRAL'S BOAT HOUSE AND 11 FEET WEST
 TW0042'OF THE EAST END
 TW0042'OF A CONCRETE DOCK.  THE MARK IS A STANDARD U.S. COAST GEODETIC SURVEY
 TW0042'TIDAL BENCH
 TW0042'MARK DISK, SET IN A ROUND 5-INCH FLUSH WITH THE CONCRETE DOCK.
 TW0042' 
 TW0042' 
 TW0042' 
 TW0042'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0043 ***********************************************************************
 TW0043  TIDAL BM    -  This is a Tidal Bench Mark.
 TW0043  DESIGNATION -  163 0000 TIDAL 6
 TW0043  PID         -  TW0043
 TW0043  STATE/COUNTY-  GU/GUAM
 TW0043  USGS QUAD   -  APRA HARBOR (1975)
 TW0043
 TW0043                         *CURRENT SURVEY CONTROL
 TW0043  ___________________________________________________________________
 TW0043* NAD 83(1986)-  13 26 20.     (N)    215 20 46.     (W)     SCALED    
 TW0043* GUVD04      -         1.537  (meters)       5.04   (feet)  ADJUSTED  
 TW0043  ___________________________________________________________________
 TW0043  GEOID HEIGHT-          54.64  (meters)                     EGM96
 TW0043
 TW0043  VERT ORDER  -  FIRST     CLASS II
 TW0043
 TW0043.The horizontal coordinates were scaled from a topographic map and have
 TW0043.an estimated accuracy of +/- 6 seconds.
 TW0043
 TW0043.The orthometric height was determined by differential leveling
 TW0043.and adjusted by the National Geodetic Survey in May 2005..
 TW0043.No vertical observational check was made to the station.
 TW0043
 TW0043.This Tidal Bench Mark is designated as VM 1686
 TW0043.by the Center for Operational Oceanographic Products and Services.
 TW0043
 TW0043.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0043.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0043
 TW0043                          SUPERSEDED SURVEY CONTROL
 TW0043
 TW0043.No superseded survey control is available for this station.
 TW0043
 TW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ459868(NAD 83)
 TW0043_MARKER: DJ = TIDAL STATION DISK
 TW0043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0043_SP_SET: HEADWALL
 TW0043_STAMPING: NO 6 1949
 TW0043_MARK LOGO: CGS   
 TW0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0043+STABILITY: SURFACE MOTION
 TW0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0043+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 TW0043
 TW0043  HISTORY     - Date     Condition        Report By
 TW0043  HISTORY     - 1949     MONUMENTED       CGS
 TW0043  HISTORY     - 1963     GOOD             CGS
 TW0043  HISTORY     - 20040512 GOOD             GUAMLM
 TW0043
 TW0043                          STATION DESCRIPTION
 TW0043
 TW0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0043'2.1 MILES WEST AND NORTH ALONG HIGHWAY 1 FRMO THE MAIN ENTRANCE TO THE
 TW0043'NAVAL STATION,
 TW0043'0.05 MILE EAST ON SAN LUIS ROAD, 40 FEET SOUTH OF THE CENTER OF SAN
 TW0043'LUIS ROAD AND 28 FEET
 TW0043'NORTHEAST OF TELEPHONE POLE NO. 2-H-22 6-19-2.  THE MARK IS A STANDARD
 TW0043'U.S. COAST GEODETIC
 TW0043'SURVEY TIDAL BENCH MARK, CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A
 TW0043'CONCRETE CULVERT.
 TW0043' 
 TW0043' 
 TW0043'
 TW0043
 TW0043                          STATION RECOVERY (2004)
 TW0043
 TW0043'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0043'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0043'OF SANTA RITA.
 TW0043' 
 TW0043'OWNERSHIP- NAVAL STATION.
 TW0043' 
 TW0043'TO REACH NARRATIVE-  TO REACH THE STATION FROM INTERSECTION OF ROUTE 1
 TW0043'MARINE DRIVE AND OROTE PT ROAD GO NORTH ON ROUTE 1 FOR 0.5 MILE, TURN
 TW0043'RIGHT TO THE ENTRANCE OF SUMAY COVE MARINA, GO 0.1 MILE TO THE STATION
 TW0043'ON THE RIGHT SIDE.  THE STATION IS ON THE SOUTHEAST CORNER OF A
 TW0043'CONCRETE HEAD WALL.
 TW0043' 
 TW0043'MONUMENT DESCRIPTION AND MEASUREMENTS-  THE STATION IS 10.80M SOUTH OF
 TW0043'CENTERLINE OF A ASPHALT ROAD, 8.20M NORTHEAST OF WOODEN POWER POLE AND
 TW0043'8.20M NORTHEAST OF A BURIED CABLE BOX.
 TW0043' 
 TW0043'THE MARK IS A STANDARD USCGS DISK STAMPED--TIDAL NO 6--, SET IN A
 TW0043'CONCRETE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0044 ***********************************************************************
 TW0044  TIDAL BM    -  This is a Tidal Bench Mark.
 TW0044  DESIGNATION -  163 0000 TIDAL 7
 TW0044  PID         -  TW0044
 TW0044  STATE/COUNTY-  GU/GUAM
 TW0044  USGS QUAD   -  APRA HARBOR (1975)
 TW0044
 TW0044                         *CURRENT SURVEY CONTROL
 TW0044  ___________________________________________________________________
 TW0044* NAD 83(1986)-  13 26 18.     (N)    215 20 49.     (W)     SCALED    
 TW0044* GUVD04      -         2.264  (meters)       7.43   (feet)  ADJUSTED  
 TW0044  ___________________________________________________________________
 TW0044  GEOID HEIGHT-          54.64  (meters)                     EGM96
 TW0044
 TW0044  VERT ORDER  -  FIRST     CLASS II
 TW0044
 TW0044.The horizontal coordinates were scaled from a topographic map and have
 TW0044.an estimated accuracy of +/- 6 seconds.
 TW0044
 TW0044.The orthometric height was determined by differential leveling
 TW0044.and adjusted by the National Geodetic Survey in May 2005..
 TW0044.No vertical observational check was made to the station.
 TW0044
 TW0044.This Tidal Bench Mark is designated as VM 1693
 TW0044.by the Center for Operational Oceanographic Products and Services.
 TW0044
 TW0044.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0044.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0044
 TW0044                          SUPERSEDED SURVEY CONTROL
 TW0044
 TW0044.No superseded survey control is available for this station.
 TW0044
 TW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ458868(NAD 83)
 TW0044_MARKER: B = BOLT
 TW0044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0044_SP_SET: HEADWALL
 TW0044_STAMPING: NO STAMPING
 TW0044_MARK LOGO: CGS   
 TW0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0044+STABILITY: SURFACE MOTION
 TW0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0044+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 TW0044
 TW0044  HISTORY     - Date     Condition        Report By
 TW0044  HISTORY     - 1963     MONUMENTED       CGS
 TW0044  HISTORY     - 1963     GOOD             CGS
 TW0044  HISTORY     - 20041118 GOOD             GUAMLM
 TW0044
 TW0044                          STATION DESCRIPTION
 TW0044
 TW0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0044'2.1 MILES WEST AND NORTH ON HIGHWAY 1 FROM THE MAIN ENTRANCE TO THE
 TW0044'NAVAL STATION, AT
 TW0044'THE JUNCTION OF HIGHWAY 1 (MARINE DRIVE) AND SAN LUIS ROAD, 75 FEET
 TW0044'SOUTH OF THE CENTER
 TW0044'OF SAN LUIS ROAD, 36 FEET WEST OF THE CENTER OF MARINE DRIVE AND 0.8
 TW0044'FOOT SOUTH OF THE
 TW0044'NORTH END OF HEADWALL OF A CONCRETE CULVERT.  THE MARK IS A
 TW0044'HEXAGON-SHAPED BOLT,
 TW0044'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
 TW0044'
 TW0044
 TW0044                          STATION RECOVERY (2004)
 TW0044
 TW0044'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0044'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0044'OF SANTA RITA.
 TW0044' 
 TW0044'OWNERSHIP- NAVAL STATION.
 TW0044' 
 TW0044'TO REACH NARRATIVE- TO REACH THE STATION FROM INTERSECTION OF ROUTE 1
 TW0044'MARINE DRIVE AND OROTE PT ROAD GO NORTH ON ROUTE 1 FOR 0.5 MILE TO THE
 TW0044'STATION ON THE LEFT SIDE.  STATION IS ON THE NORTHWEST CORNER OF A
 TW0044'CONCRETE HEADWALL.
 TW0044' 
 TW0044'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.60M SOUTHWEST
 TW0044'OF CENTERLINE OF ROUTE 1 MARINE DRIVE, 19.60M NORTHEAST OF CONCRETE
 TW0044'POWER POLE (JB-61-5) AND 7.60M SOUTHEAST OF A CONCRETE POST PROJECTING
 TW0044'4.20M ABOVE THE SURFACE WITH THE WORDS INSCRIBED (BURIED CABLE).
 TW0044' 
 TW0044'MARK IS A BRASS BOLT IN CONCRETE, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3105 ***********************************************************************
 DH3105  DESIGNATION -  163 1428 B TIDAL
 DH3105  PID         -  DH3105
 DH3105  STATE/COUNTY-  GU/GUAM
 DH3105  USGS QUAD   -  AGANA (1968)
 DH3105
 DH3105                         *CURRENT SURVEY CONTROL
 DH3105  ___________________________________________________________________
 DH3105* NAD 83(1986)-  13 25 39.     (N)    215 12 05.     (W)     SCALED    
 DH3105* GUVD04      -         2.392  (meters)       7.85   (feet)  ADJUSTED  
 DH3105  ___________________________________________________________________
 DH3105  GEOID HEIGHT-          54.27  (meters)                     EGM96
 DH3105
 DH3105  VERT ORDER  -  FIRST     CLASS II
 DH3105
 DH3105.The horizontal coordinates were scaled from a topographic map and have
 DH3105.an estimated accuracy of +/- 6 seconds.
 DH3105
 DH3105.The orthometric height was determined by differential leveling
 DH3105.and adjusted by the National Geodetic Survey in May 2005..
 DH3105.No vertical observational check was made to the station.
 DH3105
 DH3105.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3105.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3105
 DH3105                          SUPERSEDED SURVEY CONTROL
 DH3105
 DH3105.No superseded survey control is available for this station.
 DH3105
 DH3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ616854(NAD 83)
 DH3105_MARKER: DD = SURVEY DISK
 DH3105_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DH3105_SP_SET: OUTCROP
 DH3105_STAMPING: 1428 B 2004
 DH3105_MARK LOGO: NOS   
 DH3105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3105+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DH3105
 DH3105  HISTORY     - Date     Condition        Report By
 DH3105  HISTORY     - 20040817 MONUMENTED       NOS
 DH3105
 DH3105                          STATION DESCRIPTION
 DH3105
 DH3105'DESCRIBED BY NATIONAL OCEAN SERVICE 2004 (TJT)
 DH3105'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3105'OF MANGILAO.
 DH3105' 
 DH3105'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 10
 DH3105'AND ROUTE 32.  TAKE ROUTE 32 PASS THE CAMPUS OF THE UNIVERSITY OF GUAM
 DH3105'TO A THREE WAY STOP.  CONTINUE STRAIGHT DOWN A STEP HILL TO THE MARINE
 DH3105'LABORATORY BUILDING.
 DH3105' 
 DH3105'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.03 METERS
 DH3105'WEST OF THE SOUTHWEST CORNER OF THE CYCLONE FENCE AROUND THE SUMP,
 DH3105'1.46 METERS SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE SEAWALL AT
 DH3105'THE BOTTOM OF A CONCRETE RAMP BETWEEN THE MARINE LAB AND THE BEACH,
 DH3105'0.61 METERS EAST OF THE WEST FACE OF A LIMESTONE OUTCROP, AND ABOUT
 DH3105'1.37 METERS ABOVE THE HIGH WATER LINE.
 DH3105' 
 DH3105'THE MARK IS A STANDARD NOS BENCH MARK STAMPED--1428 B 2004--, SET IN
 DH3105'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3084 ***********************************************************************
 DH3084  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3084  DESIGNATION -  1C 25
 DH3084  PID         -  DH3084
 DH3084  STATE/COUNTY-  GU/GUAM
 DH3084  USGS QUAD   -  DEDEDO (1975)
 DH3084
 DH3084                         *CURRENT SURVEY CONTROL
 DH3084  ___________________________________________________________________
 DH3084* NAD 83(1993)-  13 38 11.96648(N)    215 08 49.31874(W)     ADJUSTED  
 DH3084* GUVD04      -       157.63   (meters)     517.2    (feet)  GPS OBS   
 DH3084  ___________________________________________________________________
 DH3084  EPOCH DATE  -        2004.00
 DH3084  X           -  -5,069,354.333 (meters)                     COMP
 DH3084  Y           -   3,569,022.289 (meters)                     COMP
 DH3084  Z           -   1,493,996.025 (meters)                     COMP
 DH3084  ELLIP HEIGHT-         212.30  (meters)          (06/10/05) GPS OBS
 DH3084  GEOID HEIGHT-          55.04  (meters)                     EGM96
 DH3084
 DH3084  HORZ ORDER  -  A
 DH3084  ELLP ORDER  -  THIRD     CLASS II
 DH3084
 DH3084.The horizontal coordinates were established by GPS observations
 DH3084.and adjusted by the National Geodetic Survey in June 2005..
 DH3084.The horizontal coordinates are valid at the epoch date displayed above.
 DH3084.The epoch date for horizontal control is a decimal equivalence
 DH3084.of Year/Month/Day.
 DH3084
 DH3084.The orthometric height was determined by GPS observations and a
 DH3084.high-resolution geoid model using precise GPS observation and
 DH3084.processing techniques.
 DH3084
 DH3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3084
 DH3084.The ellipsoidal height was determined by GPS observations
 DH3084.and is referenced to NAD 83.
 DH3084
 DH3084.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3084.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3084
 DH3084;                    North         East     Units Scale Factor Converg.
 DH3084;UTM  55      - 1,508,569.375   267,731.945   MT  1.00026739   -0 30 23.1
 DH3084
 DH3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3084!UTM  55      -   0.99996662  x   1.00026739  =   1.00023400
 DH3084
 DH3084                          SUPERSEDED SURVEY CONTROL
 DH3084
 DH3084.No superseded survey control is available for this station.
 DH3084
 DH3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6773208569(NAD 83)
 DH3084_MARKER: M = AMMO SHELL CASING
 DH3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3084_STAMPING: 1C.25 1944
 DH3084_MARK LOGO: GUAMLM
 DH3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3084+STABILITY: SURFACE MOTION
 DH3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3084+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 DH3084
 DH3084  HISTORY     - Date     Condition        Report By
 DH3084  HISTORY     - 1944     MONUMENTED       USN
 DH3084  HISTORY     - 20040603 GOOD             GUAMLM
 DH3084
 DH3084                          STATION DESCRIPTION
 DH3084
 DH3084'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3084'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3084'OF YIGO.
 DH3084' 
 DH3084'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3084'CORP DRIVE (ROUTE 1) AND ROUTE 3, GO NORTH ON ROUTE 3 FOR 5.0 MILE, GO
 DH3084'LEFT ON ROUTE 3A NORTH FOR 4.4 MILES.  STATION IS IN CENTER OF Y
 DH3084'INTERSECTION.
 DH3084' 
 DH3084'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 17.90M NORTH OF
 DH3084'A CONCRETE BURIED CABLE MARKER 4' IN HEIGHT AND 27.30M SOUTHWEST FROM
 DH3084'A CONCRETE POWER POLE (III 33-45) AND WEST OF A NAVAL FACILITY TANK
 DH3084'825.
 DH3084' 
 DH3084'THE MARK IS A STANDARD 40MM SHELL CASING STAMPED--1C.25 1944--, SET IN
 DH3084'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0134 ***********************************************************************
 TW0134  DESIGNATION -  2 11 USN
 TW0134  PID         -  TW0134
 TW0134  STATE/COUNTY-  GU/GUAM
 TW0134  USGS QUAD   -  AGAT (1975)
 TW0134
 TW0134                         *CURRENT SURVEY CONTROL
 TW0134  ___________________________________________________________________
 TW0134* NAD 83(1986)-  13 24 13.     (N)    215 20 12.     (W)     SCALED    
 TW0134* GUVD63      -         1.921  (meters)       6.30   (feet)  ADJ UNCH  
 TW0134  ___________________________________________________________________
 TW0134  GEOID HEIGHT-          54.46  (meters)                     EGM96
 TW0134
 TW0134  VERT ORDER  -  FIRST     CLASS II
 TW0134
 TW0134.The horizontal coordinates were scaled from a topographic map and have
 TW0134.an estimated accuracy of +/- 6 seconds.
 TW0134
 TW0134.The orthometric height was key entered from printed documents
 TW0134.and not key verified.
 TW0134
 TW0134.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0134.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0134
 TW0134                          SUPERSEDED SURVEY CONTROL
 TW0134
 TW0134.No superseded survey control is available for this station.
 TW0134
 TW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ469829(NAD 83)
 TW0134_MARKER: Z = SEE DESCRIPTION
 TW0134_SETTING: 0 = UNSPECIFIED SETTING
 TW0134_STAMPING: 2 11
 TW0134_MARK LOGO: GUGS  
 TW0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0134
 TW0134  HISTORY     - Date     Condition        Report By
 TW0134  HISTORY     - 1963     MONUMENTED       GUGS
 TW0134  HISTORY     - 1963     GOOD             GUGS
 TW0134
 TW0134                          STATION DESCRIPTION
 TW0134
 TW0134'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0134'NO DESCRIPTION SUMBMITTED.
 TW0134
 TW0134                          STATION RECOVERY (1963)
 TW0134
 TW0134'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0134'1.2 MILES NORTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN AGAT, AT THE
 TW0134'JUNCTION OF HIGHWAYS 2 AND 2A, 23 FEET WEST OF THE CENTER OF HIGHWAY
 TW0134'2, 23 FEET NORTH OF POWER POLE NO A 42-51 1955, AND 13 FEET EAST OF A
 TW0134'2 INCH IRON PIPE WHICH PROJECTS 4 FEET.
 TW0134' 
 TW0134'TEH MARK IS A COPPER PLATE WITH A CROSS, SET IN A CONCRETE POST 10
 TW0134'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0085 ***********************************************************************
 TW0085  DESIGNATION -  3 24 USN
 TW0085  PID         -  TW0085
 TW0085  STATE/COUNTY-  GU/GUAM
 TW0085  USGS QUAD   -  DEDEDO (1975)
 TW0085
 TW0085                         *CURRENT SURVEY CONTROL
 TW0085  ___________________________________________________________________
 TW0085* NAD 83(1986)-  13 31 48.     (N)    215 10 26.     (W)     SCALED    
 TW0085* GUVD63      -        85.038  (meters)     279.00   (feet)  ADJ UNCH  
 TW0085  ___________________________________________________________________
 TW0085  GEOID HEIGHT-          54.75  (meters)                     EGM96
 TW0085
 TW0085  VERT ORDER  -  FIRST     CLASS II
 TW0085
 TW0085.The horizontal coordinates were scaled from a topographic map and have
 TW0085.an estimated accuracy of +/- 6 seconds.
 TW0085
 TW0085.The orthometric height was key entered from printed documents
 TW0085.and not key verified.
 TW0085
 TW0085.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0085.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0085
 TW0085                          SUPERSEDED SURVEY CONTROL
 TW0085
 TW0085.No superseded survey control is available for this station.
 TW0085
 TW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ647967(NAD 83)
 TW0085_MARKER: Z = SEE DESCRIPTION
 TW0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0085_STAMPING: 3 24
 TW0085_MARK LOGO: NONE  
 TW0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0085+STABILITY: SURFACE MOTION
 TW0085
 TW0085  HISTORY     - Date     Condition        Report By
 TW0085  HISTORY     - 1963     MONUMENTED       USN
 TW0085  HISTORY     - 1963     GOOD             USN
 TW0085
 TW0085                          STATION DESCRIPTION
 TW0085
 TW0085'DESCRIBED BY US NAVY 1963
 TW0085'NO DESCRIPTION SUMBMITTED.
 TW0085
 TW0085                          STATION RECOVERY (1963)
 TW0085
 TW0085'RECOVERY NOTE BY US NAVY 1963
 TW0085'0.45 MILE NORTH ALONG HIGHWAY 3 FROM WETTENGEL JUNCTION, 65 FEET WEST
 TW0085'OF THE CENTER OF THE HIGHWAY, 1.5 FEET EAST OF THE EAST END OF A
 TW0085'CONCRETE SLAB.
 TW0085' 
 TW0085'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 2 INCHES
 TW0085'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0086 ***********************************************************************
 TW0086  DESIGNATION -  3 27 USN
 TW0086  PID         -  TW0086
 TW0086  STATE/COUNTY-  GU/GUAM
 TW0086  USGS QUAD   -  DEDEDO (1975)
 TW0086
 TW0086                         *CURRENT SURVEY CONTROL
 TW0086  ___________________________________________________________________
 TW0086* NAD 83(1986)-  13 32 10.     (N)    215 10 16.     (W)     SCALED    
 TW0086* GUVD63      -        93.611  (meters)     307.12   (feet)  ADJ UNCH  
 TW0086  ___________________________________________________________________
 TW0086  GEOID HEIGHT-          54.77  (meters)                     EGM96
 TW0086
 TW0086  VERT ORDER  -  FIRST     CLASS II
 TW0086
 TW0086.The horizontal coordinates were scaled from a topographic map and have
 TW0086.an estimated accuracy of +/- 6 seconds.
 TW0086
 TW0086.The orthometric height was key entered from printed documents
 TW0086.and not key verified.
 TW0086
 TW0086.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0086.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0086
 TW0086                          SUPERSEDED SURVEY CONTROL
 TW0086
 TW0086.No superseded survey control is available for this station.
 TW0086
 TW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ650974(NAD 83)
 TW0086_MARKER: Z = SEE DESCRIPTION
 TW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0086_STAMPING: 3 27
 TW0086_MARK LOGO: NONE  
 TW0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0086+STABILITY: SURFACE MOTION
 TW0086
 TW0086  HISTORY     - Date     Condition        Report By
 TW0086  HISTORY     - 1963     MONUMENTED       USN
 TW0086  HISTORY     - 1963     GOOD             USN
 TW0086
 TW0086                          STATION DESCRIPTION
 TW0086
 TW0086'DESCRIBED BY US NAVY 1963
 TW0086'NO DESCRIPTION SUMBMITTED.
 TW0086
 TW0086                          STATION RECOVERY (1963)
 TW0086
 TW0086'RECOVERY NOTE BY US NAVY 1963
 TW0086'0.9 MILE NORTH ALONG HIGHWAY 3 FROM WETTENGEL JUNCTION, 16 FEET
 TW0086'NORTHWEST OF THE CENTER OF THE HIGHWAY, 57 FEET SOUTH OF A POWER LINE
 TW0086'GUY POLE AND 1 FOOT SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE SLAB.
 TW0086'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 4 INCHES
 TW0086'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0087 ***********************************************************************
 TW0087  DESIGNATION -  3 30 USN
 TW0087  PID         -  TW0087
 TW0087  STATE/COUNTY-  GU/GUAM
 TW0087  USGS QUAD   -  DEDEDO (1975)
 TW0087
 TW0087                         *CURRENT SURVEY CONTROL
 TW0087  ___________________________________________________________________
 TW0087* NAD 83(1986)-  13 32 29.     (N)    215 10 01.     (W)     SCALED    
 TW0087* GUVD63      -       101.104  (meters)     331.71   (feet)  ADJ UNCH  
 TW0087  ___________________________________________________________________
 TW0087  GEOID HEIGHT-          54.78  (meters)                     EGM96
 TW0087
 TW0087  VERT ORDER  -  FIRST     CLASS II
 TW0087
 TW0087.The horizontal coordinates were scaled from a topographic map and have
 TW0087.an estimated accuracy of +/- 6 seconds.
 TW0087
 TW0087.The orthometric height was key entered from printed documents
 TW0087.and not key verified.
 TW0087
 TW0087.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0087.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0087
 TW0087                          SUPERSEDED SURVEY CONTROL
 TW0087
 TW0087.No superseded survey control is available for this station.
 TW0087
 TW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ654980(NAD 83)
 TW0087_MARKER: Z = SEE DESCRIPTION
 TW0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0087_STAMPING: 3 30
 TW0087_MARK LOGO: NONE  
 TW0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0087+STABILITY: SURFACE MOTION
 TW0087
 TW0087  HISTORY     - Date     Condition        Report By
 TW0087  HISTORY     - 1963     MONUMENTED       USN
 TW0087  HISTORY     - 1963     GOOD             USN
 TW0087
 TW0087                          STATION DESCRIPTION
 TW0087
 TW0087'DESCRIBED BY US NAVY 1963
 TW0087'NO DESCRIPTION SUMBMITTED.
 TW0087
 TW0087                          STATION RECOVERY (1963)
 TW0087
 TW0087'RECOVERY NOTE BY US NAVY 1963
 TW0087'1.35 MILES NORTH ALONG HIGHWAY 3 FROM WETTENGEL JUNCTION, 17 FEET
 TW0087'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT SOUTHWEST OF
 TW0087'THE SOUTHWEST EDGE OF A CONCRETE SLAB.
 TW0087' 
 TW0087'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 4 INCHES
 TW0087'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0088 ***********************************************************************
 TW0088  DESIGNATION -  3 33 USN
 TW0088  PID         -  TW0088
 TW0088  STATE/COUNTY-  GU/GUAM
 TW0088  USGS QUAD   -  
 TW0088
 TW0088                         *CURRENT SURVEY CONTROL
 TW0088  ___________________________________________________________________
 TW0088* NAD 83(1986)-  13 32 56.     (N)    215 09 51.     (W)     SCALED    
 TW0088* GUVD63      -       113.218  (meters)     371.45   (feet)  ADJ UNCH  
 TW0088  ___________________________________________________________________
 TW0088  GEOID HEIGHT-          54.80  (meters)                     EGM96
 TW0088
 TW0088  VERT ORDER  -  FIRST     CLASS II
 TW0088
 TW0088.The horizontal coordinates were scaled from a topographic map and have
 TW0088.an estimated accuracy of +/- 6 seconds.
 TW0088
 TW0088.The orthometric height was key entered from printed documents
 TW0088.and not key verified.
 TW0088
 TW0088.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0088.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0088
 TW0088                          SUPERSEDED SURVEY CONTROL
 TW0088
 TW0088.No superseded survey control is available for this station.
 TW0088
 TW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ657988(NAD 83)
 TW0088_MARKER: Z = SEE DESCRIPTION
 TW0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0088_STAMPING: 3 33
 TW0088_MARK LOGO: NONE  
 TW0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0088+STABILITY: SURFACE MOTION
 TW0088
 TW0088  HISTORY     - Date     Condition        Report By
 TW0088  HISTORY     - 1963     MONUMENTED       USN
 TW0088  HISTORY     - 1963     GOOD             USN
 TW0088
 TW0088                          STATION DESCRIPTION
 TW0088
 TW0088'DESCRIBED BY US NAVY 1963
 TW0088'NO DESCRIPTION SUMBMITTED.
 TW0088
 TW0088                          STATION RECOVERY (1963)
 TW0088
 TW0088'RECOVERY NOTE BY US NAVY 1963
 TW0088'1.95 MILES NORTH ALONG HIGHWAY 3 FROM WETTENGEL JUNCTION, 16 FEET
 TW0088'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHEAST OF A
 TW0088'PAVED SIDE ROAD 2 FEET NORTHEAST OF A CONCRETE SLAB.
 TW0088' 
 TW0088'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 4 INCHES
 TW0088'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0089 ***********************************************************************
 TW0089  DESIGNATION -  3 37 USN
 TW0089  PID         -  TW0089
 TW0089  STATE/COUNTY-  GU/GUAM
 TW0089  USGS QUAD   -  
 TW0089
 TW0089                         *CURRENT SURVEY CONTROL
 TW0089  ___________________________________________________________________
 TW0089* NAD 83(1986)-  13 33 26.     (N)    215 09 34.     (W)     SCALED    
 TW0089* GUVD63      -       108.019  (meters)     354.39   (feet)  ADJ UNCH  
 TW0089  ___________________________________________________________________
 TW0089  GEOID HEIGHT-          54.82  (meters)                     EGM96
 TW0089
 TW0089  VERT ORDER  -  FIRST     CLASS II
 TW0089
 TW0089.The horizontal coordinates were scaled from a topographic map and have
 TW0089.an estimated accuracy of +/- 6 seconds.
 TW0089
 TW0089.The orthometric height was key entered from printed documents
 TW0089.and not key verified.
 TW0089
 TW0089.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0089.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0089
 TW0089                          SUPERSEDED SURVEY CONTROL
 TW0089
 TW0089.No superseded survey control is available for this station.
 TW0089
 TW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ663997(NAD 83)
 TW0089_MARKER: Z = SEE DESCRIPTION
 TW0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0089_STAMPING: 3 37
 TW0089_MARK LOGO: NONE  
 TW0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0089+STABILITY: SURFACE MOTION
 TW0089
 TW0089  HISTORY     - Date     Condition        Report By
 TW0089  HISTORY     - 1963     MONUMENTED       USN
 TW0089  HISTORY     - 1963     GOOD             USN
 TW0089
 TW0089                          STATION DESCRIPTION
 TW0089
 TW0089'DESCRIBED BY US NAVY 1963
 TW0089'NO DESCRIPTION SUMBMITTED.
 TW0089
 TW0089                          STATION RECOVERY (1963)
 TW0089
 TW0089'RECOVERY NOTE BY US NAVY 1963
 TW0089'2.35 MILES NORTH ALONG HIGHWAY 3 FROM WETTENGEL JUNCTION, 16 FEET
 TW0089'NORTHWEST OF THE CENTER OF HIGHWAY 3, 16 FEET SOUTHEAST OF A 2-INCH
 TW0089'PIPE WHICH PROJECTS 4 FEET AND 1 FOOT SOUTHWEST OF A CONCRETE SLAB.
 TW0089' 
 TW0089'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 4 INCHES
 TW0089'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0090 ***********************************************************************
 TW0090  DESIGNATION -  3 43 USN
 TW0090  PID         -  TW0090
 TW0090  STATE/COUNTY-  GU/GUAM
 TW0090  USGS QUAD   -  
 TW0090
 TW0090                         *CURRENT SURVEY CONTROL
 TW0090  ___________________________________________________________________
 TW0090* NAD 83(1986)-  13 34 56.     (N)    215 08 39.     (W)     SCALED    
 TW0090* GUVD63      -       140.994  (meters)     462.58   (feet)  ADJ UNCH  
 TW0090  ___________________________________________________________________
 TW0090  GEOID HEIGHT-          54.87  (meters)                     EGM96
 TW0090
 TW0090  VERT ORDER  -  FIRST     CLASS II
 TW0090
 TW0090.The horizontal coordinates were scaled from a topographic map and have
 TW0090.an estimated accuracy of +/- 6 seconds.
 TW0090
 TW0090.The orthometric height was key entered from printed documents
 TW0090.and not key verified.
 TW0090
 TW0090.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0090.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0090
 TW0090                          SUPERSEDED SURVEY CONTROL
 TW0090
 TW0090.No superseded survey control is available for this station.
 TW0090
 TW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR679025(NAD 83)
 TW0090_MARKER: Z = SEE DESCRIPTION
 TW0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0090_STAMPING: 3 43
 TW0090_MARK LOGO: NONE  
 TW0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0090+STABILITY: SURFACE MOTION
 TW0090
 TW0090  HISTORY     - Date     Condition        Report By
 TW0090  HISTORY     - 1963     MONUMENTED       USN
 TW0090  HISTORY     - 1963     GOOD             USN
 TW0090
 TW0090                          STATION DESCRIPTION
 TW0090
 TW0090'DESCRIBED BY US NAVY 1963
 TW0090'NO DESCRIPTION SUMBMITTED.
 TW0090
 TW0090                          STATION RECOVERY (1963)
 TW0090
 TW0090'RECOVERY NOTE BY US NAVY 1963
 TW0090'4.25 MILES NORTH AND EAST ALONG HIGHWAY 3 FROM WETTENGEL JUNCTION,
 TW0090'33.5 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND 200 FEET
 TW0090'NORTHEAST OF THE CENTER OF A PAVED SIDE ROAD WEST.
 TW0090' 
 TW0090'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST WHICH
 TW0090'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0106 ***********************************************************************
 TW0106  DESIGNATION -  4 NO 1
 TW0106  PID         -  TW0106
 TW0106  STATE/COUNTY-  GU/GUAM
 TW0106  USGS QUAD   -  TALOFOFO (1975)
 TW0106
 TW0106                         *CURRENT SURVEY CONTROL
 TW0106  ___________________________________________________________________
 TW0106* NAD 83(1986)-  13 24 55.     (N)    215 13 04.     (W)     SCALED    
 TW0106* GUVD63      -        59.772  (meters)     196.10   (feet)  ADJ UNCH  
 TW0106  ___________________________________________________________________
 TW0106  GEOID HEIGHT-          54.24  (meters)                     EGM96
 TW0106
 TW0106  VERT ORDER  -  FIRST     CLASS II
 TW0106
 TW0106.The horizontal coordinates were scaled from a topographic map and have
 TW0106.an estimated accuracy of +/- 6 seconds.
 TW0106
 TW0106.The orthometric height was key entered from printed documents
 TW0106.and not key verified.
 TW0106
 TW0106.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0106.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0106
 TW0106                          SUPERSEDED SURVEY CONTROL
 TW0106
 TW0106.No superseded survey control is available for this station.
 TW0106
 TW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ598841(NAD 83)
 TW0106_MARKER: DD = SURVEY DISK
 TW0106_SETTING: 0 = UNSPECIFIED SETTING
 TW0106_SP_SET: SET IN A CAST IRON HOUSING
 TW0106_STAMPING: 4
 TW0106_MARK LOGO: GUGS  
 TW0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0106
 TW0106  HISTORY     - Date     Condition        Report By
 TW0106  HISTORY     - 1963     MONUMENTED       GUGS
 TW0106  HISTORY     - 1963     GOOD             GUGS
 TW0106
 TW0106                          STATION DESCRIPTION
 TW0106
 TW0106'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0106'NO DESCRIPTION SUMBMITTED.
 TW0106
 TW0106                          STATION RECOVERY (1963)
 TW0106
 TW0106'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0106'FROM YONA GO EAST ON HIGHWAY 4 FOR 0.7 MILE, 9 FEET SOUTHWEST OF
 TW0106'CENTER OF HIGHWAY 4, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF HIGHWAY
 TW0106'4.
 TW0106' 
 TW0106'A STANDARD GOV GUAM NET DISK (TRAVERSE) SET IN A CAST IRON FORM SET
 TW0106'FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0107 ***********************************************************************
 TW0107  DESIGNATION -  4 NO 2
 TW0107  PID         -  TW0107
 TW0107  STATE/COUNTY-  GU/GUAM
 TW0107  USGS QUAD   -  TALOFOFO (1975)
 TW0107
 TW0107                         *CURRENT SURVEY CONTROL
 TW0107  ___________________________________________________________________
 TW0107* NAD 83(1986)-  13 24 47.     (N)    215 13 13.     (W)     SCALED    
 TW0107* GUVD63      -        81.422  (meters)     267.13   (feet)  ADJ UNCH  
 TW0107  ___________________________________________________________________
 TW0107  GEOID HEIGHT-          54.23  (meters)                     EGM96
 TW0107
 TW0107  VERT ORDER  -  FIRST     CLASS II
 TW0107
 TW0107.The horizontal coordinates were scaled from a topographic map and have
 TW0107.an estimated accuracy of +/- 6 seconds.
 TW0107
 TW0107.The orthometric height was key entered from printed documents
 TW0107.and not key verified.
 TW0107
 TW0107.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0107.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0107
 TW0107                          SUPERSEDED SURVEY CONTROL
 TW0107
 TW0107.No superseded survey control is available for this station.
 TW0107
 TW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ595838(NAD 83)
 TW0107_MARKER: DD = SURVEY DISK
 TW0107_SETTING: 0 = UNSPECIFIED SETTING
 TW0107_SP_SET: SET INTO A CAST IRON HOUSING
 TW0107_STAMPING: 4
 TW0107_MARK LOGO: GUGS  
 TW0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0107
 TW0107  HISTORY     - Date     Condition        Report By
 TW0107  HISTORY     - 1963     MONUMENTED       GUGS
 TW0107  HISTORY     - 1963     GOOD             GUGS
 TW0107
 TW0107                          STATION DESCRIPTION
 TW0107
 TW0107'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0107'NO DESCRIPTION SUMBMITTED.
 TW0107
 TW0107                          STATION RECOVERY (1963)
 TW0107
 TW0107'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0107'.25 MILES EAST ALONG HIGHWAY 4 FROM THE CATHOLIC CHURCH IN YONA, 9
 TW0107'FEET NORTH OF THE CENTER OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH
 TW0107'EDGE OF THE HIGHWAY, 20 FEET SOUTHEAST OF A GRAVEL ROAD AND 18 FEET
 TW0107'SOUTH OF A POWER POLE.
 TW0107' 
 TW0107'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0107'FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0108 ***********************************************************************
 TW0108  DESIGNATION -  4 NO 3
 TW0108  PID         -  TW0108
 TW0108  STATE/COUNTY-  GU/GUAM
 TW0108  USGS QUAD   -  TALOFOFO (1975)
 TW0108
 TW0108                         *CURRENT SURVEY CONTROL
 TW0108  ___________________________________________________________________
 TW0108* NAD 83(1986)-  13 24 37.     (N)    215 13 22.     (W)     SCALED    
 TW0108* GUVD63      -        88.350  (meters)     289.86   (feet)  ADJ UNCH  
 TW0108  ___________________________________________________________________
 TW0108  GEOID HEIGHT-          54.22  (meters)                     EGM96
 TW0108
 TW0108  VERT ORDER  -  FIRST     CLASS II
 TW0108
 TW0108.The horizontal coordinates were scaled from a topographic map and have
 TW0108.an estimated accuracy of +/- 6 seconds.
 TW0108
 TW0108.The orthometric height was key entered from printed documents
 TW0108.and not key verified.
 TW0108
 TW0108.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0108.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0108
 TW0108                          SUPERSEDED SURVEY CONTROL
 TW0108
 TW0108.No superseded survey control is available for this station.
 TW0108
 TW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ593835(NAD 83)
 TW0108_MARKER: DD = SURVEY DISK
 TW0108_SETTING: 0 = UNSPECIFIED SETTING
 TW0108_SP_SET: SET INTO A CAST IRON HOUSING
 TW0108_STAMPING: 4
 TW0108_MARK LOGO: GUGS  
 TW0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0108
 TW0108  HISTORY     - Date     Condition        Report By
 TW0108  HISTORY     - 1963     MONUMENTED       GUGS
 TW0108  HISTORY     - 1963     GOOD             GUGS
 TW0108
 TW0108                          STATION DESCRIPTION
 TW0108
 TW0108'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0108'NO DESCRIPTION SUMBMITTED.
 TW0108
 TW0108                          STATION RECOVERY (1963)
 TW0108
 TW0108'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0108'IN THE VILLAGE OF YONA, 150 FEET NORTHEAST OF THE MOST EASTERLY ONE OF
 TW0108'THREE CHURCH BUILDINGS, AND IN THE CENTER OF HIGHWAY 4.
 TW0108' 
 TW0108'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN CAST IRON HOUSING
 TW0108'FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0111 ***********************************************************************
 TW0111  DESIGNATION -  4 NO 4
 TW0111  PID         -  TW0111
 TW0111  STATE/COUNTY-  GU/GUAM
 TW0111  USGS QUAD   -  TALOFOFO (1975)
 TW0111
 TW0111                         *CURRENT SURVEY CONTROL
 TW0111  ___________________________________________________________________
 TW0111* NAD 83(1986)-  13 22 51.     (N)    215 13 39.     (W)     SCALED    
 TW0111* GUVD63      -         8.676  (meters)      28.46   (feet)  ADJ UNCH  
 TW0111  ___________________________________________________________________
 TW0111  GEOID HEIGHT-          54.02  (meters)                     EGM96
 TW0111
 TW0111  VERT ORDER  -  FIRST     CLASS II
 TW0111
 TW0111.The horizontal coordinates were scaled from a topographic map and have
 TW0111.an estimated accuracy of +/- 6 seconds.
 TW0111
 TW0111.The orthometric height was key entered from printed documents
 TW0111.and not key verified.
 TW0111
 TW0111.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0111.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0111
 TW0111                          SUPERSEDED SURVEY CONTROL
 TW0111
 TW0111.No superseded survey control is available for this station.
 TW0111
 TW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ587803(NAD 83)
 TW0111_MARKER: DD = SURVEY DISK
 TW0111_SETTING: 0 = UNSPECIFIED SETTING
 TW0111_SP_SET: SET IN TO CAST IRON HOUSING
 TW0111_STAMPING: 4 NO 4
 TW0111_MARK LOGO: GUGS  
 TW0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0111
 TW0111  HISTORY     - Date     Condition        Report By
 TW0111  HISTORY     - 1963     MONUMENTED       GUGS
 TW0111  HISTORY     - 1963     GOOD             GUGS
 TW0111
 TW0111                          STATION DESCRIPTION
 TW0111
 TW0111'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0111'NO DESCRIPTION SUMBMITTED.
 TW0111
 TW0111                          STATION RECOVERY (1963)
 TW0111
 TW0111'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0111'2.6 MILES SOUTH ALONG HIGHWAY 4 FROM THE LARGE GREEN CHURCH IN YONA,
 TW0111'ON THE CENTER LINE OF THE HIGHWAY.
 TW0111' 
 TW0111'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0111'FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0064 ***********************************************************************
 TW0064  DESIGNATION -  4.12
 TW0064  PID         -  TW0064
 TW0064  STATE/COUNTY-  GU/GUAM
 TW0064  USGS QUAD   -  AGANA (1968)
 TW0064
 TW0064                         *CURRENT SURVEY CONTROL
 TW0064  ___________________________________________________________________
 TW0064* NAD 83(1986)-  13 26 37.     (N)    215 13 55.     (W)     SCALED    
 TW0064* GUVD63      -        45.793  (meters)     150.24   (feet)  ADJ UNCH  
 TW0064  ___________________________________________________________________
 TW0064  GEOID HEIGHT-          54.46  (meters)                     EGM96
 TW0064
 TW0064  VERT ORDER  -  FIRST     CLASS II
 TW0064
 TW0064.The horizontal coordinates were scaled from a topographic map and have
 TW0064.an estimated accuracy of +/- 6 seconds.
 TW0064
 TW0064.The orthometric height was key entered from printed documents
 TW0064.and not key verified.
 TW0064
 TW0064.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0064.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0064
 TW0064                          SUPERSEDED SURVEY CONTROL
 TW0064
 TW0064.No superseded survey control is available for this station.
 TW0064
 TW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ583872(NAD 83)
 TW0064_MARKER: DD = SURVEY DISK
 TW0064_SETTING: 0 = UNSPECIFIED SETTING
 TW0064_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0064_STAMPING: 4.12
 TW0064_MARK LOGO: GUGS  
 TW0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0064
 TW0064  HISTORY     - Date     Condition        Report By
 TW0064  HISTORY     - 1963     MONUMENTED       GUGS
 TW0064  HISTORY     - 1963     GOOD             GUGS
 TW0064
 TW0064                          STATION DESCRIPTION
 TW0064
 TW0064'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0064'NO DESCRIPTION SUMBMITTED.
 TW0064
 TW0064                          STATION RECOVERY (1963)
 TW0064
 TW0064'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0064'2.75 MILES SOUTH AND EAST ALONG HIGHWAY 4 FROM THE JUNCTION OF HIGHWY
 TW0064'1 AND 4, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 6
 TW0064'FEET WEST OF A TELEPHONE BOOTH.
 TW0064' 
 TW0064'THE MARK IS A STANDARD GUAM GEODETIC NET DISK STAMPED 4.12, ENCLOSED
 TW0064'IN A CAST IRON HOUSING FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0065 ***********************************************************************
 TW0065  DESIGNATION -  4.15
 TW0065  PID         -  TW0065
 TW0065  STATE/COUNTY-  GU/GUAM
 TW0065  USGS QUAD   -  AGANA (1968)
 TW0065
 TW0065                         *CURRENT SURVEY CONTROL
 TW0065  ___________________________________________________________________
 TW0065* NAD 83(1986)-  13 26 27.     (N)    215 13 25.     (W)     SCALED    
 TW0065* GUVD63      -        42.932  (meters)     140.85   (feet)  ADJ UNCH  
 TW0065  ___________________________________________________________________
 TW0065  GEOID HEIGHT-          54.42  (meters)                     EGM96
 TW0065
 TW0065  VERT ORDER  -  FIRST     CLASS II
 TW0065
 TW0065.The horizontal coordinates were scaled from a topographic map and have
 TW0065.an estimated accuracy of +/- 6 seconds.
 TW0065
 TW0065.The orthometric height was key entered from printed documents
 TW0065.and not key verified.
 TW0065
 TW0065.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0065.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0065
 TW0065                          SUPERSEDED SURVEY CONTROL
 TW0065
 TW0065.No superseded survey control is available for this station.
 TW0065
 TW0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ592869(NAD 83)
 TW0065_MARKER: DD = SURVEY DISK
 TW0065_SETTING: 0 = UNSPECIFIED SETTING
 TW0065_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0065_STAMPING: 4.15
 TW0065_MARK LOGO: GUGS  
 TW0065_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0065
 TW0065  HISTORY     - Date     Condition        Report By
 TW0065  HISTORY     - 1963     MONUMENTED       GUGS
 TW0065  HISTORY     - 1963     GOOD             GUGS
 TW0065
 TW0065                          STATION DESCRIPTION
 TW0065
 TW0065'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0065'NO DESCRIPTION SUMBMITTED.
 TW0065
 TW0065                          STATION RECOVERY (1963)
 TW0065
 TW0065'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0065'3.35 MILES SOUTH AND EAST ALONG HIGHWAY 4 FROM THE JUNCTION OF
 TW0065'HIGHWAYS 1 AND 4 IN AGANA, 12 FEET EAST OF THE CENTER LINE OF THE
 TW0065'HIGHWAY, 36 FEET NORTHEAST OF A POWER POLE AND 3 FEET WEST OF THE EAST
 TW0065'EDGE OF THE PAVEMENT.
 TW0065' 
 TW0065'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0065'4 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0061 ***********************************************************************
 TW0061  DESIGNATION -  4.2
 TW0061  PID         -  TW0061
 TW0061  STATE/COUNTY-  GU/GUAM
 TW0061  USGS QUAD   -  AGANA (1968)
 TW0061
 TW0061                         *CURRENT SURVEY CONTROL
 TW0061  ___________________________________________________________________
 TW0061* NAD 83(1986)-  13 28 00.     (N)    215 14 45.     (W)     SCALED    
 TW0061* GUVD63      -        12.530  (meters)      41.11   (feet)  ADJ UNCH  
 TW0061  ___________________________________________________________________
 TW0061  GEOID HEIGHT-          54.62  (meters)                     EGM96
 TW0061
 TW0061  VERT ORDER  -  FIRST     CLASS II
 TW0061
 TW0061.The horizontal coordinates were scaled from a topographic map and have
 TW0061.an estimated accuracy of +/- 6 seconds.
 TW0061
 TW0061.The orthometric height was key entered from printed documents
 TW0061.and not key verified.
 TW0061
 TW0061.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0061.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0061
 TW0061                          SUPERSEDED SURVEY CONTROL
 TW0061
 TW0061.No superseded survey control is available for this station.
 TW0061
 TW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ568898(NAD 83)
 TW0061_MARKER: DD = SURVEY DISK
 TW0061_SETTING: 0 = UNSPECIFIED SETTING
 TW0061_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0061_STAMPING: 4.2
 TW0061_MARK LOGO: GUGS  
 TW0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0061
 TW0061  HISTORY     - Date     Condition        Report By
 TW0061  HISTORY     - 1963     MONUMENTED       GUGS
 TW0061  HISTORY     - 1963     GOOD             GUGS
 TW0061
 TW0061                          STATION DESCRIPTION
 TW0061
 TW0061'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0061'NO DESCRIPTION SUMBMITTED.
 TW0061
 TW0061                          STATION RECOVERY (1963)
 TW0061
 TW0061'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0061'0.7 MILES SOUTH ALONG HIGHWAY 4 FROM THE JUNCTION OF HIGHWAYS 1 AND 4
 TW0061'IN AGANA, 31 FEET NORTHEAST OF POWER POLE NO A 368-15A-19A AND 3 FEET
 TW0061'NORTHEAST OF THE EDGE OF THE PAVEMENT.
 TW0061' 
 TW0061'THE MARK IS A STANDARD GUAM GEODETIC NET DISK STAMPED 4.2, ENCLOSED IN
 TW0061'A CAST IRON HOUSING FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0062 ***********************************************************************
 TW0062  DESIGNATION -  4.4
 TW0062  PID         -  TW0062
 TW0062  STATE/COUNTY-  GU/GUAM
 TW0062  USGS QUAD   -  AGANA (1968)
 TW0062
 TW0062                         *CURRENT SURVEY CONTROL
 TW0062  ___________________________________________________________________
 TW0062* NAD 83(1986)-  13 27 41.     (N)    215 14 30.     (W)     SCALED    
 TW0062* GUVD63      -        48.849  (meters)     160.27   (feet)  ADJ UNCH  
 TW0062  ___________________________________________________________________
 TW0062  GEOID HEIGHT-          54.58  (meters)                     EGM96
 TW0062
 TW0062  VERT ORDER  -  FIRST     CLASS II
 TW0062
 TW0062.The horizontal coordinates were scaled from a topographic map and have
 TW0062.an estimated accuracy of +/- 6 seconds.
 TW0062
 TW0062.The orthometric height was key entered from printed documents
 TW0062.and not key verified.
 TW0062
 TW0062.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0062.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0062
 TW0062                          SUPERSEDED SURVEY CONTROL
 TW0062
 TW0062.No superseded survey control is available for this station.
 TW0062
 TW0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ573892(NAD 83)
 TW0062_MARKER: DD = SURVEY DISK
 TW0062_SETTING: 0 = UNSPECIFIED SETTING
 TW0062_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0062_STAMPING: 4.4
 TW0062_MARK LOGO: GUGS  
 TW0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0062
 TW0062  HISTORY     - Date     Condition        Report By
 TW0062  HISTORY     - 1963     MONUMENTED       GUGS
 TW0062  HISTORY     - 1963     GOOD             GUGS
 TW0062
 TW0062                          STATION DESCRIPTION
 TW0062
 TW0062'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0062'NO DESCRIPTION SUMBMITTED.
 TW0062
 TW0062                          STATION RECOVERY (1963)
 TW0062
 TW0062'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0062'1.15 MILES SOUTH ALONG HIGHWAY 4 FROM THE JUNCTION OF HIGHWAYS 1 AND 4
 TW0062'IN AGANA, 67 FEET EAST OF POWER POLE NO A 368-15A-3A, 28 FEET WEST OF
 TW0062'A HILL SIGN AND ON THE CENTER LINE OF THE HIGHWAY.
 TW0062' 
 TW0062'THE MARK IS A STANDARD GUAM GEODETIC NET DISK STAMPED 4.4, ENCLOSED IN
 TW0062'A CAST IRON HOUSING FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0063 ***********************************************************************
 TW0063  DESIGNATION -  4.7
 TW0063  PID         -  TW0063
 TW0063  STATE/COUNTY-  GU/GUAM
 TW0063  USGS QUAD   -  AGANA (1968)
 TW0063
 TW0063                         *CURRENT SURVEY CONTROL
 TW0063  ___________________________________________________________________
 TW0063* NAD 83(1986)-  13 27 21.     (N)    215 14 20.     (W)     SCALED    
 TW0063* GUVD63      -        30.287  (meters)      99.37   (feet)  ADJ UNCH  
 TW0063  ___________________________________________________________________
 TW0063  GEOID HEIGHT-          54.55  (meters)                     EGM96
 TW0063
 TW0063  VERT ORDER  -  FIRST     CLASS II
 TW0063
 TW0063.The horizontal coordinates were scaled from a topographic map and have
 TW0063.an estimated accuracy of +/- 6 seconds.
 TW0063
 TW0063.The orthometric height was key entered from printed documents
 TW0063.and not key verified.
 TW0063
 TW0063.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0063.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0063
 TW0063                          SUPERSEDED SURVEY CONTROL
 TW0063
 TW0063.No superseded survey control is available for this station.
 TW0063
 TW0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ576886(NAD 83)
 TW0063_MARKER: DD = SURVEY DISK
 TW0063_SETTING: 0 = UNSPECIFIED SETTING
 TW0063_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0063_STAMPING: 4.7
 TW0063_MARK LOGO: GUGS  
 TW0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0063
 TW0063  HISTORY     - Date     Condition        Report By
 TW0063  HISTORY     - 1963     MONUMENTED       GUGS
 TW0063  HISTORY     - 1963     GOOD             GUGS
 TW0063
 TW0063                          STATION DESCRIPTION
 TW0063
 TW0063'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0063'NO DESCRIPTION SUMBMITTED.
 TW0063
 TW0063                          STATION RECOVERY (1963)
 TW0063
 TW0063'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0063'1.55 MILES SOUTH ALONG HIGHWAY 4 FROM THE JUNCTION OF HIGHWAYS 1 AND
 TW0063'4, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET WEST OF
 TW0063'THE EAST EDGE OF THE PAVEMENT.
 TW0063' 
 TW0063'THE MARK IS A STANDARD GUAM GEODETIC NET DISK STAMPED 4.7, ENCLOSED IN
 TW0063'A CAST IRON HOUSING FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0078 ***********************************************************************
 TW0078  DESIGNATION -  565+1+24
 TW0078  PID         -  TW0078
 TW0078  STATE/COUNTY-  GU/GUAM
 TW0078  USGS QUAD   -  DEDEDO (1975)
 TW0078
 TW0078                         *CURRENT SURVEY CONTROL
 TW0078  ___________________________________________________________________
 TW0078* NAD 83(1986)-  13 31 26.     (N)    215 10 33.     (W)     SCALED    
 TW0078* GUVD63      -        87.041  (meters)     285.57   (feet)  ADJ UNCH  
 TW0078  ___________________________________________________________________
 TW0078  GEOID HEIGHT-          54.72  (meters)                     EGM96
 TW0078
 TW0078  VERT ORDER  -  FIRST     CLASS II
 TW0078
 TW0078.The horizontal coordinates were scaled from a topographic map and have
 TW0078.an estimated accuracy of +/- 6 seconds.
 TW0078
 TW0078.The orthometric height was key entered from printed documents
 TW0078.and not key verified.
 TW0078
 TW0078.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0078.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0078
 TW0078                          SUPERSEDED SURVEY CONTROL
 TW0078
 TW0078.No superseded survey control is available for this station.
 TW0078
 TW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ645961(NAD 83)
 TW0078_MARKER: DD = SURVEY DISK
 TW0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0078_STAMPING: 565+1+.24
 TW0078_MARK LOGO: NONE  
 TW0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0078+STABILITY: SURFACE MOTION
 TW0078
 TW0078  HISTORY     - Date     Condition        Report By
 TW0078  HISTORY     - 1963     MONUMENTED       USN
 TW0078  HISTORY     - 1963     GOOD             USN
 TW0078
 TW0078                          STATION DESCRIPTION
 TW0078
 TW0078'DESCRIBED BY US NAVY 1963
 TW0078'NO DESCRIPTION SUMBMITTED.
 TW0078
 TW0078                          STATION RECOVERY (1963)
 TW0078
 TW0078'RECOVERY NOTE BY US NAVY 1963
 TW0078'AT WETTENGEL JUNCTION, IN THE SOUTHEAST CORNER OF THE SCHOOL YARD,
 TW0078'37.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 1 AND 21 FEET SOUTHWEST
 TW0078'OF A POWER LINE GUY POLE.
 TW0078' 
 TW0078'THE MARK IS A BRONZE DISK, SET IN A 6-INCH SQUARE CONCRETE POST WHICH
 TW0078'IS SET IN A 4 BY 4 FEET CONCRETE BOX.  THE CONCRETE BOX PROJECTS 2
 TW0078'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0091 ***********************************************************************
 TW0091  DESIGNATION -  9 10 USN
 TW0091  PID         -  TW0091
 TW0091  STATE/COUNTY-  GU/GUAM
 TW0091  USGS QUAD   -  
 TW0091
 TW0091                         *CURRENT SURVEY CONTROL
 TW0091  ___________________________________________________________________
 TW0091* NAD 83(1986)-  13 35 12.     (N)    215 07 46.     (W)     SCALED    
 TW0091* GUVD63      -       138.804  (meters)     455.39   (feet)  ADJ UNCH  
 TW0091  ___________________________________________________________________
 TW0091  GEOID HEIGHT-          54.83  (meters)                     EGM96
 TW0091
 TW0091  VERT ORDER  -  FIRST     CLASS II
 TW0091
 TW0091.The horizontal coordinates were scaled from a topographic map and have
 TW0091.an estimated accuracy of +/- 6 seconds.
 TW0091
 TW0091.The orthometric height was key entered from printed documents
 TW0091.and not key verified.
 TW0091
 TW0091.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0091.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0091
 TW0091                          SUPERSEDED SURVEY CONTROL
 TW0091
 TW0091.No superseded survey control is available for this station.
 TW0091
 TW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR695030(NAD 83)
 TW0091_MARKER: Z = SEE DESCRIPTION
 TW0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0091_STAMPING: 9 10
 TW0091_MARK LOGO: NONE  
 TW0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0091+STABILITY: SURFACE MOTION
 TW0091
 TW0091  HISTORY     - Date     Condition        Report By
 TW0091  HISTORY     - 1963     MONUMENTED       USN
 TW0091  HISTORY     - 1963     GOOD             USN
 TW0091
 TW0091                          STATION DESCRIPTION
 TW0091
 TW0091'DESCRIBED BY US NAVY 1963
 TW0091'NO DESCRIPTION SUMBMITTED.
 TW0091
 TW0091                          STATION RECOVERY (1963)
 TW0091
 TW0091'RECOVERY NOTE BY US NAVY 1963
 TW0091'2.55 MILES NORTH AND WEST ALONG HIGHWAY 9 FROM THE JUNCTION OF
 TW0091'HIGHWAYS 1 AND 9, AT THE ENTRANCE TO AAFB, 3.2 FEET NORTHEAST OF THE
 TW0091'CENTER LINE OF THE HIGHWAY AND AT THE BOTTOM OF A GRADE.
 TW0091' 
 TW0091'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 4 INCHES
 TW0091'BELOW THE SURFACE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0093 ***********************************************************************
 TW0093  DESIGNATION -  9 4 USN
 TW0093  PID         -  TW0093
 TW0093  STATE/COUNTY-  GU/GUAM
 TW0093  USGS QUAD   -  
 TW0093
 TW0093                         *CURRENT SURVEY CONTROL
 TW0093  ___________________________________________________________________
 TW0093* NAD 83(1986)-  13 34 48.     (N)    215 06 32.     (W)     SCALED    
 TW0093* GUVD63      -       169.674  (meters)     556.67   (feet)  ADJ UNCH  
 TW0093  ___________________________________________________________________
 TW0093  GEOID HEIGHT-          54.72  (meters)                     EGM96
 TW0093
 TW0093  VERT ORDER  -  FIRST     CLASS II
 TW0093
 TW0093.The horizontal coordinates were scaled from a topographic map and have
 TW0093.an estimated accuracy of +/- 6 seconds.
 TW0093
 TW0093.The orthometric height was key entered from printed documents
 TW0093.and not key verified.
 TW0093
 TW0093.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0093.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0093
 TW0093                          SUPERSEDED SURVEY CONTROL
 TW0093
 TW0093.No superseded survey control is available for this station.
 TW0093
 TW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR718022(NAD 83)
 TW0093_MARKER: Z = SEE DESCRIPTION
 TW0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0093_STAMPING: 9 4
 TW0093_MARK LOGO: NONE  
 TW0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0093+STABILITY: SURFACE MOTION
 TW0093
 TW0093  HISTORY     - Date     Condition        Report By
 TW0093  HISTORY     - 1963     MONUMENTED       USN
 TW0093  HISTORY     - 1963     GOOD             USN
 TW0093
 TW0093                          STATION DESCRIPTION
 TW0093
 TW0093'DESCRIBED BY US NAVY 1963
 TW0093'NO DESCRIPTION SUMBMITTED.
 TW0093
 TW0093                          STATION RECOVERY (1963)
 TW0093
 TW0093'RECOVERY NOTE BY US NAVY 1963
 TW0093'1.1 MILE NORTHWEST ALONG HIGHWAY 9 FROM THE JUNCTION OF HIGHWAYS 1 AND
 TW0093'9 AT THE MAIN ENTRANCE IN AAFB, 26 FEET NORTHEAST OF THE CENTER LINE
 TW0093'OF THE ROAD AND 3.5 FEET SOUTHWEST OF A STELL POST WHICH IS PAINTED
 TW0093'WHITE.
 TW0093' 
 TW0093'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 4 INCHES
 TW0093'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0092 ***********************************************************************
 TW0092  DESIGNATION -  9 5
 TW0092  PID         -  TW0092
 TW0092  STATE/COUNTY-  GU/GUAM
 TW0092  USGS QUAD   -  
 TW0092
 TW0092                         *CURRENT SURVEY CONTROL
 TW0092  ___________________________________________________________________
 TW0092* NAD 83(1986)-  13 35 01.     (N)    215 06 50.     (W)     SCALED    
 TW0092* GUVD63      -       170.635  (meters)     559.83   (feet)  ADJ UNCH  
 TW0092  ___________________________________________________________________
 TW0092  GEOID HEIGHT-          54.76  (meters)                     EGM96
 TW0092
 TW0092  VERT ORDER  -  FIRST     CLASS II
 TW0092
 TW0092.The horizontal coordinates were scaled from a topographic map and have
 TW0092.an estimated accuracy of +/- 6 seconds.
 TW0092
 TW0092.The orthometric height was key entered from printed documents
 TW0092.and not key verified.
 TW0092
 TW0092.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0092.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0092
 TW0092                          SUPERSEDED SURVEY CONTROL
 TW0092
 TW0092.No superseded survey control is available for this station.
 TW0092
 TW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR712026(NAD 83)
 TW0092_MARKER: Z = SEE DESCRIPTION
 TW0092_SETTING: 0 = UNSPECIFIED SETTING
 TW0092_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0092_STAMPING: 9.5
 TW0092_MARK LOGO: GUGS  
 TW0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0092
 TW0092  HISTORY     - Date     Condition        Report By
 TW0092  HISTORY     - 1963     MONUMENTED       GUGS
 TW0092  HISTORY     - 1963     GOOD             GUGS
 TW0092
 TW0092                          STATION DESCRIPTION
 TW0092
 TW0092'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0092'NO DESCRIPTION SUMBMITTED.
 TW0092
 TW0092                          STATION RECOVERY (1963)
 TW0092
 TW0092'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0092'1.5 MILES NORTHWEST ALONG HIGHWAY 9 FROM THE JUNCTION OF HIGHWAY 1 AND
 TW0092'9 AT THE MAIN ENTRANCE TO AAFB, ON THE CENTER LINE OF THE HIGHWAY AND
 TW0092'100 FEET EAST OF THE JUNCTION OF A DIRT ROAD.
 TW0092' 
 TW0092'THE MARK IS GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0092'FLUSH WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0098 ***********************************************************************
 TW0098  DESIGNATION -  A 1
 TW0098  PID         -  TW0098
 TW0098  STATE/COUNTY-  GU/GUAM
 TW0098  USGS QUAD   -  PATI POINT (1975)
 TW0098
 TW0098                         *CURRENT SURVEY CONTROL
 TW0098  ___________________________________________________________________
 TW0098* NAD 83(1986)-  13 32 36.     (N)    215 05 13.     (W)     SCALED    
 TW0098* GUVD63      -       179.437  (meters)     588.70   (feet)  ADJ UNCH  
 TW0098  ___________________________________________________________________
 TW0098  GEOID HEIGHT-          54.45  (meters)                     EGM96
 TW0098
 TW0098  VERT ORDER  -  FIRST     CLASS II
 TW0098
 TW0098.The horizontal coordinates were scaled from a topographic map and have
 TW0098.an estimated accuracy of +/- 6 seconds.
 TW0098
 TW0098.The orthometric height was key entered from printed documents
 TW0098.and not key verified.
 TW0098
 TW0098.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0098.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0098
 TW0098                          SUPERSEDED SURVEY CONTROL
 TW0098
 TW0098.No superseded survey control is available for this station.
 TW0098
 TW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ741981(NAD 83)
 TW0098_MARKER: DD = SURVEY DISK
 TW0098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0098_SP_SET: HEADWALL OF CULVERT
 TW0098_STAMPING: A 1
 TW0098_MARK LOGO: GUGS  
 TW0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0098+STABILITY: SURFACE MOTION
 TW0098
 TW0098  HISTORY     - Date     Condition        Report By
 TW0098  HISTORY     - 1963     MONUMENTED       GUGS
 TW0098  HISTORY     - 1963     GOOD             GUGS
 TW0098
 TW0098                          STATION DESCRIPTION
 TW0098
 TW0098'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0098'NO DESCRIPTION SUMBMITTED.
 TW0098
 TW0098                          STATION RECOVERY (1963)
 TW0098
 TW0098'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0098'0.9 MILE SOUTH ALONG HIGHWAY 15 FROM THE SOUTHEAST ENTRANCE TO AAFB,
 TW0098'42 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND 24 FEET NORTHWEST
 TW0098'OF THE CENTER OF A PAVED ROAD.
 TW0098' 
 TW0098'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0098'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0128 ***********************************************************************
 TW0128  DESIGNATION -  A 2
 TW0128  PID         -  TW0128
 TW0128  STATE/COUNTY-  GU/GUAM
 TW0128  USGS QUAD   -  AGAT (1975)
 TW0128
 TW0128                         *CURRENT SURVEY CONTROL
 TW0128  ___________________________________________________________________
 TW0128* NAD 83(1986)-  13 19 56.     (N)    215 20 17.     (W)     SCALED    
 TW0128* GUVD63      -       135.696  (meters)     445.20   (feet)  ADJ UNCH  
 TW0128  ___________________________________________________________________
 TW0128  GEOID HEIGHT-          54.00  (meters)                     EGM96
 TW0128
 TW0128  VERT ORDER  -  FIRST     CLASS II
 TW0128
 TW0128.The horizontal coordinates were scaled from a topographic map and have
 TW0128.an estimated accuracy of +/- 6 seconds.
 TW0128
 TW0128.The orthometric height was key entered from printed documents
 TW0128.and not key verified.
 TW0128
 TW0128.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0128.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0128
 TW0128                          SUPERSEDED SURVEY CONTROL
 TW0128
 TW0128.No superseded survey control is available for this station.
 TW0128
 TW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ467750(NAD 83)
 TW0128_MARKER: DD = SURVEY DISK
 TW0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0128_SP_SET: CULVERT HEADWALL
 TW0128_STAMPING: A 2
 TW0128_MARK LOGO: GUGS  
 TW0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0128+STABILITY: SURFACE MOTION
 TW0128
 TW0128  HISTORY     - Date     Condition        Report By
 TW0128  HISTORY     - 1963     MONUMENTED       GUGS
 TW0128  HISTORY     - 1963     GOOD             GUGS
 TW0128
 TW0128                          STATION DESCRIPTION
 TW0128
 TW0128'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0128'NO DESCRIPTION SUMBMITTED.
 TW0128
 TW0128                          STATION RECOVERY (1963)
 TW0128
 TW0128'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0128'3.7 MILES NORTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN UMATAC, 17
 TW0128'FEET NORTHEAST OF THE CENTER OF HIGHWAY 2, 5.5 FEET NORTHWEST OF THE
 TW0128'SOUTHEAST END OF THE HEADWALL OF A CONCRETE CULVERT AND 5.5 FEET
 TW0128'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 TW0128' 
 TW0128'THE MARK IS GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0128'HEADWALL OF A CONCRETE CULVERT ALONG THE NORTHEAST SIDE OF HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3102 ***********************************************************************
 DH3102  DESIGNATION -  AAFB
 DH3102  PID         -  DH3102
 DH3102  STATE/COUNTY-  GU/GUAM
 DH3102  USGS QUAD   -  PATI POINT (1975)
 DH3102
 DH3102                         *CURRENT SURVEY CONTROL
 DH3102  ___________________________________________________________________
 DH3102* NAD 83(1993)-  13 34 20.03054(N)    215 05 10.97267(W)     ADJUSTED  
 DH3102* GUVD04      -       173.647  (meters)     569.71   (feet)  ADJUSTED  
 DH3102  ___________________________________________________________________
 DH3102  EPOCH DATE  -        2004.00
 DH3102  X           -  -5,074,513.899 (meters)                     COMP
 DH3102  Y           -   3,564,626.456 (meters)                     COMP
 DH3102  Z           -   1,487,071.536 (meters)                     COMP
 DH3102  ELLIP HEIGHT-         227.83  (meters)          (06/10/05) GPS OBS
 DH3102  GEOID HEIGHT-          54.58  (meters)                     EGM96
 DH3102
 DH3102  HORZ ORDER  -  A
 DH3102  VERT ORDER  -  FIRST     CLASS II
 DH3102  ELLP ORDER  -  THIRD     CLASS II
 DH3102
 DH3102.The horizontal coordinates were established by GPS observations
 DH3102.and adjusted by the National Geodetic Survey in June 2005..
 DH3102.The horizontal coordinates are valid at the epoch date displayed above.
 DH3102.The epoch date for horizontal control is a decimal equivalence
 DH3102.of Year/Month/Day.
 DH3102
 DH3102.The orthometric height was determined by differential leveling
 DH3102.and adjusted by the National Geodetic Survey in May 2005..
 DH3102
 DH3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3102
 DH3102.The ellipsoidal height was determined by GPS observations
 DH3102.and is referenced to NAD 83.
 DH3102
 DH3102.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3102.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3102
 DH3102;                    North         East     Units Scale Factor Converg.
 DH3102;UTM  55      - 1,501,382.906   274,234.844   MT  1.00023054   -0 29 23.4
 DH3102
 DH3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3102!UTM  55      -   0.99996417  x   1.00023054  =   1.00019471
 DH3102
 DH3102                          SUPERSEDED SURVEY CONTROL
 DH3102
 DH3102.No superseded survey control is available for this station.
 DH3102
 DH3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7423501383(NAD 83)
 DH3102_MARKER: DD = SURVEY DISK
 DH3102_SETTING: 66 = SET IN ROCK OUTCROP
 DH3102_STAMPING: AAFB 1990
 DH3102_MARK LOGO: GUGS  
 DH3102_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH3102+STABILITY: POSITION/ELEVATION WELL
 DH3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3102+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 DH3102
 DH3102  HISTORY     - Date     Condition        Report By
 DH3102  HISTORY     - 19900101 MONUMENTED       GUGS
 DH3102  HISTORY     - 20040603 GOOD             GUGS
 DH3102
 DH3102                          STATION DESCRIPTION
 DH3102
 DH3102'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3102'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3102'OF YIGO.
 DH3102' 
 DH3102'OWNERSHIP- ANDERSEN AIR FORCE BASE.
 DH3102' 
 DH3102'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE AAFB, GO
 DH3102'NORTHEAST ON ARC LIGHT BLVD FOR 0.9 MILE, TURN LEFT OFF OF AC ROAD ON
 DH3102'A GRASSES PATH TO THE TOP OF HILL IN A NORTH, NORTHWEST DIRECTION FOR
 DH3102'0.1 MILE TO THE STATION.
 DH3102' 
 DH3102'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.95M SOUTH FROM
 DH3102'A CONCRETE WALL.  THE STATION IS LOCATED IN A LIME STONE FLUSH WITH
 DH3102'GROUND.
 DH3102' 
 DH3102'THE MARK IS A STANDARD LAMONT DOHERTY GEOLOGICAL OBSERVATORY
 DH3102'STAMPED--AAFB 1990--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0095 ***********************************************************************
 TW0095  DESIGNATION -  AAFB 1
 TW0095  PID         -  TW0095
 TW0095  STATE/COUNTY-  GU/GUAM
 TW0095  USGS QUAD   -  PATI POINT (1975)
 TW0095
 TW0095                         *CURRENT SURVEY CONTROL
 TW0095  ___________________________________________________________________
 TW0095* NAD 83(1986)-  13 34 09.     (N)    215 04 54.     (W)     SCALED    
 TW0095* GUVD04      -       160.784  (meters)     527.51   (feet)  ADJUSTED  
 TW0095  ___________________________________________________________________
 TW0095  GEOID HEIGHT-          54.55  (meters)                     EGM96
 TW0095
 TW0095  VERT ORDER  -  FIRST     CLASS II
 TW0095
 TW0095.The horizontal coordinates were scaled from a topographic map and have
 TW0095.an estimated accuracy of +/- 6 seconds.
 TW0095
 TW0095.The orthometric height was determined by differential leveling
 TW0095.and adjusted by the National Geodetic Survey in May 2005..
 TW0095
 TW0095.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0095.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0095
 TW0095                          SUPERSEDED SURVEY CONTROL
 TW0095
 TW0095.No superseded survey control is available for this station.
 TW0095
 TW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR747010(NAD 83)
 TW0095_MARKER: M = AMMO SHELL CASING
 TW0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0095_STAMPING: AAFB 1
 TW0095_MARK LOGO: NONE  
 TW0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0095+STABILITY: SURFACE MOTION
 TW0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0095+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0095
 TW0095  HISTORY     - Date     Condition        Report By
 TW0095  HISTORY     - 1963     MONUMENTED       USN
 TW0095  HISTORY     - 1963     GOOD             USN
 TW0095  HISTORY     - 20040511 GOOD             GUAMLM
 TW0095
 TW0095                          STATION DESCRIPTION
 TW0095
 TW0095'DESCRIBED BY US NAVY 1963
 TW0095'NO DESCRIPTION SUMBMITTED.
 TW0095
 TW0095                          STATION RECOVERY (1963)
 TW0095
 TW0095'RECOVERY NOTE BY US NAVY 1963
 TW0095'1.3 MILES NORTHEAST ALONG PERIMETER ROAD FROM THE MAIN ENTRANCE TO
 TW0095'AAFB, 35 FEET EAST OF THE CENTER LINE OF ROAD AND 25 FEET WEST OF THE
 TW0095'CENTER LINE OF ROAD, IN THE SOUTH CORNER OF THE TRIANGLE OF THE
 TW0095'INTERSECTION. THE MARK IS A BRASS SHELL CASING, SET IN A 6-INCH SQUARE
 TW0095'CONCRETE POST WHICH PROJECTS 1 FOOT.
 TW0095
 TW0095                          STATION RECOVERY (2004)
 TW0095
 TW0095'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0095'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0095'OF YIGO.
 TW0095' 
 TW0095'OWNERSHIP- ANDERSEN AIR FORCE BASE.
 TW0095' 
 TW0095'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE OF AAFB,
 TW0095'GO NORTHEAST ON ARC LIGHT BLVD. FOR 1.2 MILES, THEN RIGHT AT THE
 TW0095'Y-INTERSECTION ON CAROLINE AVE. SOUTHEAST FOR 1.3 MILES.  THE STATION
 TW0095'IS ON THE LEFT SIDE OF CAROLINE AVENUE AT THE SOUTHEAST CORNER OF A
 TW0095'TRIANGULAR ISLAND.  THE MARK IS A 155MM SHELL ENCASED IN CONCRETE
 TW0095'CYLINDER PROJECTING .20M ABOVE SURFACE AND .266MM DIA.
 TW0095' 
 TW0095'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.42M NORTH OF
 TW0095'CONCRETE STREET LIGHT POST, 7.50M WEST OF THE CENTERLINE AND 10.30M
 TW0095'NORTHEAST OF CENTERLINE CAROLINE AVE.
 TW0095' 
 TW0095'THE MARK IS A STANDARD 155MM SHELL CASING STAMPED--AAFB1--, SET IN A
 TW0095'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0096 ***********************************************************************
 TW0096  DESIGNATION -  AAFB 21
 TW0096  PID         -  TW0096
 TW0096  STATE/COUNTY-  GU/GUAM
 TW0096  USGS QUAD   -  PATI POINT (1975)
 TW0096
 TW0096                         *CURRENT SURVEY CONTROL
 TW0096  ___________________________________________________________________
 TW0096* NAD 83(1986)-  13 33 49.     (N)    215 04 33.     (W)     SCALED    
 TW0096* GUVD04      -       160.322  (meters)     525.99   (feet)  ADJUSTED  
 TW0096  ___________________________________________________________________
 TW0096  GEOID HEIGHT-          54.49  (meters)                     EGM96
 TW0096
 TW0096  VERT ORDER  -  FIRST     CLASS II
 TW0096
 TW0096.The horizontal coordinates were scaled from a topographic map and have
 TW0096.an estimated accuracy of +/- 6 seconds.
 TW0096
 TW0096.The orthometric height was determined by differential leveling
 TW0096.and adjusted by the National Geodetic Survey in May 2005..
 TW0096
 TW0096.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0096.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0096
 TW0096                          SUPERSEDED SURVEY CONTROL
 TW0096
 TW0096.No superseded survey control is available for this station.
 TW0096
 TW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR753004(NAD 83)
 TW0096_MARKER: M = AMMO SHELL CASING
 TW0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0096_STAMPING: AAFB 21
 TW0096_MARK LOGO: NONE  
 TW0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0096+STABILITY: SURFACE MOTION
 TW0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0096+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0096
 TW0096  HISTORY     - Date     Condition        Report By
 TW0096  HISTORY     - 1963     MONUMENTED       USN
 TW0096  HISTORY     - 1963     GOOD             USN
 TW0096  HISTORY     - 20040511 GOOD             GUAMLM
 TW0096
 TW0096                          STATION DESCRIPTION
 TW0096
 TW0096'DESCRIBED BY US NAVY 1963
 TW0096'NO DESCRIPTION SUMBMITTED.
 TW0096
 TW0096                          STATION RECOVERY (1963)
 TW0096
 TW0096'RECOVERY NOTE BY US NAVY 1963
 TW0096'1.9 MILES NORTHEAST ON PERIMETER ROAD AND EAST ON CAROLINES AVENUE,
 TW0096'FROM THE MAIN ENTRANCE TO AAFB, 38 FEET NORTHEAST OF THE CENTER LINE
 TW0096'OF ROAD, 28 FEET NORTHWEST OF THE CENTER LINE OF ROAD AND 1.9 FEET
 TW0096'NORTH OF A RED AND WHITE PAINTED STEEL POST.
 TW0096' 
 TW0096'THE MARK IS A SHELL CASING, SET IN A 12-INCH SQUARE CONCRETE POST
 TW0096'FLUSH WITH THE SURFACE.
 TW0096
 TW0096                          STATION RECOVERY (2004)
 TW0096
 TW0096'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0096'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0096'OF YIGO.
 TW0096' 
 TW0096'OWNERSHIP- ANDERSEN AIR FORCE BASE.
 TW0096' 
 TW0096'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE OF AAFB,
 TW0096'GO NORTHEAST ON ARC LIGHT BLVD FOR 1.2 MILES, THEN RIGHT AT THE
 TW0096'Y-INTERSECTION ON CAROLINE AVE. SOUTHEAST FOR 1.9 MILES.  THE STATION
 TW0096'IS ON THE WEST SIDE OF THE INTERSECTION OF CAROLINE AVE. AND SANTA
 TW0096'ROSE BLVD.  THE MARK IS A 40MM SHELL ENCASED IN CONCRETE PROJECTING
 TW0096'3'' ABOVE THE SURFACE.
 TW0096' 
 TW0096'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 1.40M NORTHWEST
 TW0096'OF CONCRETE POWER POLE (PPM 55), 13.80M SOUTHWEST OF T-INTERSECTION OF
 TW0096'THE CENTERLINE OF CAROLINE AVENUE AND SANTA ROSE BLVD AND 2.50M NORTH
 TW0096'OF A STORM DRAINAGE 1.52M X 1.52M CONCRETE PAD.
 TW0096' 
 TW0096'THE MARK IS A STANDARD 40MM SHELL CASING STAMPED--AAFB21--, SET IN A
 TW0096'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0097 ***********************************************************************
 TW0097  DESIGNATION -  AAFB 27
 TW0097  PID         -  TW0097
 TW0097  STATE/COUNTY-  GU/GUAM
 TW0097  USGS QUAD   -  PATI POINT (1975)
 TW0097
 TW0097                         *CURRENT SURVEY CONTROL
 TW0097  ___________________________________________________________________
 TW0097* NAD 83(1986)-  13 33 26.     (N)    215 05 00.     (W)     SCALED    
 TW0097* GUVD04      -       161.011  (meters)     528.25   (feet)  ADJUSTED  
 TW0097  ___________________________________________________________________
 TW0097  GEOID HEIGHT-          54.50  (meters)                     EGM96
 TW0097
 TW0097  VERT ORDER  -  FIRST     CLASS II
 TW0097
 TW0097.The horizontal coordinates were scaled from a topographic map and have
 TW0097.an estimated accuracy of +/- 6 seconds.
 TW0097
 TW0097.The orthometric height was determined by differential leveling
 TW0097.and adjusted by the National Geodetic Survey in May 2005..
 TW0097
 TW0097.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0097.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0097
 TW0097                          SUPERSEDED SURVEY CONTROL
 TW0097
 TW0097.No superseded survey control is available for this station.
 TW0097
 TW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ745997(NAD 83)
 TW0097_MARKER: M = AMMO SHELL CASING
 TW0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0097_STAMPING: AAFB 27
 TW0097_MARK LOGO: NONE  
 TW0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0097+STABILITY: SURFACE MOTION
 TW0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0097+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0097
 TW0097  HISTORY     - Date     Condition        Report By
 TW0097  HISTORY     - 1963     MONUMENTED       USN
 TW0097  HISTORY     - 1963     GOOD             USN
 TW0097  HISTORY     - 20040511 GOOD             GUAMLM
 TW0097
 TW0097                          STATION DESCRIPTION
 TW0097
 TW0097'DESCRIBED BY US NAVY 1963
 TW0097'NO DESCRIPTION SUMBMITTED.
 TW0097
 TW0097                          STATION RECOVERY (1963)
 TW0097
 TW0097'RECOVERY NOTE BY US NAVY 1963
 TW0097'2.45 MILES NORTHEAST ON PERIMETER ROAD, EAST ON CAROLINES AVENUE,
 TW0097'SOUTH ON SANTA ROSE BLVD., 43 FEET NORTH OF THE CENTER OF PLUMIERS
 TW0097'BLVD., 14 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF SANT ROSA
 TW0097'BLVD.
 TW0097' 
 TW0097'THE MARK IS A BRASS SHELL CASING, SET IN A ROUND CONCRETE POST FLUSH
 TW0097'WITH THE SURFACE.
 TW0097
 TW0097                          STATION RECOVERY (2004)
 TW0097
 TW0097'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0097'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0097'OF YIGO.
 TW0097' 
 TW0097'OWNERSHIP- ANDERSEN AIR FORCE BASE.
 TW0097' 
 TW0097'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF SANTA
 TW0097'ROSE BLVD AND CAROLINE AVE., GO SOUTH ON SANTA ROSE BLVD FOR 0.7 MILES
 TW0097'TO THE STATION ON THE RIGHT SIDE OF SANTA ROSE BLVD.  THE STATION IS
 TW0097'ON THE NORTHWEST CORNER OF PLUMERIA BLVD AND APPROXIMATELY 150' NORTH
 TW0097'OF BACK GATE (ROUTE 15).  THE MARK IS A 40MM SHELL ENCASED IN CONCRETE
 TW0097'PROJECTING 3 INCHES ABOVE THE SURFACE.
 TW0097' 
 TW0097'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 1.10M SOUTHEAST
 TW0097'OF THE NORTHWEST CORNER OF A STORM DRAINAGE MAN HOLE (1.11M X 2.10M)
 TW0097'CONCRETE, 13.40 NORTHEAST OF THE CENTERLINE OF PLUMERIA BLVD AND
 TW0097'12.19M WEST OF A WOODEN POWER POLE (DJ-157).
 TW0097' 
 TW0097'THE MARK IS A STANDARD 40MM SHELL CASING STAMPED--AAFB 27--, SET IN A
 TW0097'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0094 ***********************************************************************
 TW0094  DESIGNATION -  AAFB 55
 TW0094  PID         -  TW0094
 TW0094  STATE/COUNTY-  GU/GUAM
 TW0094  USGS QUAD   -  PATI POINT (1975)
 TW0094
 TW0094                         *CURRENT SURVEY CONTROL
 TW0094  ___________________________________________________________________
 TW0094* NAD 83(1986)-  13 34 11.     (N)    215 05 24.     (W)     SCALED    
 TW0094* GUVD63      -       162.815  (meters)     534.17   (feet)  ADJ UNCH  
 TW0094  ___________________________________________________________________
 TW0094  GEOID HEIGHT-          54.59  (meters)                     EGM96
 TW0094
 TW0094  VERT ORDER  -  FIRST     CLASS II
 TW0094
 TW0094.The horizontal coordinates were scaled from a topographic map and have
 TW0094.an estimated accuracy of +/- 6 seconds.
 TW0094
 TW0094.The orthometric height was key entered from printed documents
 TW0094.and not key verified.
 TW0094
 TW0094.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0094.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0094
 TW0094                          SUPERSEDED SURVEY CONTROL
 TW0094
 TW0094.No superseded survey control is available for this station.
 TW0094
 TW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR738011(NAD 83)
 TW0094_MARKER: Z = SEE DESCRIPTION
 TW0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0094_STAMPING: AAFB 55
 TW0094_MARK LOGO: NONE  
 TW0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0094+STABILITY: SURFACE MOTION
 TW0094
 TW0094  HISTORY     - Date     Condition        Report By
 TW0094  HISTORY     - 1963     MONUMENTED       USN
 TW0094  HISTORY     - 1963     GOOD             USN
 TW0094
 TW0094                          STATION DESCRIPTION
 TW0094
 TW0094'DESCRIBED BY US NAVY 1963
 TW0094'NO DESCRIPTION SUMBMITTED.
 TW0094
 TW0094                          STATION RECOVERY (1963)
 TW0094
 TW0094'RECOVERY NOTE BY US NAVY 1963
 TW0094'0.7 MILE NORTHEAST ALONG PERIMETER ROAD FROM THE MAIN ENTRANCE TO
 TW0094'AAFB, 39 FEET EAST OF THE CENTER LINE OF ROAD AND 26 SOUTH OF THE
 TW0094'CENTER LINE OF ROAD.
 TW0094' 
 TW0094'THE MARK IS A BRASS SHELL CASING, SET IN A ROUND CONCRETE POST FLUSH
 TW0094'WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0412 ***********************************************************************
 TW0412  DESIGNATION -  AAFB GG 1963
 TW0412  PID         -  TW0412
 TW0412  STATE/COUNTY-  GU/
 TW0412  USGS QUAD   -  PATI POINT (1975)
 TW0412
 TW0412                         *CURRENT SURVEY CONTROL
 TW0412  ___________________________________________________________________
 TW0412* NAD 83(1993)-  13 34 46.60978(N)    215 03 37.36674(W)     ADJUSTED  
 TW0412* GUVD63      -       317.2    (meters)    1041.     (feet)  VERT ANG  
 TW0412  ___________________________________________________________________
 TW0412  EPOCH DATE  -        1993.62
 TW0412  GEOID HEIGHT-          54.47  (meters)                     EGM96
 TW0412
 TW0412  HORZ ORDER  -  FIRST
 TW0412
 TW0412.The horizontal coordinates were established by classical geodetic methods
 TW0412.and adjusted by the National Geodetic Survey in September 1999..
 TW0412.The horizontal coordinates are valid at the epoch date displayed above.
 TW0412.The epoch date for horizontal control is a decimal equivalence
 TW0412.of Year/Month/Day.
 TW0412
 TW0412.The orthometric height was determined by vertical angle observations.
 TW0412
 TW0412.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0412.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0412
 TW0412;                    North         East     Units Scale Factor Converg.
 TW0412;UTM  55      - 1,502,175.975   277,056.448   MT  1.00021488   -0 29 02.3
 TW0412
 TW0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0412!UTM  55      -   0.99994156  x   1.00021488  =   1.00015642
 TW0412
 TW0412                          SUPERSEDED SURVEY CONTROL
 TW0412
 TW0412  GU 63       -  13 34 41.48606(N)    215 03 46.09060(W) AD(       ) 1
 TW0412
 TW0412.Superseded values are not recommended for survey control.
 TW0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0412.See file dsdata.txt to determine how the superseded data were derived.
 TW0412
 TW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7705602176(NAD 83)
 TW0412_MARKER: DD = SURVEY DISK
 TW0412_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TW0412+WITH SETTING: INFORMATION.
 TW0412_SP_SET: PREFABRICATED CONCRETE POST
 TW0412
 TW0412  HISTORY     - Date     Condition        Report By
 TW0412  HISTORY     - 1963     MONUMENTED       CGS
 TW0412
 TW0412                          STATION DESCRIPTION
 TW0412
 TW0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0412'THE STATION IS ON THE NORTHEAST SIDE OF THE ANDERSEN AIR FORCE
 TW0412'BASE, ABOUT 20 YARDS EAST NORTHEAST OF A LARGE RED AND WHITE
 TW0412'CHECKERED WATER TANK AND 31 FEET EAST NORTHEAST OF THE ENTRANCE
 TW0412'TO BUILDING 19009.
 TW0412'
 TW0412'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0412'DISK STAMPED---AAFB 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH
 TW0412'WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET NORTH NORTHEAST
 TW0412'OF THE EAST CORNER OF BUILDING 19009, 37 FEET EAST OF THE NORTH
 TW0412'CORNER OF THE BUILDING AND 13 FEET NORTH OF A LARGE WATER VALVE
 TW0412'STEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0508 ***********************************************************************
 TW0508  DESIGNATION -  ADELUP GG
 TW0508  PID         -  TW0508
 TW0508  STATE/COUNTY-  GU/
 TW0508  USGS QUAD   -  AGANA (1968)
 TW0508
 TW0508                         *CURRENT SURVEY CONTROL
 TW0508  ___________________________________________________________________
 TW0508* NAD 83(1993)-  13 28 50.80934(N)    215 16 14.31006(W)     ADJUSTED  
 TW0508* GUVD63      -        24.7    (meters)      81.     (feet)  VERT ANG  
 TW0508  ___________________________________________________________________
 TW0508  EPOCH DATE  -        1993.62
 TW0508  GEOID HEIGHT-          54.74  (meters)                     EGM96
 TW0508
 TW0508  HORZ ORDER  -  SECOND
 TW0508
 TW0508.The horizontal coordinates were established by classical geodetic methods
 TW0508.and adjusted by the National Geodetic Survey in September 1999..
 TW0508.The horizontal coordinates are valid at the epoch date displayed above.
 TW0508.The epoch date for horizontal control is a decimal equivalence
 TW0508.of Year/Month/Day.
 TW0508
 TW0508.The orthometric height was determined by vertical angle observations.
 TW0508
 TW0508.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0508.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0508
 TW0508;                    North         East     Units Scale Factor Converg.
 TW0508;UTM  55      - 1,491,440.291   254,193.381   MT  1.00034748   -0 31 46.6
 TW0508
 TW0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0508!UTM  55      -   0.99998751  x   1.00034748  =   1.00033498
 TW0508
 TW0508                          SUPERSEDED SURVEY CONTROL
 TW0508
 TW0508  GU 63       -  13 28 45.66498(N)    215 16 23.02410(W) AD(       ) 2
 TW0508
 TW0508.Superseded values are not recommended for survey control.
 TW0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0508.See file dsdata.txt to determine how the superseded data were derived.
 TW0508
 TW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5419391440(NAD 83)
 TW0508_MARKER: DD = SURVEY DISK
 TW0508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0508_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0508
 TW0508  HISTORY     - Date     Condition        Report By
 TW0508  HISTORY     - 1963     MONUMENTED       CGS
 TW0508
 TW0508                          STATION DESCRIPTION
 TW0508
 TW0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0508'THE STATION IS 1-1/2 MILES WEST OF AGANA, 400 FEET NORTH OF THE
 TW0508'ADELUP ELEMENTARY SCHOOL, ON THE SUMMIT OF A BRUSH COVERED KNOLL
 TW0508'WHICH DROPS SHARPLY ON THE NORTH SIDE.
 TW0508'
 TW0508'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 4 IN AGANA,
 TW0508'GO WEST ON HIGHWAY 1 FOR 1.7 MILES TO A GRAVEL DRIVEWAY ENTRANCE TO
 TW0508'THE ADELUP ELEMENTARY SCHOOL ON THE RIGHT.  TURN RIGHT AND GO NORTH
 TW0508'ON THE GRAVEL DRIVE, PASSING TO THE EAST OF THE SCHOOL BUILDING, FOR
 TW0508'0.2 MILE TO A SMALL GATE IN THE HURRICANE FENCE WHICH SURROUNDS THE
 TW0508'NORTH SIDE OF THE SCHOOL.  PASS THROUGH THE GATE AND WALK NORTHERLY
 TW0508'UP CONCRETE STEPS FOR ABOUT 200 FEET TO THE STATION NEAR THE
 TW0508'NORTHEAST CORNER OF A LARGE, FLAT CONCRETE FOUNDATION.
 TW0508'
 TW0508'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0508'STAMPED---ADELUP 1963---.  THE CAST IRON CASING WHICH SURROUNDS THE
 TW0508'MARK PROJECTS ABOUT 10 INCHES ABOVE THE CONCRETE FOUNDATION.  IT IS
 TW0508'6.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION AND
 TW0508'3.5 FEET WEST OF THE EAST EDGE OF THE FOUNDATION.
 TW0508'
 TW0508'REFERENCE POINT IS THE CENTER OF A LARGE SQUARE HEAD, IRON PIN WHICH
 TW0508'IS FLUSH WITH THE SURFACE OF THE FOUNDATION.  IT IS NEAR THE NORTHEAST
 TW0508'CORNER AND 3 INCHES WEST OF THE EAST EDGE OF THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0554 ***********************************************************************
 TW0554  DESIGNATION -  ADOFGAN PIE 1963
 TW0554  PID         -  TW0554
 TW0554  STATE/COUNTY-  GU/GUAM
 TW0554  USGS QUAD   -  APRA HARBOR (1975)
 TW0554
 TW0554                         *CURRENT SURVEY CONTROL
 TW0554  ___________________________________________________________________
 TW0554* NAD 83(1993)-  13 26 48.31615(N)    215 22 21.50657(W)     ADJUSTED  
 TW0554* GUVD63      -        63.     (meters)     207.     (feet)  SCALED    
 TW0554  ___________________________________________________________________
 TW0554  EPOCH DATE  -        1993.62
 TW0554  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0554
 TW0554  HORZ ORDER  -  FIRST
 TW0554
 TW0554.The horizontal coordinates were established by classical geodetic methods
 TW0554.and adjusted by the National Geodetic Survey in September 1999..
 TW0554.The horizontal coordinates are valid at the epoch date displayed above.
 TW0554.The epoch date for horizontal control is a decimal equivalence
 TW0554.of Year/Month/Day.
 TW0554
 TW0554.The orthometric height was scaled from a topographic map.
 TW0554
 TW0554.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0554.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0554
 TW0554;                    North         East     Units Scale Factor Converg.
 TW0554;UTM  55      - 1,487,778.875   243,109.678   MT  1.00041642   -0 33 07.4
 TW0554
 TW0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0554!UTM  55      -   0.99998149  x   1.00041642  =   1.00039791
 TW0554
 TW0554                          SUPERSEDED SURVEY CONTROL
 TW0554
 TW0554  GU 63       -  13 26 43.16262(N)    215 22 30.21690(W) AD(       ) 1
 TW0554
 TW0554.Superseded values are not recommended for survey control.
 TW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0554.See file dsdata.txt to determine how the superseded data were derived.
 TW0554
 TW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4311087779(NAD 83)
 TW0554_MARKER: I = METAL ROD
 TW0554_SETTING: 66 = SET IN ROCK OUTCROP
 TW0554_MARK LOGO: NONE  
 TW0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0554
 TW0554  HISTORY     - Date     Condition        Report By
 TW0554  HISTORY     - 1963     MONUMENTED       CGS
 TW0554  HISTORY     - 1967     GOOD             CGS
 TW0554
 TW0554                          STATION DESCRIPTION
 TW0554
 TW0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0554'THE STATION IS 8-1/2 MILES WEST SOUTHWEST OF AGANA, 5 MILES
 TW0554'NORTHWEST OF APRA HEIGHTS, ON THE NORTH SIDE OF THE TIP OF
 TW0554'OROTE PENINSULA, ON A BLUFF OVERLOOKING APRA HARBOR AND JUST
 TW0554'EAST OF A CONCRETE FOUNDATION OF AN OLD GUN EMPLACEMENT.
 TW0554'
 TW0554'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAL STATION
 TW0554'-CAMP BRIGHT-, GO WESTERLY ON HIGHWAY 1 FOR 1.0 MILE TO THE
 TW0554'JUNCTION OF HIGHWAY 2.  BEAR RIGHT AND GO NORTHERLY FOR 0.7 MILE
 TW0554'TO A CROSSROAD.  TURN LEFT AND GO WEST ON OROTE ROAD FOR 0.6 MILE
 TW0554'TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON OROTE ROAD FOR 1.0 MILE
 TW0554'TO YALE ROAD ON THE RIGHT.  TURN RIGHT ON YALE ROAD AND FOLLOW THE
 TW0554'MAIN ROAD WESTERLY FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK
 TW0554'AND GO 0.15 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 TW0554'NORTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO THE END OF THE ROAD.
 TW0554'FROM HERE PACK NORTH AND EAST ON BRUSHED OUT TRAIL FOR ABOUT
 TW0554'5 MINUTES TO THE STATION IN A LARGE CORAL OUTCROP, JUST EAST OF A
 TW0554'WIRE MESH FENCE.
 TW0554'
 TW0554'STATION MARK IS A 1 INCH BRASS PIN WITH PUNCH HOLE NEAR THE CENTER,
 TW0554'CEMENTED IN A DRILL HOLE IN CORAL OUTCROP AND PROJECTS 1 INCH.  IT
 TW0554'IS 17 FEET EAST OF THE SOUTH END OF THE FENCE AND 6 FEET SOUTHWEST
 TW0554'OF THE EDGE OF THE BLUFF.
 TW0554
 TW0554                          STATION RECOVERY (1967)
 TW0554
 TW0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0554'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0554'ORIGINAL DESCRIPTION
 TW0554'IS ADEQUATE.
 TW0554'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0520 ***********************************************************************
 TW0520  DESIGNATION -  AGANA HEIGHTS GEN BAPT CH
 TW0520  PID         -  TW0520
 TW0520  STATE/COUNTY-  GU/
 TW0520  USGS QUAD   -  AGANA (1968)
 TW0520
 TW0520                         *CURRENT SURVEY CONTROL
 TW0520  ___________________________________________________________________
 TW0520* NAD 83(1993)-  13 28 17.63338(N)    215 15 09.80730(W)     ADJUSTED  
 TW0520* LOCAL TIDAL -                                                        
 TW0520  ___________________________________________________________________
 TW0520  EPOCH DATE  -        1993.62
 TW0520  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0520
 TW0520  HORZ ORDER  -  THIRD
 TW0520
 TW0520.The horizontal coordinates were established by classical geodetic methods
 TW0520.and adjusted by the National Geodetic Survey in September 1999..
 TW0520.The horizontal coordinates are valid at the epoch date displayed above.
 TW0520.The epoch date for horizontal control is a decimal equivalence
 TW0520.of Year/Month/Day.
 TW0520
 TW0520
 TW0520.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0520.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0520
 TW0520;                    North         East     Units Scale Factor Converg.
 TW0520;UTM  55      - 1,490,402.567   256,124.571   MT  1.00033578   -0 31 30.2
 TW0520
 TW0520                          SUPERSEDED SURVEY CONTROL
 TW0520
 TW0520  GU 63       -  13 28 12.48484(N)    215 15 18.52416(W) AD(       ) 3
 TW0520
 TW0520.Superseded values are not recommended for survey control.
 TW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0520.See file dsdata.txt to determine how the superseded data were derived.
 TW0520
 TW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5612590403(NAD 83)
 TW0520_MARKER: 91 = CHURCH CROSS
 TW0520
 TW0520  HISTORY     - Date     Condition        Report By
 TW0520  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0520
 TW0520                          STATION DESCRIPTION
 TW0520
 TW0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0520'THE STATION IS LOCATED IN THE VILLAGE OF AGANA HEIGHTS.
 TW0520'
 TW0520'THE CHURCH IS APPROXIMATELY 60 FEET LONG, 40 FEET WIDE AND PAINTED
 TW0520'GRAY IN COLOR.  THE POINT INTERSECTED WAS THE CROSS ON THE NORTH
 TW0520'END OF THE CHURCH WHICH IS APPROXIMATELY 60 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0516 ***********************************************************************
 TW0516  HT_MOD      -  This is a Height Modernization Survey Station.
 TW0516  DESIGNATION -  AGANA MON
 TW0516  PID         -  TW0516
 TW0516  STATE/COUNTY-  GU/GUAM
 TW0516  USGS QUAD   -  AGANA (1968)
 TW0516
 TW0516                         *CURRENT SURVEY CONTROL
 TW0516  ___________________________________________________________________
 TW0516* NAD 83(1993)-  13 28 26.01690(N)    215 14 55.80003(W)     ADJUSTED  
 TW0516* GUVD04      -         2.95   (meters)       9.7    (feet)  GPS OBS   
 TW0516  ___________________________________________________________________
 TW0516  EPOCH DATE  -        2004.00
 TW0516  X           -  -5,066,328.846 (meters)                     COMP
 TW0516  Y           -   3,580,372.545 (meters)                     COMP
 TW0516  Z           -   1,476,453.508 (meters)                     COMP
 TW0516  ELLIP HEIGHT-          57.25  (meters)          (06/10/05) GPS OBS
 TW0516  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0516
 TW0516  HORZ ORDER  -  B
 TW0516  ELLP ORDER  -  THIRD     CLASS II
 TW0516
 TW0516.The horizontal coordinates were established by GPS observations
 TW0516.and adjusted by the National Geodetic Survey in June 2005..
 TW0516.The horizontal coordinates are valid at the epoch date displayed above.
 TW0516.The epoch date for horizontal control is a decimal equivalence
 TW0516.of Year/Month/Day.
 TW0516
 TW0516.The orthometric height was determined by GPS observations and a
 TW0516.high-resolution geoid model using precise GPS observation and
 TW0516.processing techniques.
 TW0516
 TW0516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0516
 TW0516.The ellipsoidal height was determined by GPS observations
 TW0516.and is referenced to NAD 83.
 TW0516
 TW0516.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0516.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0516
 TW0516;                    North         East     Units Scale Factor Converg.
 TW0516;UTM  55      - 1,490,656.425   256,548.345   MT  1.00033322   -0 31 27.3
 TW0516
 TW0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0516!UTM  55      -   0.99999100  x   1.00033322  =   1.00032421
 TW0516
 TW0516                          SUPERSEDED SURVEY CONTROL
 TW0516
 TW0516  NAD 83(1993)-  13 28 26.02665(N)    215 14 55.78220(W) AD(1993.62) 2
 TW0516  GU 63       -  13 28 20.87887(N)    215 15 04.49746(W) AD(       ) 2
 TW0516
 TW0516.Superseded values are not recommended for survey control.
 TW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0516.See file dsdata.txt to determine how the superseded data were derived.
 TW0516
 TW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5654890656(NAD 83)
 TW0516_MARKER: M = AMMO SHELL CASING
 TW0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0516_STAMPING: AGANA MON
 TW0516_MARK LOGO: GUGS  
 TW0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0516+STABILITY: SURFACE MOTION
 TW0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0516+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 TW0516
 TW0516  HISTORY     - Date     Condition        Report By
 TW0516  HISTORY     - 1963     MONUMENTED       GUGS
 TW0516  HISTORY     - 20040603 GOOD             GUAMLM
 TW0516
 TW0516                          STATION DESCRIPTION
 TW0516
 TW0516'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0516'THE STATION IS LOCATED ABOUT 400 FEET SOUTH OF THE AGANA POST
 TW0516'OFFICE, IN THE SOUTHWEST CORNER OF AGANA, PLAZA DE ESPANA PARK
 TW0516'AREA.
 TW0516'
 TW0516'THE MARK IS A 75 MILLIMETER BRASS SHELL CASING STAMPED---AGANA 1945, N
 TW0516'50000 E 50000 M---, SET IN A CONCRETE POST 2 INCHES BELOW THE SURFACE
 TW0516'OF THE GROUND.  IT IS 22.8 FEET EAST OF A FLAGPOLE, 15 FEET NORTH
 TW0516'NORTHWEST OF A COCONUT TREE, 13 FEET NORTHWEST OF A 4 INCH IRON PIPE
 TW0516'WHICH PROJECTS 2 FEET AND 9.5 FEET NORTH NORTHEAST OF A COCONUT TREE.
 TW0516'
 TW0516'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION POST, THE
 TW0516'DISTANCE BEING 108.718 METERS -356.69 FT.- SOUTHEAST OF STATION POST.
 TW0516
 TW0516                          STATION RECOVERY (2004)
 TW0516
 TW0516'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 TW0516'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0516'OF HAGATNA.
 TW0516' 
 TW0516'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 TW0516'AND DERO DRIVE, GO WEST ON DERO DRIVE FOR 0.5 MILE TO THE Y JUNCTION,
 TW0516'TURN LEFT TO LEO PALACE RESORT, ON ACCESS ROAD TO LEO PALACE RESORT GO
 TW0516'FOR 2.5 MILE TURN LEFT PRIOR TO ENTRANCE TO RESORT.  STATION ON RIGHT
 TW0516'SIDE OF ACCESS ROAD.
 TW0516' 
 TW0516'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 16.20M SOUTHEAST
 TW0516'FROM A TELEPHONE BOX, 15.90M SOUTHEAST FROM CENTER OF SEWER MAN HOLE
 TW0516'COVER (.60M DIA).
 TW0516' 
 TW0516'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 TW0516'STAMPED--1969--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0455 ***********************************************************************
 TW0455  DESIGNATION -  AGANA NAS C TOWER ANT
 TW0455  PID         -  TW0455
 TW0455  STATE/COUNTY-  GU/
 TW0455  USGS QUAD   -  AGANA (1968)
 TW0455
 TW0455                         *CURRENT SURVEY CONTROL
 TW0455  ___________________________________________________________________
 TW0455* NAD 83(1993)-  13 28 43.73696(N)    215 12 10.91971(W)     ADJUSTED  
 TW0455* LOCAL TIDAL -                                                        
 TW0455  ___________________________________________________________________
 TW0455  EPOCH DATE  -        1993.62
 TW0455  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0455
 TW0455  HORZ ORDER  -  THIRD
 TW0455
 TW0455.The horizontal coordinates were established by classical geodetic methods
 TW0455.and adjusted by the National Geodetic Survey in September 1999..
 TW0455.The horizontal coordinates are valid at the epoch date displayed above.
 TW0455.The epoch date for horizontal control is a decimal equivalence
 TW0455.of Year/Month/Day.
 TW0455
 TW0455
 TW0455.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0455.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0455
 TW0455;                    North         East     Units Scale Factor Converg.
 TW0455;UTM  55      - 1,491,156.213   261,513.619   MT  1.00030362   -0 30 49.5
 TW0455
 TW0455                          SUPERSEDED SURVEY CONTROL
 TW0455
 TW0455  GU 63       -  13 28 38.59008(N)    215 12 19.63680(W) AD(       ) 3
 TW0455
 TW0455.Superseded values are not recommended for survey control.
 TW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0455.See file dsdata.txt to determine how the superseded data were derived.
 TW0455
 TW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6151491156(NAD 83)
 TW0455
 TW0455  HISTORY     - Date     Condition        Report By
 TW0455  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0455
 TW0455                          STATION DESCRIPTION
 TW0455
 TW0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0455'THE STATION IS LOCATED 3/4 MILE NORTH OF BARRIGADA AND ALONG
 TW0455'THE SOUTH SIDE OF THE NAVAL AIR STATION RUNWAY.
 TW0455'
 TW0455'THE TOWER IS A CONCRETE, CYLINDERICAL STRUCTURE WITH A GLASSED IN
 TW0455'CONTROL AREA NEAR THE TOP AND ABOUT 80 FEET IN HEIGHT.
 TW0455'
 TW0455'A SLENDER ANTENNA ON THE EAST SIDE WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0449 ***********************************************************************
 TW0449  DESIGNATION -  AGANA RADIO STA KUAM MAST
 TW0449  PID         -  TW0449
 TW0449  STATE/COUNTY-  GU/
 TW0449  USGS QUAD   -  AGANA (1968)
 TW0449
 TW0449                         *CURRENT SURVEY CONTROL
 TW0449  ___________________________________________________________________
 TW0449* NAD 83(1993)-  13 26 58.57767(N)    215 14 31.17484(W)     ADJUSTED  
 TW0449* LOCAL TIDAL -                                                        
 TW0449  ___________________________________________________________________
 TW0449  EPOCH DATE  -        1993.62
 TW0449  GEOID HEIGHT-          54.52  (meters)                     EGM96
 TW0449
 TW0449  HORZ ORDER  -  THIRD
 TW0449
 TW0449.The horizontal coordinates were established by classical geodetic methods
 TW0449.and adjusted by the National Geodetic Survey in September 1999..
 TW0449.The horizontal coordinates are valid at the epoch date displayed above.
 TW0449.The epoch date for horizontal control is a decimal equivalence
 TW0449.of Year/Month/Day.
 TW0449
 TW0449
 TW0449.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0449.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0449
 TW0449;                    North         East     Units Scale Factor Converg.
 TW0449;UTM  55      - 1,487,961.719   257,264.700   MT  1.00032892   -0 31 18.2
 TW0449
 TW0449                          SUPERSEDED SURVEY CONTROL
 TW0449
 TW0449  GU 63       -  13 26 53.42500(N)    215 14 39.89121(W) AD(       ) 3
 TW0449
 TW0449.Superseded values are not recommended for survey control.
 TW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0449.See file dsdata.txt to determine how the superseded data were derived.
 TW0449
 TW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5726587962(NAD 83)
 TW0449_MARKER: 42 = RADIO/TV MAST
 TW0449
 TW0449  HISTORY     - Date     Condition        Report By
 TW0449  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0449
 TW0449                          STATION DESCRIPTION
 TW0449
 TW0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0449'THE STATION IS LOCATED 2 MILES SOUTH OF AGANA AND 0.1 MILE SOUTHWEST
 TW0449'OF HIGHWAY 4.
 TW0449'
 TW0449'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 TW0449'RED AND WHITE AND APPROXIMATELY 200 FEET IN HEIGHT.
 TW0449'
 TW0449'THE FLASHING RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0514 ***********************************************************************
 TW0514  DESIGNATION -  AGANA ST MARY CROSS
 TW0514  PID         -  TW0514
 TW0514  STATE/COUNTY-  GU/
 TW0514  USGS QUAD   -  AGANA (1968)
 TW0514
 TW0514                         *CURRENT SURVEY CONTROL
 TW0514  ___________________________________________________________________
 TW0514* NAD 83(1993)-  13 28 27.96614(N)    215 14 51.81156(W)     ADJUSTED  
 TW0514* LOCAL TIDAL -                                                        
 TW0514  ___________________________________________________________________
 TW0514  EPOCH DATE  -        1993.62
 TW0514  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0514
 TW0514  HORZ ORDER  -  THIRD
 TW0514
 TW0514.The horizontal coordinates were established by classical geodetic methods
 TW0514.and adjusted by the National Geodetic Survey in September 1999..
 TW0514.The horizontal coordinates are valid at the epoch date displayed above.
 TW0514.The epoch date for horizontal control is a decimal equivalence
 TW0514.of Year/Month/Day.
 TW0514
 TW0514
 TW0514.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0514.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0514
 TW0514;                    North         East     Units Scale Factor Converg.
 TW0514;UTM  55      - 1,490,715.248   256,668.887   MT  1.00033250   -0 31 26.4
 TW0514
 TW0514                          SUPERSEDED SURVEY CONTROL
 TW0514
 TW0514  GU 63       -  13 28 22.81794(N)    215 15 00.52765(W) AD(       ) 3
 TW0514
 TW0514.Superseded values are not recommended for survey control.
 TW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0514.See file dsdata.txt to determine how the superseded data were derived.
 TW0514
 TW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5666990715(NAD 83)
 TW0514_MARKER: 91 = CHURCH CROSS
 TW0514
 TW0514  HISTORY     - Date     Condition        Report By
 TW0514  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0514
 TW0514                          STATION DESCRIPTION
 TW0514
 TW0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0514'THE STATION IS LOCATED NEAR THE CENTER OF AGANA AND TWO BLOCKS
 TW0514'EAST OF THE AGANA POST OFFICE.
 TW0514'
 TW0514'THE CHURCH IS A LARGE WHITE BUILDING WITH A CUPOLA ON THE NORTHWEST
 TW0514'SIDE.
 TW0514'
 TW0514'THE CROSS ATOP THE CUPOLA WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0525 ***********************************************************************
 TW0525  DESIGNATION -  AGAT GG 1963
 TW0525  PID         -  TW0525
 TW0525  STATE/COUNTY-  GU/
 TW0525  USGS QUAD   -  AGAT (1975)
 TW0525
 TW0525                         *CURRENT SURVEY CONTROL
 TW0525  ___________________________________________________________________
 TW0525* NAD 83(1993)-  13 23 00.38816(N)    215 20 30.08428(W)     ADJUSTED  
 TW0525* GUVD63      -         6.     (meters)      20.     (feet)  SCALED    
 TW0525  ___________________________________________________________________
 TW0525  EPOCH DATE  -        1993.62
 TW0525  GEOID HEIGHT-          54.35  (meters)                     EGM96
 TW0525
 TW0525  HORZ ORDER  -  SECOND
 TW0525
 TW0525.The horizontal coordinates were established by classical geodetic methods
 TW0525.and adjusted by the National Geodetic Survey in September 1999..
 TW0525.The horizontal coordinates are valid at the epoch date displayed above.
 TW0525.The epoch date for horizontal control is a decimal equivalence
 TW0525.of Year/Month/Day.
 TW0525
 TW0525.The orthometric height was scaled from a topographic map.
 TW0525
 TW0525.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0525.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0525
 TW0525;                    North         East     Units Scale Factor Converg.
 TW0525;UTM  55      - 1,480,739.715   246,395.971   MT  1.00039567   -0 32 32.3
 TW0525
 TW0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0525!UTM  55      -   0.99999051  x   1.00039567  =   1.00038618
 TW0525
 TW0525                          SUPERSEDED SURVEY CONTROL
 TW0525
 TW0525  GU 63       -  13 22 55.21817(N)    215 20 38.79702(W) AD(       ) 2
 TW0525
 TW0525.Superseded values are not recommended for survey control.
 TW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0525.See file dsdata.txt to determine how the superseded data were derived.
 TW0525
 TW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4639680740(NAD 83)
 TW0525_MARKER: DD = SURVEY DISK
 TW0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0525
 TW0525  HISTORY     - Date     Condition        Report By
 TW0525  HISTORY     - 1963     MONUMENTED       CGS
 TW0525
 TW0525                          STATION DESCRIPTION
 TW0525
 TW0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0525'THE STATION IS LOCATED NEAR THE CENTER OF THE VILLAGE OF AGAT,
 TW0525'ON A SMALL ROCKY KNOLL AT THE SOUTH END OF THE AGAT ELEMENTARY
 TW0525'SCHOOL.
 TW0525'
 TW0525'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0525'DISK, STAMPED---AGAT 1963---, SET IN THE TOP OF A 7 INCH SQUARE
 TW0525'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 72 FEET SOUTHEAST
 TW0525'OF A POWER POLE AND 67 FEET WEST SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0487 ***********************************************************************
 TW0487  DESIGNATION -  ALIFAN USE 1963
 TW0487  PID         -  TW0487
 TW0487  STATE/COUNTY-  GU/GUAM
 TW0487  USGS QUAD   -  AGAT (1975)
 TW0487
 TW0487                         *CURRENT SURVEY CONTROL
 TW0487  ___________________________________________________________________
 TW0487* NAD 83(1993)-  13 22 47.10028(N)    215 19 44.98407(W)     ADJUSTED  
 TW0487* GUVD63      -       265.     (meters)     869.     (feet)  SCALED    
 TW0487  ___________________________________________________________________
 TW0487  EPOCH DATE  -        1993.62
 TW0487  GEOID HEIGHT-          54.31  (meters)                     EGM96
 TW0487
 TW0487  HORZ ORDER  -  FIRST
 TW0487
 TW0487.The horizontal coordinates were established by classical geodetic methods
 TW0487.and adjusted by the National Geodetic Survey in September 1999..
 TW0487.The horizontal coordinates are valid at the epoch date displayed above.
 TW0487.The epoch date for horizontal control is a decimal equivalence
 TW0487.of Year/Month/Day.
 TW0487
 TW0487.The orthometric height was scaled from a topographic map.
 TW0487
 TW0487.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0487.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0487
 TW0487;                    North         East     Units Scale Factor Converg.
 TW0487;UTM  55      - 1,480,318.403   247,749.558   MT  1.00038720   -0 32 21.4
 TW0487
 TW0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0487!UTM  55      -   0.99994979  x   1.00038720  =   1.00033697
 TW0487
 TW0487                          SUPERSEDED SURVEY CONTROL
 TW0487
 TW0487  GU 63       -  13 22 41.92914(N)    215 19 53.69700(W) AD(       ) 1
 TW0487
 TW0487.Superseded values are not recommended for survey control.
 TW0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0487.See file dsdata.txt to determine how the superseded data were derived.
 TW0487
 TW0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4775080318(NAD 83)
 TW0487_MARKER: B = BOLT
 TW0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0487_MARK LOGO: NONE  
 TW0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0487+STABILITY: SURFACE MOTION
 TW0487
 TW0487  HISTORY     - Date     Condition        Report By
 TW0487  HISTORY     - 1963     MONUMENTED       USE
 TW0487  HISTORY     - 1967     GOOD             USE
 TW0487
 TW0487                          STATION DESCRIPTION
 TW0487
 TW0487'DESCRIBED BY US ENGINEERS 1963 (NES)
 TW0487'THE STATION IS LOCATED 3/4 MILE EAST OF AGAT, ON THE SUMMIT OF
 TW0487'A SHARP TIPPED PROMINENT PEAK AND ON THE PROPERTY OF THE NAVAL
 TW0487'MAGAZINE STORAGE AREA.
 TW0487'
 TW0487'TO REACH THE STATION FROM THE JUNCTIONS OF ROUTE 4 AND ROUTE 1 IN
 TW0487'AGANA, GO WEST ON ROUTE 1 FOR 7.9 MILES TO THE JUNCTION OF ROUTE 2A
 TW0487'AT A TRAFFIC LIGHT.  TURN LEFT ON ROUTE 2A AND GO 0.85 MILE TO THE
 TW0487'JUNCTION OF ROUTE 5.  TURN LEFT ON ROUTE 5 AND GO SOUTHEAST FOR
 TW0487'1.2 MILES TO THE JUNCTION OF ROUTE 17 ON THE LEFT.  CONTINUE ON
 TW0487'ROUTE 5 FOR 0.8 MILE TO THE MAIN GUARD GATE TO THE ENTRANCE TO THE
 TW0487'NAVAL MAGAZINE.  PASS THROUGH GATE AND GO 0.2 MILE TO THE
 TW0487'ADMINISTRATION BUILDING ON THE LEFT.  CONTINUE ON THE MAIN ROAD
 TW0487'FOR 0.9 MILE TO A FORK.  KEEP LEFT FORK AND GO 0.3 MILE TO A SIDE
 TW0487'ROAD RIGHT.  TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD LEFT.  TURN
 TW0487'LEFT AND GO 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.4
 TW0487'MILE TO A FORK.  TURN RIGHT AND GO 0.2 MILE TO THE END OF TRUCK
 TW0487'TRAVEL.  PACK WESTERLY FOR 150 YARDS TO THE HIGHEST POINT OF THE
 TW0487'HILL AND STATION.
 TW0487'
 TW0487'THE STATION MARK IS A-1/2 INCH BOLT, SET IN THE TOP OF A 6 INCH SQUARE
 TW0487'CONCRETE MONUMENT THAT PROJECT 6 INCHES, WITH THE LETTERS USED
 TW0487'EMBEDED.
 TW0487'
 TW0487'BEFORE VISITING THIS STATION IT IS FIRST NECESSARY TO OBTAIN
 TW0487'PERMISSION FROM THE ADMINISTRATION BUILDING.
 TW0487
 TW0487                          STATION RECOVERY (1967)
 TW0487
 TW0487'RECOVERY NOTE BY US ENGINEERS 1967 (RHA)
 TW0487'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0487'ORIGNIAL DESCRIPTION
 TW0487'IS ADEQUATE.
 TW0487'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0482 ***********************************************************************
 TW0482  DESIGNATION -  ALUTOM GG 1963
 TW0482  PID         -  TW0482
 TW0482  STATE/COUNTY-  GU/
 TW0482  USGS QUAD   -  AGANA (1968)
 TW0482
 TW0482                         *CURRENT SURVEY CONTROL
 TW0482  ___________________________________________________________________
 TW0482* NAD 83(1993)-  13 25 57.87734(N)    215 17 14.88266(W)     ADJUSTED  
 TW0482* GUVD63      -       327.7    (meters)    1075.     (feet)  VERT ANG  
 TW0482  ___________________________________________________________________
 TW0482  EPOCH DATE  -        1993.62
 TW0482  GEOID HEIGHT-          54.54  (meters)                     EGM96
 TW0482
 TW0482  HORZ ORDER  -  FIRST
 TW0482
 TW0482.The horizontal coordinates were established by classical geodetic methods
 TW0482.and adjusted by the National Geodetic Survey in September 1999..
 TW0482.The horizontal coordinates are valid at the epoch date displayed above.
 TW0482.The epoch date for horizontal control is a decimal equivalence
 TW0482.of Year/Month/Day.
 TW0482
 TW0482.The orthometric height was determined by vertical angle observations.
 TW0482
 TW0482.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0482.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0482
 TW0482;                    North         East     Units Scale Factor Converg.
 TW0482;UTM  55      - 1,486,141.012   252,321.642   MT  1.00035891   -0 31 54.0
 TW0482
 TW0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0482!UTM  55      -   0.99993989  x   1.00035891  =   1.00029878
 TW0482
 TW0482                          SUPERSEDED SURVEY CONTROL
 TW0482
 TW0482  GU 63       -  13 25 52.72187(N)    215 17 23.59631(W) AD(       ) 1
 TW0482
 TW0482.Superseded values are not recommended for survey control.
 TW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0482.See file dsdata.txt to determine how the superseded data were derived.
 TW0482
 TW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5232286141(NAD 83)
 TW0482_MARKER: DD = SURVEY DISK
 TW0482_SETTING: 66 = SET IN ROCK OUTCROP
 TW0482
 TW0482  HISTORY     - Date     Condition        Report By
 TW0482  HISTORY     - 1963     MONUMENTED       CGS
 TW0482
 TW0482                          STATION DESCRIPTION
 TW0482
 TW0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0482'THE STATION IS 4 MILES SOUTHWEST OF AGANA, 2-1/2 MILES SOUTHEAST OF
 TW0482'PITI, ON THE SUMMIT OF MT. ALUTOM AND AT THE SITE OF A NAVY RADAR
 TW0482'TOWER.
 TW0482'
 TW0482'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 6 AT
 TW0482'ADELUP POINT, GO SOUTH ON HIGHWAY 6 FOR 3.2 MILES TO A SIDE ROAD
 TW0482'ON THE LEFT.  TURN LEFT, UPGRADE 0.1 MILE TO A T ROAD.  TURN RIGHT,
 TW0482'SOUTHWEST ON TURNER ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.
 TW0482'-PIPELINE CROSSING- CONTINUE STRAIGHT AHEAD ON A PAVED AND GRAVEL
 TW0482'ROAD, PASSING A ROW OF HOUSES ON THE RIGHT AND GO SOUTHWEST ON A
 TW0482'WINDING, NARROW ROAD FOR 1.8 MILES TO END OF ROAD AT A STORAGE
 TW0482'HOUSE AT THE BASE OF A STAIRWAY.  PACK UP THE STAIRWAY TO A
 TW0482'CONCRETE PLATFORM AND THE STATION IN A LARGE ROCK OUTCROP ABOUT
 TW0482'7 FEET ABOVE THE PLATFORM.
 TW0482'
 TW0482'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0482'DISK STAMPED---ALUTOM 1963---, CEMENTED IN A DRILL HOLE IN A LARGE
 TW0482'ROCK OUTCROP.  IT IS ABOUT 20 FEET SOUTHWEST OF THE RADAR TOWER.
 TW0482'
 TW0482'-USED 1913- IS A BRASS PIN WITH A CROSS NEAR THE CENTER, CEMENTED
 TW0482'IN A DRILL HOLE IN THE SAME OUTCROP AS THE STATION MARK AND PROJECTS
 TW0482'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0502 ***********************************************************************
 TW0502  DESIGNATION -  ALUTOM MTN RADAR DOME
 TW0502  PID         -  TW0502
 TW0502  STATE/COUNTY-  GU/
 TW0502  USGS QUAD   -  AGANA (1968)
 TW0502
 TW0502                         *CURRENT SURVEY CONTROL
 TW0502  ___________________________________________________________________
 TW0502* NAD 83(1993)-  13 25 58.21372(N)    215 17 14.77493(W)     ADJUSTED  
 TW0502* LOCAL TIDAL -                                                        
 TW0502  ___________________________________________________________________
 TW0502  EPOCH DATE  -        1993.62
 TW0502  GEOID HEIGHT-          54.54  (meters)                     EGM96
 TW0502
 TW0502  HORZ ORDER  -  THIRD
 TW0502
 TW0502.The horizontal coordinates were established by classical geodetic methods
 TW0502.and adjusted by the National Geodetic Survey in September 1999..
 TW0502.The horizontal coordinates are valid at the epoch date displayed above.
 TW0502.The epoch date for horizontal control is a decimal equivalence
 TW0502.of Year/Month/Day.
 TW0502
 TW0502
 TW0502.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0502.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0502
 TW0502;                    North         East     Units Scale Factor Converg.
 TW0502;UTM  55      - 1,486,151.323   252,324.979   MT  1.00035889   -0 31 54.0
 TW0502
 TW0502                          SUPERSEDED SURVEY CONTROL
 TW0502
 TW0502  GU 63       -  13 25 53.05702(N)    215 17 23.48701(W) AD(       ) 3
 TW0502
 TW0502.Superseded values are not recommended for survey control.
 TW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0502.See file dsdata.txt to determine how the superseded data were derived.
 TW0502
 TW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5232586151(NAD 83)
 TW0502_MARKER: 87 = DOME
 TW0502
 TW0502  HISTORY     - Date     Condition        Report By
 TW0502  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0502
 TW0502                          STATION DESCRIPTION
 TW0502
 TW0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0502'THE STATION IS LOCATED 4 MILES SOUTHWEST OF AGANA, 2 MILES NORTHEAST
 TW0502'OF APRA HEIGHTS, ON THE SUMMIT OF MT ALUTOM.
 TW0502'
 TW0502'THE STRUCTURE IS A CYLINDERICAL SHAPED BUILDING WITH A SMALL DOME,
 TW0502'WITH A TV ANTENNA ON THE SIDE AND ABOUT 25 FEET IN HEIGHT.
 TW0502'
 TW0502'THE TOP CENTER OF THE DOME WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0438 ***********************************************************************
 TW0438  DESIGNATION -  AMANTES GG
 TW0438  PID         -  TW0438
 TW0438  STATE/COUNTY-  GU/
 TW0438  USGS QUAD   -  DEDEDO (1975)
 TW0438
 TW0438                         *CURRENT SURVEY CONTROL
 TW0438  ___________________________________________________________________
 TW0438* NAD 83(1993)-  13 32 09.92488(N)    215 11 49.12459(W)     ADJUSTED  
 TW0438* GUVD63      -       118.0    (meters)     387.     (feet)  VERT ANG  
 TW0438  ___________________________________________________________________
 TW0438  EPOCH DATE  -        1993.62
 TW0438  GEOID HEIGHT-          54.84  (meters)                     EGM96
 TW0438
 TW0438  HORZ ORDER  -  FIRST
 TW0438
 TW0438.The horizontal coordinates were established by classical geodetic methods
 TW0438.and adjusted by the National Geodetic Survey in September 1999..
 TW0438.The horizontal coordinates are valid at the epoch date displayed above.
 TW0438.The epoch date for horizontal control is a decimal equivalence
 TW0438.of Year/Month/Day.
 TW0438
 TW0438.The orthometric height was determined by vertical angle observations.
 TW0438
 TW0438.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0438.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0438
 TW0438;                    North         East     Units Scale Factor Converg.
 TW0438;UTM  55      - 1,497,488.534   262,226.092   MT  1.00029941   -0 30 52.1
 TW0438
 TW0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0438!UTM  55      -   0.99997282  x   1.00029941  =   1.00027222
 TW0438
 TW0438                          SUPERSEDED SURVEY CONTROL
 TW0438
 TW0438  GU 63       -  13 32 04.79029(N)    215 11 57.84316(W) AD(       ) 1
 TW0438
 TW0438.Superseded values are not recommended for survey control.
 TW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0438.See file dsdata.txt to determine how the superseded data were derived.
 TW0438
 TW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6222697489(NAD 83)
 TW0438_MARKER: DD = SURVEY DISK
 TW0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0438_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0438
 TW0438  HISTORY     - Date     Condition        Report By
 TW0438  HISTORY     - 1963     MONUMENTED       CGS
 TW0438
 TW0438                          STATION DESCRIPTION
 TW0438
 TW0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0438'THE STATION IS LOCATED 3-1/4 MILES NORTHEAST OF TAMUNING, ON THE
 TW0438'HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS SUICIDE CLIFF AND TWO
 TW0438'LOVERS LEAP.
 TW0438'
 TW0438'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN TAMUNING, GO
 TW0438'NORTHEAST ON ROUTE 1 FOR 2.8 MILES TO THE TUMON SCHOOL ON THE
 TW0438'LEFT, CONTINUE FOR 2.0 MILES TO A PAVED T ROAD ON THE LEFT AND
 TW0438'A SIGN -CLIFFLINE-.  TURN LEFT AND GO 0.7 MILE TO A SIDE ROAD
 TW0438'LEFT.  TURN LEFT AND FOLLOW THIS ROAD WHICH IS GRAVELED AT
 TW0438'FIRST AND THEN PAVED FOR 0.3 MILE TO A FORK.  TURN RIGHT AND
 TW0438'GO 0.05 MILE TO A FORK.  TURN LEFT AND GO 0.05 MILE TO FORK.
 TW0438'TURN RIGHT AND GO 0.3 MILE TO THE END OF THE ROAD.  PACK
 TW0438'NORTHWEST FOR 75 YARDS TO THE HIGHEST POINT OF THE KNOLL AND
 TW0438'THE STATION.
 TW0438'
 TW0438'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0438'DISK, STAMPED---AMANTES 1963---, SET IN THE TOP OF 4 INCH IRON
 TW0438'PIPE FILLED WITH CONCRETE, THAT PROJECTS 4 INCHES.  IT IS 20 FEET
 TW0438'SOUTHWEST OF THE EDGE OF A CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0416 ***********************************************************************
 TW0416  DESIGNATION -  ANDERSEN AFB COM TOWER 1
 TW0416  PID         -  TW0416
 TW0416  STATE/COUNTY-  GU/
 TW0416  USGS QUAD   -  PATI POINT (1975)
 TW0416
 TW0416                         *CURRENT SURVEY CONTROL
 TW0416  ___________________________________________________________________
 TW0416* NAD 83(1993)-  13 34 22.32629(N)    215 04 16.67267(W)     ADJUSTED  
 TW0416* LOCAL TIDAL -                                                        
 TW0416  ___________________________________________________________________
 TW0416  EPOCH DATE  -        1993.62
 TW0416  GEOID HEIGHT-          54.51  (meters)                     EGM96
 TW0416
 TW0416  HORZ ORDER  -  THIRD
 TW0416
 TW0416.The horizontal coordinates were established by classical geodetic methods
 TW0416.and adjusted by the National Geodetic Survey in September 1999..
 TW0416.The horizontal coordinates are valid at the epoch date displayed above.
 TW0416.The epoch date for horizontal control is a decimal equivalence
 TW0416.of Year/Month/Day.
 TW0416
 TW0416
 TW0416.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0416.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0416
 TW0416;                    North         East     Units Scale Factor Converg.
 TW0416;UTM  55      - 1,501,439.564   275,868.234   MT  1.00022145   -0 29 10.7
 TW0416
 TW0416                          SUPERSEDED SURVEY CONTROL
 TW0416
 TW0416  GU 63       -  13 34 17.20151(N)    215 04 25.39646(W) AD(       ) 3
 TW0416
 TW0416.Superseded values are not recommended for survey control.
 TW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0416.See file dsdata.txt to determine how the superseded data were derived.
 TW0416
 TW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7586801440(NAD 83)
 TW0416_MARKER: 55 = TOWER
 TW0416
 TW0416  HISTORY     - Date     Condition        Report By
 TW0416  HISTORY     - 1963     FIRST OBSERVED   USAF
 TW0416
 TW0416                          STATION DESCRIPTION
 TW0416
 TW0416'DESCRIBED BY US AIR FORCE 1963 (NES)
 TW0416'THE STATION IS LOCATED ON THE ANDERSEN AIR FORCE BASE, AT THE
 TW0416'EAST SIDE OF BUILDING 23002 AND ABOUT 200 FEET NORTHEAST OF THE
 TW0416'HEADQUARTERS BUILDING OF 3RD. AIR DIVISION.
 TW0416'
 TW0416'THE TOWER IS A 3 LEGGED, SELF SUPPORTING STRUCTURE, PAINTED
 TW0416'ALTERNATELY RED AND WHITE, HAS 2 LARGE REFLECTORS NEAR THE TOP
 TW0416'AND IS ABOUT 150 FEET IN HEIGHT.
 TW0416'
 TW0416'A SINGLE RED LIGHT ATOP THE WEST LEG WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0414 ***********************************************************************
 TW0414  DESIGNATION -  ANDERSEN AFB CONTROL TOWER
 TW0414  PID         -  TW0414
 TW0414  STATE/COUNTY-  GU/
 TW0414  USGS QUAD   -  PATI POINT (1975)
 TW0414
 TW0414                         *CURRENT SURVEY CONTROL
 TW0414  ___________________________________________________________________
 TW0414* NAD 83(1993)-  13 34 32.33016(N)    215 04 07.40966(W)     ADJUSTED  
 TW0414* LOCAL TIDAL -                                                        
 TW0414  ___________________________________________________________________
 TW0414  EPOCH DATE  -        1993.62
 TW0414  GEOID HEIGHT-          54.50  (meters)                     EGM96
 TW0414
 TW0414  HORZ ORDER  -  THIRD
 TW0414
 TW0414.The horizontal coordinates were established by classical geodetic methods
 TW0414.and adjusted by the National Geodetic Survey in September 1999..
 TW0414.The horizontal coordinates are valid at the epoch date displayed above.
 TW0414.The epoch date for horizontal control is a decimal equivalence
 TW0414.of Year/Month/Day.
 TW0414
 TW0414
 TW0414.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0414.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0414
 TW0414;                    North         East     Units Scale Factor Converg.
 TW0414;UTM  55      - 1,501,744.698   276,149.376   MT  1.00021989   -0 29 08.9
 TW0414
 TW0414                          SUPERSEDED SURVEY CONTROL
 TW0414
 TW0414  GU 63       -  13 34 27.20623(N)    215 04 16.13257(W) AD(       ) 3
 TW0414
 TW0414.Superseded values are not recommended for survey control.
 TW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0414.See file dsdata.txt to determine how the superseded data were derived.
 TW0414
 TW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7614901745(NAD 83)
 TW0414_MARKER: 58 = CONTROL TOWER
 TW0414
 TW0414  HISTORY     - Date     Condition        Report By
 TW0414  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0414
 TW0414                          STATION DESCRIPTION
 TW0414
 TW0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0414'THE STATION IS LOCATED ABOUT MIDWAY AND ON THE SOUTHEAST SIDE
 TW0414'OF THE ANDERSEN AIR FORCE BASE RUNWAY AND ABOUT 100 FEET NORTHWEST
 TW0414'OF PERIMETER ROAD.
 TW0414'
 TW0414'THE TOWER IS A CONCRETE, CYLINDERICAL STRUCTURE WITH SPIRAL STEPS ON
 TW0414'THE OUTER SIDES, A GLASSED IN CONTROL AREA NEAR THE TOP AND ABOUT
 TW0414'80 FEET IN HEIGHT.
 TW0414'
 TW0414'A DOUBLE RED LIGHT ON THE NORTHEAST SIDE WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0413 ***********************************************************************
 TW0413  DESIGNATION -  ANDERSEN AFB W TANK
 TW0413  PID         -  TW0413
 TW0413  STATE/COUNTY-  GU/
 TW0413  USGS QUAD   -  PATI POINT (1975)
 TW0413
 TW0413                         *CURRENT SURVEY CONTROL
 TW0413  ___________________________________________________________________
 TW0413* NAD 83(1993)-  13 34 46.37612(N)    215 03 38.27506(W)     ADJUSTED  
 TW0413* LOCAL TIDAL -                                                        
 TW0413  ___________________________________________________________________
 TW0413  EPOCH DATE  -        1993.62
 TW0413  GEOID HEIGHT-          54.48  (meters)                     EGM96
 TW0413
 TW0413  HORZ ORDER  -  THIRD
 TW0413
 TW0413.The horizontal coordinates were established by classical geodetic methods
 TW0413.and adjusted by the National Geodetic Survey in September 1999..
 TW0413.The horizontal coordinates are valid at the epoch date displayed above.
 TW0413.The epoch date for horizontal control is a decimal equivalence
 TW0413.of Year/Month/Day.
 TW0413
 TW0413
 TW0413.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0413.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0413
 TW0413;                    North         East     Units Scale Factor Converg.
 TW0413;UTM  55      - 1,502,169.023   277,029.075   MT  1.00021503   -0 29 02.5
 TW0413
 TW0413                          SUPERSEDED SURVEY CONTROL
 TW0413
 TW0413  GU 63       -  13 34 41.25260(N)    215 03 46.99873(W) AD(       ) 3
 TW0413
 TW0413.Superseded values are not recommended for survey control.
 TW0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0413.See file dsdata.txt to determine how the superseded data were derived.
 TW0413
 TW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7702902169(NAD 83)
 TW0413_MARKER: 51 = TANK
 TW0413
 TW0413  HISTORY     - Date     Condition        Report By
 TW0413  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0413
 TW0413                          STATION DESCRIPTION
 TW0413
 TW0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0413'THE STATION IS LOCATED AT THE NORTHEAST END OF THE ANDERSEN
 TW0413'AIR FORCE BASE, 0.05 MILE NORTHWEST OF PERIMETER ROAD AND AT
 TW0413'BUILDING 19009.
 TW0413'
 TW0413'THE STATION IS A LARGE, BOWL SHAPED, RED AND WHITE CHECKERED
 TW0413'TANK, SUPPORTED BY SIX LEGS, APPROXIMATELY 80 FEET IN HEIGHT AND
 TW0413'HAS A ROTATING BEACON ON TOP.
 TW0413'
 TW0413'THE BEACON WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0485 ***********************************************************************
 TW0485  DESIGNATION -  APRA JCT GG
 TW0485  PID         -  TW0485
 TW0485  STATE/COUNTY-  GU/GUAM
 TW0485  USGS QUAD   -  AGAT (1975)
 TW0485
 TW0485                         *CURRENT SURVEY CONTROL
 TW0485  ___________________________________________________________________
 TW0485* NAD 83(1993)-  13 24 39.97776(N)    215 19 26.20288(W)     ADJUSTED  
 TW0485* GUVD63      -        35.     (meters)     115.     (feet)  SCALED    
 TW0485  ___________________________________________________________________
 TW0485  EPOCH DATE  -        1993.62
 TW0485  GEOID HEIGHT-          54.48  (meters)                     EGM96
 TW0485
 TW0485  HORZ ORDER  -  SECOND
 TW0485
 TW0485.The horizontal coordinates were established by classical geodetic methods
 TW0485.and adjusted by the National Geodetic Survey in September 1999..
 TW0485.The horizontal coordinates are valid at the epoch date displayed above.
 TW0485.The epoch date for horizontal control is a decimal equivalence
 TW0485.of Year/Month/Day.
 TW0485
 TW0485.The orthometric height was scaled from a topographic map.
 TW0485
 TW0485.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0485.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0485
 TW0485;                    North         East     Units Scale Factor Converg.
 TW0485;UTM  55      - 1,483,783.175   248,347.468   MT  1.00038347   -0 32 21.5
 TW0485
 TW0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0485!UTM  55      -   0.99998593  x   1.00038347  =   1.00036939
 TW0485
 TW0485                          SUPERSEDED SURVEY CONTROL
 TW0485
 TW0485  GU 63       -  13 24 34.81472(N)    215 19 34.91531(W) AD(       ) 2
 TW0485
 TW0485.Superseded values are not recommended for survey control.
 TW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0485.See file dsdata.txt to determine how the superseded data were derived.
 TW0485
 TW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4834783783(NAD 83)
 TW0485_MARKER: DD = SURVEY DISK
 TW0485_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TW0485_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TW0485_STAMPING: APRA JCT 1963
 TW0485_MARK LOGO: NONE  
 TW0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0485
 TW0485  HISTORY     - Date     Condition        Report By
 TW0485  HISTORY     - 1963     MONUMENTED       CGS
 TW0485  HISTORY     - 1967     GOOD             CGS
 TW0485
 TW0485                          STATION DESCRIPTION
 TW0485
 TW0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0485'THE STATION IS 1-3/4 MILES NORTHEAST OF AGAT,-3/4 MILE NORTHWEST
 TW0485'OF APRA HEIGHTS, ON A HIGH BANK AT THE NORTHWEST SIDE OF THE
 TW0485'JUNCTION OF HIGHWAYS 5 AND 2A.
 TW0485'
 TW0485'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 11, 5 MILES
 TW0485'WEST OF AGANA, GO SOUTHWEST ON HIGHWAY 1 FOR 3.2 MILES TO THE JUNCTION
 TW0485'OF HIGHWAY 2A ON THE LEFT.  TURN LEFT AND GO EAST AND SOUTH ON
 TW0485'HIGHWAY 2A FOR 0.85 MILE TO THE STATION ON THE RIGHT JUST BEFORE
 TW0485'REACHING THE JUNCTION OF HIGHWAY 5 ON THE LEFT.
 TW0485'
 TW0485'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0485'STAMPED---APRA JCT 1963---, SET IN A CONCRETE POST WHICH PROJECTS
 TW0485'3 INCHES.  IT IS 50 FEET WEST NORTHWEST OF THE CENTER OF HIGHWAY
 TW0485'2A, 31 FEET WEST NORTHWEST OF 6 INCH SQUARE CONCRETE POST
 TW0485'-BURIED CABLE MARKER-, 9.5 FEET NORTH NORTHWEST OF A 8 INCH POST
 TW0485'WHICH PROJECTS 3 FEET, 3 FEET WEST OF A 2-1/2 INCH IRON PIPE AND
 TW0485'ON A BANK ABOUT 15 FEET HIGHER IN ELEVATION THAN HIGHWAY 2A.
 TW0485
 TW0485                          STATION RECOVERY (1967)
 TW0485
 TW0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NES)
 TW0485'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK WAS
 TW0485'ESTABLISHED.  A
 TW0485'COMPLETE DESCRIPTION FOLLOWS  STATION IS LOCATED ABOUT 3/4-MILE
 TW0485'NORTHWEST OF APRA
 TW0485'HEIGHTS, AT THE JUNCTION OF HIGHWAYS 2A AND 5, UP ON A HIGH,
 TW0485'BRUSH-COVERED,  CUTBANK ON
 TW0485'THE NORTHWEST SIDE OF HIGHWAY 2A.  TO REACH STATION FROM THE POST
 TW0485'OFFICE IN AGANA, GO
 TW0485'NORTH ON ASPINALL AVENUE FOR 0.2 MILE TURN LEFT AND GO WEST AND SOUTH
 TW0485'ON HIGHWAY 1 FOR
 TW0485'7.6 MILES TO JUNCTION WITH HIGHWAY 2A.  TURN LEFT ON HIGHWAY 2A AND GO
 TW0485'0.9 MILE TO STATION
 TW0485'ON RIGHT, 195 FEET BEFORE REACHING JUNCTION OF HIGHWAYS 2A AND 5.
 TW0485'STATION IS A GOV-GUAM
 TW0485'TRIANGULATION DISK, STAMPED APRA JCT 1963, SET IN THE TOP OF A
 TW0485'12-INCH-SQUARE,  CONCRETE
 TW0485'BLOCK PROJECTING 6 INCHES FROM THE CORAL BEDROCK.  IT IS 12 FEET
 TW0485'WEST-NORTHWEST FROM
 TW0485'EDGE OF CUTBANK, 12 FEET NORTHWEST OF A WHITE, WOODEN POST, 50 FEET
 TW0485'WEST-NORTHWEST OF
 TW0485'CENTER LINE OF HIGHWAY, 15 FEET HIGHER THAN HIGHWAY, AND SET MIDWAY
 TW0485'BETWEEN 2 RED AND
 TW0485'WHITE METAL PIPES THAT ARE 8 FEET APART.  REFERENCE MARK NUMBER ONE IS
 TW0485'A STANDARD DISK
 TW0485'STAMPED APRA JCT 1963 NO 1 1967, CEMENTED IN A DRILL HOLE IN THE
 TW0485'SOUTHEAST CORNER OF A 6
 TW0485'X 10-FOOT CONCRETE PAD THAT IS FLUSH WITH HIGHWAY AND HAS A 30-INCH
 TW0485'MANHOLE COVER IN THE
 TW0485'CENTER.  IT IS 25 FEET EAST-SOUTHEAST OF CENTER LINE OF HIGHWAY, 120
 TW0485'FEET NORTH OF THE
 TW0485'HIGHWAY JUNCTION, 2 FEET WEST OF A SMALL, YELLOW, PIPE GUARD-RAIL, AND
 TW0485'14.6 FEET LOWER
 TW0485'THAN STATION MARK.
 TW0485' 
 TW0485' 
 TW0485' 
 TW0485'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0547 ***********************************************************************
 TW0547  DESIGNATION -  ASAGAS GG
 TW0547  PID         -  TW0547
 TW0547  STATE/COUNTY-  GU/
 TW0547  USGS QUAD   -  INARAJAN (1968)
 TW0547
 TW0547                         *CURRENT SURVEY CONTROL
 TW0547  ___________________________________________________________________
 TW0547* NAD 83(1993)-  13 17 16.19153(N)    215 15 32.00851(W)     ADJUSTED  
 TW0547* GUVD63      -        94.     (meters)     308.     (feet)  SCALED    
 TW0547  ___________________________________________________________________
 TW0547  EPOCH DATE  -        1993.62
 TW0547  GEOID HEIGHT-          53.31  (meters)                     EGM96
 TW0547
 TW0547  HORZ ORDER  -  SECOND
 TW0547
 TW0547.The horizontal coordinates were established by classical geodetic methods
 TW0547.and adjusted by the National Geodetic Survey in September 1999..
 TW0547.The horizontal coordinates are valid at the epoch date displayed above.
 TW0547.The epoch date for horizontal control is a decimal equivalence
 TW0547.of Year/Month/Day.
 TW0547
 TW0547.The orthometric height was scaled from a topographic map.
 TW0547
 TW0547.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0547.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0547
 TW0547;                    North         East     Units Scale Factor Converg.
 TW0547;UTM  55      - 1,470,075.459   255,271.034   MT  1.00034095   -0 31 10.0
 TW0547
 TW0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0547!UTM  55      -   0.99997683  x   1.00034095  =   1.00031778
 TW0547
 TW0547                          SUPERSEDED SURVEY CONTROL
 TW0547
 TW0547  GU 63       -  13 17 10.99964(N)    215 15 40.72475(W) AD(       ) 2
 TW0547
 TW0547.Superseded values are not recommended for survey control.
 TW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0547.See file dsdata.txt to determine how the superseded data were derived.
 TW0547
 TW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5527170075(NAD 83)
 TW0547_MARKER: DD = SURVEY DISK
 TW0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0547_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0547
 TW0547  HISTORY     - Date     Condition        Report By
 TW0547  HISTORY     - 1963     MONUMENTED       CGS
 TW0547
 TW0547                          STATION DESCRIPTION
 TW0547
 TW0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0547'THE STATION IS LOCATED 1 MILE NORTH NORTHWEST OF INARAJAN, ON THE
 TW0547'SUMMIT OF A LOW BARE TOPPED KNOLL THAT HAS SWORD GRASS, COVERED
 TW0547'SIDES.
 TW0547'
 TW0547'TO REACH THE STATION FROM THE ST JOSEPHS CATHOLIC CHURCH IN INARAJAN,
 TW0547'GO NORTHERLY ON ROUTE 4 FOR 0.25 MILE TO A FORK, TURN RIGHT AND GO
 TW0547'NORTHEAST FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.8 MILE
 TW0547'TO A FORK, TURN RIGHT AND GO 20 YARDS, BEAR LEFT LEAVING THE ROAD AND
 TW0547'GO 0.05 MILE TO THE BASE OF THE HILL AND END OF TRUCK TRAVEL.  PACK
 TW0547'WESTERLY FOR 50 YARDS TO THE HIGHEST POINT OF THE HILL AND THE
 TW0547'STATION.
 TW0547'
 TW0547'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0547'STAMPED---ASAGAS 1963---, SET IN CONCRETE IN A 8 INCH CAST IRON
 TW0547'HOUSING WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 TW0547'177 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0367 ***********************************************************************
 TW0367  DESIGNATION -  ASALONSA
 TW0367  PID         -  TW0367
 TW0367  STATE/COUNTY-  GU/GUAM
 TW0367  USGS QUAD   -  TALOFOFO (1975)
 TW0367
 TW0367                         *CURRENT SURVEY CONTROL
 TW0367  ___________________________________________________________________
 TW0367* NAD 83(1993)-  13 19 25.93108(N)    215 14 07.44156(W)     ADJUSTED  
 TW0367* GUVD04      -        73.973  (meters)     242.69   (feet)  ADJUSTED  
 TW0367  ___________________________________________________________________
 TW0367  EPOCH DATE  -        1993.62
 TW0367  GEOID HEIGHT-          53.56  (meters)                     EGM96
 TW0367
 TW0367  HORZ ORDER  -  SECOND
 TW0367  VERT ORDER  -  FIRST     CLASS II
 TW0367
 TW0367.The horizontal coordinates were established by classical geodetic methods
 TW0367.and adjusted by the National Geodetic Survey in September 1999..
 TW0367.The horizontal coordinates are valid at the epoch date displayed above.
 TW0367.The epoch date for horizontal control is a decimal equivalence
 TW0367.of Year/Month/Day.
 TW0367
 TW0367.The orthometric height was determined by differential leveling
 TW0367.and adjusted by the National Geodetic Survey in May 2005..
 TW0367
 TW0367.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0367.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0367
 TW0367;                    North         East     Units Scale Factor Converg.
 TW0367;UTM  55      - 1,474,040.712   257,853.035   MT  1.00032540   -0 30 55.5
 TW0367
 TW0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0367!UTM  55      -   0.99997994  x   1.00032540  =   1.00030534
 TW0367
 TW0367                          SUPERSEDED SURVEY CONTROL
 TW0367
 TW0367  GU 63       -  13 19 20.74847(N)    215 14 16.15751(W) AD(       ) 2
 TW0367
 TW0367.Superseded values are not recommended for survey control.
 TW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0367.See file dsdata.txt to determine how the superseded data were derived.
 TW0367
 TW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5785374041(NAD 83)
 TW0367_MARKER: DS = TRIANGULATION STATION DISK
 TW0367_SETTING: 0 = UNSPECIFIED SETTING
 TW0367_SP_SET: CAST IRON HOUSING
 TW0367_STAMPING: ASALONSA 1963
 TW0367_MARK LOGO: GU    
 TW0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0367+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 TW0367
 TW0367  HISTORY     - Date     Condition        Report By
 TW0367  HISTORY     - 1963     MONUMENTED       CGS
 TW0367  HISTORY     - 20040504 GOOD             GUAMLM
 TW0367
 TW0367                          STATION DESCRIPTION
 TW0367
 TW0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0367'THE STATION IS LOCATED 3-1/2 MILES NORTH NORTHEAST OF INARAJAN,
 TW0367'2 MILES SOUTH SOUTHEAST OF TALOFOFO AND ON THE WEST SIDE OF
 TW0367'ROUTE 4.
 TW0367'
 TW0367'TO REACH THE STATION FROM THE ST FRANCIS CATHOLIC CHURCH IN YONA,
 TW0367'GO SOUTHERLY ON ROUTE 4 FOR 2.6 MILES TO THE JUNCTION OF ROUTE 17,
 TW0367'CONTINUE ON ROUTE 4 FOR 4.3 MILES TO TOP OF GRADE AND A SIDE ROAD
 TW0367'RIGHT, TURN RIGHT AND GO 20 YARDS TO THE STATION ON THE LEFT.
 TW0367'
 TW0367'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0367'STAMPED---ASALONSA 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0367'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 68 FEET
 TW0367'WEST OF THE CENTER OF ROUTE 4, 58 FEET NORTHEAST OF A 12 INCH
 TW0367'TRIANGLE BLAZED COCONUT TREE, 32 FEET SOUTHEAST OF A 12 INCH TRIANGLE
 TW0367'BLAZED COCONUT TREE AND 23 FEET SOUTH OF THE CENTER OF A TRUCK ROAD.
 TW0367
 TW0367                          STATION RECOVERY (2004)
 TW0367
 TW0367'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0367'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0367'OF INARAJAN.
 TW0367' 
 TW0367'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 TW0367'AND ROUTE 4A, GO SOUTH ON ROUTE 4 FOR 0.15 MILES.  THE STATION IS ON
 TW0367'EAST SIDE OF ROUTE 4.
 TW0367' 
 TW0367'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 21.80M WEST OF
 TW0367'CENTERLINE OF ROUTE 4, M NORTHWEST EDGE OF TELEPHONE BOX.  THE STATION
 TW0367'IS A 1963 GUAM GEODETIC TRIANGULATION NETWORK DISK, STAMPED ASALONSA
 TW0367'1963, ENCASED WITH A CAST IRON HOUSING 6 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0368 ***********************************************************************
 TW0368  DESIGNATION -  ASAN
 TW0368  PID         -  TW0368
 TW0368  STATE/COUNTY-  GU/GUAM
 TW0368  USGS QUAD   -  AGANA (1968)
 TW0368
 TW0368                         *CURRENT SURVEY CONTROL
 TW0368  ___________________________________________________________________
 TW0368* NAD 83(1993)-  13 28 22.97722(N)    215 17 07.98901(W)     ADJUSTED  
 TW0368* GUVD63      -         3.834  (meters)      12.58   (feet)  ADJ UNCH  
 TW0368  ___________________________________________________________________
 TW0368  EPOCH DATE  -        1993.62
 TW0368  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0368
 TW0368  HORZ ORDER  -  THIRD
 TW0368  VERT ORDER  -  FIRST     CLASS II
 TW0368
 TW0368.The horizontal coordinates were established by classical geodetic methods
 TW0368.and adjusted by the National Geodetic Survey in September 1999..
 TW0368.The horizontal coordinates are valid at the epoch date displayed above.
 TW0368.The epoch date for horizontal control is a decimal equivalence
 TW0368.of Year/Month/Day.
 TW0368
 TW0368.The orthometric height was key entered from printed documents
 TW0368.and not key verified.
 TW0368
 TW0368.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0368.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0368
 TW0368;                    North         East     Units Scale Factor Converg.
 TW0368;UTM  55      - 1,490,599.667   252,570.497   MT  1.00035738   -0 31 58.0
 TW0368
 TW0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0368!UTM  55      -   0.99999079  x   1.00035738  =   1.00034817
 TW0368
 TW0368                          SUPERSEDED SURVEY CONTROL
 TW0368
 TW0368  GU 63       -  13 28 17.82959(N)    215 17 16.70227(W) AD(       ) 3
 TW0368
 TW0368.Superseded values are not recommended for survey control.
 TW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0368.See file dsdata.txt to determine how the superseded data were derived.
 TW0368
 TW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5257090600(NAD 83)
 TW0368_MARKER: DS = TRIANGULATION STATION DISK
 TW0368_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0368_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0368_STAMPING: ASAN 1963
 TW0368_MARK LOGO: GU    
 TW0368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0368
 TW0368  HISTORY     - Date     Condition        Report By
 TW0368  HISTORY     - 1963     MONUMENTED       CGS
 TW0368  HISTORY     - 1967     GOOD             CGS
 TW0368
 TW0368                          STATION DESCRIPTION
 TW0368
 TW0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0368'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF AGANA, 3/4 MILE
 TW0368'EAST NORTHEAST OF PITI, AND 1/2 MILE EAST SOUTHEAST OF ASAN POINT.
 TW0368'
 TW0368'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0368'ASPINALL AVENUE FOR 0.2 MILE TO HIGHWAY 1.  TURN LEFT, AND FOLLOW
 TW0368'HIGHWAY 1 WEST FOR 1.4 MILES TO THE JUNCTION OF HIGHWAY 1 AND
 TW0368'HIGHWAY 6.  CONTINUE AHEAD, WEST, ON HIGHWAY 1 FOR 1.2 MILES TO THE
 TW0368'STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 TW0368'
 TW0368'THE STATION MARK, STAMPED---ASAN 1963---, IS A STANDARD GOVERNMENT OF
 TW0368'GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A 6 INCH CAST IRON
 TW0368'CASING AND IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAS
 TW0368'IRON CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY-
 TW0368'INSCRIBED ON THE LID.  IT IS 41 FEET NORTH OF THE CENTER OF HIGHWAY 1.
 TW0368
 TW0368                          STATION RECOVERY (1967)
 TW0368
 TW0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NES)
 TW0368'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 TW0368'REFERENCE MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 TW0368'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF AGANA, 3/4-MILE
 TW0368'EAST-NORTHEAST OF PITI VILLAGE, 100 YARDS EAST OF THE ASAN RIVER,
 TW0368'ALONG THE NORTH SIDE OF HIGHWAY 1 IN FRONT OF AN OLD TAVERN, AND
 TW0368'ACROSS THE HIGHWAY FROM A PAVED T-ROAD INTERSECTION AND THE BLAS
 TW0368'RETAIL STORE.
 TW0368'
 TW0368'TO REACH STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON ASPINALL
 TW0368'AVENUE FOR 0.2 MILE TURN LEFT AND GO WEST ON HIGHWAY 1 FOR 1.4 MILES
 TW0368'TO THE JUNCTION OF HIGHWAYS 1 AND 6.  CONTINUE AHEAD
 TW0368'ON HIGHWAY 1 FOR 1.2 MILES TO STATION ON RIGHT.
 TW0368'
 TW0368'STATION MARK IS A GOV-GUAM TRIANGULATION DISK, STAMPED ASAN 1963, SET
 TW0368'IN CONCRETE, 1 INCH BELOW GROUND LEVEL, INSIDE AN 8-INCH, IRON CASING
 TW0368'THAT IS FLUSH WITH THE GROUND AND HAS A CAST-IRON LID WITH THE WORD
 TW0368'SURVEY EMBOSSED ON IT.  THE MARK IS 114 FEET WEST-SOUTHWEST OF A WHITE
 TW0368'FLAGPOLE ON A WHITE CONCRETE BASE, 41 FEET NORTH OF CENTER LINE OF
 TW0368'HIGHWAY, 8.5 FEET SOUTHEAST OF A LARGE, CONCRETE POWER POLE (NO.
 TW0368'DL-58), 13.2 FEET SOUTHEAST OF A WOODEN POWER POLE WITH A SMALL
 TW0368'TRIANGULAR BLAZE ON IT, AND 8.6 FEET SOUTH OF A SECOND WOODEN POWER
 TW0368'POLE.  REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ASAN 1963
 TW0368'NO 1 1967, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A CONCRETE
 TW0368'POWER POLE (NO. DL-59).  IT IS 3 INCHES SOUTHWEST OF THE BASE OF THE
 TW0368'POLE AND AT ABOUT THE SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0369 ***********************************************************************
 TW0369  DESIGNATION -  ASATDAS
 TW0369  PID         -  TW0369
 TW0369  STATE/COUNTY-  GU/GUAM
 TW0369  USGS QUAD   -  DEDEDO (1975)
 TW0369
 TW0369                         *CURRENT SURVEY CONTROL
 TW0369  ___________________________________________________________________
 TW0369* NAD 83(1993)-  13 31 05.71917(N)    215 08 01.29727(W)     ADJUSTED  
 TW0369* GUVD63      -       121.901  (meters)     399.94   (feet)  ADJ UNCH  
 TW0369  ___________________________________________________________________
 TW0369  EPOCH DATE  -        1993.62
 TW0369  GEOID HEIGHT-          54.54  (meters)                     EGM96
 TW0369
 TW0369  HORZ ORDER  -  SECOND
 TW0369  VERT ORDER  -  FIRST     CLASS II
 TW0369
 TW0369.The horizontal coordinates were established by classical geodetic methods
 TW0369.and adjusted by the National Geodetic Survey in September 1999..
 TW0369.The horizontal coordinates are valid at the epoch date displayed above.
 TW0369.The epoch date for horizontal control is a decimal equivalence
 TW0369.of Year/Month/Day.
 TW0369
 TW0369.The orthometric height was key entered from printed documents
 TW0369.and not key verified.
 TW0369
 TW0369.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0369.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0369
 TW0369;                    North         East     Units Scale Factor Converg.
 TW0369;UTM  55      - 1,495,454.289   269,061.001   MT  1.00025978   -0 29 56.3
 TW0369
 TW0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0369!UTM  55      -   0.99997225  x   1.00025978  =   1.00023203
 TW0369
 TW0369                          SUPERSEDED SURVEY CONTROL
 TW0369
 TW0369  GU 63       -  13 31 00.58139(N)    215 08 10.01810(W) AD(       ) 2
 TW0369
 TW0369.Superseded values are not recommended for survey control.
 TW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0369.See file dsdata.txt to determine how the superseded data were derived.
 TW0369
 TW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6906195454(NAD 83)
 TW0369_MARKER: DS = TRIANGULATION STATION DISK
 TW0369_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0369_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0369_STAMPING: ASATDAS 1963
 TW0369_MARK LOGO: GU    
 TW0369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0369
 TW0369  HISTORY     - Date     Condition        Report By
 TW0369  HISTORY     - 1963     MONUMENTED       CGS
 TW0369
 TW0369                          STATION DESCRIPTION
 TW0369
 TW0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0369'THE STATION IS 3 MILES EAST OF WETTENGEL JUNCTION, ALONG THE NORTH
 TW0369'SIDE OF HIGHWAY 1, ON A CUTBANK OVERLOOKING ASATDAS JUNCTION.
 TW0369'
 TW0369'TO REACH THE STATION FROM THE WETTENGEL SCHOOL AT WETTENGEL
 TW0369'JUNCTION, GO EAST ON HIGHWAY 1 FOR 3.3 MILES TO ASATDAS JUNCTION
 TW0369'AND THE STATION ON THE LEFT.
 TW0369'
 TW0369'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0369'DISK STAMPED---ASATDAS 1963---, SET IN A CONCRETE POST AND ENCLOSED
 TW0369'IN A CAST IRON HOUSING WHICH PROJECTS 8 INCHES.  IT IS 103 FEET
 TW0369'SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING, 41 FEET NORTH
 TW0369'OF THE CENTER LINE OF HIGHWAY 1 AND 23.5 FEET SOUTH OF A LONE
 TW0369'COCONUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0540 ***********************************************************************
 TW0540  DESIGNATION -  ASUPIAN
 TW0540  PID         -  TW0540
 TW0540  STATE/COUNTY-  GU/
 TW0540  USGS QUAD   -  TALOFOFO (1975)
 TW0540
 TW0540                         *CURRENT SURVEY CONTROL
 TW0540  ___________________________________________________________________
 TW0540* NAD 83(1993)-  13 18 41.69836(N)    215 15 07.92067(W)     ADJUSTED  
 TW0540* GUVD63      -       117.0    (meters)     384.     (feet)  VERT ANG  
 TW0540  ___________________________________________________________________
 TW0540  EPOCH DATE  -        1993.62
 TW0540  GEOID HEIGHT-          53.52  (meters)                     EGM96
 TW0540
 TW0540  HORZ ORDER  -  FIRST
 TW0540
 TW0540.The horizontal coordinates were established by classical geodetic methods
 TW0540.and adjusted by the National Geodetic Survey in September 1999..
 TW0540.The horizontal coordinates are valid at the epoch date displayed above.
 TW0540.The epoch date for horizontal control is a decimal equivalence
 TW0540.of Year/Month/Day.
 TW0540
 TW0540.The orthometric height was determined by vertical angle observations.
 TW0540
 TW0540.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0540.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0540
 TW0540;                    North         East     Units Scale Factor Converg.
 TW0540;UTM  55      - 1,472,697.415   256,020.064   MT  1.00033642   -0 31 07.7
 TW0540
 TW0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0540!UTM  55      -   0.99997319  x   1.00033642  =   1.00030960
 TW0540
 TW0540                          SUPERSEDED SURVEY CONTROL
 TW0540
 TW0540  GU 63       -  13 18 36.51270(N)    215 15 16.63638(W) AD(       ) 1
 TW0540
 TW0540.Superseded values are not recommended for survey control.
 TW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0540.See file dsdata.txt to determine how the superseded data were derived.
 TW0540
 TW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5602072697(NAD 83)
 TW0540_MARKER: I = METAL ROD
 TW0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0540_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0540
 TW0540  HISTORY     - Date     Condition        Report By
 TW0540  HISTORY     - 1963     MONUMENTED       CGS
 TW0540
 TW0540                          STATION DESCRIPTION
 TW0540
 TW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0540'THE STATION IS 2-1/2 MILES NORTH OF INARAJAN, 3 MILES SOUTH SOUTHWEST
 TW0540'OF TALOFOFO, 1 MILE WEST OF HIGHWAY 4, ON THE SUMMIT OF A LOW, RED
 TW0540'HILL, IN PASTURE LAND OWNED BY MR. MARTINEZ.
 TW0540'
 TW0540'TO REACH THE STATION FROM THE JUNCTION TELOFOFO ROAD AND HIGHWAY 4
 TW0540'ABOUT 3-1/2 MILES SOUTH OF WITEK JUNCTION, GO SOUTHERLY ON HIGHWAY 4
 TW0540'FOR 2.5 MILES TO A CONCRETE RESERVOIR ON THE LEFT.  CONTINUE SOUTHERLY
 TW0540'ON HIGHWAY 4 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 TW0540'AND GO WESTERLY ON A GRAVEL ROAD FOR 0.25 MILE TO A TRACK ROAD ON THE
 TW0540'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A BOARD GATE.-LOCKED-
 TW0540'PASS THROUGH THE GATE AND GO 0.25 MILE TO A GATE.  PASS THROUGH THE
 TW0540'GATE AND CONTINUE ON THE MAIN ROAD FOR 0.45 MILE TO FARM BUILDINGS
 TW0540'ON THE RIGHT.  CONTINUE WEST ON A TRACK ROAD ALONG THE TOP OF A
 TW0540'RIDGE FOR 0.25 MILE TO THE STATION ON THE LEFT.
 TW0540'
 TW0540'THE STATION MARK IS A NAIL WITH PUNCH HOLE, SET IN THE TOP OF A
 TW0540'1-3/4 INCH PIPE WHICH IS FILLED AND REINFORCED WITH CEMENT AND
 TW0540'PROJECTS 10 INCHES.  IT IS ABOUT 200 FEET SOUTHWEST OF A CONCRETE
 TW0540'WATER STORAGE TANK, 33 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 TW0540'AND 6 FEET NORTH OF WHERE THE HILL DROPS OFF SHARPLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0370 ***********************************************************************
 TW0370  DESIGNATION -  AYUGA
 TW0370  PID         -  TW0370
 TW0370  STATE/COUNTY-  GU/GUAM
 TW0370  USGS QUAD   -  AGAT (1975)
 TW0370
 TW0370                         *CURRENT SURVEY CONTROL
 TW0370  ___________________________________________________________________
 TW0370* NAD 83(1993)-  13 23 51.02894(N)    215 20 13.52493(W)     ADJUSTED  
 TW0370* GUVD63      -         1.813  (meters)       5.95   (feet)  ADJ UNCH  
 TW0370  ___________________________________________________________________
 TW0370  EPOCH DATE  -        1993.62
 TW0370  GEOID HEIGHT-          54.43  (meters)                     EGM96
 TW0370
 TW0370  HORZ ORDER  -  THIRD
 TW0370  VERT ORDER  -  FIRST     CLASS II
 TW0370
 TW0370.The horizontal coordinates were established by classical geodetic methods
 TW0370.and adjusted by the National Geodetic Survey in September 1999..
 TW0370.The horizontal coordinates are valid at the epoch date displayed above.
 TW0370.The epoch date for horizontal control is a decimal equivalence
 TW0370.of Year/Month/Day.
 TW0370
 TW0370.The orthometric height was key entered from printed documents
 TW0370.and not key verified.
 TW0370
 TW0370.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0370.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0370
 TW0370;                    North         East     Units Scale Factor Converg.
 TW0370;UTM  55      - 1,482,291.817   246,909.092   MT  1.00039245   -0 32 30.5
 TW0370
 TW0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0370!UTM  55      -   0.99999116  x   1.00039245  =   1.00038360
 TW0370
 TW0370                          SUPERSEDED SURVEY CONTROL
 TW0370
 TW0370  GU 63       -  13 23 45.86267(N)    215 20 22.23736(W) AD(       ) 2
 TW0370
 TW0370.Superseded values are not recommended for survey control.
 TW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0370.See file dsdata.txt to determine how the superseded data were derived.
 TW0370
 TW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4690982292(NAD 83)
 TW0370_MARKER: DS = TRIANGULATION STATION DISK
 TW0370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0370_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0370_STAMPING: AYUGA 1963
 TW0370_MARK LOGO: GU    
 TW0370_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0370
 TW0370  HISTORY     - Date     Condition        Report By
 TW0370  HISTORY     - 1963     MONUMENTED       CGS
 TW0370  HISTORY     - 1967     GOOD             CGS
 TW0370
 TW0370                          STATION DESCRIPTION
 TW0370
 TW0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0370'THE STATION IS 1 MILE NORTH OF AGAT, 1-1/2 MILES WEST SOUTHWEST OF
 TW0370'APRA HEIGHTS AND ON THE WEST RIGHT OF WAY OF HIGHWAY 2.
 TW0370'
 TW0370'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 2 AND 12, 1 MILE
 TW0370'NORTH OF AGAT, GO NORTH ON HIGHWAY 2 FOR 0.1 MILE TO A HOUSE AND THE
 TW0370'STATION ON THE LEFT, WEST SIDE OF THE HIGHWAY.
 TW0370'
 TW0370'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0370'STAMPED---AYUGA 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH TH
 TW0370'THE SURFACE OF THE GROUND.  IT IS 42 FEET NORTHEAST OF THE
 TW0370'NORTHEAST CORNER OF A HOUSE, 21-1/2 FEET NORTH OF A POWER POLE AND
 TW0370'34-1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY 2.
 TW0370'
 TW0370'AGAT 1, IS A SQUARE HEAD BOLT WITH A CHISELED CROSS, SET IN A 6 INCH
 TW0370'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 80-1/2 FEET
 TW0370'NORTHEAST OF A POWER POLE, 36 FEET EAST OF THE CENTER LINE OF HIGHWAY
 TW0370'2 AND 2 FEET NORTHWEST OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TW0370'3 FEET.
 TW0370
 TW0370                          STATION RECOVERY (1967)
 TW0370
 TW0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0370'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0370'DISTANCE AND
 TW0370'DIRECTION TO AGAT 1 WERE  CHECKED AND FOUND CORRECT.  ORIGINAL
 TW0370'DESCRIPTION IS ADEQUATE.
 TW0370'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0099 ***********************************************************************
 TW0099  DESIGNATION -  B 1
 TW0099  PID         -  TW0099
 TW0099  STATE/COUNTY-  GU/GUAM
 TW0099  USGS QUAD   -  PATI POINT (1975)
 TW0099
 TW0099                         *CURRENT SURVEY CONTROL
 TW0099  ___________________________________________________________________
 TW0099* NAD 83(1986)-  13 31 50.     (N)    215 05 46.     (W)     SCALED    
 TW0099* GUVD63      -       177.765  (meters)     583.22   (feet)  ADJ UNCH  
 TW0099  ___________________________________________________________________
 TW0099  GEOID HEIGHT-          54.43  (meters)                     EGM96
 TW0099
 TW0099  VERT ORDER  -  FIRST     CLASS II
 TW0099
 TW0099.The horizontal coordinates were scaled from a topographic map and have
 TW0099.an estimated accuracy of +/- 6 seconds.
 TW0099
 TW0099.The orthometric height was key entered from printed documents
 TW0099.and not key verified.
 TW0099
 TW0099.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0099.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0099
 TW0099                          SUPERSEDED SURVEY CONTROL
 TW0099
 TW0099.No superseded survey control is available for this station.
 TW0099
 TW0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ731967(NAD 83)
 TW0099_MARKER: DD = SURVEY DISK
 TW0099_SETTING: 0 = UNSPECIFIED SETTING
 TW0099_SP_SET: ENCASED IN A CAST IRON HOUSING
 TW0099_STAMPING: B 1
 TW0099_MARK LOGO: GUGS  
 TW0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0099
 TW0099  HISTORY     - Date     Condition        Report By
 TW0099  HISTORY     - 1963     MONUMENTED       GUGS
 TW0099  HISTORY     - 1963     GOOD             GUGS
 TW0099
 TW0099                          STATION DESCRIPTION
 TW0099
 TW0099'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0099'NO DESCRIPTION SUMBMITTED.
 TW0099
 TW0099                          STATION RECOVERY (1963)
 TW0099
 TW0099'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0099'2.1 MILES SOUTH ALONG HIGHWAY 15 FROM THE SOUTHEAST ENTRANCE TO AAFB,
 TW0099'31 FEET SOUTH OF THE CENTER LINE OF YIGO ROAD, 20 FEET WEST OF THE
 TW0099'CENTER OF HIGHWAY 15 AND 6 FEET SOUTHWEST OF A POWER POLE.
 TW0099' 
 TW0099'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0099'WHICH IS SURROUNDED BY CEMENT AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0129 ***********************************************************************
 TW0129  DESIGNATION -  B 2
 TW0129  PID         -  TW0129
 TW0129  STATE/COUNTY-  GU/GUAM
 TW0129  USGS QUAD   -  AGAT (1975)
 TW0129
 TW0129                         *CURRENT SURVEY CONTROL
 TW0129  ___________________________________________________________________
 TW0129* NAD 83(1986)-  13 20 29.     (N)    215 20 31.     (W)     SCALED    
 TW0129* GUVD63      -       106.862  (meters)     350.60   (feet)  ADJ UNCH  
 TW0129  ___________________________________________________________________
 TW0129  GEOID HEIGHT-          54.07  (meters)                     EGM96
 TW0129
 TW0129  VERT ORDER  -  FIRST     CLASS II
 TW0129
 TW0129.The horizontal coordinates were scaled from a topographic map and have
 TW0129.an estimated accuracy of +/- 6 seconds.
 TW0129
 TW0129.The orthometric height was key entered from printed documents
 TW0129.and not key verified.
 TW0129
 TW0129.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0129.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0129
 TW0129                          SUPERSEDED SURVEY CONTROL
 TW0129
 TW0129.No superseded survey control is available for this station.
 TW0129
 TW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ463760(NAD 83)
 TW0129_MARKER: DD = SURVEY DISK
 TW0129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0129_SP_SET: CULVERT HEADWALL
 TW0129_STAMPING: B 2
 TW0129_MARK LOGO: GUGS  
 TW0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0129+STABILITY: SURFACE MOTION
 TW0129
 TW0129  HISTORY     - Date     Condition        Report By
 TW0129  HISTORY     - 1963     MONUMENTED       GUGS
 TW0129  HISTORY     - 1963     GOOD             GUGS
 TW0129
 TW0129                          STATION DESCRIPTION
 TW0129
 TW0129'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0129'NO DESCRIPTION SUMBMITTED.
 TW0129
 TW0129                          STATION RECOVERY (1963)
 TW0129
 TW0129'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0129'3.5 MILES SOUTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN AGAT, 67 FEET
 TW0129'EAST OF THE CENTER OF HIGHWAY 2, 12.5 FEET NORTH OF THE SOUTH HEADWALL
 TW0129'OF A CONCRETE CULVERT AND 1 FOOT SOUTH OF THE NORTH END OF THE
 TW0129'HEADWALL.
 TW0129' 
 TW0129'THE MARK IS A GUAM GEODETIC NET DISK CEMENTED IN A DRILL HOLE IN THE
 TW0129'HEADWALL OF A CONCRETE CULVERT ALONG THE EAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0497 ***********************************************************************
 TW0497  DESIGNATION -  BANGI GG 1963
 TW0497  PID         -  TW0497
 TW0497  STATE/COUNTY-  GU/
 TW0497  USGS QUAD   -  AGAT (1975)
 TW0497
 TW0497                         *CURRENT SURVEY CONTROL
 TW0497  ___________________________________________________________________
 TW0497* NAD 83(1993)-  13 22 46.74671(N)    215 20 55.07928(W)     ADJUSTED  
 TW0497* GUVD63      -         3.     (meters)      10.     (feet)  SCALED    
 TW0497  ___________________________________________________________________
 TW0497  EPOCH DATE  -        1993.62
 TW0497  GEOID HEIGHT-          54.34  (meters)                     EGM96
 TW0497
 TW0497  HORZ ORDER  -  SECOND
 TW0497
 TW0497.The horizontal coordinates were established by classical geodetic methods
 TW0497.and adjusted by the National Geodetic Survey in September 1999..
 TW0497.The horizontal coordinates are valid at the epoch date displayed above.
 TW0497.The epoch date for horizontal control is a decimal equivalence
 TW0497.of Year/Month/Day.
 TW0497
 TW0497.The orthometric height was scaled from a topographic map.
 TW0497
 TW0497.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0497.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0497
 TW0497;                    North         East     Units Scale Factor Converg.
 TW0497;UTM  55      - 1,480,327.474   245,639.682   MT  1.00040042   -0 32 37.6
 TW0497
 TW0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0497!UTM  55      -   0.99999098  x   1.00040042  =   1.00039140
 TW0497
 TW0497                          SUPERSEDED SURVEY CONTROL
 TW0497
 TW0497  GU 63       -  13 22 41.57628(N)    215 21 03.79240(W) AD(       ) 2
 TW0497
 TW0497.Superseded values are not recommended for survey control.
 TW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0497.See file dsdata.txt to determine how the superseded data were derived.
 TW0497
 TW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4564080327(NAD 83)
 TW0497_MARKER: DD = SURVEY DISK
 TW0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TW0497
 TW0497  HISTORY     - Date     Condition        Report By
 TW0497  HISTORY     - 1963     MONUMENTED       CGS
 TW0497
 TW0497                          STATION DESCRIPTION
 TW0497
 TW0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0497'THE STATION IS 3/4 MILE SOUTHWEST OF AGAT, ON THE EAST SIDE OF A
 TW0497'SMALL, ROUND, BRUSH COVERED ISLAND WHICH LIES ABOUT 200 YARDS
 TW0497'OFFSHORE AND IS LOCALLY KNOWN AS YONA ISLAND.
 TW0497'
 TW0497'TO REACH THE STATION FROM THE MAIN INTERSECTION -Y INTERSECTION-
 TW0497'AT THE NORTH EDGE OF AGAT, GO SOUTHERLY ON HIGHWAY 2 FOR 0.9 MILE
 TW0497'TO THE ISLAND ON THE RIGHT.  PACK -STATION WAS WADED TO AT LOW
 TW0497'TIDE- WESTERLY ABOUT 200 YARDS TO THE STATION NEAR THE SOUTHEAST
 TW0497'END OF THE ISLAND.
 TW0497'
 TW0497'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0497'STAMPED---BANGI 1963---, SET IN A CONCRETE POST WHICH PROJECTS 3
 TW0497'INCHES.  IT IS 34 FEET NORTH NORTHWEST OF THE SOUTHEAST END OF THE
 TW0497'ISLAND AND 12 FEET WEST OF THE EAST EDGE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0519 ***********************************************************************
 TW0519  DESIGNATION -  BAPTIST GG 1963
 TW0519  PID         -  TW0519
 TW0519  STATE/COUNTY-  GU/
 TW0519  USGS QUAD   -  AGANA (1968)
 TW0519
 TW0519                         *CURRENT SURVEY CONTROL
 TW0519  ___________________________________________________________________
 TW0519* NAD 83(1993)-  13 28 18.17784(N)    215 15 08.68022(W)     ADJUSTED  
 TW0519* GUVD63      -        57.8    (meters)     190.     (feet)  VERT ANG  
 TW0519  ___________________________________________________________________
 TW0519  EPOCH DATE  -        1993.62
 TW0519  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0519
 TW0519  HORZ ORDER  -  SECOND
 TW0519
 TW0519.The horizontal coordinates were established by classical geodetic methods
 TW0519.and adjusted by the National Geodetic Survey in September 1999..
 TW0519.The horizontal coordinates are valid at the epoch date displayed above.
 TW0519.The epoch date for horizontal control is a decimal equivalence
 TW0519.of Year/Month/Day.
 TW0519
 TW0519.The orthometric height was determined by vertical angle observations.
 TW0519
 TW0519.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0519.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0519
 TW0519;                    North         East     Units Scale Factor Converg.
 TW0519;UTM  55      - 1,490,418.994   256,158.633   MT  1.00033557   -0 31 30.0
 TW0519
 TW0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0519!UTM  55      -   0.99998232  x   1.00033557  =   1.00031788
 TW0519
 TW0519                          SUPERSEDED SURVEY CONTROL
 TW0519
 TW0519  GU 63       -  13 28 13.02961(N)    215 15 17.39539(W) AD(       ) 2
 TW0519
 TW0519.Superseded values are not recommended for survey control.
 TW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0519.See file dsdata.txt to determine how the superseded data were derived.
 TW0519
 TW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5615990419(NAD 83)
 TW0519_MARKER: DD = SURVEY DISK
 TW0519_SETTING: 0 = UNSPECIFIED SETTING
 TW0519
 TW0519  HISTORY     - Date     Condition        Report By
 TW0519  HISTORY     - 1963     MONUMENTED       CGS
 TW0519
 TW0519                          STATION DESCRIPTION
 TW0519
 TW0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0519'THE STATION IS LOCATED IN AGANA HEIGHTS, IN THE FRONT LAWN OF THE
 TW0519'GENERAL BAPTIST CHURCH.
 TW0519'
 TW0519'TO REACH THE STATION FROM THE GUAM BUREAU OF LAND MANAGEMENT OFFICE
 TW0519'IN GUAM, GO EAST ON OBRIEN DRIVE FOR 0.05 MILE TO A PAVED SIDE
 TW0519'ROAD ON THE RIGHT, TURN RIGHT AND GO UP HILL FOR 0.1 MILE TO A FORK,
 TW0519'KEEP RIGHT FORK AND GO 0.35 MILE TO THE CHURCH ON THE LEFT AND THE
 TW0519'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0465 ***********************************************************************
 TW0465  HT_MOD      -  This is a Height Modernization Survey Station.
 TW0465  DESIGNATION -  BARRIGADA
 TW0465  PID         -  TW0465
 TW0465  STATE/COUNTY-  GU/GUAM
 TW0465  USGS QUAD   -  DEDEDO (1975)
 TW0465
 TW0465                         *CURRENT SURVEY CONTROL
 TW0465  ___________________________________________________________________
 TW0465* NAD 83(1993)-  13 29 23.83742(N)    215 10 14.52438(W)     ADJUSTED  
 TW0465* GUVD04      -       200.19   (meters)     656.8    (feet)  GPS OBS   
 TW0465  ___________________________________________________________________
 TW0465  EPOCH DATE  -        2004.00
 TW0465  X           -  -5,071,024.582 (meters)                     COMP
 TW0465  Y           -   3,573,332.225 (meters)                     COMP
 TW0465  Z           -   1,478,227.468 (meters)                     COMP
 TW0465  ELLIP HEIGHT-         254.35  (meters)          (06/10/05) GPS OBS
 TW0465  GEOID HEIGHT-          54.52  (meters)                     EGM96
 TW0465
 TW0465  HORZ ORDER  -  B
 TW0465  ELLP ORDER  -  THIRD     CLASS II
 TW0465
 TW0465.The horizontal coordinates were established by GPS observations
 TW0465.and adjusted by the National Geodetic Survey in June 2005..
 TW0465.The horizontal coordinates are valid at the epoch date displayed above.
 TW0465.The epoch date for horizontal control is a decimal equivalence
 TW0465.of Year/Month/Day.
 TW0465
 TW0465.The orthometric height was determined by GPS observations and a
 TW0465.high-resolution geoid model using precise GPS observation and
 TW0465.processing techniques.
 TW0465
 TW0465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0465
 TW0465.The ellipsoidal height was determined by GPS observations
 TW0465.and is referenced to NAD 83.
 TW0465
 TW0465.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0465.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0465
 TW0465;                    North         East     Units Scale Factor Converg.
 TW0465;UTM  55      - 1,492,357.708   265,026.089   MT  1.00028304   -0 30 23.8
 TW0465
 TW0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0465!UTM  55      -   0.99996000  x   1.00028304  =   1.00024303
 TW0465
 TW0465                          SUPERSEDED SURVEY CONTROL
 TW0465
 TW0465  NAD 83(1993)-  13 29 23.84566(N)    215 10 14.50770(W) AD(1993.62) 1
 TW0465  ELLIP H (11/30/94)  254.96   (m)                       GP(1993.62) 5 1
 TW0465  GU 63       -  13 29 18.70250(N)    215 10 23.22547(W) AD(       ) 1
 TW0465
 TW0465.Superseded values are not recommended for survey control.
 TW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0465.See file dsdata.txt to determine how the superseded data were derived.
 TW0465
 TW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6502692358(NAD 83)
 TW0465_MARKER: DS = TRIANGULATION STATION DISK
 TW0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0465_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TW0465_STAMPING: BARRIGADA 1963
 TW0465_MARK LOGO: GUGS  
 TW0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0465+STABILITY: SURFACE MOTION
 TW0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0465+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 TW0465
 TW0465  HISTORY     - Date     Condition        Report By
 TW0465  HISTORY     - 1963     MONUMENTED       GUGS
 TW0465  HISTORY     - 19930804 GOOD             NOS
 TW0465  HISTORY     - 20040603 GOOD             GUAMLM
 TW0465
 TW0465                          STATION DESCRIPTION
 TW0465
 TW0465'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0465'THE STATION IS A 5-1/2 MILES EAST OF AGANA, 1/2 MILE EAST OF THE
 TW0465'NORTHEAST END OF THE NAVAL AIR STATION, ON THE SUMMIT OF
 TW0465'MR. BARRIGADA, A TIMBERED, FLAT TOPPED HILL AND AT THE SITE OF A
 TW0465'LONE, 80 FOOT TOWER WHICH HAS AN AIRCRAFT WARNING LIGHT.
 TW0465'
 TW0465'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 8 AND 10, IN
 TW0465'BARRIGADA, GO EAST ON HIGHWAY 8 FOR 0.1 MILE TO THE JUNCTION OF
 TW0465'HIGHWAY 16 ON THE LEFT.  TURN LEFT AND GO NORTH ON HIGHWAY 16 FOR
 TW0465'1.6 MILES TO A SIDE ROAD ON THE RIGHT AT A POINT WHERE THE MAIN
 TW0465'ROAD BEARS SHARP LEFT.  TURN RIGHT AND GO UPHILL ON A GRAVEL
 TW0465'ROAD -MAIN TRAVELED ROAD- FOR 0.9 MILE TO THE WARNING LIGHT TOWER
 TW0465'AND THE STATION.
 TW0465'
 TW0465'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0465'STAMPED---BARRIGADA 1963---, SET IN CONCRETE AND ENCLOSED IN A CAST
 TW0465'IRON HOUSING WHICH PROJECTS 12 INCHES.  IT IS 103 FEET NORTHWEST OF
 TW0465'THE NORTHWEST CORNER POST OF A HURRICANE FENCE WHICH SURROUNDS THE
 TW0465'TOWERAND 71.5 FEET EAST OF A LONE 8 INCH PONDAMAS TREE WITH BLAZE.
 TW0465'
 TW0465'NOTE--THE STATION DISK WAS CEMENTED IN A DRILL HOLE IN THE
 TW0465'APPROXIMATE LOCATION OF TRIANGULATION STATION BARRIGADA 2 P.I.E.,
 TW0465'WHICH WAS A 40 MILIMETER SHELL CASING SET IN A 14 INCH SQUARE
 TW0465'CONCRETE POST WHICH PROJECTS 2 INCHES.  THIS SHELL CASING WAS
 TW0465'REMOVED AND A GUAM GEODETIC TRIANGULATION NET DISK WAS CEMENTED
 TW0465'INTO THE CONCRETE POST AND IN THE APPROXIMATED SAME LOCATION.
 TW0465
 TW0465                          STATION RECOVERY (1993)
 TW0465
 TW0465'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0465'RECOVERED AS DESCRIBED.
 TW0465
 TW0465                          STATION RECOVERY (2004)
 TW0465
 TW0465'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 TW0465'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0465'OF BARRIGADA.
 TW0465' 
 TW0465'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 16
 TW0465'AND ROUTE 8, GO NORTH ON ROUTE 16 FOR 1.6 MILES, TURN RIGHT ONTO SOUTH
 TW0465'SABANON DRIVE (BARRIGADA HEIGHTS SUBDIVISION) FOR 2.2 MILE TO WHERE
 TW0465'ASPHALT ROAD AND GRAVEL ROAD MEET, CONTINUE ON GRAVEL ROAD FOR 2.3
 TW0465'MILE, TURN LEFT ONTO A FAINT GRAVEL ROAD, CONTINUE TO THE MOST
 TW0465'NORTHERN EDGE OF CLEARING AND JUNGLE MEET FOR 2.4 MILE.  HIKE NORTH,
 TW0465'NORTHEAST FOR APPROXIMATELY (45.071 METERS) TO THE STATION.
 TW0465' 
 TW0465'MONUMENT DESCRIPTION AND MEASUREMENTS- NO REFERENCE MEASUREMENTS.
 TW0465' 
 TW0465'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0465'STAMPED--BARRIGADA--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ4646 ***********************************************************************
 AJ4646  DESIGNATION -  BARRIGADA AF REC MAST
 AJ4646  PID         -  AJ4646
 AJ4646  STATE/COUNTY-  GU/GUAM
 AJ4646  USGS QUAD   -  
 AJ4646
 AJ4646                         *CURRENT SURVEY CONTROL
 AJ4646  ___________________________________________________________________
 AJ4646* NAD 83(1993)-  13 32 32.14414(N)    215 10 48.95015(W)     ADJUSTED  
 AJ4646* LOCAL TIDAL -                                                        
 AJ4646  ___________________________________________________________________
 AJ4646  EPOCH DATE  -        1993.62
 AJ4646  GEOID HEIGHT-          54.82  (meters)                     EGM96
 AJ4646
 AJ4646  HORZ ORDER  -  THIRD
 AJ4646
 AJ4646.The horizontal coordinates were established by classical geodetic methods
 AJ4646.and adjusted by the National Geodetic Survey in September 1999..
 AJ4646.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4646.The epoch date for horizontal control is a decimal equivalence
 AJ4646.of Year/Month/Day.
 AJ4646
 AJ4646
 AJ4646.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AJ4646.The EGM96 model is referenced to the WGS84 ellipsoid.
 AJ4646
 AJ4646;                    North         East     Units Scale Factor Converg.
 AJ4646;UTM  55      - 1,498,155.357   264,042.004   MT  1.00028877   -0 30 38.8
 AJ4646
 AJ4646                          SUPERSEDED SURVEY CONTROL
 AJ4646
 AJ4646.No superseded survey control is available for this station.
 AJ4646
 AJ4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6404298155(NAD 83)
 AJ4646_MARKER: 41 = ANTENNA MAST
 AJ4646
 AJ4646  HISTORY     - Date     Condition        Report By
 AJ4646  HISTORY     - 1963     FIRST OBSERVED   CGS
 AJ4646
 AJ4646                          STATION DESCRIPTION
 AJ4646
 AJ4646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 AJ4646'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0460 ***********************************************************************
 TW0460  DESIGNATION -  BARRIGADA AF TRANS MAST
 TW0460  PID         -  TW0460
 TW0460  STATE/COUNTY-  GU/
 TW0460  USGS QUAD   -  DEDEDO (1975)
 TW0460
 TW0460                         *CURRENT SURVEY CONTROL
 TW0460  ___________________________________________________________________
 TW0460* NAD 83(1993)-  13 27 12.93772(N)    215 11 11.07249(W)     ADJUSTED  
 TW0460* LOCAL TIDAL -                                                        
 TW0460  ___________________________________________________________________
 TW0460  EPOCH DATE  -        1993.62
 TW0460  GEOID HEIGHT-          54.38  (meters)                     EGM96
 TW0460
 TW0460  HORZ ORDER  -  THIRD
 TW0460
 TW0460.The horizontal coordinates were established by classical geodetic methods
 TW0460.and adjusted by the National Geodetic Survey in September 1999..
 TW0460.The horizontal coordinates are valid at the epoch date displayed above.
 TW0460.The epoch date for horizontal control is a decimal equivalence
 TW0460.of Year/Month/Day.
 TW0460
 TW0460
 TW0460.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0460.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0460
 TW0460;                    North         East     Units Scale Factor Converg.
 TW0460;UTM  55      - 1,488,348.998   263,289.224   MT  1.00029318   -0 30 32.1
 TW0460
 TW0460                          SUPERSEDED SURVEY CONTROL
 TW0460
 TW0460  GU 63       -  13 27 07.78727(N)    215 11 19.79010(W) AD(       ) 3
 TW0460
 TW0460.Superseded values are not recommended for survey control.
 TW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0460.See file dsdata.txt to determine how the superseded data were derived.
 TW0460
 TW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6328988349(NAD 83)
 TW0460
 TW0460  HISTORY     - Date     Condition        Report By
 TW0460  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0460
 TW0460                          STATION DESCRIPTION
 TW0460
 TW0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0460'THE STATION LOCATED 1-1/2 MILE SOUTHEAST OF BARRIGADA AND-1/2 MILE
 TW0460'NORTHWEST OF HIGHWAY 15.
 TW0460'
 TW0460'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 TW0460'RED AND WHITE, HAS A REFLECTOR NEAR THE TOP AND APPROXIMATELY 200
 TW0460'FEET IN OVERALL HEIGHT.
 TW0460'
 TW0460'THE SINGLE RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0464 ***********************************************************************
 TW0464  DESIGNATION -  BARRIGADA HILL AIR WARNING LT
 TW0464  PID         -  TW0464
 TW0464  STATE/COUNTY-  GU/
 TW0464  USGS QUAD   -  DEDEDO (1975)
 TW0464
 TW0464                         *CURRENT SURVEY CONTROL
 TW0464  ___________________________________________________________________
 TW0464* NAD 83(1993)-  13 29 22.54715(N)    215 10 14.32557(W)     ADJUSTED  
 TW0464* LOCAL TIDAL -                                                        
 TW0464  ___________________________________________________________________
 TW0464  EPOCH DATE  -        1993.62
 TW0464  GEOID HEIGHT-          54.52  (meters)                     EGM96
 TW0464
 TW0464  HORZ ORDER  -  THIRD
 TW0464
 TW0464.The horizontal coordinates were established by classical geodetic methods
 TW0464.and adjusted by the National Geodetic Survey in September 1999..
 TW0464.The horizontal coordinates are valid at the epoch date displayed above.
 TW0464.The epoch date for horizontal control is a decimal equivalence
 TW0464.of Year/Month/Day.
 TW0464
 TW0464
 TW0464.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0464.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0464
 TW0464;                    North         East     Units Scale Factor Converg.
 TW0464;UTM  55      - 1,492,317.993   265,031.719   MT  1.00028301   -0 30 23.7
 TW0464
 TW0464                          SUPERSEDED SURVEY CONTROL
 TW0464
 TW0464  GU 63       -  13 29 17.40146(N)    215 10 23.04508(W) AD(       ) 3
 TW0464
 TW0464.Superseded values are not recommended for survey control.
 TW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0464.See file dsdata.txt to determine how the superseded data were derived.
 TW0464
 TW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6503292318(NAD 83)
 TW0464_MARKER: 61 = POLE
 TW0464
 TW0464  HISTORY     - Date     Condition        Report By
 TW0464  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0464
 TW0464                          STATION DESCRIPTION
 TW0464
 TW0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0464'THE STATION IS LOCATED 2 MILES NORTHEAST OF BARRIGADA, 3/4 MILE
 TW0464'EAST OF HIGHWAY 16, ON THE SUMMIT OF A TIMBERED HILL LOCALLY KNOWN
 TW0464'AS BARRIGADA HILL.
 TW0464'
 TW0464'THE STRUCTURE IS A GUYED POLE, STRIPPED WITH METAL, PAINTED
 TW0464'ALTERNATELY RED AND WHITE, HAS A SQUARE CAGE ON THE TOP AND IS
 TW0464'APPROXIMATELY 75 FEET IN HEIGHT.
 TW0464'
 TW0464'THE LIGHT ATOP THE POLE WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0371 ***********************************************************************
 TW0371  DESIGNATION -  BAYSHORE
 TW0371  PID         -  TW0371
 TW0371  STATE/COUNTY-  GU/GUAM
 TW0371  USGS QUAD   -  AGANA (1968)
 TW0371
 TW0371                         *CURRENT SURVEY CONTROL
 TW0371  ___________________________________________________________________
 TW0371* NAD 83(1993)-  13 28 56.08263(N)    215 13 45.97772(W)     ADJUSTED  
 TW0371* GUVD63      -         2.128  (meters)       6.98   (feet)  ADJ UNCH  
 TW0371  ___________________________________________________________________
 TW0371  EPOCH DATE  -        1993.62
 TW0371  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0371
 TW0371  HORZ ORDER  -  SECOND
 TW0371  VERT ORDER  -  FIRST     CLASS II
 TW0371
 TW0371.The horizontal coordinates were established by classical geodetic methods
 TW0371.and adjusted by the National Geodetic Survey in September 1999..
 TW0371.The horizontal coordinates are valid at the epoch date displayed above.
 TW0371.The epoch date for horizontal control is a decimal equivalence
 TW0371.of Year/Month/Day.
 TW0371
 TW0371.The orthometric height was key entered from printed documents
 TW0371.and not key verified.
 TW0371
 TW0371.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0371.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0371
 TW0371;                    North         East     Units Scale Factor Converg.
 TW0371;UTM  55      - 1,491,561.520   258,657.338   MT  1.00032057   -0 31 12.1
 TW0371
 TW0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0371!UTM  55      -   0.99999107  x   1.00032057  =   1.00031164
 TW0371
 TW0371                          SUPERSEDED SURVEY CONTROL
 TW0371
 TW0371  GU 63       -  13 28 50.93566(N)    215 13 54.69488(W) AD(       ) 2
 TW0371
 TW0371.Superseded values are not recommended for survey control.
 TW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0371.See file dsdata.txt to determine how the superseded data were derived.
 TW0371
 TW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5865791562(NAD 83)
 TW0371_MARKER: DS = TRIANGULATION STATION DISK
 TW0371_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0371_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0371_STAMPING: BAYSHORE 1963
 TW0371_MARK LOGO: GU    
 TW0371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0371
 TW0371  HISTORY     - Date     Condition        Report By
 TW0371  HISTORY     - 1963     MONUMENTED       CGS
 TW0371
 TW0371                          STATION DESCRIPTION
 TW0371
 TW0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0371'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF TAMUNING, ON THE
 TW0371'NORTH SIDE OF ROUTE 1 AND ON THE ROAD RIGHT OF WAY.
 TW0371'
 TW0371'TO REACH THE STATION FROM THE BANK OF AMERICA IN AGANA, GO
 TW0371'EASTERLY ON ROUTE 1 FOR 1.25 MILE TO THE STATION ON THE LEFT.
 TW0371'
 TW0371'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0371'DISK, STAMPED---BAYSHORE 1963---.  IT IS 48 FEET NORTH NORTHWEST
 TW0371'OF THE CENTER OF ROUTE 1, 24 FEET NORTH OF A SPEED LIMIT STOP SIGN,
 TW0371'12 FEET SOUTH SOUTHEAST OF A CUT BANK AND 7 FEET NORTHEAST OF A
 TW0371'POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0372 ***********************************************************************
 TW0372  DESIGNATION -  BEACH
 TW0372  PID         -  TW0372
 TW0372  STATE/COUNTY-  GU/GUAM
 TW0372  USGS QUAD   -  AGAT (1975)
 TW0372
 TW0372                         *CURRENT SURVEY CONTROL
 TW0372  ___________________________________________________________________
 TW0372* NAD 83(1993)-  13 21 52.39964(N)    215 20 59.17530(W)     ADJUSTED  
 TW0372* GUVD04      -         1.858  (meters)       6.10   (feet)  ADJUSTED  
 TW0372  ___________________________________________________________________
 TW0372  EPOCH DATE  -        2004.00
 TW0372  X           -  -5,062,302.090 (meters)                     COMP
 TW0372  Y           -   3,590,915.721 (meters)                     COMP
 TW0372  Z           -   1,464,686.808 (meters)                     COMP
 TW0372  ELLIP HEIGHT-          55.83  (meters)          (06/10/05) GPS OBS
 TW0372  GEOID HEIGHT-          54.25  (meters)                     EGM96
 TW0372
 TW0372  HORZ ORDER  -  A
 TW0372  VERT ORDER  -  FIRST     CLASS II
 TW0372  ELLP ORDER  -  THIRD     CLASS II
 TW0372
 TW0372.The horizontal coordinates were established by GPS observations
 TW0372.and adjusted by the National Geodetic Survey in June 2005..
 TW0372.The horizontal coordinates are valid at the epoch date displayed above.
 TW0372.The epoch date for horizontal control is a decimal equivalence
 TW0372.of Year/Month/Day.
 TW0372
 TW0372.The orthometric height was determined by differential leveling
 TW0372.and adjusted by the National Geodetic Survey in May 2005..
 TW0372
 TW0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0372
 TW0372.The ellipsoidal height was determined by GPS observations
 TW0372.and is referenced to NAD 83.
 TW0372
 TW0372.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0372.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0372
 TW0372;                    North         East     Units Scale Factor Converg.
 TW0372;UTM  55      - 1,478,657.878   245,500.540   MT  1.00040130   -0 32 36.4
 TW0372
 TW0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0372!UTM  55      -   0.99999122  x   1.00040130  =   1.00039252
 TW0372
 TW0372                          SUPERSEDED SURVEY CONTROL
 TW0372
 TW0372  NAD 83(1993)-  13 21 52.40879(N)    215 20 59.15822(W) AD(1993.62) 1
 TW0372  ELLIP H (11/30/94)   56.41   (m)                       GP(1993.62) 5 1
 TW0372  GU 63       -  13 21 47.23330(N)    215 21 07.87167(W) AD(       ) 2
 TW0372
 TW0372.Superseded values are not recommended for survey control.
 TW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0372.See file dsdata.txt to determine how the superseded data were derived.
 TW0372
 TW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4550178658(NAD 83)
 TW0372_MARKER: DS = TRIANGULATION STATION DISK
 TW0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0372_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0372_STAMPING: BEACH 1963
 TW0372_MARK LOGO: GU    
 TW0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0372+STABILITY: SURFACE MOTION
 TW0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0372+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 TW0372
 TW0372  HISTORY     - Date     Condition        Report By
 TW0372  HISTORY     - 1963     MONUMENTED       GUGS
 TW0372  HISTORY     - 19930804 GOOD             NOS
 TW0372  HISTORY     - 20040503 GOOD             GUAMLM
 TW0372
 TW0372                          STATION DESCRIPTION
 TW0372
 TW0372'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0372'THE STATION IS 1-1/2 MILES SOUTHWEST OF AGAT, ON THE WEST RIGHT OF
 TW0372'WAY OF HIGHWAY 2, AND 100 FEET NORTH OF THE EXIT GATE TO NIMITZ
 TW0372'BEACH PARK.
 TW0372'
 TW0372'TO REACH THE STATION FROM THE MAIN INTERSECTION -Y INTERSECTION-
 TW0372'AT THE NORTH EDGE OF AGAT, GO SOUTHERLY ON HIGHWAY 2 FOR 1.8 MILES
 TW0372'TO THE NIMITZ BEACH PARK ENTRANCE ON THE RIGHT.  CONTINUE SOUTH
 TW0372'ON HIGHWAY 2 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 TW0372'
 TW0372'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION DISK
 TW0372'STAMPED---BEACH 1963, ENCLOSED IN A CAST IRON HOUSING WHICH IS
 TW0372'SURROUNDED BY CONCRETE AND PROJECTS 1 INCH.  IT IS 93 FEET NORTH
 TW0372'NORTHEAST OF THE OF THE NORTH GATE POST AT THE PARK EXIT, 79 FEET
 TW0372'NORTH OF A POWER POLE WITH A TRANSFORMER, 35 FEET WEST OF THE
 TW0372'CENTER OF HIGHWAY 2 AND 4 FEET EAST OF THE PARK FENCE.
 TW0372
 TW0372                          STATION RECOVERY (1993)
 TW0372
 TW0372'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0372'RECOVERED AS DESCRIBED.
 TW0372
 TW0372                          STATION RECOVERY (2004)
 TW0372
 TW0372'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0372'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0372'OF AGAT.
 TW0372' 
 TW0372'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0372'ROUTE 2 AND ROUTE 5, GO SOUTH ON ROUTE 2 FOR 2.2 MILES TO THE STATION
 TW0372'ON THE RIGHT SIDE OF ROUTE 2.  THE STATION IS ENCASED WITH A CAST
 TW0372'IRON, 6 INCHES BELOW THE SURFACE.  THE STATION IS LOCATED EAST OF
 TW0372'NIMITZ BEACH PARK.
 TW0372' 
 TW0372'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.60M WEST OF
 TW0372'CENTERLINE OF ROUTE 2, 3.9M SOUTHEAST OF A CONCRETE POWER POLE (PF
 TW0372'155-4A) AND 5.20M EAST OF A PARKING CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0373 ***********************************************************************
 TW0373  DESIGNATION -  BIXBY
 TW0373  PID         -  TW0373
 TW0373  STATE/COUNTY-  GU/GUAM
 TW0373  USGS QUAD   -  MERIZO (1968)
 TW0373
 TW0373                         *CURRENT SURVEY CONTROL
 TW0373  ___________________________________________________________________
 TW0373* NAD 83(1993)-  13 16 25.23495(N)    215 20 12.72320(W)     ADJUSTED  
 TW0373* GUVD04      -         3.539  (meters)      11.61   (feet)  ADJUSTED  
 TW0373  ___________________________________________________________________
 TW0373  EPOCH DATE  -        1993.62
 TW0373  GEOID HEIGHT-          53.49  (meters)                     EGM96
 TW0373
 TW0373  HORZ ORDER  -  SECOND
 TW0373  VERT ORDER  -  FIRST     CLASS II
 TW0373
 TW0373.The horizontal coordinates were established by classical geodetic methods
 TW0373.and adjusted by the National Geodetic Survey in September 1999..
 TW0373.The horizontal coordinates are valid at the epoch date displayed above.
 TW0373.The epoch date for horizontal control is a decimal equivalence
 TW0373.of Year/Month/Day.
 TW0373
 TW0373.The orthometric height was determined by differential leveling
 TW0373.and adjusted by the National Geodetic Survey in May 2005..
 TW0373
 TW0373.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0373.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0373
 TW0373;                    North         East     Units Scale Factor Converg.
 TW0373;UTM  55      - 1,468,586.901   246,804.222   MT  1.00039312   -0 32 12.6
 TW0373
 TW0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0373!UTM  55      -   0.99999103  x   1.00039312  =   1.00038415
 TW0373
 TW0373                          SUPERSEDED SURVEY CONTROL
 TW0373
 TW0373  GU 63       -  13 16 20.03976(N)    215 20 21.43527(W) AD(       ) 2
 TW0373
 TW0373.Superseded values are not recommended for survey control.
 TW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0373.See file dsdata.txt to determine how the superseded data were derived.
 TW0373
 TW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4680468587(NAD 83)
 TW0373_MARKER: DS = TRIANGULATION STATION DISK
 TW0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0373_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0373_STAMPING: BIXBY 1963
 TW0373_MARK LOGO: GU    
 TW0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0373+STABILITY: SURFACE MOTION
 TW0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0373+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0373
 TW0373  HISTORY     - Date     Condition        Report By
 TW0373  HISTORY     - 1963     MONUMENTED       CGS
 TW0373  HISTORY     - 20040517 GOOD             GUAMLM
 TW0373
 TW0373                          STATION DESCRIPTION
 TW0373
 TW0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0373'THE STATION IS LOCATED 2 MILES SOUTH OF UMATAC, 1 MILE NORTHWEST
 TW0373'OF MERIZO AND ON THE ROAD RIGHT OF WAY.
 TW0373'
 TW0373'TO REACH THE STATION FROM THE POST OFFICE IN MERIZO, GO NORTHWESTERLY
 TW0373'ON ROUTE 4 FOR 1.35 MILES TO THE STATION ON THE LEFT.
 TW0373'
 TW0373'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0373'STAMPED---BIXBY 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING WITH
 TW0373'CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 111 FEET NORTH
 TW0373'OF A POWER LINE POLE, 81 FEET SOUTH OF A FIRE HYDRANT, 16 FEET
 TW0373'NORTH NORTHWEST OF THE CENTER OF ROUTE 4 AND 8 FEET EAST OF A
 TW0373'12 INCH CAMACHILI TREE.
 TW0373
 TW0373                          STATION RECOVERY (2004)
 TW0373
 TW0373'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0373'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0373'OF MERIZO.
 TW0373' 
 TW0373'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0373'ROUTE 4 AND PAGAT, GO WEST ON ROUTE 4, FOR 0.7 MILE TO THE STATION ON
 TW0373'THE LEFT SIDE OF ROUTE 4.
 TW0373' 
 TW0373'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.80M NORTHWEST
 TW0373'FROM CENTERLINE OF ROUTE 4, 17.50M SOUTHWEST FROM A CONCRETE POWER
 TW0373'POLE AND 24.80M SOUTHWEST FROM A FIRE HYDRANT.
 TW0373' 
 TW0373'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0373'STAMPED--BIXBY--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0545 ***********************************************************************
 TW0545  DESIGNATION -  BOAGA
 TW0545  PID         -  TW0545
 TW0545  STATE/COUNTY-  GU/
 TW0545  USGS QUAD   -  INARAJAN (1968)
 TW0545
 TW0545                         *CURRENT SURVEY CONTROL
 TW0545  ___________________________________________________________________
 TW0545* NAD 83(1993)-  13 15 13.72792(N)    215 16 29.92871(W)     ADJUSTED  
 TW0545* GUVD63      -        63.8    (meters)     209.     (feet)  VERT ANG  
 TW0545  ___________________________________________________________________
 TW0545  EPOCH DATE  -        1993.62
 TW0545  X           -  -5,069,336.136 (meters)                     COMP
 TW0545  Y           -   3,585,967.661 (meters)                     COMP
 TW0545  Z           -   1,452,777.974 (meters)                     COMP
 TW0545  ELLIP HEIGHT-         116.73  (meters)          (11/30/94) GPS OBS
 TW0545  GEOID HEIGHT-          53.02  (meters)                     EGM96
 TW0545
 TW0545  HORZ ORDER  -  FIRST
 TW0545  ELLP ORDER  -  FIFTH     CLASS I
 TW0545
 TW0545.The horizontal coordinates were established by GPS observations
 TW0545.and adjusted by the National Geodetic Survey in November 1994..
 TW0545.No horizontal observational check was made to the station.
 TW0545.The horizontal coordinates are valid at the epoch date displayed above.
 TW0545.The epoch date for horizontal control is a decimal equivalence
 TW0545.of Year/Month/Day.
 TW0545
 TW0545.The orthometric height was determined by vertical angle observations.
 TW0545
 TW0545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0545
 TW0545.The ellipsoidal height was determined by GPS observations
 TW0545.and is referenced to NAD 83.
 TW0545
 TW0545.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0545.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0545
 TW0545;                    North         East     Units Scale Factor Converg.
 TW0545;UTM  55      - 1,466,326.688   253,492.798   MT  1.00035176   -0 31 18.6
 TW0545
 TW0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0545!UTM  55      -   0.99998164  x   1.00035176  =   1.00033340
 TW0545
 TW0545                          SUPERSEDED SURVEY CONTROL
 TW0545
 TW0545  GU 63       -  13 15 08.52783(N)    215 16 38.64490(W) AD(       ) 1
 TW0545
 TW0545.Superseded values are not recommended for survey control.
 TW0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0545.See file dsdata.txt to determine how the superseded data were derived.
 TW0545
 TW0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5349366327(NAD 83)
 TW0545_MARKER: DS = TRIANGULATION STATION DISK
 TW0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0545_SP_SET: CONCRETE POST
 TW0545_STAMPING: BOAGA 1963
 TW0545_MARK LOGO: GUGS  
 TW0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0545+STABILITY: SURFACE MOTION
 TW0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0545+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 TW0545
 TW0545  HISTORY     - Date     Condition        Report By
 TW0545  HISTORY     - 1963     MONUMENTED       GUGS
 TW0545  HISTORY     - 19930804 GOOD             NOS
 TW0545
 TW0545                          STATION DESCRIPTION
 TW0545
 TW0545'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0545'THE STATION IS 3-1/2 MILES EAST SOUTHEAST OF MERIZO, 2-1/2 MILES
 TW0545'SOUTHWEST OF INARAJAN, 0.3 MILE NORTH OF HIGHWAY 4, ON THE HIGHEST
 TW0545'PART OF A ROUND TOPPED HILL WHICH IS HEAVILY COVERED WITH TANGAN
 TW0545'TANGAN TREES.
 TW0545'
 TW0545'TO REACH THE STATION FROM THE POST OFFICE IN MERIZO, GO EASTERLY ON
 TW0545'HIGHWAY 4 FOR 3.1 MILE TO A BRIDGE.  CONTINUE EASTERLY ON HIGHWAY 4
 TW0545'FOR 0.85 MILE TO A BRIDGE.  CONTINUE ON HIGHWAY 4 FOR 0.35 MILE TO
 TW0545'A POLE GATE ON THE LEFT AND A TRACK ROAD ON THE LEFT.  TURN LEFT,
 TW0545'PASS THROUGH THE POLE GATE AND GO NORTHERLY ON THE TRACK ROAD FOR
 TW0545'0.3 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION ON THE
 TW0545'RIGHT.
 TW0545'
 TW0545'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0545'STAMPED---BOAGA 1963---, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 TW0545'POST WHICH PROJECTS 4 INCHES.  IT IS 11 FEET EAST OF THE CENTER OF
 TW0545'THE TRACK ROAD AND 4 FEET WEST OF A FENCE.
 TW0545
 TW0545                          STATION RECOVERY (1993)
 TW0545
 TW0545'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0544 ***********************************************************************
 TW0544  DESIGNATION -  BOLANOS GG 1963
 TW0544  PID         -  TW0544
 TW0544  STATE/COUNTY-  GU/
 TW0544  USGS QUAD   -  AGAT (1975)
 TW0544
 TW0544                         *CURRENT SURVEY CONTROL
 TW0544  ___________________________________________________________________
 TW0544* NAD 83(1993)-  13 17 57.57366(N)    215 18 45.29296(W)     ADJUSTED  
 TW0544* GUVD63      -       379.0    (meters)    1243.     (feet)  VERT ANG  
 TW0544  ___________________________________________________________________
 TW0544  EPOCH DATE  -        1993.62
 TW0544  GEOID HEIGHT-          53.65  (meters)                     EGM96
 TW0544
 TW0544  HORZ ORDER  -  FIRST
 TW0544
 TW0544.The horizontal coordinates were established by classical geodetic methods
 TW0544.and adjusted by the National Geodetic Survey in September 1999..
 TW0544.The horizontal coordinates are valid at the epoch date displayed above.
 TW0544.The epoch date for horizontal control is a decimal equivalence
 TW0544.of Year/Month/Day.
 TW0544
 TW0544.The orthometric height was determined by vertical angle observations.
 TW0544
 TW0544.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0544.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0544
 TW0544;                    North         East     Units Scale Factor Converg.
 TW0544;UTM  55      - 1,471,401.004   249,463.230   MT  1.00037654   -0 31 56.1
 TW0544
 TW0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0544!UTM  55      -   0.99993197  x   1.00037654  =   1.00030848
 TW0544
 TW0544                          SUPERSEDED SURVEY CONTROL
 TW0544
 TW0544  GU 63       -  13 17 52.38411(N)    215 18 54.00673(W) AD(       ) 1
 TW0544
 TW0544.Superseded values are not recommended for survey control.
 TW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0544.See file dsdata.txt to determine how the superseded data were derived.
 TW0544
 TW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4946371401(NAD 83)
 TW0544_MARKER: DD = SURVEY DISK
 TW0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TW0544
 TW0544  HISTORY     - Date     Condition        Report By
 TW0544  HISTORY     - 1963     MONUMENTED       CGS
 TW0544
 TW0544                          STATION DESCRIPTION
 TW0544
 TW0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0544'THE STATION IS LOCATED ABOUT 2 MILES EAST OF UMATAC BAY, ON THE
 TW0544'HIGHEST POINT OF BOLANOS MOUNTAIN.
 TW0544'
 TW0544'THE STATION WAS REACHED BY HELICOPTER.
 TW0544'
 TW0544'THE STATION MARK, STAMPED---BOLANOS 1963---, IS A STANDARD GOVERNMENT
 TW0544'OF GUAM TRIANGULATION NET DISK SET IN THE TOP OF A SPHERICAL MASS
 TW0544'OF CONCRETE THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0415 ***********************************************************************
 TW0415  DESIGNATION -  BRASS GG 1963
 TW0415  PID         -  TW0415
 TW0415  STATE/COUNTY-  GU/
 TW0415  USGS QUAD   -  PATI POINT (1975)
 TW0415
 TW0415                         *CURRENT SURVEY CONTROL
 TW0415  ___________________________________________________________________
 TW0415* NAD 83(1993)-  13 33 09.13408(N)    215 04 07.49904(W)     ADJUSTED  
 TW0415* GUVD63      -       165.2    (meters)     542.     (feet)  VERT ANG  
 TW0415  ___________________________________________________________________
 TW0415  EPOCH DATE  -        1993.62
 TW0415  GEOID HEIGHT-          54.40  (meters)                     EGM96
 TW0415
 TW0415  HORZ ORDER  -  SECOND
 TW0415
 TW0415.The horizontal coordinates were established by classical geodetic methods
 TW0415.and adjusted by the National Geodetic Survey in September 1999..
 TW0415.The horizontal coordinates are valid at the epoch date displayed above.
 TW0415.The epoch date for horizontal control is a decimal equivalence
 TW0415.of Year/Month/Day.
 TW0415
 TW0415.The orthometric height was determined by vertical angle observations.
 TW0415
 TW0415.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0415.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0415
 TW0415;                    North         East     Units Scale Factor Converg.
 TW0415;UTM  55      - 1,499,187.464   276,125.023   MT  1.00022003   -0 29 06.0
 TW0415
 TW0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0415!UTM  55      -   0.99996547  x   1.00022003  =   1.00018549
 TW0415
 TW0415                          SUPERSEDED SURVEY CONTROL
 TW0415
 TW0415  GU 63       -  13 33 04.00305(N)    215 04 16.22296(W) AD(       ) 2
 TW0415
 TW0415.Superseded values are not recommended for survey control.
 TW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0415.See file dsdata.txt to determine how the superseded data were derived.
 TW0415
 TW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7612599187(NAD 83)
 TW0415_MARKER: DD = SURVEY DISK
 TW0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0415
 TW0415  HISTORY     - Date     Condition        Report By
 TW0415  HISTORY     - 1963     MONUMENTED       CGS
 TW0415
 TW0415                          STATION DESCRIPTION
 TW0415
 TW0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0415'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE ANDERSEN AIR
 TW0415'FORCE BASE, IN THE OFFICERS HOUSING AREA ABOUT 80 FEET EAST OF
 TW0415'THE COMMANDING OFFICERS QUARTERS.
 TW0415'
 TW0415'TO REACH THE STATION FROM THE SOUTHEAST ENTRANCE TO ANDERSEN AIR
 TW0415'FORCE BASE, PASS THROUGH THE GATE AND GO NORTHERLY ON A DIVIDED
 TW0415'ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 TW0415'NORTHEAST ON CAROLINES AVENUE FOR 0.3 MILE TO A CROSSROAD.  TURN
 TW0415'RIGHT ON BONNS ROAD AND GO SOUTHEAST FOR 0.5 MILE TO A CROSSROAD.
 TW0415'TURN RIGHT ON ROTA DRIVE AND GO SOUTH, EAST, SOUTHWEST AND WEST
 TW0415'FOR 0.6 MILE TO A TURN AROUND AREA AT THE END OF THE ROAD AND THE
 TW0415'STATION.
 TW0415'
 TW0415'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0415'STAMPED---BRASS 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0415'THE PAVEMENT.  IT IS 58 FEET SOUTHEAST OF A CONCRETE POST WITH A
 TW0415'STREET LAMP, 23.5 FEET NORTHEAST OF A FIRE PLUG AND 3.5 FEET
 TW0415'NORTHEAST OF THE NORTHEAST CORNER OF A CURB.
 TW0415'
 TW0415'NOTE--THIS STATION WAS OCCUPIED ONLY FOR TRAVERSE MEASUREMENT TO
 TW0415'TRIANGULATION STATION PATI.
 TW0415'
 TW0415'*TELLUROMETER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0481 ***********************************************************************
 TW0481  DESIGNATION -  BRASS PIN
 TW0481  PID         -  TW0481
 TW0481  STATE/COUNTY-  GU/GUAM
 TW0481  USGS QUAD   -  AGANA (1968)
 TW0481
 TW0481                         *CURRENT SURVEY CONTROL
 TW0481  ___________________________________________________________________
 TW0481* NAD 83(1993)-  13 25 57.88225(N)    215 17 14.87780(W)     ADJUSTED  
 TW0481* GUVD63      -       328.     (meters)    1076.     (feet)  SCALED    
 TW0481  ___________________________________________________________________
 TW0481  EPOCH DATE  -        1993.62
 TW0481  GEOID HEIGHT-          54.54  (meters)                     EGM96
 TW0481
 TW0481  HORZ ORDER  -  SECOND
 TW0481
 TW0481.The horizontal coordinates were established by classical geodetic methods
 TW0481.and adjusted by the National Geodetic Survey in September 1999..
 TW0481.The horizontal coordinates are valid at the epoch date displayed above.
 TW0481.The epoch date for horizontal control is a decimal equivalence
 TW0481.of Year/Month/Day.
 TW0481
 TW0481.The orthometric height was scaled from a topographic map.
 TW0481
 TW0481.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0481.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0481
 TW0481;                    North         East     Units Scale Factor Converg.
 TW0481;UTM  55      - 1,486,141.162   252,321.789   MT  1.00035891   -0 31 54.0
 TW0481
 TW0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0481!UTM  55      -   0.99993989  x   1.00035891  =   1.00029878
 TW0481
 TW0481                          SUPERSEDED SURVEY CONTROL
 TW0481
 TW0481  GU 63       -  13 25 52.72678(N)    215 17 23.59145(W) AD(       ) 2
 TW0481
 TW0481.Superseded values are not recommended for survey control.
 TW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0481.See file dsdata.txt to determine how the superseded data were derived.
 TW0481
 TW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5232286141(NAD 83)
 TW0481_MARKER: Z = SEE DESCRIPTION
 TW0481_SETTING: 66 = SET IN ROCK OUTCROP
 TW0481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0481+STABILITY: POSITION/ELEVATION WELL
 TW0481
 TW0481  HISTORY     - Date     Condition        Report By
 TW0481  HISTORY     - 1963     MONUMENTED       USE
 TW0481  HISTORY     - UNK      SEE DESCRIPTION
 TW0481
 TW0481                          STATION DESCRIPTION
 TW0481
 TW0481'DESCRIBED BY US ENGINEERS 1963 (NES)
 TW0481'STATION IS A BRASS PIN WITH A CROSS NEAR THE CENTER, CEMENTED IN A
 TW0481'DRILL HOLE IN THE SAME OUTCROP AS STATION ALUTOM PROJECTING 2 INCHES.
 TW0481
 TW0481                          STATION RECOVERY (UNK )
 TW0481
 TW0481'RECOVERED UNK
 TW0481'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0100 ***********************************************************************
 TW0100  DESIGNATION -  C 1
 TW0100  PID         -  TW0100
 TW0100  STATE/COUNTY-  GU/GUAM
 TW0100  USGS QUAD   -  DEDEDO (1975)
 TW0100
 TW0100                         *CURRENT SURVEY CONTROL
 TW0100  ___________________________________________________________________
 TW0100* NAD 83(1986)-  13 30 59.     (N)    215 06 37.     (W)     SCALED    
 TW0100* GUVD63      -       149.112  (meters)     489.21   (feet)  ADJ UNCH  
 TW0100  ___________________________________________________________________
 TW0100  GEOID HEIGHT-          54.42  (meters)                     EGM96
 TW0100
 TW0100  VERT ORDER  -  FIRST     CLASS II
 TW0100
 TW0100.The horizontal coordinates were scaled from a topographic map and have
 TW0100.an estimated accuracy of +/- 6 seconds.
 TW0100
 TW0100.The orthometric height was key entered from printed documents
 TW0100.and not key verified.
 TW0100
 TW0100.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0100.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0100
 TW0100                          SUPERSEDED SURVEY CONTROL
 TW0100
 TW0100.No superseded survey control is available for this station.
 TW0100
 TW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ715952(NAD 83)
 TW0100_MARKER: DD = SURVEY DISK
 TW0100_SETTING: 0 = UNSPECIFIED SETTING
 TW0100_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0100_STAMPING: C 1
 TW0100_MARK LOGO: GUGS  
 TW0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0100
 TW0100  HISTORY     - Date     Condition        Report By
 TW0100  HISTORY     - 1963     MONUMENTED       GUGS
 TW0100  HISTORY     - 1963     GOOD             GUGS
 TW0100
 TW0100                          STATION DESCRIPTION
 TW0100
 TW0100'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0100'NO DESCRIPTION SUMBMITTED.
 TW0100
 TW0100                          STATION RECOVERY (1963)
 TW0100
 TW0100'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0100'3.4 MILES SOUTH ALONG HIGHWAY 15 FROM THE SOUTHEAST ENTRANCE OF AAFB,
 TW0100'24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 4 FEET NORTH OF A
 TW0100'POWER POLE.
 TW0100' 
 TW0100'THE MARK IS A GUAM GEODETIC NET DISK , ENCLOSED IN A CAST IRON HOUSING
 TW0100'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0084 ***********************************************************************
 TW0084  DESIGNATION -  C 2
 TW0084  PID         -  TW0084
 TW0084  STATE/COUNTY-  GU/GUAM
 TW0084  USGS QUAD   -  DEDEDO (1975)
 TW0084
 TW0084                         *CURRENT SURVEY CONTROL
 TW0084  ___________________________________________________________________
 TW0084* NAD 83(1986)-  13 30 17.     (N)    215 07 59.     (W)     SCALED    
 TW0084* GUVD63      -       109.528  (meters)     359.34   (feet)  ADJ UNCH  
 TW0084  ___________________________________________________________________
 TW0084  GEOID HEIGHT-          54.45  (meters)                     EGM96
 TW0084
 TW0084  VERT ORDER  -  FIRST     CLASS II
 TW0084
 TW0084.The horizontal coordinates were scaled from a topographic map and have
 TW0084.an estimated accuracy of +/- 6 seconds.
 TW0084
 TW0084.The orthometric height was key entered from printed documents
 TW0084.and not key verified.
 TW0084
 TW0084.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0084.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0084
 TW0084                          SUPERSEDED SURVEY CONTROL
 TW0084
 TW0084.No superseded survey control is available for this station.
 TW0084
 TW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ691939(NAD 83)
 TW0084_MARKER: DD = SURVEY DISK
 TW0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0084_SP_SET: DRILL HOLE IN HEAD WALL
 TW0084_STAMPING: C 2
 TW0084_MARK LOGO: GUGS  
 TW0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0084+STABILITY: SURFACE MOTION
 TW0084
 TW0084  HISTORY     - Date     Condition        Report By
 TW0084  HISTORY     - 1963     MONUMENTED       GUGS
 TW0084  HISTORY     - 1963     GOOD             GUGS
 TW0084
 TW0084                          STATION DESCRIPTION
 TW0084
 TW0084'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0084'NO DESCRIPTION SUMBMITTED.
 TW0084
 TW0084                          STATION RECOVERY (1963)
 TW0084
 TW0084'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0084'3.3 MILES EAST ALONG HIGHWAY 1 FROM WETTENGEL JUNCTION, 0.9 MILES
 TW0084'SOUTH ON PERM BASE ROAD, 24 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 TW0084'IN THE HEADWALL OF A CONCRETE CULVERT.
 TW0084' 
 TW0084'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0084'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0510 ***********************************************************************
 TW0510  DESIGNATION -  CABRAS 1963
 TW0510  PID         -  TW0510
 TW0510  STATE/COUNTY-  GU/GUAM
 TW0510  USGS QUAD   -  APRA HARBOR (1975)
 TW0510
 TW0510                         *CURRENT SURVEY CONTROL
 TW0510  ___________________________________________________________________
 TW0510* NAD 83(1993)-  13 27 57.54943(N)    215 18 55.69540(W)     ADJUSTED  
 TW0510* GUVD63      -        19.9    (meters)      65.     (feet)  VERT ANG  
 TW0510  ___________________________________________________________________
 TW0510  EPOCH DATE  -        1993.62
 TW0510  GEOID HEIGHT-          54.74  (meters)                     EGM96
 TW0510
 TW0510  HORZ ORDER  -  FIRST
 TW0510
 TW0510.The horizontal coordinates were established by classical geodetic methods
 TW0510.and adjusted by the National Geodetic Survey in September 1999..
 TW0510.The horizontal coordinates are valid at the epoch date displayed above.
 TW0510.The epoch date for horizontal control is a decimal equivalence
 TW0510.of Year/Month/Day.
 TW0510
 TW0510.The orthometric height was determined by vertical angle observations.
 TW0510
 TW0510.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0510.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0510
 TW0510;                    North         East     Units Scale Factor Converg.
 TW0510;UTM  55      - 1,489,848.295   249,322.649   MT  1.00037740   -0 32 22.1
 TW0510
 TW0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0510!UTM  55      -   0.99998826  x   1.00037740  =   1.00036566
 TW0510
 TW0510                          SUPERSEDED SURVEY CONTROL
 TW0510
 TW0510  GU 63       -  13 27 52.39991(N)    215 19 04.40650(W) AD(       ) 1
 TW0510
 TW0510.Superseded values are not recommended for survey control.
 TW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0510.See file dsdata.txt to determine how the superseded data were derived.
 TW0510
 TW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4932389848(NAD 83)
 TW0510_MARKER: DD = SURVEY DISK
 TW0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0510_SP_SET: PREFABRICATED CONCRETE POST
 TW0510_MARK LOGO: NONE  
 TW0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0510
 TW0510  HISTORY     - Date     Condition        Report By
 TW0510  HISTORY     - 1963     MONUMENTED       CGS
 TW0510  HISTORY     - 1967     GOOD             CGS
 TW0510
 TW0510                          STATION DESCRIPTION
 TW0510
 TW0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0510'THE STATION IS 4-1/2 MILES WEST SOUTHWEST OF AGANA, 1/4 MILE WEST
 TW0510'OF THE EXTREME EAST END OF CABRAS ISLAND, 0.1 MILE NORTH OF THE
 TW0510'CABRAS ISLAND ROAD, AND ON THE NORTH EDGE OF A BLUFF WHICH OVERLOOKS
 TW0510'THE SEA TO THE NORTH.
 TW0510'
 TW0510'TO REACH THE STATION FROM SCHROEDER JUNCTION, JUNCTION OF HIGHWAYS 1
 TW0510'AND 11, GO NORTHWEST ON HIGHWAY 11 FOR 0.55 MILE TO A TRACK ROAD ON
 TW0510'THE RIGHT.  TURN RIGHT, UPGRADE AND GO NORTHERLY ON THE TRACK ROAD
 TW0510'FOR 0.05 MILE TO A T INTERSECTION OF TRACK ROADS.  TURN RIGHT AND GO
 TW0510'EASTERLY ALONG TOP OF BLUFF FOR 0.15 MILE TO THE STATION AT THE END
 TW0510'OF THE TRACK ROAD.
 TW0510'
 TW0510'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0510'STAMPED---CABRAS 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0510'THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHWEST OF A 6 INCH
 TW0510'PIPELINE AND 20 FEET SOUTHEAST OF THE EDGE OF THE BLUFF.
 TW0510
 TW0510                          STATION RECOVERY (1967)
 TW0510
 TW0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0510'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0510'ORIGINAL DESCRIPTION
 TW0510'IS ADEQUATE.  NOTE, THE STATION RIDGE IS GOING TO BE CUT DOWN BY
 TW0510'QUARRYING OPERATIONS,
 TW0510'UP TO ABOUT 75 FEET WEST OF STATION, AND IN THE FUTURE IT MAY BE
 TW0510'NECESSARY TO CLIMB UP
 TW0510'END OF BLUFF TO REACH STATION.
 TW0510'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0374 ***********************************************************************
 TW0374  DESIGNATION -  CASTRO
 TW0374  PID         -  TW0374
 TW0374  STATE/COUNTY-  GU/GUAM
 TW0374  USGS QUAD   -  
 TW0374
 TW0374                         *CURRENT SURVEY CONTROL
 TW0374  ___________________________________________________________________
 TW0374* NAD 83(1993)-  13 34 37.35338(N)    215 06 23.60433(W)     ADJUSTED  
 TW0374* GUVD04      -       184.693  (meters)     605.95   (feet)  ADJUSTED  
 TW0374  ___________________________________________________________________
 TW0374  EPOCH DATE  -        1993.62
 TW0374  GEOID HEIGHT-          54.70  (meters)                     EGM96
 TW0374
 TW0374  HORZ ORDER  -  SECOND
 TW0374  VERT ORDER  -  FIRST     CLASS II
 TW0374
 TW0374.The horizontal coordinates were established by classical geodetic methods
 TW0374.and adjusted by the National Geodetic Survey in September 1999..
 TW0374.The horizontal coordinates are valid at the epoch date displayed above.
 TW0374.The epoch date for horizontal control is a decimal equivalence
 TW0374.of Year/Month/Day.
 TW0374
 TW0374.The orthometric height was determined by differential leveling
 TW0374.and adjusted by the National Geodetic Survey in May 2005..
 TW0374
 TW0374.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0374.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0374
 TW0374;                    North         East     Units Scale Factor Converg.
 TW0374;UTM  55      - 1,501,934.145   272,055.398   MT  1.00024277   -0 29 41.0
 TW0374
 TW0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0374!UTM  55      -   0.99996236  x   1.00024277  =   1.00020512
 TW0374
 TW0374                          SUPERSEDED SURVEY CONTROL
 TW0374
 TW0374  GU 63       -  13 34 32.22926(N)    215 06 32.32762(W) AD(       ) 2
 TW0374
 TW0374.Superseded values are not recommended for survey control.
 TW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0374.See file dsdata.txt to determine how the superseded data were derived.
 TW0374
 TW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7205501934(NAD 83)
 TW0374_MARKER: DS = TRIANGULATION STATION DISK
 TW0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0374_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0374_STAMPING: CASTRO 1963
 TW0374_MARK LOGO: GU    
 TW0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0374+STABILITY: SURFACE MOTION
 TW0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0374+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0374
 TW0374  HISTORY     - Date     Condition        Report By
 TW0374  HISTORY     - 1963     MONUMENTED       CGS
 TW0374  HISTORY     - 20040511 GOOD             GUAMLM
 TW0374
 TW0374                          STATION DESCRIPTION
 TW0374
 TW0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0374'THE STATION IS LOCATED 5-1/4 MILES NORTHEAST OF DEDEDO, 2 MILES
 TW0374'WEST OF THE ANDERSEN AIR FORCE BASE, 1 MILE EAST SOUTHEAST OF
 TW0374'AGAFA AND ON THE ROAD RIGHT OF WAY.
 TW0374'
 TW0374'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1 AND ROUTE 9,
 TW0374'0.1 MILE SOUTH OF THE MAIN ENTRANCE TO THE ANDERSON AIR FORCE
 TW0374'BASE, GO NORTHERLY ON ROUTE 9 FOR 0.75 MILE TO A SIDE ROAD RIGHT,
 TW0374'CONTINUE ON ROUTE 9 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 TW0374'
 TW0374'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0374'STAMPED---CASTRO 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0374'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 117 FEET
 TW0374'SOUTHEAST OF POWER LINE POLE NO A 545 234, 71 FEET WEST OF THE CENTER
 TW0374'OF ROUTE 9 AND 58 FEET NORTHWEST OF POWER LINE POLE NO A 545 235.
 TW0374
 TW0374                          STATION RECOVERY (2004)
 TW0374
 TW0374'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0374'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0374'OF YIGO.
 TW0374' 
 TW0374'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 TW0374'AND ROUTE 9, GO NORTHWEST FOR 0.9 MILES TO THE STATION ON THE LEFT
 TW0374'SIDE OF ROUTE 9.  THE STATION IS PROJECTING 2 INCHES ABOVE THE SURFACE
 TW0374'ENCASED IN A CAST IRON HOUSING.  THE STATION IS A 1963 GGTN DISK.
 TW0374' 
 TW0374'MONUMENT DESCRIPTION AND MEASUREMENT- THE STAITON IS 12.60M SOUTHWEST
 TW0374'ON TOP EDGE OF CUT, 22.70M SOUTHWEST OF THE CENTERLINE OF ROUTE 9 AND
 TW0374'15.00M NORTHWEST OF A CONCRETE POWER POLE (DS-247, PQ-213).
 TW0374' 
 TW0374'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0374'STAMPED--CASTRO--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3093 ***********************************************************************
 DH3093  DESIGNATION -  CERA
 DH3093  PID         -  DH3093
 DH3093  STATE/COUNTY-  GU/GUAM
 DH3093  USGS QUAD   -  TALOFOFO (1975)
 DH3093
 DH3093                         *CURRENT SURVEY CONTROL
 DH3093  ___________________________________________________________________
 DH3093* NAD 83(1986)-  13 24 26.     (N)    215 13 36.     (W)     SCALED    
 DH3093* GUVD04      -        83.294  (meters)     273.27   (feet)  ADJUSTED  
 DH3093  ___________________________________________________________________
 DH3093  GEOID HEIGHT-          54.22  (meters)                     EGM96
 DH3093
 DH3093  VERT ORDER  -  FIRST     CLASS II
 DH3093
 DH3093.The horizontal coordinates were scaled from a topographic map and have
 DH3093.an estimated accuracy of +/- 6 seconds.
 DH3093
 DH3093.The orthometric height was determined by differential leveling
 DH3093.and adjusted by the National Geodetic Survey in May 2005..
 DH3093
 DH3093.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3093.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3093
 DH3093                          SUPERSEDED SURVEY CONTROL
 DH3093
 DH3093.No superseded survey control is available for this station.
 DH3093
 DH3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ588832(NAD 83)
 DH3093_MARKER: DD = SURVEY DISK
 DH3093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3093_SP_SET: DRAINAGE BOX
 DH3093_STAMPING: CERA
 DH3093_MARK LOGO: GUAMLM
 DH3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3093+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3093
 DH3093  HISTORY     - Date     Condition        Report By
 DH3093  HISTORY     - 2004     MONUMENTED       GUAMLM
 DH3093  HISTORY     - 20040504 GOOD             GUAMLM
 DH3093
 DH3093                          STATION DESCRIPTION
 DH3093
 DH3093'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3093'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3093'OF YONA.
 DH3093' 
 DH3093'TO REACH NARRATIVE- TO REACH THE STATION FROM SAINT FRANCIS CHURCH IN
 DH3093'THE VILLAGE OF YONA, GO SOUTH ON ROUTE 4 FOR 0.3 MILES, TO THE STATION
 DH3093'ON THE EAST SIDE OF ROUTE 4.  THE STATION IS FLUSH ON THE SOUTHEAST
 DH3093'CORNER OF A CONCRETE STORM DRAINAGE BOX.
 DH3093' 
 DH3093'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 13.05M EAST OF
 DH3093'CENTERLINE OF ROUTE 4, 25.50M SOUTHWEST OF A CONCRETE POWER POLE AND
 DH3093'33.50M SOUTHWEST OF A FIRE HYDRANT.
 DH3093' 
 DH3093'THE MARK IS A STANDARD DEPT OF LAND MANAGEMENT SUR DIV GU/UAM DISK
 DH3093'STAMPED CERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0375 ***********************************************************************
 TW0375  DESIGNATION -  CETTI
 TW0375  PID         -  TW0375
 TW0375  STATE/COUNTY-  GU/GUAM
 TW0375  USGS QUAD   -  AGAT (1975)
 TW0375
 TW0375                         *CURRENT SURVEY CONTROL
 TW0375  ___________________________________________________________________
 TW0375* NAD 83(1993)-  13 19 32.62090(N)    215 20 01.59252(W)     ADJUSTED  
 TW0375* GUVD63      -       193.142  (meters)     633.67   (feet)  ADJ UNCH  
 TW0375  ___________________________________________________________________
 TW0375  EPOCH DATE  -        1993.62
 TW0375  GEOID HEIGHT-          53.94  (meters)                     EGM96
 TW0375
 TW0375  HORZ ORDER  -  SECOND
 TW0375  VERT ORDER  -  FIRST     CLASS II
 TW0375
 TW0375.The horizontal coordinates were established by classical geodetic methods
 TW0375.and adjusted by the National Geodetic Survey in September 1999..
 TW0375.The horizontal coordinates are valid at the epoch date displayed above.
 TW0375.The epoch date for horizontal control is a decimal equivalence
 TW0375.of Year/Month/Day.
 TW0375
 TW0375.The orthometric height was key entered from printed documents
 TW0375.and not key verified.
 TW0375
 TW0375.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0375.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0375
 TW0375;                    North         East     Units Scale Factor Converg.
 TW0375;UTM  55      - 1,474,344.394   247,193.395   MT  1.00039068   -0 32 17.5
 TW0375
 TW0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0375!UTM  55      -   0.99996115  x   1.00039068  =   1.00035181
 TW0375
 TW0375                          SUPERSEDED SURVEY CONTROL
 TW0375
 TW0375  GU 63       -  13 19 27.43784(N)    215 20 10.30492(W) AD(       ) 2
 TW0375
 TW0375.Superseded values are not recommended for survey control.
 TW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0375.See file dsdata.txt to determine how the superseded data were derived.
 TW0375
 TW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4719374344(NAD 83)
 TW0375_MARKER: DS = TRIANGULATION STATION DISK
 TW0375_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0375_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0375_STAMPING: CETTI 1963
 TW0375_MARK LOGO: GU    
 TW0375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0375
 TW0375  HISTORY     - Date     Condition        Report By
 TW0375  HISTORY     - 1963     MONUMENTED       CGS
 TW0375
 TW0375                          STATION DESCRIPTION
 TW0375
 TW0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0375'THE STATION IS LOCATED ABOUT 4 MILES SOUTH SOUTHEAST OF AGAT,
 TW0375'2 MILES NORTH NORTHEAST OF UMATAC, AT THE HEAD OF THE CETTI
 TW0375'RIVER, AND AT A POINT WHERE HIGHWAY 2 PASSES THROUGH A DEEP
 TW0375'CUT AT THE TOP OF A GRADE.
 TW0375'
 TW0375'TO REACH THE STATION FROM THE AGAT ELEMENTARY SCHOOL, FOLLOW
 TW0375'HIGHWAY 2 SOUTH AND WEST FOR 5.1 MILES TO THE TOP OF A LONG
 TW0375'GRADE AND THE STATION ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 TW0375'
 TW0375'THE STATION MARK, STAMPED---CETTI 1963---, IS A STANDARD GOVERNMENT
 TW0375'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0375'AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST IRON
 TW0375'CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY- INSCRIBED
 TW0375'ON THE LID.  IT IS 38 FEET SOUTH OF THE CENTER OF HIGHWAY 2 AND 4
 TW0375'FEET EAST OF A GUARD RAIL CABLE.
 TW0375'
 TW0375'TRIANGULATION STATION TOGUAN MAY BE USED FOR AN AZIMUTH MARK.
 TW0375'-SEE DESCRIPTION THEREOF.-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0483 ***********************************************************************
 TW0483  DESIGNATION -  CHACHAO
 TW0483  PID         -  TW0483
 TW0483  STATE/COUNTY-  GU/
 TW0483  USGS QUAD   -  AGANA (1968)
 TW0483
 TW0483                         *CURRENT SURVEY CONTROL
 TW0483  ___________________________________________________________________
 TW0483* NAD 83(1993)-  13 26 13.83622(N)    215 17 20.80295(W)     ADJUSTED  
 TW0483* GUVD63      -       318.     (meters)    1043.     (feet)  SCALED    
 TW0483  ___________________________________________________________________
 TW0483  EPOCH DATE  -        1993.62
 TW0483  X           -  -5,064,832.689 (meters)                     COMP
 TW0483  Y           -   3,584,656.637 (meters)                     COMP
 TW0483  Z           -   1,472,576.159 (meters)                     COMP
 TW0483  ELLIP HEIGHT-         372.82  (meters)          (11/30/94) GPS OBS
 TW0483  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0483
 TW0483  HORZ ORDER  -  FIRST
 TW0483  ELLP ORDER  -  FIFTH     CLASS I
 TW0483
 TW0483.The horizontal coordinates were established by GPS observations
 TW0483.and adjusted by the National Geodetic Survey in November 1994..
 TW0483.No horizontal observational check was made to the station.
 TW0483.The horizontal coordinates are valid at the epoch date displayed above.
 TW0483.The epoch date for horizontal control is a decimal equivalence
 TW0483.of Year/Month/Day.
 TW0483
 TW0483.The orthometric height was scaled from a topographic map.
 TW0483
 TW0483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0483
 TW0483.The ellipsoidal height was determined by GPS observations
 TW0483.and is referenced to NAD 83.
 TW0483
 TW0483.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0483.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0483
 TW0483;                    North         East     Units Scale Factor Converg.
 TW0483;UTM  55      - 1,486,633.265   252,148.050   MT  1.00035998   -0 31 56.0
 TW0483
 TW0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0483!UTM  55      -   0.99994137  x   1.00035998  =   1.00030133
 TW0483
 TW0483                          SUPERSEDED SURVEY CONTROL
 TW0483
 TW0483  GU 63       -  13 26 08.68004(N)    215 17 29.51534(W) AD(       ) 1
 TW0483
 TW0483.Superseded values are not recommended for survey control.
 TW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0483.See file dsdata.txt to determine how the superseded data were derived.
 TW0483
 TW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5214886633(NAD 83)
 TW0483_MARKER: DS = TRIANGULATION STATION DISK
 TW0483_SETTING: 66 = SET IN ROCK OUTCROP
 TW0483_SP_SET: IN A DRILL HOLE IN BEDROCK
 TW0483_STAMPING: CHACHAO 1963
 TW0483_MARK LOGO: GUGS  
 TW0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0483+STABILITY: POSITION/ELEVATION WELL
 TW0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0483+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 TW0483
 TW0483  HISTORY     - Date     Condition        Report By
 TW0483  HISTORY     - 1963     MONUMENTED       GUGS
 TW0483  HISTORY     - 19930804 GOOD             NOS
 TW0483
 TW0483                          STATION DESCRIPTION
 TW0483
 TW0483'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0483'THE STATION IS LOCATED 3 MILES NORTHEAST OF APRA HEIGHTS, 2 MILES
 TW0483'SOUTH SOUTHEAST OF PITI, 1-1/2 MILES SOUTH SOUTHWEST OF THE NAVAL
 TW0483'HEADQUARTERS BUILDING ON NIMITZ HILL AND ON THE EAST ONE OF TWO
 TW0483'PEAKS WHICH IS LOCALLY KNOWN AS MT. CHACHAO.
 TW0483'
 TW0483'TO REACH THE STATION FROM THE JUNCTIONS OF ROUTE 4 AND ROUTE 1 IN
 TW0483'AGANA, GO WEST ON ROUTE 1 FOR 5.0 MILES TO THE JUNCTION OF ROUTE 6,
 TW0483'TURN LEFT ON ROUTE 6 AND GO 1.9 MILES TO A SIDE ROAD RIGHT.  TURN
 TW0483'RIGHT AND GO 0.1 MILE TO A T ROAD AT TOP OF A GRADE.  TURN RIGHT
 TW0483'AND GO 0.35 MILE TO A FORK.  TAKE RIGHT FORK, PASSING SOME LARGE
 TW0483'HOUSES ON THE RIGHT AND GO 1.25 MILES TO A FORK AT THE TOP OF A
 TW0483'SADDLE.  TURN LEFT, LEAVING THE ROAD AND GO NORTHERLY ACROSS FLAT
 TW0483'GRASSY AREA FOR 0.05 MILE TO A WASH AND THE END OF TRUCK TRAVEL.
 TW0483'PACK NORTHERLY FOR 50 YARDS TO THE HIGHEST POINT OF THE HILL AND
 TW0483'THE STATION.
 TW0483'
 TW0483'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0483'DISK, STAMPED---CHACHAO 1963---, CEMENTED IN DRILL HOLE IN BEDROCK
 TW0483'WHICH PROJECTS 3 INCHES.  IT IS 70 FEET NORTHWEST OF A 12 INCH
 TW0483'IRONWOOD TREE.
 TW0483'
 TW0483'REFERENCE MARK 1 IS A USN STATION MARK DISK, STAMPED---SUMMIT 1944---
 TW0483'CEMENTED IN DRILL HOLE IN BEDROCK WHICH PROJECTS 3 INCHES.  IT IS
 TW0483'70 FEET NORTHWEST OF A 12 INCH IRONWOOD TREE.
 TW0483
 TW0483                          STATION RECOVERY (1993)
 TW0483
 TW0483'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0483'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2964 ***********************************************************************
 DH2964  DESIGNATION -  CLQT
 DH2964  PID         -  DH2964
 DH2964  STATE/COUNTY-  GU/GUAM
 DH2964  USGS QUAD   -  TALOFOFO (1975)
 DH2964
 DH2964                         *CURRENT SURVEY CONTROL
 DH2964  ___________________________________________________________________
 DH2964* NAD 83(1986)-  13 20 27.     (N)    215 13 42.     (W)     SCALED    
 DH2964* GUVD04      -         7.425  (meters)      24.36   (feet)  ADJUSTED  
 DH2964  ___________________________________________________________________
 DH2964  GEOID HEIGHT-          53.69  (meters)                     EGM96
 DH2964
 DH2964  VERT ORDER  -  FIRST     CLASS II
 DH2964
 DH2964.The horizontal coordinates were scaled from a topographic map and have
 DH2964.an estimated accuracy of +/- 6 seconds.
 DH2964
 DH2964.The orthometric height was determined by differential leveling
 DH2964.and adjusted by the National Geodetic Survey in May 2005..
 DH2964
 DH2964.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2964.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2964
 DH2964                          SUPERSEDED SURVEY CONTROL
 DH2964
 DH2964.No superseded survey control is available for this station.
 DH2964
 DH2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ586759(NAD 83)
 DH2964_MARKER: DD = SURVEY DISK
 DH2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2964_STAMPING: CLQT
 DH2964_MARK LOGO: GUAMLM
 DH2964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2964+STABILITY: SURFACE MOTION
 DH2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2964+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 DH2964
 DH2964  HISTORY     - Date     Condition        Report By
 DH2964  HISTORY     - 20040521 MONUMENTED       GUAMLM
 DH2964
 DH2964                          STATION DESCRIPTION
 DH2964
 DH2964'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2964'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2964'OF TALOFOFO.
 DH2964' 
 DH2964'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH2964'AND ROUTE 4A, GO NORTH ON ROUTE 4 FOR 0.4 MILE, STATION ON THE RIGHT
 DH2964'SIDE OF ROUTE 4.
 DH2964' 
 DH2964'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.40M SOUTHWEST
 DH2964'OF ROUTE 4, 53.50M NORTH FROM A WOODEN POWER POLE AND 58.00M SOUTH
 DH2964'FROM A CONCRETE POWER POLE (DC/YD 45-6000).
 DH2964' 
 DH2964'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2964'STAMPED--CLQT--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0473 ***********************************************************************
 TW0473  DESIGNATION -  COCOS GG 1963
 TW0473  PID         -  TW0473
 TW0473  STATE/COUNTY-  GU/
 TW0473  USGS QUAD   -  MERIZO (1968)
 TW0473
 TW0473                         *CURRENT SURVEY CONTROL
 TW0473  ___________________________________________________________________
 TW0473* NAD 83(1993)-  13 14 02.88259(N)    215 21 20.33352(W)     ADJUSTED  
 TW0473* GUVD63      -         1.     (meters)       3.     (feet)  SCALED    
 TW0473  ___________________________________________________________________
 TW0473  EPOCH DATE  -        1993.62
 TW0473  GEOID HEIGHT-          53.18  (meters)                     EGM96
 TW0473
 TW0473  HORZ ORDER  -  FIRST
 TW0473
 TW0473.The horizontal coordinates were established by classical geodetic methods
 TW0473.and adjusted by the National Geodetic Survey in September 1999..
 TW0473.The horizontal coordinates are valid at the epoch date displayed above.
 TW0473.The epoch date for horizontal control is a decimal equivalence
 TW0473.of Year/Month/Day.
 TW0473
 TW0473.The orthometric height was scaled from a topographic map.
 TW0473
 TW0473.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0473.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0473
 TW0473;                    North         East     Units Scale Factor Converg.
 TW0473;UTM  55      - 1,464,229.799   244,727.067   MT  1.00040619   -0 32 22.5
 TW0473
 TW0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0473!UTM  55      -   0.99999148  x   1.00040619  =   1.00039767
 TW0473
 TW0473|---------------------------------------------------------------------|
 TW0473| PID    Reference Object                     Distance      Geod. Az  |
 TW0473|                                                           dddmmss.s |
 TW0473| AJ4657 COCOS RM 1                                         12812     |
 TW0473|---------------------------------------------------------------------|
 TW0473
 TW0473                          SUPERSEDED SURVEY CONTROL
 TW0473
 TW0473  GU 63       -  13 13 57.67923(N)    215 21 29.04485(W) AD(       ) 1
 TW0473
 TW0473.Superseded values are not recommended for survey control.
 TW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0473.See file dsdata.txt to determine how the superseded data were derived.
 TW0473
 TW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4472764230(NAD 83)
 TW0473_MARKER: DD = SURVEY DISK
 TW0473_SETTING: 66 = SET IN ROCK OUTCROP
 TW0473
 TW0473  HISTORY     - Date     Condition        Report By
 TW0473  HISTORY     - 1963     MONUMENTED       CGS
 TW0473
 TW0473                          STATION DESCRIPTION
 TW0473
 TW0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0473'THE STATION IS LOCATED ON THE EXTREME WEST END OF COCOS ISLAND
 TW0473'WHICH LIES ABOUT 2-1/2 MILES SOUTHWEST OF THE SOUTHWEST TIP OF
 TW0473'GUAM AND IS ABOUT 1/4 MILE SOUTHWEST OF THE U.S. COAST GUARD
 TW0473'INSTALLATION ON COCOS ISLAND.
 TW0473'
 TW0473'THE STATION WAS REACHED BY BOAT.
 TW0473'
 TW0473'THE STATION MARK, STAMPED---COCOS 1963---, IS A STANDARD GOVERNMENT
 TW0473'OF GUAM TRIANGULATION NET DISK CEMENTED IN A DRILL HOLE IN CORAL.
 TW0473'
 TW0473'REFERENCE MARK NO. 1 IS A COPPER PIN CEMENTED IN A 1-1/2 INCH
 TW0473'IRON PIPE THAT PROJECTS 1 INCH.
 TW0473'
 TW0473'TRIANGULATION STATION BOAGA MAY BE USED FOR AN AZIMUTH MARK.  -SEE
 TW0473'DESCRIPTION THEREOF.-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0376 ***********************************************************************
 TW0376  DESIGNATION -  CRUSHER
 TW0376  PID         -  TW0376
 TW0376  STATE/COUNTY-  GU/GUAM
 TW0376  USGS QUAD   -  DEDEDO (1975)
 TW0376
 TW0376                         *CURRENT SURVEY CONTROL
 TW0376  ___________________________________________________________________
 TW0376* NAD 83(1993)-  13 26 57.67094(N)    215 11 00.89400(W)     ADJUSTED  
 TW0376* GUVD04      -        87.451  (meters)     286.91   (feet)  ADJUSTED  
 TW0376  ___________________________________________________________________
 TW0376  EPOCH DATE  -        2004.00
 TW0376  X           -  -5,070,986.552 (meters)                     COMP
 TW0376  Y           -   3,575,011.739 (meters)                     COMP
 TW0376  Z           -   1,473,832.617 (meters)                     COMP
 TW0376  ELLIP HEIGHT-         141.39  (meters)          (06/10/05) GPS OBS
 TW0376  GEOID HEIGHT-          54.34  (meters)                     EGM96
 TW0376
 TW0376  HORZ ORDER  -  B
 TW0376  VERT ORDER  -  FIRST     CLASS II
 TW0376  ELLP ORDER  -  THIRD     CLASS II
 TW0376
 TW0376.The horizontal coordinates were established by GPS observations
 TW0376.and adjusted by the National Geodetic Survey in June 2005..
 TW0376.The horizontal coordinates are valid at the epoch date displayed above.
 TW0376.The epoch date for horizontal control is a decimal equivalence
 TW0376.of Year/Month/Day.
 TW0376
 TW0376.The orthometric height was determined by differential leveling
 TW0376.and adjusted by the National Geodetic Survey in May 2005..
 TW0376.No vertical observational check was made to the station.
 TW0376
 TW0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0376
 TW0376.The ellipsoidal height was determined by GPS observations
 TW0376.and is referenced to NAD 83.
 TW0376
 TW0376.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0376.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0376
 TW0376;                    North         East     Units Scale Factor Converg.
 TW0376;UTM  55      - 1,487,876.986   263,591.298   MT  1.00029141   -0 30 29.2
 TW0376
 TW0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0376!UTM  55      -   0.99997777  x   1.00029141  =   1.00026917
 TW0376
 TW0376                          SUPERSEDED SURVEY CONTROL
 TW0376
 TW0376  NAD 83(1993)-  13 26 57.67912(N)    215 11 00.87770(W) AD(1993.62) 2
 TW0376  GU 63       -  13 26 52.52542(N)    215 11 09.59611(W) AD(       ) 2
 TW0376
 TW0376.Superseded values are not recommended for survey control.
 TW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0376.See file dsdata.txt to determine how the superseded data were derived.
 TW0376
 TW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6359187877(NAD 83)
 TW0376_MARKER: DS = TRIANGULATION STATION DISK
 TW0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0376_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0376_STAMPING: CRUSHER 1963
 TW0376_MARK LOGO: GU    
 TW0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0376+STABILITY: SURFACE MOTION
 TW0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0376+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 TW0376
 TW0376  HISTORY     - Date     Condition        Report By
 TW0376  HISTORY     - 1963     MONUMENTED       CGS
 TW0376  HISTORY     - 20040510 GOOD             GUAMLM
 TW0376
 TW0376                          STATION DESCRIPTION
 TW0376
 TW0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0376'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST NORTHEAST OF THE
 TW0376'JUNCTION OF HIGHWAY 10 AND HIGHWAY 4, 2 MILES SOUTHEST OF
 TW0376'BARRIGADA, 500 FEET NORTHWEST OF A ROCK CRUSHING PLANT, AND
 TW0376'ALONG THE SOUTH RIGHT OF WAY OF HIGHWAY 15.
 TW0376'
 TW0376'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO EAST ON
 TW0376'WEST SAYLOR STREET FOR 0.2 MILE TO HIGHWAY 4.  TURN RIGHT AND
 TW0376'FOLLOW HIGHWAY 4 SOUTH AND SOUTHEAST FOR 3.9 MILES TO A Y FORK
 TW0376'AND THE JUNCTION OF HIGHWAY 4 AND HIGHWAY 10.  TAKE THE LEFT
 TW0376'FORK AND FOLLOW HIGHWAY 10 EAST AND NORTH FOR 2.2 MILES TO A
 TW0376'T ROAD TO THE RIGHT AND THE JUNCTION OF HIGHWAY 10 AND HIGHWAY
 TW0376'15.  TURN RIGHT AND FOLLOW HIGHWAY 15 EAST FOR 0.9 MILE TO THE
 TW0376'STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 TW0376'
 TW0376'THE STATION MARK, STAMPED---CRUSHER 1963---, IS A STANDARD GOVERNMENT
 TW0376'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON
 TW0376'CASING AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST
 TW0376'IRON CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY-
 TW0376'INSCRIBED ON THE LID.  IT IS 23 FEET SOUTH OF THE CENTER OF
 TW0376'HIGHWAY 15.
 TW0376
 TW0376                          STATION RECOVERY (2004)
 TW0376
 TW0376'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0376'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0376'OF MANGILAO.
 TW0376' 
 TW0376'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM VETERAN
 TW0376'HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR 0.9 MILES,
 TW0376'THE STATION IS ON THE RIGHT SIDE OF ROUTE 15.  THE STATION IS 12
 TW0376'INCHES BELOW THE SURFACE, ENCASED IN A CAST IRON HOUSING.
 TW0376' 
 TW0376'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.50M SOUTH OF
 TW0376'CENTERLINE OF ROUTE 15 AND 3.10M SOUTH OF EDGE OF ROUTE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0509 ***********************************************************************
 TW0509  HT_MOD      -  This is a Height Modernization Survey Station.
 TW0509  DESIGNATION -  CUB
 TW0509  PID         -  TW0509
 TW0509  STATE/COUNTY-  GU/GUAM
 TW0509  USGS QUAD   -  AGAT (1975)
 TW0509
 TW0509                         *CURRENT SURVEY CONTROL
 TW0509  ___________________________________________________________________
 TW0509* NAD 83(1993)-  13 23 55.17554(N)    215 18 44.64662(W)     ADJUSTED  
 TW0509* GUVD04      -       164.81   (meters)     540.7    (feet)  GPS OBS   
 TW0509  ___________________________________________________________________
 TW0509  EPOCH DATE  -        2004.00
 TW0509  X           -  -5,064,016.755 (meters)                     COMP
 TW0509  Y           -   3,587,169.605 (meters)                     COMP
 TW0509  Z           -   1,468,382.686 (meters)                     COMP
 TW0509  ELLIP HEIGHT-         164.51  (meters)          (06/10/05) GPS OBS
 TW0509  GEOID HEIGHT-          54.39  (meters)                     EGM96
 TW0509
 TW0509  HORZ ORDER  -  A
 TW0509  ELLP ORDER  -  THIRD     CLASS II
 TW0509
 TW0509.The horizontal coordinates were established by GPS observations
 TW0509.and adjusted by the National Geodetic Survey in June 2005..
 TW0509.The horizontal coordinates are valid at the epoch date displayed above.
 TW0509.The epoch date for horizontal control is a decimal equivalence
 TW0509.of Year/Month/Day.
 TW0509
 TW0509.The orthometric height was determined by GPS observations and a
 TW0509.high-resolution geoid model using precise GPS observation and
 TW0509.processing techniques.
 TW0509
 TW0509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0509
 TW0509.The ellipsoidal height was determined by GPS observations
 TW0509.and is referenced to NAD 83.
 TW0509
 TW0509.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0509.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0509
 TW0509;                    North         East     Units Scale Factor Converg.
 TW0509;UTM  55      - 1,482,394.129   249,585.184   MT  1.00037578   -0 32 10.0
 TW0509
 TW0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0509!UTM  55      -   0.99997413  x   1.00037578  =   1.00034990
 TW0509
 TW0509                          SUPERSEDED SURVEY CONTROL
 TW0509
 TW0509  NAD 83(1993)-  13 23 55.18422(N)    215 18 44.63003(W) AD(1993.62) 2
 TW0509  GU 63       -  13 23 50.01764(N)    215 18 53.34277(W) AD(       ) 2
 TW0509
 TW0509.Superseded values are not recommended for survey control.
 TW0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0509.See file dsdata.txt to determine how the superseded data were derived.
 TW0509
 TW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4958582394(NAD 83)
 TW0509_MARKER: DD = SURVEY DISK
 TW0509_SETTING: 0 = UNSPECIFIED SETTING
 TW0509_SP_SET: CAST IRON HOUSING
 TW0509_STAMPING: CUB 1963
 TW0509_MARK LOGO: GUGS  
 TW0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0509+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 TW0509
 TW0509  HISTORY     - Date     Condition        Report By
 TW0509  HISTORY     - 19630603 MONUMENTED       GUGS
 TW0509  HISTORY     - 1967     GOOD             CGS
 TW0509  HISTORY     - 20040603 GOOD             GUAMLM
 TW0509
 TW0509                          STATION DESCRIPTION
 TW0509
 TW0509'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0509'THE STATION IS LOCATED ABOUT 1/4 MILE SOUTH OF APRA HEIGHTS,
 TW0509'ABOUT 150 FEET SOUTH OF THE BACKSTOP AT THE APRA HEIGHTS
 TW0509'BASEBALL FIELD, AND ON A CUT BANK ALONG THE WEST SIDE OF HIGHWAY
 TW0509'17.
 TW0509'
 TW0509'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0509'ASPINALL AVENUE FOR 0.2 MILE TO HIGHWAY 1.  TURN LEFT AND FOLLOW
 TW0509'HIGHWAY 1 WEST AND SOUTH FOR 7.6 MILES TO THE JUNCTION OF HIGHWAY 1
 TW0509'AND HIGHWAY 2A.  TURN LEFT AND FOLLOW HIGHWAY 2A SOUTHEAST AND
 TW0509'SOUTH FOR 0.9 MILE TO THE JUNCTION OF HIGHWAY 2A AND HIGHWAY 5.
 TW0509'TURN LEFT AND FOLLOW HIGHWAY 5 SOUTHEAST FOR 1.3 MILES TO THE
 TW0509'JUNCTION OF HIGHWAY 5 AND HIGHWAY 17.  TURN LEFT, NORTH, ON HIGHWAY
 TW0509'17 FOR 0.1 MILE TO THE STATION ON THE LEFT, WEST, SIDE OF THE
 TW0509'HIGHWAY.  THE STATION IS ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
 TW0509'
 TW0509'THE STATION MARK, STAMPED---CUB 1963---, IS A STANDARD GOVERNMENT OF
 TW0509'GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0509'AND IS FLUSH WITH THE GROUND.  THE CAST IRON CASING PROJECTS ABOUT
 TW0509'1 FOOT AND HAS THE WORD -SURVEY- INSCRIBED ON THE LID.  IT IS 22 FEET
 TW0509'WEST OF THE EAST EDGE OF THE CUT BANK.
 TW0509'
 TW0509'TRIANGULATION STATION APRA JCT MAY BE USED FOR AN AZIMUTH MARK.  -SEE
 TW0509'DESCRIPTION THEREOF.-
 TW0509
 TW0509                          STATION RECOVERY (1967)
 TW0509
 TW0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NES)
 TW0509'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO NEW
 TW0509'REFERENCE MARKS
 TW0509'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS  STATION IS LOCATED
 TW0509'ABOUT 1/4-MILE
 TW0509'SOUTH OF APRA HEIGHTS, 150 FEET SOUTHWEST OF THE WRIGLEY FIELD LITTLE
 TW0509'LEAGUE BALL PARK,
 TW0509'AND 100 YARDS NORTH OF THE JUNCTION OF HIGHWAYS 5 AND 17, ON A BARE
 TW0509'AREA ON A SANDSTONE
 TW0509'LEDGE ON THE NORTHWEST SIDE OF HIGHWAY 17.  TO REACH STATION FROM THE
 TW0509'POST OFFICE IN
 TW0509'AGANA, GO NORTH ON ASPINALL AVENUE FOR 0.2 MILE TURN LEFT AND GO WEST
 TW0509'AND SOUTH ON
 TW0509'HIGHWAY 1 FOR 7.6 MILES TO JUNCTION WITH STATE HIGHWAY 2A.  TURN LEFT
 TW0509'ON HIGHWAY 2A AND
 TW0509'GO 0.9 MILE TO JUNCTION WITH HIGHWAY 5.  TURN LEFT ON HIGHWAY 5 AND GO
 TW0509'1.3 MILES UPGRADE
 TW0509'TO SIDE ROAD LEFT AT SIGN CROSS ISLAND ROAD.   TURN LEFT ON HIGHWAY 17
 TW0509'AND GO 0.1 MILE TO
 TW0509'STATION ON LEFT, JUST BEFORE REACHING BASEBALL FIELD.  STATION MARK IS
 TW0509'A GOV-GUAM
 TW0509'TRIANGULATION DISK, STAMPED CUB 1963, SET IN CONCRETE, FLUSH WITH
 TW0509'GROUND, INSIDE AN
 TW0509'8-INCH, IRON CASING THAT PROJECTS 10 INCHES ABOVE GROUND AND IS
 TW0509'PAINTED YELLOW.  IT IS 3
 TW0509'FEET SOUTH OF A YELLOW PIPE 3 FEET TALL, 67-1/2 FEET NORTHWEST OF
 TW0509'CENTER LINE OF HIGHWAY,
 TW0509'26-1/2 FEET NORTHWEST OF EDGE OF LEDGE, AND ABOUT 10 FEET HIGHER THAN
 TW0509'HIGHWAY.
 TW0509'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CUB 1963 NO 1
 TW0509'1967, CEMENTED IN A
 TW0509'DRILL HOLE IN THE SANDSTONE BEDROCK.  IT IS 15 FEET NORTHWEST FROM
 TW0509'EDGE OF LEDGE AND
 TW0509'ABOUT 6 INCHES LOWER THAN STATION MARK.  REFERENCE MARK NUMBER TWO IS
 TW0509'A STANDARD DISK
 TW0509'STAMPED CUB 1963 NO 2 1967, CEMENTED IN A DRILL HOLE IN THE SANDSTONE
 TW0509'BEDROCK, NEAR
 TW0509'SOUTH END OF THE BARE AREA, AND AT ABOUT SAME ELEVATION AS STATION
 TW0509'MARK.
 TW0509' 
 TW0509' 
 TW0509' 
 TW0509' 
 TW0509' 
 TW0509'
 TW0509
 TW0509                          STATION RECOVERY (2004)
 TW0509
 TW0509'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 TW0509'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0509'OF SANTA RITA.
 TW0509' 
 TW0509'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 2A
 TW0509'AND ROUTE 5, GO WEST ON ROUTE 5 FOR 1.2 MILE, TURN LEFT ONTO ROUTE 17
 TW0509'FOR 0.1 MILES TO THE STATION ON THE LEFT SIDE OF ROUTE 17.  THE
 TW0509'STATION ON TOP OF HILL.
 TW0509' 
 TW0509'MONUMENT AND MEASUREMENTS- THE STATION IS 10.70M NORTHWEST OF A WOODEN
 TW0509'POWER POLE AND 29.50M NORTHWEST OF CENTERLINE OF ROUTE 17.
 TW0509' 
 TW0509'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0509'STAMPED--CUB--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0101 ***********************************************************************
 TW0101  DESIGNATION -  D 1
 TW0101  PID         -  TW0101
 TW0101  STATE/COUNTY-  GU/GUAM
 TW0101  USGS QUAD   -  DEDEDO (1975)
 TW0101
 TW0101                         *CURRENT SURVEY CONTROL
 TW0101  ___________________________________________________________________
 TW0101* NAD 83(1986)-  13 29 12.     (N)    215 08 54.     (W)     SCALED    
 TW0101* GUVD63      -       135.127  (meters)     443.33   (feet)  ADJ UNCH  
 TW0101  ___________________________________________________________________
 TW0101  GEOID HEIGHT-          54.42  (meters)                     EGM96
 TW0101
 TW0101  VERT ORDER  -  FIRST     CLASS II
 TW0101
 TW0101.The horizontal coordinates were scaled from a topographic map and have
 TW0101.an estimated accuracy of +/- 6 seconds.
 TW0101
 TW0101.The orthometric height was key entered from printed documents
 TW0101.and not key verified.
 TW0101
 TW0101.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0101.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0101
 TW0101                          SUPERSEDED SURVEY CONTROL
 TW0101
 TW0101.No superseded survey control is available for this station.
 TW0101
 TW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ674919(NAD 83)
 TW0101_MARKER: DD = SURVEY DISK
 TW0101_SETTING: 0 = UNSPECIFIED SETTING
 TW0101_SP_SET: ENCLOSED IN A CAST IRON HOUSING
 TW0101_STAMPING: D 1
 TW0101_MARK LOGO: GUGS  
 TW0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0101
 TW0101  HISTORY     - Date     Condition        Report By
 TW0101  HISTORY     - 1963     MONUMENTED       GUGS
 TW0101  HISTORY     - 1963     GOOD             GUGS
 TW0101
 TW0101                          STATION DESCRIPTION
 TW0101
 TW0101'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0101'NO DESCRIPTION SUMBMITTED.
 TW0101
 TW0101                          STATION RECOVERY (1963)
 TW0101
 TW0101'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0101'FROM THE JUNCTION OF HIGHWAY 10 AND HIGHWAY 15 GO NORTHEAST ON HIGHWAY
 TW0101'15 FOR 4.6 MILES.  43 FEET NORTHWEST OF CENTER OF HIGHWAY 15 AND 36
 TW0101'FEET NORTHEAST OF CENTER OF TRACK ROAD.
 TW0101' 
 TW0101'A STANDARD GOV GUAM NET DISK SET IN CAST IRON FORM SET FLUSH WITH THE
 TW0101'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0124 ***********************************************************************
 TW0124  DESIGNATION -  D 2
 TW0124  PID         -  TW0124
 TW0124  STATE/COUNTY-  GU/GUAM
 TW0124  USGS QUAD   -  MERIZO (1968)
 TW0124
 TW0124                         *CURRENT SURVEY CONTROL
 TW0124  ___________________________________________________________________
 TW0124* NAD 83(1986)-  13 17 08.     (N)    215 20 15.     (W)     SCALED    
 TW0124* GUVD63      -         4.753  (meters)      15.59   (feet)  ADJ UNCH  
 TW0124  ___________________________________________________________________
 TW0124  GEOID HEIGHT-          53.61  (meters)                     EGM96
 TW0124
 TW0124  VERT ORDER  -  FIRST     CLASS II
 TW0124
 TW0124.The horizontal coordinates were scaled from a topographic map and have
 TW0124.an estimated accuracy of +/- 6 seconds.
 TW0124
 TW0124.The orthometric height was key entered from printed documents
 TW0124.and not key verified.
 TW0124
 TW0124.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0124.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0124
 TW0124                          SUPERSEDED SURVEY CONTROL
 TW0124
 TW0124.No superseded survey control is available for this station.
 TW0124
 TW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ467699(NAD 83)
 TW0124_MARKER: DD = SURVEY DISK
 TW0124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0124_SP_SET: CULVERT HEADWALL
 TW0124_STAMPING: D 2
 TW0124_MARK LOGO: GUGS  
 TW0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0124+STABILITY: SURFACE MOTION
 TW0124
 TW0124  HISTORY     - Date     Condition        Report By
 TW0124  HISTORY     - 1963     MONUMENTED       GUGS
 TW0124  HISTORY     - 1963     GOOD             GUGS
 TW0124
 TW0124                          STATION DESCRIPTION
 TW0124
 TW0124'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0124'NO DESCRIPTION SUMBMITTED.
 TW0124
 TW0124                          STATION RECOVERY (1963)
 TW0124
 TW0124'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0124'1.4 MILES SOUTH ALONG HIGHWAY 4 FROM THE POST OFFICE IN UMATAC, 17
 TW0124'FEET NORTHEAST OF THE CENTER OF HIGHWAY 2, 3.5 FEET NORTHWEST OF THE
 TW0124'SOUTHEAST END OF THE HEADWALL OF A CONCRETE CULVERT AND 1.8 FEET
 TW0124'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 TW0124' 
 TW0124'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0124'HEADWALL OF A CONCRETE CULVERT ALONG THE NORTHEAST SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4389 ***********************************************************************
 AA4389  DESIGNATION -  DANDAN
 AA4389  PID         -  AA4389
 AA4389  STATE/COUNTY-  GU/
 AA4389  USGS QUAD   -  TALOFOFO (1975)
 AA4389
 AA4389                         *CURRENT SURVEY CONTROL
 AA4389  ___________________________________________________________________
 AA4389* NAD 83(1993)-  13 18 33.83481(N)    215 15 45.91422(W)     ADJUSTED  
 AA4389* GUVD63      -        84.     (meters)     276.     (feet)  GPS OBS   
 AA4389  ___________________________________________________________________
 AA4389  EPOCH DATE  -        1993.62
 AA4389  X           -  -5,068,964.000 (meters)                     COMP
 AA4389  Y           -   3,584,081.752 (meters)                     COMP
 AA4389  Z           -   1,458,767.894 (meters)                     COMP
 AA4389  ELLIP HEIGHT-         137.31  (meters)          (11/30/94) GPS OBS
 AA4389  GEOID HEIGHT-          53.55  (meters)                     EGM96
 AA4389
 AA4389  HORZ ORDER  -  FIRST
 AA4389  ELLP ORDER  -  FIFTH     CLASS I
 AA4389
 AA4389.The horizontal coordinates were established by GPS observations
 AA4389.and adjusted by the National Geodetic Survey in November 1994..
 AA4389.No horizontal observational check was made to the station.
 AA4389.The horizontal coordinates are valid at the epoch date displayed above.
 AA4389.The epoch date for horizontal control is a decimal equivalence
 AA4389.of Year/Month/Day.
 AA4389
 AA4389.The orthometric height was determined by GPS observations and a
 AA4389.high-resolution geoid model.
 AA4389.No vertical observational check was made to the station.
 AA4389
 AA4389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4389
 AA4389.The ellipsoidal height was determined by GPS observations
 AA4389.and is referenced to NAD 83.
 AA4389
 AA4389.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4389.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4389
 AA4389;                    North         East     Units Scale Factor Converg.
 AA4389;UTM  55      - 1,472,466.066   254,874.046   MT  1.00034336   -0 31 16.2
 AA4389
 AA4389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4389!UTM  55      -   0.99997841  x   1.00034336  =   1.00032176
 AA4389
 AA4389                          SUPERSEDED SURVEY CONTROL
 AA4389
 AA4389.No superseded survey control is available for this station.
 AA4389
 AA4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5487472466(NAD 83)
 AA4389_MARKER: S = SPIKE
 AA4389_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AA4389_SP_SET: CONCRETE PAD
 AA4389_MARK LOGO: NONE  
 AA4389_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4389+STABILITY: POSITION/ELEVATION WELL
 AA4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4389+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4389
 AA4389  HISTORY     - Date     Condition        Report By
 AA4389  HISTORY     - 1990     MONUMENTED       LDGO
 AA4389  HISTORY     - 19930804 GOOD             NOS
 AA4389
 AA4389                          STATION DESCRIPTION
 AA4389
 AA4389'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4389'THE STATION IS ON THE ISLAND OF GUAM, USA AT THE NASA TRACKING
 AA4389'FACILITY S OF TALOFOFO BAY. TO REACH THE STATION DRIVE S ON MAIN E
 AA4389'COAST HIGHWAY(ROUTE 4).  2 MI (3.2 KM) SOUTH OF TALOFOFO BAY THERE IS
 AA4389'A WELL SIGNPOSTED RIGHT TURN TO THE NASA TRACKING FACILITY.  THIS IS
 AA4389'THE SAME ROAD THAT LEADS TO TALOFO FALLS.  TAKE THIS ROAD FOR .75 MI
 AA4389'(1.21 KM) TO FORK LEFT, TAKE LEFT FORK AND PROCEED 1.25 MI (2.01 KM)
 AA4389'TO THE MAIN GATE OF THE NASA TRACKING FACILITY.  THE PAD CONTAINING
 AA4389'THE MARK IS 25 M (82.0 FT) TO THE LEFT OF THE ROAD JUST BEFORE THE
 AA4389'RIGHT TURN TO THE MAIN BUILDINGS.  THE PAD IS RAISED ABOUT 1.5 M (4.9
 AA4389'FT) ABOVE THE SURROUNDING GROUND. THE STATION MARK IS A 15 CM BY 1.25
 AA4389'CM STAINLESS STEEL PIN EPOXIED IN A HOLE DRILLED INTO A MASSIVE UNUSED
 AA4389'10 FT (3.0 M) BY 10 FT (3.0 M) CONCRETE ANTENNA PAD.  THE PIN IS
 AA4389'LOCATED IN THE NE CORNER OF THE PAD AND IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2965 ***********************************************************************
 DH2965  DESIGNATION -  DAVE
 DH2965  PID         -  DH2965
 DH2965  STATE/COUNTY-  GU/GUAM
 DH2965  USGS QUAD   -  AGANA (1968)
 DH2965
 DH2965                         *CURRENT SURVEY CONTROL
 DH2965  ___________________________________________________________________
 DH2965* NAD 83(1986)-  13 29 39.     (N)    215 12 19.     (W)     SCALED    
 DH2965* GUVD04      -        37.613  (meters)     123.40   (feet)  ADJUSTED  
 DH2965  ___________________________________________________________________
 DH2965  GEOID HEIGHT-          54.66  (meters)                     EGM96
 DH2965
 DH2965  VERT ORDER  -  FIRST     CLASS II
 DH2965
 DH2965.The horizontal coordinates were scaled from a topographic map and have
 DH2965.an estimated accuracy of +/- 6 seconds.
 DH2965
 DH2965.The orthometric height was determined by differential leveling
 DH2965.and adjusted by the National Geodetic Survey in May 2005..
 DH2965.No vertical observational check was made to the station.
 DH2965
 DH2965.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2965.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2965
 DH2965                          SUPERSEDED SURVEY CONTROL
 DH2965
 DH2965.No superseded survey control is available for this station.
 DH2965
 DH2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ612928(NAD 83)
 DH2965_MARKER: DD = SURVEY DISK
 DH2965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH2965_SP_SET: HEADWALL
 DH2965_STAMPING: DAVE
 DH2965_MARK LOGO: GUAMLM
 DH2965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2965+STABILITY: SURFACE MOTION
 DH2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2965+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH2965
 DH2965  HISTORY     - Date     Condition        Report By
 DH2965  HISTORY     - 2004     MONUMENTED       GUAMLM
 DH2965
 DH2965                          STATION DESCRIPTION
 DH2965
 DH2965'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2965'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2965'OF TAMUNING.
 DH2965' 
 DH2965'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2965'CORPS DRIVE (ROUTE 1) AND ROUTE 4B, GO NORTH ON ROUTE 1 FOR 0.3, TURN
 DH2965'RIGHT ONTO ROUTE 10A (AIRPORT ROAD), GO FOR 0.05 MILE, STATION ON THE
 DH2965'LEFT OF ROUTE 10A.  THE STATION IS LOCATED ON A CONCRETE HEAD WALL AT
 DH2965'THE SOUTHWEST ENTRANCE TO 76 SERVICE STATION.
 DH2965' 
 DH2965'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.60M NORTHWEST
 DH2965'FROM A CONCRETE POWER POLE (PAA-17-2), 6.30M SOUTHWEST FROM THE
 DH2965'SOUTHEAST CORNER CONCRETE PARKING LOT.
 DH2965' 
 DH2965'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT SURVEY DISK
 DH2965'STAMPED--DAVE--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2966 ***********************************************************************
 DH2966  DESIGNATION -  DBD
 DH2966  PID         -  DH2966
 DH2966  STATE/COUNTY-  GU/GUAM
 DH2966  USGS QUAD   -  TALOFOFO (1975)
 DH2966
 DH2966                         *CURRENT SURVEY CONTROL
 DH2966  ___________________________________________________________________
 DH2966* NAD 83(1986)-  13 24 01.     (N)    215 13 45.     (W)     SCALED    
 DH2966* GUVD04      -        72.489  (meters)     237.82   (feet)  ADJUSTED  
 DH2966  ___________________________________________________________________
 DH2966  GEOID HEIGHT-          54.17  (meters)                     EGM96
 DH2966
 DH2966  VERT ORDER  -  FIRST     CLASS II
 DH2966
 DH2966.The horizontal coordinates were scaled from a topographic map and have
 DH2966.an estimated accuracy of +/- 6 seconds.
 DH2966
 DH2966.The orthometric height was determined by differential leveling
 DH2966.and adjusted by the National Geodetic Survey in May 2005..
 DH2966
 DH2966.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2966.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2966
 DH2966                          SUPERSEDED SURVEY CONTROL
 DH2966
 DH2966.No superseded survey control is available for this station.
 DH2966
 DH2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ586824(NAD 83)
 DH2966_MARKER: DD = SURVEY DISK
 DH2966_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH2966_SP_SET: WALL
 DH2966_STAMPING: DBD 2004
 DH2966_MARK LOGO: GUAMLM
 DH2966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2966+STABILITY: SURFACE MOTION
 DH2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2966+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH2966
 DH2966  HISTORY     - Date     Condition        Report By
 DH2966  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH2966
 DH2966                          STATION DESCRIPTION
 DH2966
 DH2966'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2966'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2966'OF YONA.
 DH2966' 
 DH2966'TO REACH NARRATIVE-  TO REACH THE STATION FROM SAINT FRANCIS CHURCH IN
 DH2966'THE VILLAGE OF YONA, GO SOUTH ON ROUTE 4 FOR 0.7 MILES, TO THE STATION
 DH2966'ON THE EAST SIDE OF ROUTE 4.  THE STATION IS FLUSH ON THE NORTH CORNER
 DH2966'OF A CONCRETE WALL.
 DH2966' 
 DH2966'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.00M EAST OF
 DH2966'CENTERLINE OF ROUTE 4, 15.20M SOUTH OF A CONCRETE POWER POLE AND 1.00M
 DH2966'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BUS SHELTER
 DH2966'(STA.YT-42).
 DH2966' 
 DH2966'THE MARK IS A STANDARD DEPT OF LAND MANAGEMENT SUR DIV GUAM MARK
 DH2966'STAMPED--DBD--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2967 ***********************************************************************
 DH2967  DESIGNATION -  DBD1
 DH2967  PID         -  DH2967
 DH2967  STATE/COUNTY-  GU/GUAM
 DH2967  USGS QUAD   -  
 DH2967
 DH2967                         *CURRENT SURVEY CONTROL
 DH2967  ___________________________________________________________________
 DH2967* NAD 83(1986)-  13 33 14.     (N)    215 06 16.     (W)     SCALED    
 DH2967* GUVD04      -       171.628  (meters)     563.08   (feet)  ADJUSTED  
 DH2967  ___________________________________________________________________
 DH2967  GEOID HEIGHT-          54.59  (meters)                     EGM96
 DH2967
 DH2967  VERT ORDER  -  FIRST     CLASS II
 DH2967
 DH2967.The horizontal coordinates were scaled from a topographic map and have
 DH2967.an estimated accuracy of +/- 6 seconds.
 DH2967
 DH2967.The orthometric height was determined by differential leveling
 DH2967.and adjusted by the National Geodetic Survey in May 2005..
 DH2967.No vertical observational check was made to the station.
 DH2967
 DH2967.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2967.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2967
 DH2967                          SUPERSEDED SURVEY CONTROL
 DH2967
 DH2967.No superseded survey control is available for this station.
 DH2967
 DH2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ722993(NAD 83)
 DH2967_MARKER: DD = SURVEY DISK
 DH2967_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH2967_SP_SET: WALL
 DH2967_STAMPING: DBD1
 DH2967_MARK LOGO: GUAMLM
 DH2967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2967+STABILITY: SURFACE MOTION
 DH2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2967+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH2967
 DH2967  HISTORY     - Date     Condition        Report By
 DH2967  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH2967
 DH2967                          STATION DESCRIPTION
 DH2967
 DH2967'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2967'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2967'OF YIGO.
 DH2967' 
 DH2967'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH2967'MARINE CORP DRIVE (ROUTE 1) AND MAIN GATE AAFB, GO SOUTH ON ROUTE 1
 DH2967'FOR 0.7 MILE TO THE STATION ON THE LEFT SIDE OF ROUTE 1.  STATION IS
 DH2967'CENTER OF A CONCRETE WALL ON THE NORTHEAST CORNER OF CHALAN LA CHANCH.
 DH2967'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.90M EAST OF
 DH2967'CENTERLINE OF ROUTE 1, 1.39M NORTH OF A CONCRETE POWER POLE AND
 DH2967'SOUTHWEST OF A WOODEN POWER POLE (PQ-54-1).
 DH2967' 
 DH2967'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK
 DH2967'STAMPED--DBD1--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0377 ***********************************************************************
 TW0377  DESIGNATION -  DEDEDO
 TW0377  PID         -  TW0377
 TW0377  STATE/COUNTY-  GU/GUAM
 TW0377  USGS QUAD   -  DEDEDO (1975)
 TW0377
 TW0377                         *CURRENT SURVEY CONTROL
 TW0377  ___________________________________________________________________
 TW0377* NAD 83(1993)-  13 31 05.30834(N)    215 09 39.35483(W)     ADJUSTED  
 TW0377* GUVD63      -       102.409  (meters)     335.99   (feet)  ADJ UNCH  
 TW0377  ___________________________________________________________________
 TW0377  EPOCH DATE  -        1993.62
 TW0377  GEOID HEIGHT-          54.64  (meters)                     EGM96
 TW0377
 TW0377  HORZ ORDER  -  SECOND
 TW0377  VERT ORDER  -  FIRST     CLASS II
 TW0377
 TW0377.The horizontal coordinates were established by classical geodetic methods
 TW0377.and adjusted by the National Geodetic Survey in September 1999..
 TW0377.The horizontal coordinates are valid at the epoch date displayed above.
 TW0377.The epoch date for horizontal control is a decimal equivalence
 TW0377.of Year/Month/Day.
 TW0377
 TW0377.The orthometric height was key entered from printed documents
 TW0377.and not key verified.
 TW0377
 TW0377.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0377.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0377
 TW0377;                    North         East     Units Scale Factor Converg.
 TW0377;UTM  55      - 1,495,467.511   266,111.533   MT  1.00027674   -0 30 19.3
 TW0377
 TW0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0377!UTM  55      -   0.99997530  x   1.00027674  =   1.00025204
 TW0377
 TW0377                          SUPERSEDED SURVEY CONTROL
 TW0377
 TW0377  GU 63       -  13 31 00.16978(N)    215 09 48.07546(W) AD(       ) 2
 TW0377
 TW0377.Superseded values are not recommended for survey control.
 TW0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0377.See file dsdata.txt to determine how the superseded data were derived.
 TW0377
 TW0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6611295468(NAD 83)
 TW0377_MARKER: DS = TRIANGULATION STATION DISK
 TW0377_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0377_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0377_STAMPING: DEDEDO 1963
 TW0377_MARK LOGO: GU    
 TW0377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0377
 TW0377  HISTORY     - Date     Condition        Report By
 TW0377  HISTORY     - 1963     MONUMENTED       CGS
 TW0377
 TW0377                          STATION DESCRIPTION
 TW0377
 TW0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0377'THE STATION IS LOCATED IN THE VILLAGE OF DEDEDO, AT THE DEDEDO
 TW0377'MUNICIPAL WATER TANK.
 TW0377'
 TW0377'TO REACH THE STATION FROM THE WETTENGEL JUNCTION, GO EAST SOUTHEAST
 TW0377'ON ROUTE 1 FOR 1.2 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT, INTO
 TW0377'THE VILLAGE OF DEDEDO, ALONG THE LEFT SIDE OF THE SCHOOL BUILDING
 TW0377'AND GO 0.25 MILE TO THE STATION ON THE LEFT.
 TW0377'
 TW0377'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0377'STAMPED---DEDEDO 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0377'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 52 FEET
 TW0377'SOUTH SOUTHWEST OF A GUY POLE, 33 FEET EAST OF CENTER OF A PAVED ROAD
 TW0377'AND 30 FEET NORTH NORTHWEST OF THE NORTHWEST LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0500 ***********************************************************************
 TW0500  DESIGNATION -  DIVIDE GG
 TW0500  PID         -  TW0500
 TW0500  STATE/COUNTY-  GU/
 TW0500  USGS QUAD   -  TALOFOFO (1975)
 TW0500
 TW0500                         *CURRENT SURVEY CONTROL
 TW0500  ___________________________________________________________________
 TW0500* NAD 83(1993)-  13 23 15.63265(N)    215 16 39.72103(W)     ADJUSTED  
 TW0500* GUVD63      -       160.     (meters)     525.     (feet)  SCALED    
 TW0500  ___________________________________________________________________
 TW0500  EPOCH DATE  -        1993.62
 TW0500  GEOID HEIGHT-          54.24  (meters)                     EGM96
 TW0500
 TW0500  HORZ ORDER  -  FIRST
 TW0500
 TW0500.The horizontal coordinates were established by classical geodetic methods
 TW0500.and adjusted by the National Geodetic Survey in September 1999..
 TW0500.The horizontal coordinates are valid at the epoch date displayed above.
 TW0500.The epoch date for horizontal control is a decimal equivalence
 TW0500.of Year/Month/Day.
 TW0500
 TW0500.The orthometric height was scaled from a topographic map.
 TW0500
 TW0500.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0500.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0500
 TW0500;                    North         East     Units Scale Factor Converg.
 TW0500;UTM  55      - 1,481,143.618   253,333.682   MT  1.00035273   -0 31 39.5
 TW0500
 TW0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0500!UTM  55      -   0.99996631  x   1.00035273  =   1.00031903
 TW0500
 TW0500                          SUPERSEDED SURVEY CONTROL
 TW0500
 TW0500  GU 63       -  13 23 10.46328(N)    215 16 48.43304(W) AD(       ) 1
 TW0500
 TW0500.Superseded values are not recommended for survey control.
 TW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0500.See file dsdata.txt to determine how the superseded data were derived.
 TW0500
 TW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5333481144(NAD 83)
 TW0500_MARKER: DD = SURVEY DISK
 TW0500_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0500_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0500
 TW0500  HISTORY     - Date     Condition        Report By
 TW0500  HISTORY     - 1963     MONUMENTED       CGS
 TW0500
 TW0500                          STATION DESCRIPTION
 TW0500
 TW0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0500'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF TALOFOFO,
 TW0500'4 MILES SOUTHWEST OF YONA, 4 MILES EAST OF AGAT, ON A HIGH POINT
 TW0500'OF THE PROMINENT, BARE HILLS THAT FORM THE DRAINAGE DIVIDE TO THE
 TW0500'NORTH AND SOUTH, AND IN THE CENTER OF HIGHWAY 17.
 TW0500'
 TW0500'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0500'ASPINALL AVENUE FOR 0.2 MILE TO HIGHWAY 1.  TURN LEFT AND FOLLOW
 TW0500'HIGHWAY 1 WEST AND SOUTH FOR 7.6 MILES TO THE JUNCTION OF HIGHWAY
 TW0500'1 AND HIGHWAY 2A.  TURN LEFT AND FOLLOW HIGHWAY 2A SOUTHEAST AND
 TW0500'SOUTH FOR 0.9 MILE TO THE JUNCTION OF HIGHWAY 2A AND HIGHWAY 5.
 TW0500'TURN LEFT AND FOLLOW HIGHWAY 5 SOUTHEAST FOR 1.3 MILES TO THE
 TW0500'JUNCTION OF HIGHWAY 5 AND HIGHWAY 17.  TURN LEFT AND FOLLOW
 TW0500'HIGHWAY 17 NORTHEAST, AND SOUTHEAST FOR 3.4 MILES TO A WIDE, CHAIN
 TW0500'GATE AND GUARD TOWER ON THE RIGHT, WEST, SIDE OF THE ROAD AND THE
 TW0500'STATION IN THE CENTER OF HIGHWAY.
 TW0500'
 TW0500'THE STATION MARK, STAMPED---DIVIDE 1963---, IS A STANDARD GOVERNMENT
 TW0500'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0500'AND IS 3 INCHES BELOW THE SURFACE OF THE HIGHWAY.  THE CAST IRON
 TW0500'CASING IS FLUSH WITH THE SURFACE OF THE HIGHWAY AND HAS THE WORD
 TW0500'-SURVEY- INSCRIBED ON THE LID.
 TW0500'
 TW0500'TRIANGULATION STATION TWIST MAY BE USED FOR AN AZIMUTH MARK.  -SEE
 TW0500'DESCRIPTION THEREOF.-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0102 ***********************************************************************
 TW0102  DESIGNATION -  E 1
 TW0102  PID         -  TW0102
 TW0102  STATE/COUNTY-  GU/GUAM
 TW0102  USGS QUAD   -  DEDEDO (1975)
 TW0102
 TW0102                         *CURRENT SURVEY CONTROL
 TW0102  ___________________________________________________________________
 TW0102* NAD 83(1986)-  13 27 19.     (N)    215 10 17.     (W)     SCALED    
 TW0102* GUVD63      -        95.205  (meters)     312.35   (feet)  ADJ UNCH  
 TW0102  ___________________________________________________________________
 TW0102  GEOID HEIGHT-          54.33  (meters)                     EGM96
 TW0102
 TW0102  VERT ORDER  -  FIRST     CLASS II
 TW0102
 TW0102.The horizontal coordinates were scaled from a topographic map and have
 TW0102.an estimated accuracy of +/- 6 seconds.
 TW0102
 TW0102.The orthometric height was key entered from printed documents
 TW0102.and not key verified.
 TW0102
 TW0102.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0102.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0102
 TW0102                          SUPERSEDED SURVEY CONTROL
 TW0102
 TW0102.No superseded survey control is available for this station.
 TW0102
 TW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ649885(NAD 83)
 TW0102_MARKER: DD = SURVEY DISK
 TW0102_SETTING: 0 = UNSPECIFIED SETTING
 TW0102_SP_SET: ENCASED IN A CAST IRONN HOUSING
 TW0102_STAMPING: E 1
 TW0102_MARK LOGO: GUGS  
 TW0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0102
 TW0102  HISTORY     - Date     Condition        Report By
 TW0102  HISTORY     - 1963     MONUMENTED       GUGS
 TW0102  HISTORY     - 1963     GOOD             GUGS
 TW0102
 TW0102                          STATION DESCRIPTION
 TW0102
 TW0102'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0102'NO DESCRIPTION SUMBMITTED.
 TW0102
 TW0102                          STATION RECOVERY (1963)
 TW0102
 TW0102'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0102'FROM THE JUNCTION OF HIGHWAY 10 AND HIGHWAY 15 GO NORTHEAST ON HIGHWAY
 TW0102'15 FOR 1.9 MILES.  24 FEET EAST OF CENTER OF HIGHWAY 15 AND 4 FEET
 TW0102'NORTH OF POWER POLE.
 TW0102' 
 TW0102'A STANDARD GOV GUAM NET DISK SET IN A CAST IRON FORM WITH COVER THAT
 TW0102'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0130 ***********************************************************************
 TW0130  DESIGNATION -  E 2
 TW0130  PID         -  TW0130
 TW0130  STATE/COUNTY-  GU/GUAM
 TW0130  USGS QUAD   -  AGAT (1975)
 TW0130
 TW0130                         *CURRENT SURVEY CONTROL
 TW0130  ___________________________________________________________________
 TW0130* NAD 83(1986)-  13 20 50.     (N)    215 20 44.     (W)     SCALED    
 TW0130* GUVD63      -       100.139  (meters)     328.54   (feet)  ADJ UNCH  
 TW0130  ___________________________________________________________________
 TW0130  GEOID HEIGHT-          54.12  (meters)                     EGM96
 TW0130
 TW0130  VERT ORDER  -  FIRST     CLASS II
 TW0130
 TW0130.The horizontal coordinates were scaled from a topographic map and have
 TW0130.an estimated accuracy of +/- 6 seconds.
 TW0130
 TW0130.The orthometric height was key entered from printed documents
 TW0130.and not key verified.
 TW0130
 TW0130.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0130.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0130
 TW0130                          SUPERSEDED SURVEY CONTROL
 TW0130
 TW0130.No superseded survey control is available for this station.
 TW0130
 TW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ459767(NAD 83)
 TW0130_MARKER: DD = SURVEY DISK
 TW0130_SETTING: 0 = UNSPECIFIED SETTING
 TW0130_SP_SET: SET INTO A CAST IRON HOUSING
 TW0130_STAMPING: E 2 1963
 TW0130_MARK LOGO: GUGS  
 TW0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0130
 TW0130  HISTORY     - Date     Condition        Report By
 TW0130  HISTORY     - 1963     MONUMENTED       GUGS
 TW0130  HISTORY     - 1963     GOOD             GUGS
 TW0130
 TW0130                          STATION DESCRIPTION
 TW0130
 TW0130'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0130'NO DESCRIPTION SUMBMITTED.
 TW0130
 TW0130                          STATION RECOVERY (1963)
 TW0130
 TW0130'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0130'3.1 MILES SOUTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN AGAT, 40 FEET
 TW0130'NORTHEAST OF THE CENTER OF THE HIGHWAY AND 9.5 FEET SOUTHEAST OF A
 TW0130'6-INCH IRONWOOD TREE.
 TW0130' 
 TW0130'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0130'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0477 ***********************************************************************
 TW0477  DESIGNATION -  E INT R R1
 TW0477  PID         -  TW0477
 TW0477  STATE/COUNTY-  GU/GUAM
 TW0477  USGS QUAD   -  APRA HARBOR (1975)
 TW0477
 TW0477                         *CURRENT SURVEY CONTROL
 TW0477  ___________________________________________________________________
 TW0477* NAD 83(1993)-  13 26 37.21980(N)    215 20 39.44223(W)     ADJUSTED  
 TW0477* GUVD63      -         1.     (meters)       3.     (feet)  SCALED    
 TW0477  ___________________________________________________________________
 TW0477  EPOCH DATE  -        1993.62
 TW0477  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0477
 TW0477  HORZ ORDER  -  THIRD
 TW0477
 TW0477.The horizontal coordinates were established by classical geodetic methods
 TW0477.and adjusted by the National Geodetic Survey in September 1999..
 TW0477.The horizontal coordinates are valid at the epoch date displayed above.
 TW0477.The epoch date for horizontal control is a decimal equivalence
 TW0477.of Year/Month/Day.
 TW0477
 TW0477.The orthometric height was scaled from a topographic map.
 TW0477
 TW0477.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0477.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0477
 TW0477;                    North         East     Units Scale Factor Converg.
 TW0477;UTM  55      - 1,487,408.330   246,177.618   MT  1.00039703   -0 32 43.1
 TW0477
 TW0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0477!UTM  55      -   0.99999125  x   1.00039703  =   1.00038827
 TW0477
 TW0477                          SUPERSEDED SURVEY CONTROL
 TW0477
 TW0477  GU 63       -  13 26 32.06628(N)    215 20 48.15370(W) AD(       ) 3
 TW0477
 TW0477.Superseded values are not recommended for survey control.
 TW0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0477.See file dsdata.txt to determine how the superseded data were derived.
 TW0477
 TW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4617887408(NAD 83)
 TW0477_MARKER: Z = SEE DESCRIPTION
 TW0477_SETTING: 0 = UNSPECIFIED SETTING
 TW0477_MARK LOGO: NONE  
 TW0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0477
 TW0477  HISTORY     - Date     Condition        Report By
 TW0477  HISTORY     - 1963     MONUMENTED       CGS
 TW0477  HISTORY     - UNK      SEE DESCRIPTION
 TW0477  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TW0477
 TW0477                          STATION DESCRIPTION
 TW0477
 TW0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0477'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0477
 TW0477                          STATION RECOVERY (UNK )
 TW0477
 TW0477'RECOVERED UNK
 TW0477'RECOVERED AS DESCRIBED.
 TW0477
 TW0477                          STATION RECOVERY (1967)
 TW0477
 TW0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0477'LOCATED ALONG THE SOUTH SIDE OF APRA OUTER HARBOR, ABOUT 1/2-,ILE WEST
 TW0477'OF THE CHANNEL
 TW0477'CONNECTING THE OUTER AND INNER HARBORS, AND ON THE NORTHEAST END OF
 TW0477'THE FINGER OF
 TW0477'LAND ACROSS NARROW CHANNEL FROM LARGE LAGOON.  STATION IS THE RED
 TW0477'NAVIATION LIGHT
 TW0477'MOUNTED ATOP A SHORT, WHITE, IRON-PIPE TOWER THAT SETS ON AN
 TW0477'8-FOOT-SQUARE, CONCRETE
 TW0477'BASE AND EXTENDS ABOUT 8 FEET ABOVE IT.  TOP OF TOWER IS A 4X4-FOOT,
 TW0477'METAL PLATFORM AND
 TW0477'THE LIGHT EXTENDS 2 FEET ABOVE IT'S CENTER.
 TW0477' 
 TW0477' 
 TW0477' 
 TW0477'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0501 ***********************************************************************
 TW0501  DESIGNATION -  EAST TOWER 1963
 TW0501  PID         -  TW0501
 TW0501  STATE/COUNTY-  GU/
 TW0501  USGS QUAD   -  TALOFOFO (1975)
 TW0501
 TW0501                         *CURRENT SURVEY CONTROL
 TW0501  ___________________________________________________________________
 TW0501* NAD 83(1993)-  13 23 10.57950(N)    215 16 40.59098(W)     ADJUSTED  
 TW0501* GUVD63      -       156.     (meters)     512.     (feet)  SCALED    
 TW0501  ___________________________________________________________________
 TW0501  EPOCH DATE  -        1993.62
 TW0501  GEOID HEIGHT-          54.23  (meters)                     EGM96
 TW0501
 TW0501  HORZ ORDER  -  SECOND
 TW0501
 TW0501.The horizontal coordinates were established by classical geodetic methods
 TW0501.and adjusted by the National Geodetic Survey in September 1999..
 TW0501.The horizontal coordinates are valid at the epoch date displayed above.
 TW0501.The epoch date for horizontal control is a decimal equivalence
 TW0501.of Year/Month/Day.
 TW0501
 TW0501.The orthometric height was scaled from a topographic map.
 TW0501
 TW0501.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0501.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0501
 TW0501;                    North         East     Units Scale Factor Converg.
 TW0501;UTM  55      - 1,480,988.520   253,306.068   MT  1.00035289   -0 31 39.5
 TW0501
 TW0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0501!UTM  55      -   0.99996694  x   1.00035289  =   1.00031982
 TW0501
 TW0501                          SUPERSEDED SURVEY CONTROL
 TW0501
 TW0501  GU 63       -  13 23 05.41011(N)    215 16 49.30285(W) AD(       ) 2
 TW0501
 TW0501.Superseded values are not recommended for survey control.
 TW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0501.See file dsdata.txt to determine how the superseded data were derived.
 TW0501
 TW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5330680989(NAD 83)
 TW0501_MARKER: DS = TRIANGULATION STATION DISK
 TW0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0501
 TW0501  HISTORY     - Date     Condition        Report By
 TW0501  HISTORY     - 1963     MONUMENTED       CGS
 TW0501
 TW0501                          STATION DESCRIPTION
 TW0501
 TW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0501'THE STATION IS 4-1/4 MILES EAST OF AGAT, 3 MILES NORTHWEST OF
 TW0501'TALOFOFO, 600 FEET SOUTHEAST OF A GUARD TOWER, 500 FEET SOUTHWEST
 TW0501'OF HIGHWAY 17 AND ON THE SUMMIT OF A LOW RED CLAY HILL.
 TW0501'
 TW0501'TO REACH THE STATION FROM JUNCTION OF HIGHWAYS 17 AND 5, ABOUT
 TW0501'1/4 MILE SOUTH OF APRA HEIGHTS, GO NORTH, EAST AND SOUTHEAST ON
 TW0501'HIGHWAY 17 FOR 3.4 MILES TO A GUARD TOWER AND A CHAIN GATE ON
 TW0501'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST
 TW0501'ON A TRACK ROAD FOR 0.1 MILE TO THE SUMMIT OF A LOW KNOLL AND
 TW0501'THE STATION.
 TW0501'
 TW0501'STATION MARK IS A BRASS DISK STAMPED---EAST TOWER PWC---, SET IN THE
 TW0501'TOP OF A 14 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 TW0501'30.5 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE AND 20 FEET EAST OF A
 TW0501'CUT BANK.
 TW0501'
 TW0501'*TRAVERSED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3095 ***********************************************************************
 DH3095  DESIGNATION -  ED 1
 DH3095  PID         -  DH3095
 DH3095  STATE/COUNTY-  GU/GUAM
 DH3095  USGS QUAD   -  AGAT (1975)
 DH3095
 DH3095                         *CURRENT SURVEY CONTROL
 DH3095  ___________________________________________________________________
 DH3095* NAD 83(1986)-  13 24 57.     (N)    215 20 40.     (W)     SCALED    
 DH3095* GUVD04      -         7.989  (meters)      26.21   (feet)  ADJUSTED  
 DH3095  ___________________________________________________________________
 DH3095  GEOID HEIGHT-          54.53  (meters)                     EGM96
 DH3095
 DH3095  VERT ORDER  -  FIRST     CLASS II
 DH3095
 DH3095.The horizontal coordinates were scaled from a topographic map and have
 DH3095.an estimated accuracy of +/- 6 seconds.
 DH3095
 DH3095.The orthometric height was determined by differential leveling
 DH3095.and adjusted by the National Geodetic Survey in May 2005..
 DH3095
 DH3095.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3095.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3095
 DH3095                          SUPERSEDED SURVEY CONTROL
 DH3095
 DH3095.No superseded survey control is available for this station.
 DH3095
 DH3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ461843(NAD 83)
 DH3095_MARKER: DD = SURVEY DISK
 DH3095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3095_SP_SET: HEADWALL
 DH3095_STAMPING: ED 1 2004
 DH3095_MARK LOGO: GUAMLM
 DH3095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3095+STABILITY: SURFACE MOTION
 DH3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3095+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3095
 DH3095  HISTORY     - Date     Condition        Report By
 DH3095  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3095
 DH3095                          STATION DESCRIPTION
 DH3095
 DH3095'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3095'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3095'OF SANTA RITA.
 DH3095' 
 DH3095'OWNERSHIP- NAVAL STATION.
 DH3095' 
 DH3095'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3095'ROUTE 1 MARINE DRIVE AND SHORELINE DRIVE GO SOUTH ON SHORELINE FOR 0.5
 DH3095'MILE TO THE STATION ON THE LEFT SIDE OF SHORELINE DRIVE.  THE STATION
 DH3095'IS ON THE NORTHEAST CORNER OF A CONCRETE HEAD WALL.
 DH3095' 
 DH3095'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.0M NORTHEAST
 DH3095'OF CENTERLINE OF SHORELINE DRIVE, 12.60M NORTHWEST OF CENTERLINE OF A
 DH3095'ASPHALT ROAD, 1.19M SOUTH FROM THE NORTH CORNER HEAD WALL AND 2.80M
 DH3095'NORTHEAST FROM THE NORTHWEST CORNER HEAD WALL.
 DH3095' 
 DH3095'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK
 DH3095'STAMPED--ED-1--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3094 ***********************************************************************
 DH3094  DESIGNATION -  ED 2
 DH3094  PID         -  DH3094
 DH3094  STATE/COUNTY-  GU/GUAM
 DH3094  USGS QUAD   -  APRA HARBOR (1975)
 DH3094
 DH3094                         *CURRENT SURVEY CONTROL
 DH3094  ___________________________________________________________________
 DH3094* NAD 83(1986)-  13 25 52.     (N)    215 20 46.     (W)     SCALED    
 DH3094* GUVD04      -         8.606  (meters)      28.23   (feet)  ADJUSTED  
 DH3094  ___________________________________________________________________
 DH3094  GEOID HEIGHT-          54.61  (meters)                     EGM96
 DH3094
 DH3094  VERT ORDER  -  FIRST     CLASS II
 DH3094
 DH3094.The horizontal coordinates were scaled from a topographic map and have
 DH3094.an estimated accuracy of +/- 6 seconds.
 DH3094
 DH3094.The orthometric height was determined by differential leveling
 DH3094.and adjusted by the National Geodetic Survey in May 2005..
 DH3094.No vertical observational check was made to the station.
 DH3094
 DH3094.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3094.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3094
 DH3094                          SUPERSEDED SURVEY CONTROL
 DH3094
 DH3094.No superseded survey control is available for this station.
 DH3094
 DH3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ459860(NAD 83)
 DH3094_MARKER: DD = SURVEY DISK
 DH3094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3094_SP_SET: DRAINAGE BOX
 DH3094_STAMPING: ED 2 2004
 DH3094_MARK LOGO: GUAMLM
 DH3094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3094+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3094
 DH3094  HISTORY     - Date     Condition        Report By
 DH3094  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3094
 DH3094                          STATION DESCRIPTION
 DH3094
 DH3094'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3094'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3094'OF SANTA RITA.
 DH3094' 
 DH3094'OWNERSHIP-  NAVAL STATION.
 DH3094' 
 DH3094'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE (NAVAL
 DH3094'STATION), GO SOUTH ON ROUTE 1 MARINE DRIVE FOR 2.1 MILE TO THE STATION
 DH3094'ON THE RIGHT SIDE OF ROUTE 1 MARINE DRIVE.  THE STATION IS ON THE
 DH3094'SOUTHEAST CORNER OF A CONCRETE STORM DRAINAGE BOX (.9M X .9M)
 DH3094'SOUTHEAST OF OROTE PT ROAD.
 DH3094' 
 DH3094'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 13.10M EAST OF
 DH3094'CENTERLINE OF ROUTE 1 MARINE DRIVE AND 17.70M OF CENTERLINE OF A
 DH3094'ASPHALT ROAD.
 DH3094' 
 DH3094'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK
 DH3094'STAMPED--ED-2--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2968 ***********************************************************************
 DH2968  DESIGNATION -  ED 3
 DH2968  PID         -  DH2968
 DH2968  STATE/COUNTY-  GU/GUAM
 DH2968  USGS QUAD   -  AGAT (1975)
 DH2968
 DH2968                         *CURRENT SURVEY CONTROL
 DH2968  ___________________________________________________________________
 DH2968* NAD 83(1986)-  13 25 03.     (N)    215 20 19.     (W)     SCALED    
 DH2968* GUVD04      -         7.609  (meters)      24.96   (feet)  ADJUSTED  
 DH2968  ___________________________________________________________________
 DH2968  GEOID HEIGHT-          54.53  (meters)                     EGM96
 DH2968
 DH2968  VERT ORDER  -  FIRST     CLASS II
 DH2968
 DH2968.The horizontal coordinates were scaled from a topographic map and have
 DH2968.an estimated accuracy of +/- 6 seconds.
 DH2968
 DH2968.The orthometric height was determined by differential leveling
 DH2968.and adjusted by the National Geodetic Survey in May 2005..
 DH2968.No vertical observational check was made to the station.
 DH2968
 DH2968.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2968.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2968
 DH2968                          SUPERSEDED SURVEY CONTROL
 DH2968
 DH2968.No superseded survey control is available for this station.
 DH2968
 DH2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ467845(NAD 83)
 DH2968_MARKER: DD = SURVEY DISK
 DH2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2968_STAMPING: ED 3 2004
 DH2968_MARK LOGO: GUAMLM
 DH2968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2968+STABILITY: SURFACE MOTION
 DH2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2968+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH2968
 DH2968  HISTORY     - Date     Condition        Report By
 DH2968  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH2968
 DH2968                          STATION DESCRIPTION
 DH2968
 DH2968'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2968'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2968'OF SANTA RITA.
 DH2968' 
 DH2968'OWNERSHIP- NAVAL STATION.
 DH2968' 
 DH2968'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE (NAVAL
 DH2968'STATION), GO SOUTH ON ROUTE 1 MARINE DRIVE FOR 0.9 MILE TO THE STATION
 DH2968'ON THE NORTH SIDE OF A GRASSY TRIANGULAR ISLAND, AT THE INTERSECTION
 DH2968'OF ROUTE 1 MARINE DRIVE AND SUMAY DRIVE.
 DH2968' 
 DH2968'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 4.20M NORTH FROM
 DH2968'A 3 INCH X 12 INCH CONCRETE PAD AT THE NORTHWEST CORNER, 12.00M
 DH2968'SOUTHWEST OF THE CENTERLINE ASPHALT AND 12.20M SOUTHEAST OF CENTERLINE
 DH2968'OF ASPHALT.
 DH2968' 
 DH2968'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK STAMPED--ED
 DH2968'3--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3096 ***********************************************************************
 DH3096  DESIGNATION -  ED 4
 DH3096  PID         -  DH3096
 DH3096  STATE/COUNTY-  GU/GUAM
 DH3096  USGS QUAD   -  AGAT (1975)
 DH3096
 DH3096                         *CURRENT SURVEY CONTROL
 DH3096  ___________________________________________________________________
 DH3096* NAD 83(1986)-  13 25 03.     (N)    215 19 52.     (W)     SCALED    
 DH3096* GUVD04      -         2.617  (meters)       8.59   (feet)  ADJUSTED  
 DH3096  ___________________________________________________________________
 DH3096  GEOID HEIGHT-          54.53  (meters)                     EGM96
 DH3096
 DH3096  VERT ORDER  -  FIRST     CLASS II
 DH3096
 DH3096.The horizontal coordinates were scaled from a topographic map and have
 DH3096.an estimated accuracy of +/- 6 seconds.
 DH3096
 DH3096.The orthometric height was determined by differential leveling
 DH3096.and adjusted by the National Geodetic Survey in May 2005..
 DH3096.No vertical observational check was made to the station.
 DH3096
 DH3096.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3096.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3096
 DH3096                          SUPERSEDED SURVEY CONTROL
 DH3096
 DH3096.No superseded survey control is available for this station.
 DH3096
 DH3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ475844(NAD 83)
 DH3096_MARKER: DD = SURVEY DISK
 DH3096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH3096_SP_SET: POWERPOLE BASE
 DH3096_STAMPING: ED-4 2004
 DH3096_MARK LOGO: GUAMLM
 DH3096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3096+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3096
 DH3096  HISTORY     - Date     Condition        Report By
 DH3096  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3096
 DH3096                          STATION DESCRIPTION
 DH3096
 DH3096'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3096'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3096'OF SANTA RITA.
 DH3096' 
 DH3096'OWNERSHIP- NAVAL STATION.
 DH3096' 
 DH3096'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE (NAVAL
 DH3096'STATION), GO SOUTH ON ROUTE 1 MARINE DRIVE FOR 0.4 MILE TO THE STATION
 DH3096'ON THE RIGHT SIDE OF ROUTE 1.  THE STATION IS AT THE BASE OF A
 DH3096'CONCRETE POWER POLE (DK-114).
 DH3096' 
 DH3096'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 14.50M NORTH OF
 DH3096'CENTERLINE OF ROUTE 1, 5.50M NORTH OF EDGE OF PAVEMENT.
 DH3096' 
 DH3096'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK
 DH3096'STAMPED--ED-4--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3103 ***********************************************************************
 DH3103  DESIGNATION -  ERT 1
 DH3103  PID         -  DH3103
 DH3103  STATE/COUNTY-  GU/GUAM
 DH3103  USGS QUAD   -  TALOFOFO (1975)
 DH3103
 DH3103                         *CURRENT SURVEY CONTROL
 DH3103  ___________________________________________________________________
 DH3103* NAD 83(1986)-  13 23 52.     (N)    215 13 36.     (W)     SCALED    
 DH3103* GUVD04      -        30.175  (meters)      99.00   (feet)  ADJUSTED  
 DH3103  ___________________________________________________________________
 DH3103  GEOID HEIGHT-          54.15  (meters)                     EGM96
 DH3103
 DH3103  VERT ORDER  -  FIRST     CLASS II
 DH3103
 DH3103.The horizontal coordinates were scaled from a topographic map and have
 DH3103.an estimated accuracy of +/- 6 seconds.
 DH3103
 DH3103.The orthometric height was determined by differential leveling
 DH3103.and adjusted by the National Geodetic Survey in May 2005..
 DH3103
 DH3103.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3103.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3103
 DH3103                          SUPERSEDED SURVEY CONTROL
 DH3103
 DH3103.No superseded survey control is available for this station.
 DH3103
 DH3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ588822(NAD 83)
 DH3103_MARKER: DD = SURVEY DISK
 DH3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3103_STAMPING: ERT 1
 DH3103_MARK LOGO: GUGS  
 DH3103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3103+STABILITY: SURFACE MOTION
 DH3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3103+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3103
 DH3103  HISTORY     - Date     Condition        Report By
 DH3103  HISTORY     - 20000101 MONUMENTED       GUGS
 DH3103  HISTORY     - 20040504 GOOD             GUGS
 DH3103
 DH3103                          STATION DESCRIPTION
 DH3103
 DH3103'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3103'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3103'OF YONA.
 DH3103' 
 DH3103'TO REACH NARRATIVE- TO REACH THE STATION FROM SAINT FRANCIS CHURCH IN
 DH3103'THE VILLAGE OF YONA, GO SOUTH ON ROUTE 4 FOR 1.5 MILES, TO THE STATION
 DH3103'ON RIGHT SIDE OF ROUTE 4.
 DH3103' 
 DH3103'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 4.42M NORTHEAST
 DH3103'OF CENTERLINE OF ROUTE 4 AND .68M NORTHWEST OF THE SOUTHEAST CORNER OF
 DH3103'A CONCRETE STORM DRAINAGE.
 DH3103' 
 DH3103'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT NET DISK
 DH3103'STAMPED--ERT 1--, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0103 ***********************************************************************
 TW0103  DESIGNATION -  F 1
 TW0103  PID         -  TW0103
 TW0103  STATE/COUNTY-  GU/GUAM
 TW0103  USGS QUAD   -  DEDEDO (1975)
 TW0103
 TW0103                         *CURRENT SURVEY CONTROL
 TW0103  ___________________________________________________________________
 TW0103* NAD 83(1986)-  13 26 58.     (N)    215 11 48.     (W)     SCALED    
 TW0103* GUVD63      -        62.149  (meters)     203.90   (feet)  ADJ UNCH  
 TW0103  ___________________________________________________________________
 TW0103  GEOID HEIGHT-          54.39  (meters)                     EGM96
 TW0103
 TW0103  VERT ORDER  -  FIRST     CLASS II
 TW0103
 TW0103.The horizontal coordinates were scaled from a topographic map and have
 TW0103.an estimated accuracy of +/- 6 seconds.
 TW0103
 TW0103.The orthometric height was key entered from printed documents
 TW0103.and not key verified.
 TW0103
 TW0103.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0103.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0103
 TW0103                          SUPERSEDED SURVEY CONTROL
 TW0103
 TW0103.No superseded survey control is available for this station.
 TW0103
 TW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ621879(NAD 83)
 TW0103_MARKER: DD = SURVEY DISK
 TW0103_SETTING: 0 = UNSPECIFIED SETTING
 TW0103_SP_SET: SET IN A CAST IRON HOUSING
 TW0103_STAMPING: F 1
 TW0103_MARK LOGO: GUGS  
 TW0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0103
 TW0103  HISTORY     - Date     Condition        Report By
 TW0103  HISTORY     - 1963     MONUMENTED       GUGS
 TW0103  HISTORY     - 1963     GOOD             GUGS
 TW0103
 TW0103                          STATION DESCRIPTION
 TW0103
 TW0103'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0103'NO DESCRIPTION SUMBMITTED.
 TW0103
 TW0103                          STATION RECOVERY (1963)
 TW0103
 TW0103'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0103'FROM THE JUNCTION OF HIGHWAY 10 AND HIGHWAY 8 IN BARRIGADA GO SOUTH ON
 TW0103'HIGHWAY 10 FOR 1.45 MILES.  101 FEET SOUTHEAST OF JUNCTION OF HIGHWAYS
 TW0103'10 AND 15, 30 FEET WEST OF POWER POLE P103-76-1 AND 28 FEET SOUTH OF
 TW0103'CENTER OF HIGHWAY 15.
 TW0103' 
 TW0103'A STANDARD GOV GUAM NET DISK SET IN A CAST IRON FORM WITH COVER THAT
 TW0103'IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0131 ***********************************************************************
 TW0131  DESIGNATION -  F 2
 TW0131  PID         -  TW0131
 TW0131  STATE/COUNTY-  GU/GUAM
 TW0131  USGS QUAD   -  AGAT (1975)
 TW0131
 TW0131                         *CURRENT SURVEY CONTROL
 TW0131  ___________________________________________________________________
 TW0131* NAD 83(1986)-  13 21 18.     (N)    215 20 50.     (W)     SCALED    
 TW0131* GUVD63      -        37.169  (meters)     121.95   (feet)  ADJ UNCH  
 TW0131  ___________________________________________________________________
 TW0131  GEOID HEIGHT-          54.18  (meters)                     EGM96
 TW0131
 TW0131  VERT ORDER  -  FIRST     CLASS II
 TW0131
 TW0131.The horizontal coordinates were scaled from a topographic map and have
 TW0131.an estimated accuracy of +/- 6 seconds.
 TW0131
 TW0131.The orthometric height was key entered from printed documents
 TW0131.and not key verified.
 TW0131
 TW0131.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0131.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0131
 TW0131                          SUPERSEDED SURVEY CONTROL
 TW0131
 TW0131.No superseded survey control is available for this station.
 TW0131
 TW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ457775(NAD 83)
 TW0131_MARKER: DD = SURVEY DISK
 TW0131_SETTING: 0 = UNSPECIFIED SETTING
 TW0131_SP_SET: SET INTO CAST IRON HOUSING
 TW0131_STAMPING: F 2 1963
 TW0131_MARK LOGO: GUGS  
 TW0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0131
 TW0131  HISTORY     - Date     Condition        Report By
 TW0131  HISTORY     - 1963     MONUMENTED       GUGS
 TW0131  HISTORY     - 1963     GOOD             GUGS
 TW0131
 TW0131                          STATION DESCRIPTION
 TW0131
 TW0131'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0131'NO DESCRIPTION SUMBMITTED.
 TW0131
 TW0131                          STATION RECOVERY (1963)
 TW0131
 TW0131'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0131'2.5 MILES SOUTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN AGAT, 49 FEET
 TW0131'NORTHEAST OF THE CENTER OF THE HIGHWAY AND 45 FEET NORTHWEST OF THE
 TW0131'CENTER OF A TRACK ROAD.
 TW0131' 
 TW0131'THE MARK IS A GUAM GEODETIC NET DISK, INCLOSED IN A CAST IRON HOUSING
 TW0131'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0552 ***********************************************************************
 TW0552  DESIGNATION -  FACPI GG 1963
 TW0552  PID         -  TW0552
 TW0552  STATE/COUNTY-  GU/
 TW0552  USGS QUAD   -  AGAT (1975)
 TW0552
 TW0552                         *CURRENT SURVEY CONTROL
 TW0552  ___________________________________________________________________
 TW0552* NAD 83(1993)-  13 20 25.73480(N)    215 21 44.09423(W)     ADJUSTED  
 TW0552* GUVD63      -        65.     (meters)     213.     (feet)  SCALED    
 TW0552  ___________________________________________________________________
 TW0552  EPOCH DATE  -        1993.62
 TW0552  GEOID HEIGHT-          54.11  (meters)                     EGM96
 TW0552
 TW0552  HORZ ORDER  -  FIRST
 TW0552
 TW0552.The horizontal coordinates were established by classical geodetic methods
 TW0552.and adjusted by the National Geodetic Survey in September 1999..
 TW0552.The horizontal coordinates are valid at the epoch date displayed above.
 TW0552.The epoch date for horizontal control is a decimal equivalence
 TW0552.of Year/Month/Day.
 TW0552
 TW0552.The orthometric height was scaled from a topographic map.
 TW0552
 TW0552.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0552.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0552
 TW0552;                    North         East     Units Scale Factor Converg.
 TW0552;UTM  55      - 1,476,006.423   244,123.057   MT  1.00041000   -0 32 43.3
 TW0552
 TW0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0552!UTM  55      -   0.99998127  x   1.00041000  =   1.00039126
 TW0552
 TW0552                          SUPERSEDED SURVEY CONTROL
 TW0552
 TW0552  GU 63       -  13 20 20.55504(N)    215 21 52.80535(W) AD(       ) 1
 TW0552
 TW0552.Superseded values are not recommended for survey control.
 TW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0552.See file dsdata.txt to determine how the superseded data were derived.
 TW0552
 TW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4412376006(NAD 83)
 TW0552_MARKER: DD = SURVEY DISK
 TW0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0552
 TW0552  HISTORY     - Date     Condition        Report By
 TW0552  HISTORY     - 1963     MONUMENTED       CGS
 TW0552
 TW0552                          STATION DESCRIPTION
 TW0552
 TW0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0552'THE STATION IS LOCATED ON FACPI POINT, ABOUT 3-1/2 MILES SOUTHWEST
 TW0552'OF AGAT, 3-1/4 MILES NORTHWEST OF UMATAC, ON THE EXTREME WEST END
 TW0552'OF A CLEAR, FLAT AREA, AND ABOUT 150 FEET EAST OF A GRASSY ROUND
 TW0552'TOPPED KNOLL.
 TW0552'
 TW0552'TO REACH THE STATION FROM THE AGAT ELEMENTARY SCHOOL, FOLLOW HIGHWAY
 TW0552'2 SOUTH FOR 1.7 MILES TO THE NIMITZ BEACH PARK ON THE RIGHT, WEST,
 TW0552'SIDE OF THE HIGHWAY.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 2 FOR 1.3
 TW0552'MILES TO A Y FORK.  TAKE THE RIGHT FORK, SOUTH, PAST THE GARBAGE
 TW0552'DUMP, FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST AND
 TW0552'SOUTH ALONG A TRAIL TO THE WEST END OF THE POINT AND THE STATION.
 TW0552'THIS IS A 30 MINUTE PACK.
 TW0552'
 TW0552'THE STATION MARK IS A U.S. NAVY DISK, UNSTAMPED, SET IN THE TOP OF
 TW0552'A 6 INCH SQUARE, CONCRETE POST THAT PROJECTS 2 INCHES.
 TW0552'
 TW0552'REFERENCE MARK NO 1, STAMPED---FACPI 1963---, IS A STANDARD GOVERNMENT
 TW0552'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0552'AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST IRON
 TW0552'CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY-
 TW0552'INSCRIBED ON THE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0553 ***********************************************************************
 TW0553  DESIGNATION -  FACPI RM 1
 TW0553  PID         -  TW0553
 TW0553  STATE/COUNTY-  GU/GUAM
 TW0553  USGS QUAD   -  AGAT (1975)
 TW0553
 TW0553                         *CURRENT SURVEY CONTROL
 TW0553  ___________________________________________________________________
 TW0553* NAD 83(1993)-  13 20 25.71822(N)    215 21 44.09623(W)     ADJUSTED  
 TW0553* GUVD63      -        65.     (meters)     213.     (feet)  SCALED    
 TW0553  ___________________________________________________________________
 TW0553  EPOCH DATE  -        1993.62
 TW0553  GEOID HEIGHT-          54.11  (meters)                     EGM96
 TW0553
 TW0553  HORZ ORDER  -  SECOND
 TW0553
 TW0553.The horizontal coordinates were established by classical geodetic methods
 TW0553.and adjusted by the National Geodetic Survey in September 1999..
 TW0553.The horizontal coordinates are valid at the epoch date displayed above.
 TW0553.The epoch date for horizontal control is a decimal equivalence
 TW0553.of Year/Month/Day.
 TW0553
 TW0553.The orthometric height was scaled from a topographic map.
 TW0553
 TW0553.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0553.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0553
 TW0553;                    North         East     Units Scale Factor Converg.
 TW0553;UTM  55      - 1,476,005.913   244,122.992   MT  1.00041000   -0 32 43.3
 TW0553
 TW0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0553!UTM  55      -   0.99998127  x   1.00041000  =   1.00039126
 TW0553
 TW0553                          SUPERSEDED SURVEY CONTROL
 TW0553
 TW0553  GU 63       -  13 20 20.53846(N)    215 21 52.80735(W) AD(       ) 2
 TW0553
 TW0553.Superseded values are not recommended for survey control.
 TW0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0553.See file dsdata.txt to determine how the superseded data were derived.
 TW0553
 TW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4412376006(NAD 83)
 TW0553_MARKER: DD = SURVEY DISK
 TW0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0553_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0553+STABILITY: SURFACE MOTION
 TW0553
 TW0553  HISTORY     - Date     Condition        Report By
 TW0553  HISTORY     - 1963     MONUMENTED       CGS
 TW0553  HISTORY     - UNK      SEE DESCRIPTION
 TW0553
 TW0553                          STATION DESCRIPTION
 TW0553
 TW0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0553'REFERENCE MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK SET
 TW0553'IN CONCRETE IN A CAST IRON CASING AND IS 2 INCHES BELOW THE SURFACE OF
 TW0553'THE GROUND. THE CAST IRON CASING IS FLUSH WITH THE GROUND AND HAS THE
 TW0553'WORD SURVEY INSCRIBED ON THE LID.
 TW0553
 TW0553                          STATION RECOVERY (UNK )
 TW0553
 TW0553'RECOVERED UNK
 TW0553'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0446 ***********************************************************************
 TW0446  DESIGNATION -  FADIAN
 TW0446  PID         -  TW0446
 TW0446  STATE/COUNTY-  GU/GUAM
 TW0446  USGS QUAD   -  DEDEDO (1975)
 TW0446
 TW0446                         *CURRENT SURVEY CONTROL
 TW0446  ___________________________________________________________________
 TW0446* NAD 83(1993)-  13 26 44.42230(N)    215 10 32.59263(W)     ADJUSTED  
 TW0446* GUVD63      -        99.2    (meters)     325.     (feet)  VERT ANG  
 TW0446  ___________________________________________________________________
 TW0446  EPOCH DATE  -        1993.62
 TW0446  GEOID HEIGHT-          54.29  (meters)                     EGM96
 TW0446
 TW0446  HORZ ORDER  -  SECOND
 TW0446
 TW0446.The horizontal coordinates were established by classical geodetic methods
 TW0446.and adjusted by the National Geodetic Survey in September 1999..
 TW0446.The horizontal coordinates are valid at the epoch date displayed above.
 TW0446.The epoch date for horizontal control is a decimal equivalence
 TW0446.of Year/Month/Day.
 TW0446
 TW0446.The orthometric height was determined by vertical angle observations.
 TW0446
 TW0446.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0446.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0446
 TW0446;                    North         East     Units Scale Factor Converg.
 TW0446;UTM  55      - 1,487,462.193   264,439.204   MT  1.00028646   -0 30 22.1
 TW0446
 TW0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0446!UTM  55      -   0.99997586  x   1.00028646  =   1.00026232
 TW0446
 TW0446                          SUPERSEDED SURVEY CONTROL
 TW0446
 TW0446  GU 63       -  13 26 39.26826(N)    215 10 41.31080(W) AD(       ) 2
 TW0446
 TW0446.Superseded values are not recommended for survey control.
 TW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0446.See file dsdata.txt to determine how the superseded data were derived.
 TW0446
 TW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6443987462(NAD 83)
 TW0446_MARKER: DD = SURVEY DISK
 TW0446_SETTING: 0 = UNSPECIFIED SETTING
 TW0446_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0446
 TW0446  HISTORY     - Date     Condition        Report By
 TW0446  HISTORY     - 1963     MONUMENTED       CGS
 TW0446  HISTORY     - UNK      SEE DESCRIPTION
 TW0446
 TW0446                          STATION DESCRIPTION
 TW0446
 TW0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0446'STATION IS A GUAM GEODETIC TRIANGULATION NET STATION MARK DISK,
 TW0446'STAMPED FADIAN 1963 SET IN AN IRREGULAR MASS OF CONCRETE THAT PROJECTS
 TW0446'4 INCHES. IT IS 33 FEET NORTHEAST OF A CUTBANK, 21 FEET NORTHWEST OF
 TW0446'THE EDGE OF A CUTBANK AND 3 FEET NORTHEAST OF EDGE OF A CUTBANK.
 TW0446
 TW0446                          STATION RECOVERY (UNK )
 TW0446
 TW0446'RECOVERED UNK
 TW0446'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0447 ***********************************************************************
 TW0447  DESIGNATION -  FADIAN PWC 1963
 TW0447  PID         -  TW0447
 TW0447  STATE/COUNTY-  GU/
 TW0447  USGS QUAD   -  DEDEDO (1975)
 TW0447
 TW0447                         *CURRENT SURVEY CONTROL
 TW0447  ___________________________________________________________________
 TW0447* NAD 83(1993)-  13 26 44.42917(N)    215 10 32.60868(W)     ADJUSTED  
 TW0447* GUVD63      -        99.     (meters)     325.     (feet)  SCALED    
 TW0447  ___________________________________________________________________
 TW0447  EPOCH DATE  -        1993.62
 TW0447  GEOID HEIGHT-          54.29  (meters)                     EGM96
 TW0447
 TW0447  HORZ ORDER  -  FIRST
 TW0447
 TW0447.The horizontal coordinates were established by classical geodetic methods
 TW0447.and adjusted by the National Geodetic Survey in September 1999..
 TW0447.The horizontal coordinates are valid at the epoch date displayed above.
 TW0447.The epoch date for horizontal control is a decimal equivalence
 TW0447.of Year/Month/Day.
 TW0447
 TW0447.The orthometric height was scaled from a topographic map.
 TW0447
 TW0447.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0447.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0447
 TW0447;                    North         East     Units Scale Factor Converg.
 TW0447;UTM  55      - 1,487,462.408   264,438.723   MT  1.00028646   -0 30 22.1
 TW0447
 TW0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0447!UTM  55      -   0.99997589  x   1.00028646  =   1.00026235
 TW0447
 TW0447                          SUPERSEDED SURVEY CONTROL
 TW0447
 TW0447  GU 63       -  13 26 39.27536(N)    215 10 41.32827(W) AD(       ) 1
 TW0447
 TW0447.Superseded values are not recommended for survey control.
 TW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0447.See file dsdata.txt to determine how the superseded data were derived.
 TW0447
 TW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6443987462(NAD 83)
 TW0447_MARKER: DD = SURVEY DISK
 TW0447_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TW0447
 TW0447  HISTORY     - Date     Condition        Report By
 TW0447  HISTORY     - 1963     MONUMENTED       CGS
 TW0447
 TW0447                          STATION DESCRIPTION
 TW0447
 TW0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0447'THE STATION IS LOCATED 5-1/4 MILES EAST SOUTHEAST OF AGANA, ALONG
 TW0447'THE SOUTHEAST COAST OF THE ISLAND ON A PROMINENT KNOLL ON THE
 TW0447'NORTHEAST SIDE OF A LARGE QUARRY.
 TW0447'
 TW0447'TO REACH THE STATION FROM THE LAND MANAGEMENT OFFICE IN AGANA, GO
 TW0447'EAST ON OBRIEN AVENUE FOR 0.25 MILE TO ROUTE 4, TURN RIGHT ON
 TW0447'ROUTE 4 AND GO SOUTH FOR 4.0 MILES TO THE JUNCTION OF ROUTE 10,
 TW0447'TURN LEFT ON ROUTE 10 AND GO EASTERLY FOR 2.25 MILES TO THE JUNCTION
 TW0447'OF ROUTE 15, TURN RIGHT ON ROUTE 15 AND GO EASTERLY FOR 1.1 MILES TO
 TW0447'AN OLD CONCRETE PLANT ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO
 TW0447'A CROSSROAD, TURN LEFT AND GO 0.15 MILE TO AN OLD PAVED ROAD AND A
 TW0447'LOCKED CABLE AND THE END OF TRUCK TRAVEL.  PACK NORTHEASTERLY FOR
 TW0447'200 YARDS TO THE TOP OF THE KNOLL AND THE STATION.
 TW0447'
 TW0447'THE STATION MARK IS A PUBLIC WORKS COMMISSION STATION MARK DISK,
 TW0447'STAMPED---FADIAN---, SET IN AN IRREGULAR MASS OF CONCRETE THAT
 TW0447'PROJECTS 6 INCHES.  IT IS 34 FEET SOUTHWEST OF A CUTBANK, 23 FEET
 TW0447'NORTHWEST OF A CUTBANK AND 3 FEET NORTHEAST OF A CUTBANK.
 TW0447'
 TW0447'REFERENCE MARK NO 1 IS A GUAM GEODETIC TRIANGULATION NET STATION
 TW0447'MARK DISK STAMPED---FADIAN 1963---, SET IN AN IRREGULAR MASS OF
 TW0447'CONCRETE THAT PROJECTS 4 INCHES.  IT IS 33 FEET NORTHEAST OF A
 TW0447'CUTBANK, 21 FEET NORTHWEST OF THE EDGE OF A CUTBANK AND 3 FEET
 TW0447'NORTHEAST OF EDGE OF A CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0466 ***********************************************************************
 TW0466  DESIGNATION -  FILL USN 1963
 TW0466  PID         -  TW0466
 TW0466  STATE/COUNTY-  GU/
 TW0466  USGS QUAD   -  DEDEDO (1975)
 TW0466
 TW0466                         *CURRENT SURVEY CONTROL
 TW0466  ___________________________________________________________________
 TW0466* NAD 83(1993)-  13 29 52.48057(N)    215 10 55.04081(W)     ADJUSTED  
 TW0466* GUVD63      -       113.     (meters)     371.     (feet)  SCALED    
 TW0466  ___________________________________________________________________
 TW0466  EPOCH DATE  -        1993.62
 TW0466  GEOID HEIGHT-          54.60  (meters)                     EGM96
 TW0466
 TW0466  HORZ ORDER  -  SECOND
 TW0466
 TW0466.The horizontal coordinates were established by classical geodetic methods
 TW0466.and adjusted by the National Geodetic Survey in September 1999..
 TW0466.The horizontal coordinates are valid at the epoch date displayed above.
 TW0466.The epoch date for horizontal control is a decimal equivalence
 TW0466.of Year/Month/Day.
 TW0466
 TW0466.The orthometric height was scaled from a topographic map.
 TW0466
 TW0466.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0466.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0466
 TW0466;                    North         East     Units Scale Factor Converg.
 TW0466;UTM  55      - 1,493,248.991   263,815.107   MT  1.00029010   -0 30 34.3
 TW0466
 TW0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0466!UTM  55      -   0.99997364  x   1.00029010  =   1.00026374
 TW0466
 TW0466                          SUPERSEDED SURVEY CONTROL
 TW0466
 TW0466  GU 63       -  13 29 47.33749(N)    215 11 03.76032(W) AD(       ) 2
 TW0466
 TW0466.Superseded values are not recommended for survey control.
 TW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0466.See file dsdata.txt to determine how the superseded data were derived.
 TW0466
 TW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6381593249(NAD 83)
 TW0466_MARKER: DD = SURVEY DISK
 TW0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TW0466
 TW0466  HISTORY     - Date     Condition        Report By
 TW0466  HISTORY     - 1963     MONUMENTED       USN
 TW0466
 TW0466                          STATION DESCRIPTION
 TW0466
 TW0466'DESCRIBED BY US NAVY 1963 (NES)
 TW0466'THE STATION IS 4-3/4 MILES NORTHEAST OF AGANA, 0.2 MILE WEST OF
 TW0466'HIGHWAY 16, ON THE NORTHWEST SIDE OF A FILL AT THE NORTHEAST
 TW0466'END OF THE NAVAL AIR STATION.
 TW0466'
 TW0466'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAL AIR
 TW0466'STATION, GO NORTH ON A PAVED ROAD FOR 0.2 MILE TO T INTERSECTION.
 TW0466'TURN RIGHT AND GO EAST ON SUNSET BLVD. FOR 1.8 MILE TO A POINT
 TW0466'WHERE THE MAIN ROAD BEARS RIGHT.  TURN RIGHT, THEN LEFT AND
 TW0466'CONTINUE EAST FOR 0.2 MILE TO A POINT WHERE THE MAIN ROAD BEARS
 TW0466'SHARP LEFT AND A GRAVEL ROAD STRAIGHT AHEAD.  BEAR RIGHT AND
 TW0466'CONTINUE EAST ON THE GRAVEL ROAD FOR 0.1 MILE.  TURN LEFT, NORTH,
 TW0466'FOR 0.1 MILE TO THE TOP OF A FILL.  TURN RIGHT AND GO EAST ALONG
 TW0466'THE TOP OF THE FILL FOR 1.0 MILE TO THE STATION ON THE NORTH EDGE
 TW0466'OF THE FILL.
 TW0466'
 TW0466'THE STATION MARK IS A 2-1/2 INCH BRONZE DISK STAMPED---FILL---, SET
 TW0466'IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 TW0466'92.5 FEET SOUTH OF A LONE COCONUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0472 ***********************************************************************
 TW0472  DESIGNATION -  FOFOS
 TW0472  PID         -  TW0472
 TW0472  STATE/COUNTY-  GU/GUAM
 TW0472  USGS QUAD   -  INARAJAN (1968)
 TW0472
 TW0472                         *CURRENT SURVEY CONTROL
 TW0472  ___________________________________________________________________
 TW0472* NAD 83(1993)-  13 14 36.24637(N)    215 17 29.13170(W)     ADJUSTED  
 TW0472* GUVD63      -         5.     (meters)      16.     (feet)  SCALED    
 TW0472  ___________________________________________________________________
 TW0472  EPOCH DATE  -        1993.62
 TW0472  GEOID HEIGHT-          52.99  (meters)                     EGM96
 TW0472
 TW0472  HORZ ORDER  -  SECOND
 TW0472
 TW0472.The horizontal coordinates were established by classical geodetic methods
 TW0472.and adjusted by the National Geodetic Survey in September 1999..
 TW0472.The horizontal coordinates are valid at the epoch date displayed above.
 TW0472.The epoch date for horizontal control is a decimal equivalence
 TW0472.of Year/Month/Day.
 TW0472
 TW0472.The orthometric height was scaled from a topographic map.
 TW0472
 TW0472.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0472.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0472
 TW0472;                    North         East     Units Scale Factor Converg.
 TW0472;UTM  55      - 1,465,190.760   251,699.439   MT  1.00036275   -0 31 30.8
 TW0472
 TW0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0472!UTM  55      -   0.99999088  x   1.00036275  =   1.00035363
 TW0472
 TW0472                          SUPERSEDED SURVEY CONTROL
 TW0472
 TW0472  GU 63       -  13 14 31.04438(N)    215 17 37.84690(W) AD(       ) 2
 TW0472
 TW0472.Superseded values are not recommended for survey control.
 TW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0472.See file dsdata.txt to determine how the superseded data were derived.
 TW0472
 TW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5169965191(NAD 83)
 TW0472_MARKER: DD = SURVEY DISK
 TW0472_SETTING: 0 = UNSPECIFIED SETTING
 TW0472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0472
 TW0472  HISTORY     - Date     Condition        Report By
 TW0472  HISTORY     - 1963     MONUMENTED       CGS
 TW0472  HISTORY     - UNK      SEE DESCRIPTION
 TW0472
 TW0472                          STATION DESCRIPTION
 TW0472
 TW0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0472'STATION IS A GUAM GEODETIC TRIANGULATION NET STATION MARK DISK STAMPED
 TW0472'FADIAN 1963 SET IN AN IRREGULAR MASS OF CONCRETE THAT PROJECTS 4
 TW0472'INCHES. IT IS 33 FEET NORTHEAST OF A CUTBANK, 21 FEET NORTHWEST OF THE
 TW0472'EDGE OF A CUTBANK AND 3 FEET NORTHEAST OF EDGE OF A CUTBANK.
 TW0472
 TW0472                          STATION RECOVERY (UNK )
 TW0472
 TW0472'RECOVERED UNK
 TW0472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0474 ***********************************************************************
 TW0474  DESIGNATION -  FOFOS USN 1963
 TW0474  PID         -  TW0474
 TW0474  STATE/COUNTY-  GU/
 TW0474  USGS QUAD   -  INARAJAN (1968)
 TW0474
 TW0474                         *CURRENT SURVEY CONTROL
 TW0474  ___________________________________________________________________
 TW0474* NAD 83(1993)-  13 14 36.24630(N)    215 17 29.12397(W)     ADJUSTED  
 TW0474* GUVD63      -         5.     (meters)      16.     (feet)  SCALED    
 TW0474  ___________________________________________________________________
 TW0474  EPOCH DATE  -        1993.62
 TW0474  GEOID HEIGHT-          52.99  (meters)                     EGM96
 TW0474
 TW0474  HORZ ORDER  -  FIRST
 TW0474
 TW0474.The horizontal coordinates were established by classical geodetic methods
 TW0474.and adjusted by the National Geodetic Survey in September 1999..
 TW0474.The horizontal coordinates are valid at the epoch date displayed above.
 TW0474.The epoch date for horizontal control is a decimal equivalence
 TW0474.of Year/Month/Day.
 TW0474
 TW0474.The orthometric height was scaled from a topographic map.
 TW0474
 TW0474.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0474.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0474
 TW0474;                    North         East     Units Scale Factor Converg.
 TW0474;UTM  55      - 1,465,190.755   251,699.671   MT  1.00036274   -0 31 30.8
 TW0474
 TW0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0474!UTM  55      -   0.99999088  x   1.00036274  =   1.00035362
 TW0474
 TW0474                          SUPERSEDED SURVEY CONTROL
 TW0474
 TW0474  GU 63       -  13 14 31.04432(N)    215 17 37.83916(W) AD(       ) 1
 TW0474
 TW0474.Superseded values are not recommended for survey control.
 TW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0474.See file dsdata.txt to determine how the superseded data were derived.
 TW0474
 TW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5170065191(NAD 83)
 TW0474_MARKER: DD = SURVEY DISK
 TW0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0474
 TW0474  HISTORY     - Date     Condition        Report By
 TW0474  HISTORY     - 1963     MONUMENTED       USN
 TW0474
 TW0474                          STATION DESCRIPTION
 TW0474
 TW0474'DESCRIBED BY US NAVY 1963 (NES)
 TW0474'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF INARAJAN, 2-3/4 MILES
 TW0474'EAST SOUTHEAST OF MERIZO, 1/4 MILE SOUTH OF THE SOUTH TIP OF GUAM AND
 TW0474'ON A SMALL ISLAND LOCALLY KNOWN AS FOFOS.
 TW0474'
 TW0474'TO REACH THE STATION FROM THE POST OFICE IN MERIZO, GO EAST ON ROUTE 4
 TW0474'FOR 3.25 MILES TO A WOODEN BRIDGE ACROSS THE LIYOG RIVER, CONTINUE
 TW0474'EAST FOR 50 FEET TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 50 YARDS TO
 TW0474'THE END OF TRUCK TRAVEL.  FROM HERE WADE OUT ACROSS THE CHANNEL AT
 TW0474'LOW TIDE FOR APPROXIMATELY 1/4 MILE TO THE ISLAND AND THE STATION ON
 TW0474'THE SOUTH END.
 TW0474'
 TW0474'THE STATION MARK IS A U.S. NAVY BRONZE DISK, UNSTAMPED, SET IN THE TOP
 TW0474'OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 TW0474'59 FEET NORTH OF THE SOUTH EDGE OF THE ISLAND.
 TW0474'
 TW0474'REFERENCE MARK NO 1 IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0474'STATION MARK DISK, STAMPED---FOFOS 1963---, SET IN AN IRREGULAR MASS
 TW0474'OF CONCRETE THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET
 TW0474'NORTH OF THE SOUTH EDGE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0515 ***********************************************************************
 TW0515  DESIGNATION -  FRIARY GG
 TW0515  PID         -  TW0515
 TW0515  STATE/COUNTY-  GU/
 TW0515  USGS QUAD   -  AGANA (1968)
 TW0515
 TW0515                         *CURRENT SURVEY CONTROL
 TW0515  ___________________________________________________________________
 TW0515* NAD 83(1993)-  13 28 02.16837(N)    215 14 53.45455(W)     ADJUSTED  
 TW0515* GUVD63      -        58.     (meters)     190.     (feet)  SCALED    
 TW0515  ___________________________________________________________________
 TW0515  EPOCH DATE  -        1993.62
 TW0515  GEOID HEIGHT-          54.63  (meters)                     EGM96
 TW0515
 TW0515  HORZ ORDER  -  SECOND
 TW0515
 TW0515.The horizontal coordinates were established by classical geodetic methods
 TW0515.and adjusted by the National Geodetic Survey in September 1999..
 TW0515.The horizontal coordinates are valid at the epoch date displayed above.
 TW0515.The epoch date for horizontal control is a decimal equivalence
 TW0515.of Year/Month/Day.
 TW0515
 TW0515.The orthometric height was scaled from a topographic map.
 TW0515
 TW0515.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0515.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0515
 TW0515;                    North         East     Units Scale Factor Converg.
 TW0515;UTM  55      - 1,489,922.657   256,612.205   MT  1.00033284   -0 31 25.8
 TW0515
 TW0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0515!UTM  55      -   0.99998229  x   1.00033284  =   1.00031512
 TW0515
 TW0515                          SUPERSEDED SURVEY CONTROL
 TW0515
 TW0515  GU 63       -  13 27 57.01937(N)    215 15 02.16981(W) AD(       ) 2
 TW0515
 TW0515.Superseded values are not recommended for survey control.
 TW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0515.See file dsdata.txt to determine how the superseded data were derived.
 TW0515
 TW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5661289923(NAD 83)
 TW0515_MARKER: DD = SURVEY DISK
 TW0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0515_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0515
 TW0515  HISTORY     - Date     Condition        Report By
 TW0515  HISTORY     - 1963     MONUMENTED       CGS
 TW0515
 TW0515                          STATION DESCRIPTION
 TW0515
 TW0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0515'THE STATION IS 1/4 MILE SOUTH OF AGANA, 1/4 MILE NORTHWEST OF
 TW0515'SINAJANA, ON A ROCKY, GRASSY RISE ON THE WEST SIDE OF SENATOR
 TW0515'GIBSON HIGHWAY AND AT THE SOUTH END OF THE YARD OF A CATHOLIC
 TW0515'MONASTERY.
 TW0515'
 TW0515'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 4, IN
 TW0515'AGANA, GO SOUTH ON HIGHWAY 4 FOR 0.3 MILE TO A CROSSROAD.  TURN
 TW0515'RIGHT AND GO WEST ON OBRIEN DRIVE FOR 0.1 MILE TO A T ROAD LEFT.
 TW0515'TURN LEFT, SOUTH ON SENATOR GIBSON HIGHWAY FOR 0.1 MILE TO A
 TW0515'FORK.  BEAR LEFT, UPGRADE FOR 0.25 MILE TO A CROSSROAD AT THE TOP
 TW0515'OF RIDGE AND THE STATION IN THE WEST ANGLE.
 TW0515'
 TW0515'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0515'DISK STAMPED---FRIARY 1963---, SET IN CONCRETE AND ENCLOSED IN A
 TW0515'CAST IRON HOUSING FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 TW0515'106 FEET WEST OF THE INTERSECTION OF GIBSON HIGHWAY AND MACAJNA
 TW0515'ROAD, 73 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD, 51.5 FEET
 TW0515'NORTHWEST OF THE CENTER OF MACAJNA ROAD AND 48 FEET NORTHEAST OF
 TW0515'THE POWER POLE WITH A STREET LAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0378 ***********************************************************************
 TW0378  DESIGNATION -  FUA
 TW0378  PID         -  TW0378
 TW0378  STATE/COUNTY-  GU/GUAM
 TW0378  USGS QUAD   -  AGAT (1975)
 TW0378
 TW0378                         *CURRENT SURVEY CONTROL
 TW0378  ___________________________________________________________________
 TW0378* NAD 83(1993)-  13 18 30.43847(N)    215 19 33.04392(W)     ADJUSTED  
 TW0378* GUVD63      -       128.596  (meters)     421.90   (feet)  ADJ UNCH  
 TW0378  ___________________________________________________________________
 TW0378  EPOCH DATE  -        1993.62
 TW0378  GEOID HEIGHT-          53.77  (meters)                     EGM96
 TW0378
 TW0378  HORZ ORDER  -  SECOND
 TW0378  VERT ORDER  -  FIRST     CLASS II
 TW0378
 TW0378.The horizontal coordinates were established by classical geodetic methods
 TW0378.and adjusted by the National Geodetic Survey in September 1999..
 TW0378.The horizontal coordinates are valid at the epoch date displayed above.
 TW0378.The epoch date for horizontal control is a decimal equivalence
 TW0378.of Year/Month/Day.
 TW0378
 TW0378.The orthometric height was key entered from printed documents
 TW0378.and not key verified.
 TW0378
 TW0378.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0378.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0378
 TW0378;                    North         East     Units Scale Factor Converg.
 TW0378;UTM  55      - 1,472,424.725   248,034.973   MT  1.00038542   -0 32 08.4
 TW0378
 TW0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0378!UTM  55      -   0.99997132  x   1.00038542  =   1.00035673
 TW0378
 TW0378                          SUPERSEDED SURVEY CONTROL
 TW0378
 TW0378  GU 63       -  13 18 25.25173(N)    215 19 41.75698(W) AD(       ) 2
 TW0378
 TW0378.Superseded values are not recommended for survey control.
 TW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0378.See file dsdata.txt to determine how the superseded data were derived.
 TW0378
 TW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4803572425(NAD 83)
 TW0378_MARKER: DS = TRIANGULATION STATION DISK
 TW0378_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0378_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0378_STAMPING: FUA 1963
 TW0378_MARK LOGO: GU    
 TW0378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0378
 TW0378  HISTORY     - Date     Condition        Report By
 TW0378  HISTORY     - 1963     MONUMENTED       CGS
 TW0378
 TW0378                          STATION DESCRIPTION
 TW0378
 TW0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0378'THE STATION IS LOCATED 5-1/4 MILES SOUTH SOUTHEAST OF AGAT, 1 MILE
 TW0378'NORTHEAST OF UMATAC, ON THE ROAD WAY OF ROUTE 2, WHERE IT PASSES
 TW0378'THROUGH A RED CUT BANK, ON THE HIGHEST POINT BEFORE GOING DOWN
 TW0378'INTO THE LA SA FUA RIVER CANYON.
 TW0378'
 TW0378'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE NORTH EDGE
 TW0378'OF AGAT, GO SOUTHERLY ON ROUTE 2 FOR 2.4 MILES TO A CHURCH ON THE
 TW0378'RIGHT, CONTINUE FOR 4.3 MILES TO TOP OF GRADE AND THE STATION.
 TW0378'
 TW0378'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0378'STAMPED---FUA 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING WITH
 TW0378'CAP AND FLUSH WITH THE ROAD SURFACE.  IT IS 45 FEET SOUTHWEST OF A
 TW0378'2 INCH IRON POST, 42 FEET SOUTHEAST OF A 6 INCH TRIANGLE BLAZED
 TW0378'IRON WOOD TREE, 10 FEET WEST OF THE CENTER OF ROUTE 2 AND 2 FEET
 TW0378'EAST OF THE WEST EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0105 ***********************************************************************
 TW0105  DESIGNATION -  G 1
 TW0105  PID         -  TW0105
 TW0105  STATE/COUNTY-  GU/GUAM
 TW0105  USGS QUAD   -  AGANA (1968)
 TW0105
 TW0105                         *CURRENT SURVEY CONTROL
 TW0105  ___________________________________________________________________
 TW0105* NAD 83(1986)-  13 25 23.     (N)    215 13 05.     (W)     SCALED    
 TW0105* GUVD63      -         2.548  (meters)       8.36   (feet)  ADJ UNCH  
 TW0105  ___________________________________________________________________
 TW0105  GEOID HEIGHT-          54.30  (meters)                     EGM96
 TW0105
 TW0105  VERT ORDER  -  FIRST     CLASS II
 TW0105
 TW0105.The horizontal coordinates were scaled from a topographic map and have
 TW0105.an estimated accuracy of +/- 6 seconds.
 TW0105
 TW0105.The orthometric height was key entered from printed documents
 TW0105.and not key verified.
 TW0105
 TW0105.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0105.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0105
 TW0105                          SUPERSEDED SURVEY CONTROL
 TW0105
 TW0105.No superseded survey control is available for this station.
 TW0105
 TW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ598850(NAD 83)
 TW0105_MARKER: DD = SURVEY DISK
 TW0105_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TW0105_SP_SET: HEADWALL OF BRIDGE
 TW0105_STAMPING: G 1
 TW0105_MARK LOGO: GUGS  
 TW0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TW0105
 TW0105  HISTORY     - Date     Condition        Report By
 TW0105  HISTORY     - 1963     MONUMENTED       GUGS
 TW0105  HISTORY     - 1963     GOOD             GUGS
 TW0105
 TW0105                          STATION DESCRIPTION
 TW0105
 TW0105'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0105'NO DESCRIPTION SUMBMITTED.
 TW0105
 TW0105                          STATION RECOVERY (1963)
 TW0105
 TW0105'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0105'FROM YONA GO NORTH ON HIGHWAY 4 FOR 1.5 MILE, 10 FEET SOUTH OF THE END
 TW0105'OF A GUARD RAIL, 1 FOOT EAST OF THE BRIDGE RAILING.
 TW0105' 
 TW0105'A STANDARD GOV GUAM NET DISK SET IN A DRILL HOLE IN THE NORTHEAST
 TW0105'HEADWALL OF A BRIDGE ON THE EAST SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0132 ***********************************************************************
 TW0132  DESIGNATION -  G 2
 TW0132  PID         -  TW0132
 TW0132  STATE/COUNTY-  GU/GUAM
 TW0132  USGS QUAD   -  AGAT (1975)
 TW0132
 TW0132                         *CURRENT SURVEY CONTROL
 TW0132  ___________________________________________________________________
 TW0132* NAD 83(1986)-  13 22 23.     (N)    215 20 51.     (W)     SCALED    
 TW0132* GUVD63      -         2.502  (meters)       8.21   (feet)  ADJ UNCH  
 TW0132  ___________________________________________________________________
 TW0132  GEOID HEIGHT-          54.30  (meters)                     EGM96
 TW0132
 TW0132  VERT ORDER  -  FIRST     CLASS II
 TW0132
 TW0132.The horizontal coordinates were scaled from a topographic map and have
 TW0132.an estimated accuracy of +/- 6 seconds.
 TW0132
 TW0132.The orthometric height was key entered from printed documents
 TW0132.and not key verified.
 TW0132
 TW0132.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0132.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0132
 TW0132                          SUPERSEDED SURVEY CONTROL
 TW0132
 TW0132.No superseded survey control is available for this station.
 TW0132
 TW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ457795(NAD 83)
 TW0132_MARKER: DD = SURVEY DISK
 TW0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0132_SP_SET: CULVERT HEADWALL
 TW0132_STAMPING: G 2 1963
 TW0132_MARK LOGO: GUGS  
 TW0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0132+STABILITY: SURFACE MOTION
 TW0132
 TW0132  HISTORY     - Date     Condition        Report By
 TW0132  HISTORY     - 1963     MONUMENTED       GUGS
 TW0132  HISTORY     - 1963     GOOD             GUGS
 TW0132
 TW0132                          STATION DESCRIPTION
 TW0132
 TW0132'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0132'NO DESCRIPTION SUMBMITTED.
 TW0132
 TW0132                          STATION RECOVERY (1963)
 TW0132
 TW0132'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0132'1.15 MILES SOUTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN AGAT, 20 FEET
 TW0132'WEST OF THE CENTER OF THE HIGHWAY, 15 FEET SOUTH OF THE NORTH END OF
 TW0132'THE HEADWALL OF A CONCRETE CULVERT AND 14 FEET NORTHEAST OF A 2-INCH
 TW0132'IRON PIPE WHICH PROJECTS 2 FEET.
 TW0132' 
 TW0132'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0132'HEADWALL OF A CONCRETE CULVERT ALONG THE WEST SIDE OF HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0379 ***********************************************************************
 TW0379  DESIGNATION -  GAYINERO
 TW0379  PID         -  TW0379
 TW0379  STATE/COUNTY-  GU/GUAM
 TW0379  USGS QUAD   -  DEDEDO (1975)
 TW0379
 TW0379                         *CURRENT SURVEY CONTROL
 TW0379  ___________________________________________________________________
 TW0379* NAD 83(1993)-  13 31 28.71659(N)    215 06 14.45555(W)     ADJUSTED  
 TW0379* GUVD04      -       166.784  (meters)     547.19   (feet)  ADJUSTED  
 TW0379  ___________________________________________________________________
 TW0379  EPOCH DATE  -        1993.62
 TW0379  GEOID HEIGHT-          54.44  (meters)                     EGM96
 TW0379
 TW0379  HORZ ORDER  -  SECOND
 TW0379  VERT ORDER  -  FIRST     CLASS II
 TW0379
 TW0379.The horizontal coordinates were established by classical geodetic methods
 TW0379.and adjusted by the National Geodetic Survey in September 1999..
 TW0379.The horizontal coordinates are valid at the epoch date displayed above.
 TW0379.The epoch date for horizontal control is a decimal equivalence
 TW0379.of Year/Month/Day.
 TW0379
 TW0379.The orthometric height was determined by differential leveling
 TW0379.and adjusted by the National Geodetic Survey in May 2005..
 TW0379.No vertical observational check was made to the station.
 TW0379
 TW0379.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0379.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0379
 TW0379;                    North         East     Units Scale Factor Converg.
 TW0379;UTM  55      - 1,496,133.397   272,280.585   MT  1.00024151   -0 29 32.2
 TW0379
 TW0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0379!UTM  55      -   0.99996521  x   1.00024151  =   1.00020671
 TW0379
 TW0379                          SUPERSEDED SURVEY CONTROL
 TW0379
 TW0379  GU 63       -  13 31 23.58016(N)    215 06 23.17753(W) AD(       ) 2
 TW0379
 TW0379.Superseded values are not recommended for survey control.
 TW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0379.See file dsdata.txt to determine how the superseded data were derived.
 TW0379
 TW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7228196133(NAD 83)
 TW0379_MARKER: DS = TRIANGULATION STATION DISK
 TW0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0379_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0379_STAMPING: GAYINERO 1963
 TW0379_MARK LOGO: GU    
 TW0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0379+STABILITY: SURFACE MOTION
 TW0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0379+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0379
 TW0379  HISTORY     - Date     Condition        Report By
 TW0379  HISTORY     - 1963     MONUMENTED       CGS
 TW0379  HISTORY     - 20040517 GOOD             GUAMLM
 TW0379
 TW0379                          STATION DESCRIPTION
 TW0379
 TW0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0379'THE STATION IS LOCATED 2 MILES SOUTHWEST OF THE ANDERSEN AIR FORCE
 TW0379'BASE, 1 MILE SOUTH SOUTHWEST OF YIGO AND ON THE ROAD RIGHT OF WAY.
 TW0379'
 TW0379'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TW0379'ROUTE 4 AND OBRIEN DRIVE IN AGANA, GO SOUTHERLY ON ROUTE 4 FOR
 TW0379'4.1 MILE TO THE JUNCTION OF ROUTE 10, TURN LEFT ON ROUTE 10 AND GO
 TW0379'2.15 MILES TO THE JUNCTION OF ROUTE 15, TURN RIGHT AND GO EASTERLY
 TW0379'ON ROUTE 15 FOR 9.2 MILES TO TOP OF A SMALL GRADE, AT A CURVE IN
 TW0379'THE ROAD, WHERE THE POWER LINE CROSSES AND THE STATION ON THE LEFT.
 TW0379'
 TW0379'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0379'STAMPED---GAYINERO 1963---, SET IN CONCRETE IN A 8 INCH IRON
 TW0379'HOUSING WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 TW0379'106 FEET NORTH NORTHEAST OF A POWER POLE, 87 FEET WEST SOUTHWEST OF A
 TW0379'POWER LINE POLE AND 35 FEET NORTH NORTHWEST OF THE CENTER OF ROUTE 15.
 TW0379
 TW0379                          STATION RECOVERY (2004)
 TW0379
 TW0379'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0379'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0379'OF YIGO.
 TW0379' 
 TW0379'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 TW0379'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 3.9 MILE, STATION IS ON THE
 TW0379'LEFT SIDE OF ROUTE 15.
 TW0379' 
 TW0379'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.50M WEST FROM
 TW0379'CENTERLINE OF ROUTE 15, 8.00M WEST FROM EDGE OF ROUTE 15.
 TW0379' 
 TW0379'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0379'STAMPED--GAYINERO--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0427 ***********************************************************************
 TW0427  DESIGNATION -  GEO STA 10237
 TW0427  PID         -  TW0427
 TW0427  STATE/COUNTY-  GU/GUAM
 TW0427  USGS QUAD   -  
 TW0427
 TW0427                         *CURRENT SURVEY CONTROL
 TW0427  ___________________________________________________________________
 TW0427* NAD 83(1993)-  13 36 52.96214(N)    215 08 44.04584(W)     ADJUSTED  
 TW0427* GUVD63      -       142.5    (meters)     468.     (feet)  VERT ANG  
 TW0427  ___________________________________________________________________
 TW0427  EPOCH DATE  -        1993.62
 TW0427  GEOID HEIGHT-          54.98  (meters)                     EGM96
 TW0427
 TW0427  HORZ ORDER  -  SECOND
 TW0427
 TW0427.The horizontal coordinates were established by classical geodetic methods
 TW0427.and adjusted by the National Geodetic Survey in September 1999..
 TW0427.The horizontal coordinates are valid at the epoch date displayed above.
 TW0427.The epoch date for horizontal control is a decimal equivalence
 TW0427.of Year/Month/Day.
 TW0427
 TW0427.The orthometric height was determined by vertical angle observations.
 TW0427
 TW0427.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0427.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0427
 TW0427;                    North         East     Units Scale Factor Converg.
 TW0427;UTM  55      - 1,506,139.445   267,869.029   MT  1.00026660   -0 30 19.0
 TW0427
 TW0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0427!UTM  55      -   0.99996895  x   1.00026660  =   1.00023554
 TW0427
 TW0427                          SUPERSEDED SURVEY CONTROL
 TW0427
 TW0427  GU 63       -  13 36 47.84708(N)    215 08 52.76392(W) AD(       ) 2
 TW0427
 TW0427.Superseded values are not recommended for survey control.
 TW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0427.See file dsdata.txt to determine how the superseded data were derived.
 TW0427
 TW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6786906139(NAD 83)
 TW0427_MARKER: Z = SEE DESCRIPTION
 TW0427_SETTING: 0 = UNSPECIFIED SETTING
 TW0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0427
 TW0427  HISTORY     - Date     Condition        Report By
 TW0427  HISTORY     - 1976     MONUMENTED       CGS
 TW0427  HISTORY     - UNK      SEE DESCRIPTION
 TW0427
 TW0427                          STATION DESCRIPTION
 TW0427
 TW0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1976 (NES)
 TW0427'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0427
 TW0427                          STATION RECOVERY (UNK )
 TW0427
 TW0427'RECOVERED UNK
 TW0427'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0561 ***********************************************************************
 TW0561  DESIGNATION -  GEO STA 10237 ECC 1
 TW0561  PID         -  TW0561
 TW0561  STATE/COUNTY-  GU/GUAM
 TW0561  USGS QUAD   -  
 TW0561
 TW0561                         *CURRENT SURVEY CONTROL
 TW0561  ___________________________________________________________________
 TW0561* NAD 83(1993)-  13 37 01.25013(N)    215 08 26.39413(W)     ADJUSTED  
 TW0561* GUVD63      -       149.4    (meters)     490.     (feet)  VERT ANG  
 TW0561  ___________________________________________________________________
 TW0561  EPOCH DATE  -        1993.62
 TW0561  GEOID HEIGHT-          54.97  (meters)                     EGM96
 TW0561
 TW0561  HORZ ORDER  -  SECOND
 TW0561
 TW0561.The horizontal coordinates were established by classical geodetic methods
 TW0561.and adjusted by the National Geodetic Survey in September 1999..
 TW0561.The horizontal coordinates are valid at the epoch date displayed above.
 TW0561.The epoch date for horizontal control is a decimal equivalence
 TW0561.of Year/Month/Day.
 TW0561
 TW0561.The orthometric height was determined by vertical angle observations.
 TW0561
 TW0561.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0561.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0561
 TW0561;                    North         East     Units Scale Factor Converg.
 TW0561;UTM  55      - 1,506,389.535   268,401.980   MT  1.00026354   -0 30 15.1
 TW0561
 TW0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0561!UTM  55      -   0.99996786  x   1.00026354  =   1.00023139
 TW0561
 TW0561                          SUPERSEDED SURVEY CONTROL
 TW0561
 TW0561  GU 63       -  13 36 56.13700(N)    215 08 35.11284(W) AD(       ) 2
 TW0561
 TW0561.Superseded values are not recommended for survey control.
 TW0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0561.See file dsdata.txt to determine how the superseded data were derived.
 TW0561
 TW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6840206390(NAD 83)
 TW0561_MARKER: Z = SEE DESCRIPTION
 TW0561_SETTING: 0 = UNSPECIFIED SETTING
 TW0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0561
 TW0561  HISTORY     - Date     Condition        Report By
 TW0561  HISTORY     - 1963     MONUMENTED       CGS
 TW0561  HISTORY     - UNK      SEE DESCRIPTION
 TW0561
 TW0561                          STATION DESCRIPTION
 TW0561
 TW0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0561'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0561
 TW0561                          STATION RECOVERY (UNK )
 TW0561
 TW0561'RECOVERED UNK
 TW0561'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3104 ***********************************************************************
 DH3104  DESIGNATION -  GGN 0001
 DH3104  PID         -  DH3104
 DH3104  STATE/COUNTY-  GU/GUAM
 DH3104  USGS QUAD   -  AGANA (1968)
 DH3104
 DH3104                         *CURRENT SURVEY CONTROL
 DH3104  ___________________________________________________________________
 DH3104* NAD 83(1993)-  13 28 49.11653(N)    215 16 11.87964(W)     ADJUSTED  
 DH3104* GUVD04      -        10.752  (meters)      35.28   (feet)  ADJUSTED  
 DH3104  ___________________________________________________________________
 DH3104  EPOCH DATE  -        2004.00
 DH3104  X           -  -5,064,879.079 (meters)                     COMP
 DH3104  Y           -   3,582,149.879 (meters)                     COMP
 DH3104  Z           -   1,477,145.697 (meters)                     COMP
 DH3104  ELLIP HEIGHT-          65.13  (meters)          (06/10/05) GPS OBS
 DH3104  GEOID HEIGHT-          54.74  (meters)                     EGM96
 DH3104
 DH3104  HORZ ORDER  -  A
 DH3104  VERT ORDER  -  FIRST     CLASS II
 DH3104  ELLP ORDER  -  THIRD     CLASS II
 DH3104
 DH3104.The horizontal coordinates were established by GPS observations
 DH3104.and adjusted by the National Geodetic Survey in June 2005..
 DH3104.The horizontal coordinates are valid at the epoch date displayed above.
 DH3104.The epoch date for horizontal control is a decimal equivalence
 DH3104.of Year/Month/Day.
 DH3104
 DH3104.The orthometric height was determined by differential leveling
 DH3104.and adjusted by the National Geodetic Survey in May 2005..
 DH3104.No vertical observational check was made to the station.
 DH3104
 DH3104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3104
 DH3104.The ellipsoidal height was determined by GPS observations
 DH3104.and is referenced to NAD 83.
 DH3104
 DH3104.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3104.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3104
 DH3104;                    North         East     Units Scale Factor Converg.
 DH3104;UTM  55      - 1,491,387.577   254,266.019   MT  1.00034704   -0 31 45.9
 DH3104
 DH3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3104!UTM  55      -   0.99998976  x   1.00034704  =   1.00033679
 DH3104
 DH3104                          SUPERSEDED SURVEY CONTROL
 DH3104
 DH3104.No superseded survey control is available for this station.
 DH3104
 DH3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5426691388(NAD 83)
 DH3104_MARKER: DD = SURVEY DISK
 DH3104_SETTING: 0 = UNSPECIFIED SETTING
 DH3104_SP_SET: CAST IRON HOUSING
 DH3104_STAMPING: 0001
 DH3104_MARK LOGO: GUAMLM
 DH3104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3104+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3104
 DH3104  HISTORY     - Date     Condition        Report By
 DH3104  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3104
 DH3104                          STATION DESCRIPTION
 DH3104
 DH3104'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3104'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3104'OF HAGATNA.
 DH3104' 
 DH3104'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3104'CORP DRIVE (ROUTE 1) AND ROUTE 6, SOUTH TURN RIGHT INTO THE RICARDO J
 DH3104'BORDALLO GOVERNOR'S COMPLEX.  FROM STATION (GGN 1884) GO EAST ALONG
 DH3104'(AC ROAD) WITHIN COMPLEX, PROCEED THROUGH GATE ON THE BACK SIDE OF
 DH3104'COMPLEX FOR 0.2 MILE.  THE STATION IS A DATUM POINT FOR THE 1993
 DH3104'NETWORK.
 DH3104' 
 DH3104'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3104'STAMPED--0001--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2969 ***********************************************************************
 DH2969  DESIGNATION -  GGN 0012
 DH2969  PID         -  DH2969
 DH2969  STATE/COUNTY-  GU/GUAM
 DH2969  USGS QUAD   -  DEDEDO (1975)
 DH2969
 DH2969                         *CURRENT SURVEY CONTROL
 DH2969  ___________________________________________________________________
 DH2969* NAD 83(1993)-  13 29 59.36090(N)    215 07 22.32758(W)     ADJUSTED  
 DH2969* GUVD04      -       155.489  (meters)     510.13   (feet)  ADJUSTED  
 DH2969  ___________________________________________________________________
 DH2969  EPOCH DATE  -        2004.00
 DH2969  X           -  -5,073,761.806 (meters)                     COMP
 DH2969  Y           -   3,568,925.784 (meters)                     COMP
 DH2969  Z           -   1,479,278.575 (meters)                     COMP
 DH2969  ELLIP HEIGHT-         209.38  (meters)          (06/10/05) GPS OBS
 DH2969  GEOID HEIGHT-          54.38  (meters)                     EGM96
 DH2969
 DH2969  HORZ ORDER  -  A
 DH2969  VERT ORDER  -  FIRST     CLASS II
 DH2969  ELLP ORDER  -  THIRD     CLASS II
 DH2969
 DH2969.The horizontal coordinates were established by GPS observations
 DH2969.and adjusted by the National Geodetic Survey in June 2005..
 DH2969.The horizontal coordinates are valid at the epoch date displayed above.
 DH2969.The epoch date for horizontal control is a decimal equivalence
 DH2969.of Year/Month/Day.
 DH2969
 DH2969.The orthometric height was determined by differential leveling
 DH2969.and adjusted by the National Geodetic Survey in May 2005..
 DH2969.No vertical observational check was made to the station.
 DH2969
 DH2969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2969
 DH2969.The ellipsoidal height was determined by GPS observations
 DH2969.and is referenced to NAD 83.
 DH2969
 DH2969.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2969.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2969
 DH2969;                    North         East     Units Scale Factor Converg.
 DH2969;UTM  55      - 1,493,404.351   270,215.448   MT  1.00025320   -0 29 44.8
 DH2969
 DH2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2969!UTM  55      -   0.99996707  x   1.00025320  =   1.00022027
 DH2969
 DH2969                          SUPERSEDED SURVEY CONTROL
 DH2969
 DH2969.No superseded survey control is available for this station.
 DH2969
 DH2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7021593404(NAD 83)
 DH2969_MARKER: DD = SURVEY DISK
 DH2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2969_STAMPING: 0012
 DH2969_MARK LOGO: GUAMLM
 DH2969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2969+STABILITY: SURFACE MOTION
 DH2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2969+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH2969
 DH2969  HISTORY     - Date     Condition        Report By
 DH2969  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH2969
 DH2969                          STATION DESCRIPTION
 DH2969
 DH2969'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2969'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2969'OF MANGILAO.
 DH2969' 
 DH2969'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH2969'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 1.8 MILE, STATION IS ON THE
 DH2969'RIGHT SIDE OF ROUTE 15.
 DH2969' 
 DH2969'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.80M EAST FROM
 DH2969'THE CENTERLINE OF ROUTE 15, 12.80M NORTHEAST FROM GGTN 15.23 AND 7.80
 DH2969'SOUTHWEST FROM A DIRT TRACK ROAD.
 DH2969' 
 DH2969'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2969'STAMPED--0012--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2971 ***********************************************************************
 DH2971  DESIGNATION -  GGN 0136
 DH2971  PID         -  DH2971
 DH2971  STATE/COUNTY-  GU/GUAM
 DH2971  USGS QUAD   -  DEDEDO (1975)
 DH2971
 DH2971                         *CURRENT SURVEY CONTROL
 DH2971  ___________________________________________________________________
 DH2971* NAD 83(1986)-  13 32 08.     (N)    215 06 43.     (W)     SCALED    
 DH2971* GUVD04      -       129.478  (meters)     424.80   (feet)  ADJUSTED  
 DH2971  ___________________________________________________________________
 DH2971  GEOID HEIGHT-          54.53  (meters)                     EGM96
 DH2971
 DH2971  VERT ORDER  -  FIRST     CLASS II
 DH2971
 DH2971.The horizontal coordinates were scaled from a topographic map and have
 DH2971.an estimated accuracy of +/- 6 seconds.
 DH2971
 DH2971.The orthometric height was determined by differential leveling
 DH2971.and adjusted by the National Geodetic Survey in May 2005..
 DH2971.No vertical observational check was made to the station.
 DH2971
 DH2971.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2971.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2971
 DH2971                          SUPERSEDED SURVEY CONTROL
 DH2971
 DH2971.No superseded survey control is available for this station.
 DH2971
 DH2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ714973(NAD 83)
 DH2971_MARKER: DD = SURVEY DISK
 DH2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2971_STAMPING: 0136
 DH2971_MARK LOGO: GUAMLM
 DH2971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2971+STABILITY: SURFACE MOTION
 DH2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2971+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2971
 DH2971  HISTORY     - Date     Condition        Report By
 DH2971  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2971
 DH2971                          STATION DESCRIPTION
 DH2971
 DH2971'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2971'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2971'OF YIGO.
 DH2971' 
 DH2971'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2971'CORP DRIVE (ROUTE 1) AND JUAN JACINTO ROAD (ENTRANCE TO SIMON SANCHEZ
 DH2971'HIGH SCHOOL, YIGO), GO NORTH ON ROUTE 1 FOR 0.9 MILE, THE STATION IS
 DH2971'ON THE RIGHT SIDE OF ROUTE 1.  THE STATION IS ON THE SOUTHEAST CORNER
 DH2971'OF JUNCTIONS ROUTE 1 AND ROUTE 29.
 DH2971' 
 DH2971'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.10M SOUTHWEST
 DH2971'FROM A CONCRETE POWER POLE (13-102, 14.60M NORTHEAST FROM THE
 DH2971'SOUTHEAST CORNER OF A STEEL POST CHAIN LINK FENCE AND 2.20M SOUTH FROM
 DH2971'THE SOUTHEAST CORNER OF A STORM DRAINAGE GRILL COVER (.60M X 1.20M).
 DH2971' 
 DH2971'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2971'STAMPED--0136--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3085 ***********************************************************************
 DH3085  DESIGNATION -  GGN 0149
 DH3085  PID         -  DH3085
 DH3085  STATE/COUNTY-  GU/GUAM
 DH3085  USGS QUAD   -  
 DH3085
 DH3085                         *CURRENT SURVEY CONTROL
 DH3085  ___________________________________________________________________
 DH3085* NAD 83(1986)-  13 35 05.     (N)    215 07 09.     (W)     SCALED    
 DH3085* GUVD04      -       161.490  (meters)     529.82   (feet)  ADJUSTED  
 DH3085  ___________________________________________________________________
 DH3085  GEOID HEIGHT-          54.78  (meters)                     EGM96
 DH3085
 DH3085  VERT ORDER  -  FIRST     CLASS II
 DH3085
 DH3085.The horizontal coordinates were scaled from a topographic map and have
 DH3085.an estimated accuracy of +/- 6 seconds.
 DH3085
 DH3085.The orthometric height was determined by differential leveling
 DH3085.and adjusted by the National Geodetic Survey in May 2005..
 DH3085
 DH3085.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3085.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3085
 DH3085                          SUPERSEDED SURVEY CONTROL
 DH3085
 DH3085.No superseded survey control is available for this station.
 DH3085
 DH3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR706027(NAD 83)
 DH3085_MARKER: DD = SURVEY DISK
 DH3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3085_STAMPING: 0149
 DH3085_MARK LOGO: GUAMLM
 DH3085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3085+STABILITY: SURFACE MOTION
 DH3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3085+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3085
 DH3085  HISTORY     - Date     Condition        Report By
 DH3085  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH3085
 DH3085                          STATION DESCRIPTION
 DH3085
 DH3085'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3085'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3085'OF YIGO.
 DH3085' 
 DH3085'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 DH3085'AND ROUTE 9, GO NORTHWEST FOR 1.9 MILES TO THE STATION ON THE LEFT
 DH3085'SIDE OF ROUTE 9.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH THE
 DH3085'SURFACE.
 DH3085' 
 DH3085'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.90M SOUTHWEST
 DH3085'CENTERLINE OF ROUTE 9, 6.90 NORTH OF A FIRE HYDRANT AND 10.80M WEST OF
 DH3085'CENTERLINE OF A ASPHALT ROAD.
 DH3085' 
 DH3085'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3085'STAMPED--0149--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2972 ***********************************************************************
 DH2972  DESIGNATION -  GGN 0182
 DH2972  PID         -  DH2972
 DH2972  STATE/COUNTY-  GU/GUAM
 DH2972  USGS QUAD   -  
 DH2972
 DH2972                         *CURRENT SURVEY CONTROL
 DH2972  ___________________________________________________________________
 DH2972* NAD 83(1986)-  13 35 17.     (N)    215 07 55.     (W)     SCALED    
 DH2972* GUVD04      -       144.192  (meters)     473.07   (feet)  ADJUSTED  
 DH2972  ___________________________________________________________________
 DH2972  GEOID HEIGHT-          54.85  (meters)                     EGM96
 DH2972
 DH2972  VERT ORDER  -  FIRST     CLASS II
 DH2972
 DH2972.The horizontal coordinates were scaled from a topographic map and have
 DH2972.an estimated accuracy of +/- 6 seconds.
 DH2972
 DH2972.The orthometric height was determined by differential leveling
 DH2972.and adjusted by the National Geodetic Survey in May 2005..
 DH2972
 DH2972.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2972.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2972
 DH2972                          SUPERSEDED SURVEY CONTROL
 DH2972
 DH2972.No superseded survey control is available for this station.
 DH2972
 DH2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR693031(NAD 83)
 DH2972_MARKER: DD = SURVEY DISK
 DH2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2972_STAMPING: 0182
 DH2972_MARK LOGO: GUAMLM
 DH2972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2972+STABILITY: SURFACE MOTION
 DH2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2972+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH2972
 DH2972  HISTORY     - Date     Condition        Report By
 DH2972  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH2972
 DH2972                          STATION DESCRIPTION
 DH2972
 DH2972'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2972'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2972'OF DEDEDO.
 DH2972' 
 DH2972'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 DH2972'AND ROUTE 9, GO NORTHWEST FOR 2.8 MILES TO THE STATION ON THE RIGHT
 DH2972'SIDE OF ROUTE 9.  THE STATION IS NORTH OF CHALAN VICTORIAN ENGLES.
 DH2972' 
 DH2972'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.20M NORTHEAST
 DH2972'OF CENTERLINE OF ROUTE 9, 16.30M SOUTHEAST OF A WARNING SIGN THAT
 DH2972'READS (BURIED PETROLEUM PIPELINE SQUADRON ANDERSEN AFB).
 DH2972' 
 DH2972'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2972'STAMPED--0182--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2973 ***********************************************************************
 DH2973  DESIGNATION -  GGN 0261
 DH2973  PID         -  DH2973
 DH2973  STATE/COUNTY-  GU/GUAM
 DH2973  USGS QUAD   -  
 DH2973
 DH2973                         *CURRENT SURVEY CONTROL
 DH2973  ___________________________________________________________________
 DH2973* NAD 83(1986)-  13 32 38.     (N)    215 06 30.     (W)     SCALED    
 DH2973* GUVD04      -       151.206  (meters)     496.08   (feet)  ADJUSTED  
 DH2973  ___________________________________________________________________
 DH2973  GEOID HEIGHT-          54.56  (meters)                     EGM96
 DH2973
 DH2973  VERT ORDER  -  FIRST     CLASS II
 DH2973
 DH2973.The horizontal coordinates were scaled from a topographic map and have
 DH2973.an estimated accuracy of +/- 6 seconds.
 DH2973
 DH2973.The orthometric height was determined by differential leveling
 DH2973.and adjusted by the National Geodetic Survey in May 2005..
 DH2973.No vertical observational check was made to the station.
 DH2973
 DH2973.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2973.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2973
 DH2973                          SUPERSEDED SURVEY CONTROL
 DH2973
 DH2973.No superseded survey control is available for this station.
 DH2973
 DH2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ718982(NAD 83)
 DH2973_MARKER: DD = SURVEY DISK
 DH2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2973_STAMPING: 0261
 DH2973_MARK LOGO: GUAMLM
 DH2973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2973+STABILITY: SURFACE MOTION
 DH2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2973+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH2973
 DH2973  HISTORY     - Date     Condition        Report By
 DH2973  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH2973
 DH2973                          STATION DESCRIPTION
 DH2973
 DH2973'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2973'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2973'OF YIGO.
 DH2973' 
 DH2973'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH2973'MARINE CORP DRIVE (ROUTE 1) AND MAIN GATE AAFB, GO SOUTH ON ROUTE 1
 DH2973'FOR 1.3 MILE TO THE STATION ON THE LEFT SIDE OF ROUTE 1.  STATION IS
 DH2973'ON THE NORTHEAST CORNER OF CHALAN SPC JOHN T SABLAN.
 DH2973' 
 DH2973'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.90M EAST OF
 DH2973'CENTERLINE OF ROUTE 1, 1.39M NORTH OF A CONCRETE POWER POLE AND
 DH2973'SOUTHWEST OF A WOODEN POWER POLE (PQ-54-1).
 DH2973' 
 DH2973'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2973'STAMPED--0261--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2974 ***********************************************************************
 DH2974  DESIGNATION -  GGN 0427
 DH2974  PID         -  DH2974
 DH2974  STATE/COUNTY-  GU/GUAM
 DH2974  USGS QUAD   -  DEDEDO (1975)
 DH2974
 DH2974                         *CURRENT SURVEY CONTROL
 DH2974  ___________________________________________________________________
 DH2974* NAD 83(1986)-  13 32 08.     (N)    215 10 18.     (W)     SCALED    
 DH2974* GUVD04      -        94.911  (meters)     311.39   (feet)  ADJUSTED  
 DH2974  ___________________________________________________________________
 DH2974  GEOID HEIGHT-          54.77  (meters)                     EGM96
 DH2974
 DH2974  VERT ORDER  -  FIRST     CLASS II
 DH2974
 DH2974.The horizontal coordinates were scaled from a topographic map and have
 DH2974.an estimated accuracy of +/- 6 seconds.
 DH2974
 DH2974.The orthometric height was determined by differential leveling
 DH2974.and adjusted by the National Geodetic Survey in May 2005..
 DH2974
 DH2974.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2974.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2974
 DH2974                          SUPERSEDED SURVEY CONTROL
 DH2974
 DH2974.No superseded survey control is available for this station.
 DH2974
 DH2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ649974(NAD 83)
 DH2974_MARKER: DD = SURVEY DISK
 DH2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2974_STAMPING: 0427
 DH2974_MARK LOGO: GUAMLM
 DH2974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2974+STABILITY: SURFACE MOTION
 DH2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2974+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH2974
 DH2974  HISTORY     - Date     Condition        Report By
 DH2974  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH2974
 DH2974                          STATION DESCRIPTION
 DH2974
 DH2974'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2974'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2974'OF DEDEDO.
 DH2974' 
 DH2974'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH2974'AND ROUTE 28, GO SOUTH ON ROUTE 3 FOR 1.7 MILES, TO THE STATION ON THE
 DH2974'RIGHT SIDE OF ROUTE 3.  THE STATION IS A CONCRETE MONUMENT PROJECTING
 DH2974'2 INCHES ABOVE THE SURFACE.
 DH2974' 
 DH2974'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 27.70M SOUTHWEST
 DH2974'OF CONCRETE POWER POLE (LC-37), 29.90M NORTHEAST OF A WOODEN POWER
 DH2974'POLE AND 24.30 WEST OF CENTERLINE OF ROUTE 3.
 DH2974' 
 DH2974'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2974'STAMPED--0427--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2975 ***********************************************************************
 DH2975  DESIGNATION -  GGN 0451
 DH2975  PID         -  DH2975
 DH2975  STATE/COUNTY-  GU/GUAM
 DH2975  USGS QUAD   -  DEDEDO (1975)
 DH2975
 DH2975                         *CURRENT SURVEY CONTROL
 DH2975  ___________________________________________________________________
 DH2975* NAD 83(1986)-  13 31 15.     (N)    215 11 09.     (W)     SCALED    
 DH2975* GUVD04      -        77.981  (meters)     255.84   (feet)  ADJUSTED  
 DH2975  ___________________________________________________________________
 DH2975  GEOID HEIGHT-          54.74  (meters)                     EGM96
 DH2975
 DH2975  VERT ORDER  -  FIRST     CLASS II
 DH2975
 DH2975.The horizontal coordinates were scaled from a topographic map and have
 DH2975.an estimated accuracy of +/- 6 seconds.
 DH2975
 DH2975.The orthometric height was determined by differential leveling
 DH2975.and adjusted by the National Geodetic Survey in May 2005..
 DH2975.No vertical observational check was made to the station.
 DH2975
 DH2975.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2975.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2975
 DH2975                          SUPERSEDED SURVEY CONTROL
 DH2975
 DH2975.No superseded survey control is available for this station.
 DH2975
 DH2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ634957(NAD 83)
 DH2975_MARKER: DD = SURVEY DISK
 DH2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2975_STAMPING: 0451
 DH2975_MARK LOGO: GUAMLM
 DH2975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2975+STABILITY: SURFACE MOTION
 DH2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2975+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2975
 DH2975  HISTORY     - Date     Condition        Report By
 DH2975  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2975
 DH2975                          STATION DESCRIPTION
 DH2975
 DH2975'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2975'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2975'OF DEDEDO.
 DH2975' 
 DH2975'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2975'CORP DRIVE (ROUTE 1) AND ROUTE 16, GO SOUTH ON ROUTE 1 FOR 0.1 MILE,
 DH2975'THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.
 DH2975' 
 DH2975'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 39.30M WEST FROM
 DH2975'A STEEL POWER POLE (PS-0), 7.44M NORTHWEST FROM A CONCRETE BOX (1.05M
 DH2975'X 1.05M) AT THE NORTHWEST CORNER AND 13.50M NORTHEAST FROM CENTERLINE
 DH2975'OF A ASPHALT ROAD.
 DH2975' 
 DH2975'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2975'STAMPED--0451--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3088 ***********************************************************************
 DH3088  DESIGNATION -  GGN 0475
 DH3088  PID         -  DH3088
 DH3088  STATE/COUNTY-  GU/GUAM
 DH3088  USGS QUAD   -  DEDEDO (1975)
 DH3088
 DH3088                         *CURRENT SURVEY CONTROL
 DH3088  ___________________________________________________________________
 DH3088* NAD 83(1986)-  13 31 36.     (N)    215 10 30.     (W)     SCALED    
 DH3088* GUVD04      -        76.662  (meters)     251.52   (feet)  ADJUSTED  
 DH3088  ___________________________________________________________________
 DH3088  GEOID HEIGHT-          54.73  (meters)                     EGM96
 DH3088
 DH3088  VERT ORDER  -  FIRST     CLASS II
 DH3088
 DH3088.The horizontal coordinates were scaled from a topographic map and have
 DH3088.an estimated accuracy of +/- 6 seconds.
 DH3088
 DH3088.The orthometric height was determined by differential leveling
 DH3088.and adjusted by the National Geodetic Survey in May 2005..
 DH3088
 DH3088.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3088.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3088
 DH3088                          SUPERSEDED SURVEY CONTROL
 DH3088
 DH3088.No superseded survey control is available for this station.
 DH3088
 DH3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ645964(NAD 83)
 DH3088_MARKER: DD = SURVEY DISK
 DH3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3088_STAMPING: 0475
 DH3088_MARK LOGO: GUAMLM
 DH3088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3088+STABILITY: SURFACE MOTION
 DH3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3088+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3088
 DH3088  HISTORY     - Date     Condition        Report By
 DH3088  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH3088
 DH3088                          STATION DESCRIPTION
 DH3088
 DH3088'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3088'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3088'OF DEDEDO.
 DH3088' 
 DH3088'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH3088'AND ROUTE 28, GO SOUTH ON ROUTE 3 FOR 2.3 MILES, TO THE STATION ON THE
 DH3088'RIGHT SIDE OF ROUTE 3.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH
 DH3088'THE SURFACE.
 DH3088' 
 DH3088'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 28.70M SOUTHWEST
 DH3088'OF A FIRE HYDRANT AND 17.80M WEST OF CENTERLINE OF ROUTE 3.
 DH3088' 
 DH3088'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK STAMPED--0475--, SET
 DH3088'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2976 ***********************************************************************
 DH2976  DESIGNATION -  GGN 0501
 DH2976  PID         -  DH2976
 DH2976  STATE/COUNTY-  GU/GUAM
 DH2976  USGS QUAD   -  DEDEDO (1975)
 DH2976
 DH2976                         *CURRENT SURVEY CONTROL
 DH2976  ___________________________________________________________________
 DH2976* NAD 83(1986)-  13 30 58.     (N)    215 06 38.     (W)     SCALED    
 DH2976* GUVD04      -       149.297  (meters)     489.82   (feet)  ADJUSTED  
 DH2976  ___________________________________________________________________
 DH2976  GEOID HEIGHT-          54.42  (meters)                     EGM96
 DH2976
 DH2976  VERT ORDER  -  FIRST     CLASS II
 DH2976
 DH2976.The horizontal coordinates were scaled from a topographic map and have
 DH2976.an estimated accuracy of +/- 6 seconds.
 DH2976
 DH2976.The orthometric height was determined by differential leveling
 DH2976.and adjusted by the National Geodetic Survey in May 2005..
 DH2976.No vertical observational check was made to the station.
 DH2976
 DH2976.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2976.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2976
 DH2976                          SUPERSEDED SURVEY CONTROL
 DH2976
 DH2976.No superseded survey control is available for this station.
 DH2976
 DH2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ715951(NAD 83)
 DH2976_MARKER: DD = SURVEY DISK
 DH2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2976_STAMPING: 0501
 DH2976_MARK LOGO: GUAMLM
 DH2976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2976+STABILITY: SURFACE MOTION
 DH2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2976+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH2976
 DH2976  HISTORY     - Date     Condition        Report By
 DH2976  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH2976
 DH2976                          STATION DESCRIPTION
 DH2976
 DH2976'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2976'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2976'OF YIGO.
 DH2976' 
 DH2976'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH2976'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 3.2 MILE, STATION IS ON THE
 DH2976'LEFT SIDE OF ROUTE 15.
 DH2976' 
 DH2976'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.20M NORTHWEST
 DH2976'FROM CENTERLINE OF ROUTE 15, 17.00M WEST FROM A WOODED POWER POLE AND
 DH2976'8.60M NORTHWEST FROM THE CENTER OF A WATER MAN HOLE (.54M DIA).
 DH2976' 
 DH2976'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2976'STAMPED--0501--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2978 ***********************************************************************
 DH2978  DESIGNATION -  GGN 0531
 DH2978  PID         -  DH2978
 DH2978  STATE/COUNTY-  GU/GUAM
 DH2978  USGS QUAD   -  PATI POINT (1975)
 DH2978
 DH2978                         *CURRENT SURVEY CONTROL
 DH2978  ___________________________________________________________________
 DH2978* NAD 83(1986)-  13 31 51.     (N)    215 05 46.     (W)     SCALED    
 DH2978* GUVD04      -       177.960  (meters)     583.86   (feet)  ADJUSTED  
 DH2978  ___________________________________________________________________
 DH2978  GEOID HEIGHT-          54.43  (meters)                     EGM96
 DH2978
 DH2978  VERT ORDER  -  FIRST     CLASS II
 DH2978
 DH2978.The horizontal coordinates were scaled from a topographic map and have
 DH2978.an estimated accuracy of +/- 6 seconds.
 DH2978
 DH2978.The orthometric height was determined by differential leveling
 DH2978.and adjusted by the National Geodetic Survey in May 2005..
 DH2978.No vertical observational check was made to the station.
 DH2978
 DH2978.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2978.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2978
 DH2978                          SUPERSEDED SURVEY CONTROL
 DH2978
 DH2978.No superseded survey control is available for this station.
 DH2978
 DH2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ731968(NAD 83)
 DH2978_MARKER: DD = SURVEY DISK
 DH2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2978_STAMPING: 0531
 DH2978_MARK LOGO: GUAMLM
 DH2978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2978+STABILITY: SURFACE MOTION
 DH2978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2978+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH2978
 DH2978  HISTORY     - Date     Condition        Report By
 DH2978  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH2978
 DH2978                          STATION DESCRIPTION
 DH2978
 DH2978'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2978'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2978'OF YIGO.
 DH2978' 
 DH2978'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH2978'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 4.6 MILE, STATION IS ON THE
 DH2978'RIGHT SIDE OF ROUTE 15.  STATION IS ON THE EAST CORNER OF EAST
 DH2978'GAYINERO ROAD.
 DH2978' 
 DH2978'MONUMENT DESCRIPTION AND MEASUREMENTS-  THE STATION IS 14.50M NORTH
 DH2978'FROM A CONCRETE POWER POLE, 8.00 NORTH FROM CENTERLINE OF EAST
 DH2978'GAYINERO ROAD AND 7.50M EAST FROM CENTERLINE ON ROUTE 15.
 DH2978' 
 DH2978'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2978'STAMPED--0531--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3087 ***********************************************************************
 DH3087  DESIGNATION -  GGN 0560
 DH3087  PID         -  DH3087
 DH3087  STATE/COUNTY-  GU/GUAM
 DH3087  USGS QUAD   -  PATI POINT (1975)
 DH3087
 DH3087                         *CURRENT SURVEY CONTROL
 DH3087  ___________________________________________________________________
 DH3087* NAD 83(1986)-  13 32 18.     (N)    215 05 28.     (W)     SCALED    
 DH3087* GUVD04      -       175.246  (meters)     574.95   (feet)  ADJUSTED  
 DH3087  ___________________________________________________________________
 DH3087  GEOID HEIGHT-          54.44  (meters)                     EGM96
 DH3087
 DH3087  VERT ORDER  -  FIRST     CLASS II
 DH3087
 DH3087.The horizontal coordinates were scaled from a topographic map and have
 DH3087.an estimated accuracy of +/- 6 seconds.
 DH3087
 DH3087.The orthometric height was determined by differential leveling
 DH3087.and adjusted by the National Geodetic Survey in May 2005..
 DH3087.No vertical observational check was made to the station.
 DH3087
 DH3087.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3087.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3087
 DH3087                          SUPERSEDED SURVEY CONTROL
 DH3087
 DH3087.No superseded survey control is available for this station.
 DH3087
 DH3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ736976(NAD 83)
 DH3087_MARKER: DD = SURVEY DISK
 DH3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3087_STAMPING: 0560
 DH3087_MARK LOGO: GUAMLM
 DH3087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3087+STABILITY: SURFACE MOTION
 DH3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3087+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3087
 DH3087  HISTORY     - Date     Condition        Report By
 DH3087  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3087
 DH3087                          STATION DESCRIPTION
 DH3087
 DH3087'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3087'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3087'OF YIGO.
 DH3087' 
 DH3087'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH3087'AND ROUTE 29, GO NORTH ON ROUTE 15 FOR .6 MILE, STATION IS ON THE
 DH3087'RIGHT SIDE OF ROUTE 15.
 DH3087' 
 DH3087'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.20M EAST
 DH3087'CENTERLINE OF ROUTE 15, 21.90M NORTH FROM A WOODEN POWER POLE (PO
 DH3087'108-4-9A) AND 19.80 NORTH FROM A TELEPHONE BOX (3-17A).
 DH3087' 
 DH3087'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3087'STAMPED--0560--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3073 ***********************************************************************
 DH3073  DESIGNATION -  GGN 0585
 DH3073  PID         -  DH3073
 DH3073  STATE/COUNTY-  GU/GUAM
 DH3073  USGS QUAD   -  PATI POINT (1975)
 DH3073
 DH3073                         *CURRENT SURVEY CONTROL
 DH3073  ___________________________________________________________________
 DH3073* NAD 83(1986)-  13 33 17.     (N)    215 05 03.     (W)     SCALED    
 DH3073* GUVD04      -       159.199  (meters)     522.31   (feet)  ADJUSTED  
 DH3073  ___________________________________________________________________
 DH3073  GEOID HEIGHT-          54.49  (meters)                     EGM96
 DH3073
 DH3073  VERT ORDER  -  FIRST     CLASS II
 DH3073
 DH3073.The horizontal coordinates were scaled from a topographic map and have
 DH3073.an estimated accuracy of +/- 6 seconds.
 DH3073
 DH3073.The orthometric height was determined by differential leveling
 DH3073.and adjusted by the National Geodetic Survey in May 2005..
 DH3073.No vertical observational check was made to the station.
 DH3073
 DH3073.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3073.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3073
 DH3073                          SUPERSEDED SURVEY CONTROL
 DH3073
 DH3073.No superseded survey control is available for this station.
 DH3073
 DH3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ744994(NAD 83)
 DH3073_MARKER: DD = SURVEY DISK
 DH3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3073_STAMPING: 0585
 DH3073_MARK LOGO: GUGS  
 DH3073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3073+STABILITY: SURFACE MOTION
 DH3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3073+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3073
 DH3073  HISTORY     - Date     Condition        Report By
 DH3073  HISTORY     - 19930101 MONUMENTED       GUGS
 DH3073  HISTORY     - 20040517 GOOD             GUGS
 DH3073
 DH3073                          STATION DESCRIPTION
 DH3073
 DH3073'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3073'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3073'OF YIGO.
 DH3073' 
 DH3073'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH3073'AND ROUTE 29, GO NORTH ON ROUTE 15 FOR 1.8 MILE, STATION IS ON THE
 DH3073'LEFT SIDE OF ROUTE 15, SOUTHWEST OF UPI ELEMENTARY SCHOOL.
 DH3073' 
 DH3073'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.30M NORTHWEST
 DH3073'FROM CENTERLINE OF ROUTE 15, 8.42M NORTHWEST FROM A CONCRETE POWER
 DH3073'POLE AND 6.57M SOUTHWEST FROM CENTERLINE OF AC PAVE ROAD.
 DH3073' 
 DH3073'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3073'STAMPED--0585--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2980 ***********************************************************************
 DH2980  DESIGNATION -  GGN 0615
 DH2980  PID         -  DH2980
 DH2980  STATE/COUNTY-  GU/GUAM
 DH2980  USGS QUAD   -  DEDEDO (1975)
 DH2980
 DH2980                         *CURRENT SURVEY CONTROL
 DH2980  ___________________________________________________________________
 DH2980* NAD 83(1986)-  13 31 53.     (N)    215 06 49.     (W)     SCALED    
 DH2980* GUVD04      -       121.865  (meters)     399.82   (feet)  ADJUSTED  
 DH2980  ___________________________________________________________________
 DH2980  GEOID HEIGHT-          54.52  (meters)                     EGM96
 DH2980
 DH2980  VERT ORDER  -  FIRST     CLASS II
 DH2980
 DH2980.The horizontal coordinates were scaled from a topographic map and have
 DH2980.an estimated accuracy of +/- 6 seconds.
 DH2980
 DH2980.The orthometric height was determined by differential leveling
 DH2980.and adjusted by the National Geodetic Survey in May 2005..
 DH2980.No vertical observational check was made to the station.
 DH2980
 DH2980.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2980.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2980
 DH2980                          SUPERSEDED SURVEY CONTROL
 DH2980
 DH2980.No superseded survey control is available for this station.
 DH2980
 DH2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ712968(NAD 83)
 DH2980_MARKER: DD = SURVEY DISK
 DH2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2980_STAMPING: 0615
 DH2980_MARK LOGO: GUAMLM
 DH2980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2980+STABILITY: SURFACE MOTION
 DH2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2980+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2980
 DH2980  HISTORY     - Date     Condition        Report By
 DH2980  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2980
 DH2980                          STATION DESCRIPTION
 DH2980
 DH2980'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2980'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2980'OF YIGO.
 DH2980' 
 DH2980'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2980'CORP DRIVE (ROUTE 1) AND JUAN JACINTO ROAD (ENTRACE TO SIMON SANCHEZ
 DH2980'HIGH SCHOOL, YIGO), GO NORTH ON ROUTE 1 FOR 0.6 MILE.  THE STATION IS
 DH2980'ON THE RIGHT SIDE OF ROUTE 1.
 DH2980' 
 DH2980'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.90M SOUTHWEST
 DH2980'FROM A CONCRETE POWER POLE, 5.20M SOUTHWEST FROM A TELEPHONE BOX (7F3)
 DH2980'AND 12.40M EAST FROM CENTERLINE OF ROUTE 1.
 DH2980' 
 DH2980'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2980'STAMPED--0615--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2981 ***********************************************************************
 DH2981  DESIGNATION -  GGN 0627
 DH2981  PID         -  DH2981
 DH2981  STATE/COUNTY-  GU/GUAM
 DH2981  USGS QUAD   -  DEDEDO (1975)
 DH2981
 DH2981                         *CURRENT SURVEY CONTROL
 DH2981  ___________________________________________________________________
 DH2981* NAD 83(1986)-  13 31 24.     (N)    215 07 07.     (W)     SCALED    
 DH2981* GUVD04      -       125.779  (meters)     412.66   (feet)  ADJUSTED  
 DH2981  ___________________________________________________________________
 DH2981  GEOID HEIGHT-          54.50  (meters)                     EGM96
 DH2981
 DH2981  VERT ORDER  -  FIRST     CLASS II
 DH2981
 DH2981.The horizontal coordinates were scaled from a topographic map and have
 DH2981.an estimated accuracy of +/- 6 seconds.
 DH2981
 DH2981.The orthometric height was determined by differential leveling
 DH2981.and adjusted by the National Geodetic Survey in May 2005..
 DH2981.No vertical observational check was made to the station.
 DH2981
 DH2981.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2981.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2981
 DH2981                          SUPERSEDED SURVEY CONTROL
 DH2981
 DH2981.No superseded survey control is available for this station.
 DH2981
 DH2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ706960(NAD 83)
 DH2981_MARKER: DD = SURVEY DISK
 DH2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2981_STAMPING: 0627
 DH2981_MARK LOGO: GUAMLM
 DH2981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2981+STABILITY: SURFACE MOTION
 DH2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2981+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2981
 DH2981  HISTORY     - Date     Condition        Report By
 DH2981  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2981
 DH2981                          STATION DESCRIPTION
 DH2981
 DH2981'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2981'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2981'OF YIGO.
 DH2981' 
 DH2981'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2981'CORP DRIVE (ROUTE 1) AND BATTULO ROAD, GO NORTH ON ROUTE 1 FOR 1.8
 DH2981'MILE, THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.
 DH2981' 
 DH2981'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.30M SOUTHWEST
 DH2981'FROM A CONCRETE POWER POLE, 12.60M SOUTHEAST FROM CENTERLINE OF ROUTE
 DH2981'1 AND 14.20M NORTHEAST FROM A TELEPHONE BOX.
 DH2981' 
 DH2981'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2981'STAMPED--0627--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2982 ***********************************************************************
 DH2982  DESIGNATION -  GGN 0652
 DH2982  PID         -  DH2982
 DH2982  STATE/COUNTY-  GU/GUAM
 DH2982  USGS QUAD   -  DEDEDO (1975)
 DH2982
 DH2982                         *CURRENT SURVEY CONTROL
 DH2982  ___________________________________________________________________
 DH2982* NAD 83(1986)-  13 31 13.     (N)    215 07 36.     (W)     SCALED    
 DH2982* GUVD04      -       119.225  (meters)     391.16   (feet)  ADJUSTED  
 DH2982  ___________________________________________________________________
 DH2982  GEOID HEIGHT-          54.52  (meters)                     EGM96
 DH2982
 DH2982  VERT ORDER  -  FIRST     CLASS II
 DH2982
 DH2982.The horizontal coordinates were scaled from a topographic map and have
 DH2982.an estimated accuracy of +/- 6 seconds.
 DH2982
 DH2982.The orthometric height was determined by differential leveling
 DH2982.and adjusted by the National Geodetic Survey in May 2005..
 DH2982.No vertical observational check was made to the station.
 DH2982
 DH2982.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2982.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2982
 DH2982                          SUPERSEDED SURVEY CONTROL
 DH2982
 DH2982.No superseded survey control is available for this station.
 DH2982
 DH2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ698956(NAD 83)
 DH2982_MARKER: DD = SURVEY DISK
 DH2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2982_STAMPING: 0652
 DH2982_MARK LOGO: GUAMLM
 DH2982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2982+STABILITY: SURFACE MOTION
 DH2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2982+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2982
 DH2982  HISTORY     - Date     Condition        Report By
 DH2982  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2982
 DH2982                          STATION DESCRIPTION
 DH2982
 DH2982'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2982'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2982'OF YIGO.
 DH2982' 
 DH2982'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2982'CORP DRIVE (ROUTE 1) AND BATTULO ROAD, GO NORTH ON ROUTE 1 FOR 1.2
 DH2982'MILE, THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.
 DH2982' 
 DH2982'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 16.60M WEST FROM
 DH2982'A CONCRETE POWER POLE, 29.70 NORTHEAST FROM A CONCRETE POWER POLE
 DH2982'(IA-DB-131) AND 13.20M SOUTH FROM CENTERLINE OF ROUTE 1.
 DH2982' 
 DH2982'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2982'STAMPED--0652--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3086 ***********************************************************************
 DH3086  DESIGNATION -  GGN 0653
 DH3086  PID         -  DH3086
 DH3086  STATE/COUNTY-  GU/GUAM
 DH3086  USGS QUAD   -  DEDEDO (1975)
 DH3086
 DH3086                         *CURRENT SURVEY CONTROL
 DH3086  ___________________________________________________________________
 DH3086* NAD 83(1986)-  13 31 05.     (N)    215 07 59.     (W)     SCALED    
 DH3086* GUVD04      -       118.494  (meters)     388.76   (feet)  ADJUSTED  
 DH3086  ___________________________________________________________________
 DH3086  GEOID HEIGHT-          54.53  (meters)                     EGM96
 DH3086
 DH3086  VERT ORDER  -  FIRST     CLASS II
 DH3086
 DH3086.The horizontal coordinates were scaled from a topographic map and have
 DH3086.an estimated accuracy of +/- 6 seconds.
 DH3086
 DH3086.The orthometric height was determined by differential leveling
 DH3086.and adjusted by the National Geodetic Survey in May 2005..
 DH3086.No vertical observational check was made to the station.
 DH3086
 DH3086.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3086.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3086
 DH3086                          SUPERSEDED SURVEY CONTROL
 DH3086
 DH3086.No superseded survey control is available for this station.
 DH3086
 DH3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ691954(NAD 83)
 DH3086_MARKER: DD = SURVEY DISK
 DH3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3086_STAMPING: 0653
 DH3086_MARK LOGO: GUAMLM
 DH3086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3086+STABILITY: SURFACE MOTION
 DH3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3086+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3086
 DH3086  HISTORY     - Date     Condition        Report By
 DH3086  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3086
 DH3086                          STATION DESCRIPTION
 DH3086
 DH3086'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3086'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3086'OF DEDEDO.
 DH3086' 
 DH3086'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3086'CORP DRIVE (ROUTE 1) AND BATTULO ROAD, GO NORTH ON ROUTE 1 FOR 0.8
 DH3086'MILE, THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.
 DH3086' 
 DH3086'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.60M SOUTHWEST
 DH3086'FROM A CONCRETE POWER POLE, 13.50M SOUTH FROM CENTERLINE OF ROUTE 1
 DH3086'AND 34.50M EAST FROM A CONCRETE POWER POLE.
 DH3086' 
 DH3086'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3086'STAMPED--0653--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2983 ***********************************************************************
 DH2983  DESIGNATION -  GGN 0734
 DH2983  PID         -  DH2983
 DH2983  STATE/COUNTY-  GU/GUAM
 DH2983  USGS QUAD   -  DEDEDO (1975)
 DH2983
 DH2983                         *CURRENT SURVEY CONTROL
 DH2983  ___________________________________________________________________
 DH2983* NAD 83(1986)-  13 30 50.     (N)    215 09 24.     (W)     SCALED    
 DH2983* GUVD04      -       101.872  (meters)     334.23   (feet)  ADJUSTED  
 DH2983  ___________________________________________________________________
 DH2983  GEOID HEIGHT-          54.60  (meters)                     EGM96
 DH2983
 DH2983  VERT ORDER  -  FIRST     CLASS II
 DH2983
 DH2983.The horizontal coordinates were scaled from a topographic map and have
 DH2983.an estimated accuracy of +/- 6 seconds.
 DH2983
 DH2983.The orthometric height was determined by differential leveling
 DH2983.and adjusted by the National Geodetic Survey in May 2005..
 DH2983.No vertical observational check was made to the station.
 DH2983
 DH2983.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2983.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2983
 DH2983                          SUPERSEDED SURVEY CONTROL
 DH2983
 DH2983.No superseded survey control is available for this station.
 DH2983
 DH2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ665949(NAD 83)
 DH2983_MARKER: DD = SURVEY DISK
 DH2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2983_STAMPING: 0734
 DH2983_MARK LOGO: GUAMLM
 DH2983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2983+STABILITY: SURFACE MOTION
 DH2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2983+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2983
 DH2983  HISTORY     - Date     Condition        Report By
 DH2983  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2983
 DH2983                          STATION DESCRIPTION
 DH2983
 DH2983'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2983'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2983'OF DEDEDO.
 DH2983' 
 DH2983'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2983'CORP DRIVE (ROUTE 1) AND JUAN JACINTO ROAD (ENTRACE TO SIMON SANCHEZ
 DH2983'HIGH SCHOOL, YIGO), GO SOUTH ON ROUTE 1 FOR 2.6 MILE, THE STATION IS
 DH2983'ON THE LEFT SIDE OF ROUTE 1.  STATION IS ON THE NORTH SIDE OF THE
 DH2983'MOBIL SERVICE STATION.
 DH2983' 
 DH2983'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.94M SOUTHWEST
 DH2983'FROM A CONCRETE POWER POLE (TBM 11 C), 22.60M FROM A CONCRETE POWER
 DH2983'POLE AND 10.90M NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE PAD
 DH2983'(1.01M X 2.42M) PROJECT .82M ABOVE THE SURFACE.
 DH2983' 
 DH2983'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2983'STAMPED--0734--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2984 ***********************************************************************
 DH2984  DESIGNATION -  GGN 0736
 DH2984  PID         -  DH2984
 DH2984  STATE/COUNTY-  GU/GUAM
 DH2984  USGS QUAD   -  DEDEDO (1975)
 DH2984
 DH2984                         *CURRENT SURVEY CONTROL
 DH2984  ___________________________________________________________________
 DH2984* NAD 83(1986)-  13 30 53.     (N)    215 08 42.     (W)     SCALED    
 DH2984* GUVD04      -       110.761  (meters)     363.39   (feet)  ADJUSTED  
 DH2984  ___________________________________________________________________
 DH2984  GEOID HEIGHT-          54.56  (meters)                     EGM96
 DH2984
 DH2984  VERT ORDER  -  FIRST     CLASS II
 DH2984
 DH2984.The horizontal coordinates were scaled from a topographic map and have
 DH2984.an estimated accuracy of +/- 6 seconds.
 DH2984
 DH2984.The orthometric height was determined by differential leveling
 DH2984.and adjusted by the National Geodetic Survey in May 2005..
 DH2984.No vertical observational check was made to the station.
 DH2984
 DH2984.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2984.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2984
 DH2984                          SUPERSEDED SURVEY CONTROL
 DH2984
 DH2984.No superseded survey control is available for this station.
 DH2984
 DH2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ678950(NAD 83)
 DH2984_MARKER: DD = SURVEY DISK
 DH2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2984_STAMPING: 0736
 DH2984_MARK LOGO: GUAMLM
 DH2984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2984+STABILITY: SURFACE MOTION
 DH2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2984+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2984
 DH2984  HISTORY     - Date     Condition        Report By
 DH2984  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2984
 DH2984                          STATION DESCRIPTION
 DH2984
 DH2984'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2984'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2984'OF DEDEDO.
 DH2984' 
 DH2984'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2984'CORP DRIVE (ROUTE 1) AND JUAN JACINTO ROAD (ENTRACE TO SIMON SANCHEZ
 DH2984'HIGH SCHOOL, YIGO), GO SOUTH ON ROUTE 1 FOR 1.8 MILE, THE STATION IS
 DH2984'ON THE LEFT SIDE OF ROUTE 1.
 DH2984' 
 DH2984'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 16.90M WEST FROM
 DH2984'A CONCRETE POWER POLE, 30.40M EAST FROM A CONCRETE POWER POLE AND
 DH2984'14.80M SOUTH FROM A CONCRETE POWER POLE.
 DH2984' 
 DH2984'THE MARK IN A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2984'STAMPED--0736--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2985 ***********************************************************************
 DH2985  DESIGNATION -  GGN 0766
 DH2985  PID         -  DH2985
 DH2985  STATE/COUNTY-  GU/GUAM
 DH2985  USGS QUAD   -  DEDEDO (1975)
 DH2985
 DH2985                         *CURRENT SURVEY CONTROL
 DH2985  ___________________________________________________________________
 DH2985* NAD 83(1986)-  13 30 54.     (N)    215 09 57.     (W)     SCALED    
 DH2985* GUVD04      -        90.881  (meters)     298.17   (feet)  ADJUSTED  
 DH2985  ___________________________________________________________________
 DH2985  GEOID HEIGHT-          54.64  (meters)                     EGM96
 DH2985
 DH2985  VERT ORDER  -  FIRST     CLASS II
 DH2985
 DH2985.The horizontal coordinates were scaled from a topographic map and have
 DH2985.an estimated accuracy of +/- 6 seconds.
 DH2985
 DH2985.The orthometric height was determined by differential leveling
 DH2985.and adjusted by the National Geodetic Survey in May 2005..
 DH2985.No vertical observational check was made to the station.
 DH2985
 DH2985.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2985.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2985
 DH2985                          SUPERSEDED SURVEY CONTROL
 DH2985
 DH2985.No superseded survey control is available for this station.
 DH2985
 DH2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ655951(NAD 83)
 DH2985_MARKER: DD = SURVEY DISK
 DH2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2985_STAMPING: 0766
 DH2985_MARK LOGO: GUAMLM
 DH2985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2985+STABILITY: SURFACE MOTION
 DH2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2985+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2985
 DH2985  HISTORY     - Date     Condition        Report By
 DH2985  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2985
 DH2985                          STATION DESCRIPTION
 DH2985
 DH2985'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2985'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2985'OF DEDEDO.
 DH2985' 
 DH2985'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2985'CORP DRIVE (ROUTE 1) AND FATIMA ROAD, GO NORTH ON ROUTE 1 FOR 0.6
 DH2985'MILE, THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.  STATION IS ON THE
 DH2985'SOUTHEAST SIDE OF GUAM TELEPHONE AUTHORITY (GTA) BUILDING AND ALONG A
 DH2985'CHAIN LINK FENCE.
 DH2985' 
 DH2985'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 2.10M NORTHEAST
 DH2985'FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 1.20M EAST FROM A
 DH2985'CHAIN LINK FENCE AND 33.10M SOUTHWEST FROM A STEEL TRAFFIC LIGHT POST.
 DH2985'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2985'STAMPED--0766--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3074 ***********************************************************************
 DH3074  DESIGNATION -  GGN 0792
 DH3074  PID         -  DH3074
 DH3074  STATE/COUNTY-  GU/GUAM
 DH3074  USGS QUAD   -  DEDEDO (1975)
 DH3074
 DH3074                         *CURRENT SURVEY CONTROL
 DH3074  ___________________________________________________________________
 DH3074* NAD 83(1986)-  13 30 55.     (N)    215 08 31.     (W)     SCALED    
 DH3074* GUVD04      -       111.546  (meters)     365.96   (feet)  ADJUSTED  
 DH3074  ___________________________________________________________________
 DH3074  GEOID HEIGHT-          54.55  (meters)                     EGM96
 DH3074
 DH3074  VERT ORDER  -  FIRST     CLASS II
 DH3074
 DH3074.The horizontal coordinates were scaled from a topographic map and have
 DH3074.an estimated accuracy of +/- 6 seconds.
 DH3074
 DH3074.The orthometric height was determined by differential leveling
 DH3074.and adjusted by the National Geodetic Survey in May 2005..
 DH3074.No vertical observational check was made to the station.
 DH3074
 DH3074.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3074.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3074
 DH3074                          SUPERSEDED SURVEY CONTROL
 DH3074
 DH3074.No superseded survey control is available for this station.
 DH3074
 DH3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ681951(NAD 83)
 DH3074_MARKER: DD = SURVEY DISK
 DH3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3074_STAMPING: 0792
 DH3074_MARK LOGO: GUGS  
 DH3074_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3074+STABILITY: SURFACE MOTION
 DH3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3074+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3074
 DH3074  HISTORY     - Date     Condition        Report By
 DH3074  HISTORY     - 19930101 MONUMENTED       GUGS
 DH3074  HISTORY     - 20040514 GOOD             GUGS
 DH3074
 DH3074                          STATION DESCRIPTION
 DH3074
 DH3074'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3074'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3074'OF DEDEDO.
 DH3074' 
 DH3074'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3074'CORP DRIVE (ROUTE 1) AND JUAN JACINTO ROAD (ENTRANCE TO SIMON SANCHEZ
 DH3074'HIGH SCHOOL, YIGO), GO SOUTH ON ROUTE 1 FOR 2.0 MILE, THE STATION IS
 DH3074'ON THE LEFT SIDE OF ROUTE 1.
 DH3074' 
 DH3074'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 21.95M NORTHEAST
 DH3074'FROM A CONCRETE POWER POLE, 19.27M SOUTHWEST FROM A CONCRETE POWER
 DH3074'POLE AND 14.80M NORTHWEST FROM CENTERLINE OF ROUTE 1.
 DH3074' 
 DH3074'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3074'STAMPED--0792--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2986 ***********************************************************************
 DH2986  DESIGNATION -  GGN 0901
 DH2986  PID         -  DH2986
 DH2986  STATE/COUNTY-  GU/GUAM
 DH2986  USGS QUAD   -  DEDEDO (1975)
 DH2986
 DH2986                         *CURRENT SURVEY CONTROL
 DH2986  ___________________________________________________________________
 DH2986* NAD 83(1986)-  13 31 17.     (N)    215 11 02.     (W)     SCALED    
 DH2986* GUVD04      -        80.312  (meters)     263.49   (feet)  ADJUSTED  
 DH2986  ___________________________________________________________________
 DH2986  GEOID HEIGHT-          54.74  (meters)                     EGM96
 DH2986
 DH2986  VERT ORDER  -  FIRST     CLASS II
 DH2986
 DH2986.The horizontal coordinates were scaled from a topographic map and have
 DH2986.an estimated accuracy of +/- 6 seconds.
 DH2986
 DH2986.The orthometric height was determined by differential leveling
 DH2986.and adjusted by the National Geodetic Survey in May 2005..
 DH2986.No vertical observational check was made to the station.
 DH2986
 DH2986.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2986.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2986
 DH2986                          SUPERSEDED SURVEY CONTROL
 DH2986
 DH2986.No superseded survey control is available for this station.
 DH2986
 DH2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ636958(NAD 83)
 DH2986_MARKER: DD = SURVEY DISK
 DH2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2986_STAMPING: 0901
 DH2986_MARK LOGO: GUAMLM
 DH2986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2986+STABILITY: SURFACE MOTION
 DH2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2986+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2986
 DH2986  HISTORY     - Date     Condition        Report By
 DH2986  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2986
 DH2986                          STATION DESCRIPTION
 DH2986
 DH2986'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2986'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2986'OF DEDEDO.
 DH2986' 
 DH2986'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2986'CORP DRIVE (ROUTE 1) AND ROUTE 3, GO SOUTH ON ROUTE 1 FOR 0.5 MILE,
 DH2986'THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.
 DH2986' 
 DH2986'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.00M WEST FROM
 DH2986'CENTERLINE OF A ASPHALT ROAD, 12.10 EAST FROM A CONCRETE POWER POLE
 DH2986'(PAD-25-56) AND 16.00 SOUTHEAST FROM A CONCRETE POWER POLE (PAD
 DH2986'25-57).
 DH2986' 
 DH2986'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2986'STAMPED--0901--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2987 ***********************************************************************
 DH2987  DESIGNATION -  GGN 1152
 DH2987  PID         -  DH2987
 DH2987  STATE/COUNTY-  GU/GUAM
 DH2987  USGS QUAD   -  DEDEDO (1975)
 DH2987
 DH2987                         *CURRENT SURVEY CONTROL
 DH2987  ___________________________________________________________________
 DH2987* NAD 83(1986)-  13 29 13.     (N)    215 08 52.     (W)     SCALED    
 DH2987* GUVD04      -       135.962  (meters)     446.07   (feet)  ADJUSTED  
 DH2987  ___________________________________________________________________
 DH2987  GEOID HEIGHT-          54.42  (meters)                     EGM96
 DH2987
 DH2987  VERT ORDER  -  FIRST     CLASS II
 DH2987
 DH2987.The horizontal coordinates were scaled from a topographic map and have
 DH2987.an estimated accuracy of +/- 6 seconds.
 DH2987
 DH2987.The orthometric height was determined by differential leveling
 DH2987.and adjusted by the National Geodetic Survey in May 2005..
 DH2987.No vertical observational check was made to the station.
 DH2987
 DH2987.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2987.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2987
 DH2987                          SUPERSEDED SURVEY CONTROL
 DH2987
 DH2987.No superseded survey control is available for this station.
 DH2987
 DH2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ675920(NAD 83)
 DH2987_MARKER: DD = SURVEY DISK
 DH2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2987_STAMPING: 1152
 DH2987_MARK LOGO: GUAMLM
 DH2987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2987+STABILITY: SURFACE MOTION
 DH2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2987+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH2987
 DH2987  HISTORY     - Date     Condition        Report By
 DH2987  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH2987
 DH2987                          STATION DESCRIPTION
 DH2987
 DH2987'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2987'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2987'OF MANGILAO.
 DH2987' 
 DH2987'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM VETERAN
 DH2987'HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR 4.5 MILES,
 DH2987'THE STATION IS AT THE JUNCTION OF ROUTE 15 AND ROUTE 26.  THE STATION
 DH2987'IS ON THE NORTHEAST CORNER OF THE ENTRANCE TO MARBO COVE ROAD.  THE
 DH2987'MARK IS A CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE ENCASED WITH A
 DH2987'CAST IRON HOUSING.
 DH2987' 
 DH2987'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.70M NORTHWEST
 DH2987'OF A CONCRETE POWER POLE, 13.50 NORTHEAST OF THE CENTERLINE OF MARBO
 DH2987'CAVE ROAD AND 7.80M SOUTHWEST OF A CONCRETE POWER POLE.
 DH2987' 
 DH2987'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2987'STAMPED--1152--, SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2988 ***********************************************************************
 DH2988  DESIGNATION -  GGN 1214
 DH2988  PID         -  DH2988
 DH2988  STATE/COUNTY-  GU/GUAM
 DH2988  USGS QUAD   -  AGANA (1968)
 DH2988
 DH2988                         *CURRENT SURVEY CONTROL
 DH2988  ___________________________________________________________________
 DH2988* NAD 83(1986)-  13 25 43.     (N)    215 12 06.     (W)     SCALED    
 DH2988* GUVD04      -        16.475  (meters)      54.05   (feet)  ADJUSTED  
 DH2988  ___________________________________________________________________
 DH2988  GEOID HEIGHT-          54.27  (meters)                     EGM96
 DH2988
 DH2988  VERT ORDER  -  FIRST     CLASS II
 DH2988
 DH2988.The horizontal coordinates were scaled from a topographic map and have
 DH2988.an estimated accuracy of +/- 6 seconds.
 DH2988
 DH2988.The orthometric height was determined by differential leveling
 DH2988.and adjusted by the National Geodetic Survey in May 2005..
 DH2988.No vertical observational check was made to the station.
 DH2988
 DH2988.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2988.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2988
 DH2988                          SUPERSEDED SURVEY CONTROL
 DH2988
 DH2988.No superseded survey control is available for this station.
 DH2988
 DH2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ616855(NAD 83)
 DH2988_MARKER: DD = SURVEY DISK
 DH2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2988_STAMPING: 1214
 DH2988_MARK LOGO: GUAMLM
 DH2988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2988+STABILITY: SURFACE MOTION
 DH2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2988+SATELLITE: SATELLITE OBSERVATIONS - 1949
 DH2988
 DH2988  HISTORY     - Date     Condition        Report By
 DH2988  HISTORY     - 1949     MONUMENTED       GUAMLM
 DH2988
 DH2988                          STATION DESCRIPTION
 DH2988
 DH2988'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 1949 (TJT)
 DH2988'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2988'OF MANGILAO.
 DH2988' 
 DH2988'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF VIETNAM
 DH2988'VETERANS HIGHWAY (ROUTE 10) AND ROUTE 32, GO SOUTH ON MARINE LAB ROAD
 DH2988'FOR 1.1 MILES, TO THE STATION ON THE NORTHWEST CORNER OF MARINE LAB
 DH2988'ROAD.  THE STATION IS A CONCRETE MONUMENT 4 INCHES BELOW SURFACE
 DH2988'ENCASED WITH A CAST IRON HOUSING.
 DH2988' 
 DH2988'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.30M SOUTHWEST
 DH2988'OF A CONCRETE POWER POLE 12.90M NORTH OF A CONCRETE POWER POLE.
 DH2988' 
 DH2988'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2988'STAMPED--1214--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2989 ***********************************************************************
 DH2989  DESIGNATION -  GGN 1215
 DH2989  PID         -  DH2989
 DH2989  STATE/COUNTY-  GU/GUAM
 DH2989  USGS QUAD   -  AGANA (1968)
 DH2989
 DH2989                         *CURRENT SURVEY CONTROL
 DH2989  ___________________________________________________________________
 DH2989* NAD 83(1986)-  13 25 44.     (N)    215 11 56.     (W)     SCALED    
 DH2989* GUVD04      -        35.551  (meters)     116.64   (feet)  ADJUSTED  
 DH2989  ___________________________________________________________________
 DH2989  GEOID HEIGHT-          54.27  (meters)                     EGM96
 DH2989
 DH2989  VERT ORDER  -  FIRST     CLASS II
 DH2989
 DH2989.The horizontal coordinates were scaled from a topographic map and have
 DH2989.an estimated accuracy of +/- 6 seconds.
 DH2989
 DH2989.The orthometric height was determined by differential leveling
 DH2989.and adjusted by the National Geodetic Survey in May 2005..
 DH2989.No vertical observational check was made to the station.
 DH2989
 DH2989.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2989.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2989
 DH2989                          SUPERSEDED SURVEY CONTROL
 DH2989
 DH2989.No superseded survey control is available for this station.
 DH2989
 DH2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ619856(NAD 83)
 DH2989_MARKER: DD = SURVEY DISK
 DH2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2989_STAMPING: 1215
 DH2989_MARK LOGO: GUAMLM
 DH2989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2989+STABILITY: SURFACE MOTION
 DH2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2989+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH2989
 DH2989  HISTORY     - Date     Condition        Report By
 DH2989  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH2989
 DH2989                          STATION DESCRIPTION
 DH2989
 DH2989'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2989'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2989'OF MANGILAO.
 DH2989' 
 DH2989'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF VIETNAM
 DH2989'VETERANS HIGHWAY (ROUTE 10) AND ROUTE 32, GO SOUTH ON MARINE LAB ROAD
 DH2989'FOR 0.9 MILES, TO THE STATION ON THE SOUTH OF MARINE LAB ROAD.  THE
 DH2989'STATION IS A CONCRETE  MONUMENT FLUSH WITH THE SURFACE.
 DH2989' 
 DH2989'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 14.00M WEST OF
 DH2989'WOODEN POWER POLE (LC 71-30) 4.50M SOUTH OF CENTERLINE OF MARINE LAB
 DH2989'ROAD AND 12.20M SOUTHWEST OF THE SOUTHWEST CORNER OF A BUS SHELTER
 DH2989'(STA M-58).
 DH2989' 
 DH2989'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2989'STAMPED--1215--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2990 ***********************************************************************
 DH2990  DESIGNATION -  GGN 1217
 DH2990  PID         -  DH2990
 DH2990  STATE/COUNTY-  GU/GUAM
 DH2990  USGS QUAD   -  AGANA (1968)
 DH2990
 DH2990                         *CURRENT SURVEY CONTROL
 DH2990  ___________________________________________________________________
 DH2990* NAD 83(1993)-  13 25 48.64310(N)    215 11 51.03548(W)     ADJUSTED  
 DH2990* GUVD04      -        66.099  (meters)     216.86   (feet)  ADJUSTED  
 DH2990  ___________________________________________________________________
 DH2990  EPOCH DATE  -        2004.00
 DH2990  X           -  -5,070,503.240 (meters)                     COMP
 DH2990  Y           -   3,576,516.549 (meters)                     COMP
 DH2990  Z           -   1,471,764.345 (meters)                     COMP
 DH2990  ELLIP HEIGHT-         119.98  (meters)          (06/10/05) GPS OBS
 DH2990  GEOID HEIGHT-          54.27  (meters)                     EGM96
 DH2990
 DH2990  HORZ ORDER  -  FIRST
 DH2990  VERT ORDER  -  FIRST     CLASS II
 DH2990  ELLP ORDER  -  THIRD     CLASS II
 DH2990
 DH2990.The horizontal coordinates were established by GPS observations
 DH2990.and adjusted by the National Geodetic Survey in June 2005..
 DH2990.The horizontal coordinates are valid at the epoch date displayed above.
 DH2990.The epoch date for horizontal control is a decimal equivalence
 DH2990.of Year/Month/Day.
 DH2990
 DH2990.The orthometric height was determined by differential leveling
 DH2990.and adjusted by the National Geodetic Survey in May 2005..
 DH2990.No vertical observational check was made to the station.
 DH2990
 DH2990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2990
 DH2990.The ellipsoidal height was determined by GPS observations
 DH2990.and is referenced to NAD 83.
 DH2990
 DH2990.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2990.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2990
 DH2990;                    North         East     Units Scale Factor Converg.
 DH2990;UTM  55      - 1,485,768.509   262,063.755   MT  1.00030038   -0 30 38.3
 DH2990
 DH2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2990!UTM  55      -   0.99998113  x   1.00030038  =   1.00028151
 DH2990
 DH2990|---------------------------------------------------------------------|
 DH2990| PID    Reference Object                     Distance      Geod. Az  |
 DH2990|                                                           dddmmss.s |
 DH2990| DF7984 U OF GUAM CORS ARP                  335.173 METERS 00416     |
 DH2990|---------------------------------------------------------------------|
 DH2990
 DH2990                          SUPERSEDED SURVEY CONTROL
 DH2990
 DH2990.No superseded survey control is available for this station.
 DH2990
 DH2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6206485769(NAD 83)
 DH2990_MARKER: DD = SURVEY DISK
 DH2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2990_STAMPING: 1217
 DH2990_MARK LOGO: GUAMLM
 DH2990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2990+STABILITY: SURFACE MOTION
 DH2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2990+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH2990
 DH2990  HISTORY     - Date     Condition        Report By
 DH2990  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH2990
 DH2990                          STATION DESCRIPTION
 DH2990
 DH2990'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2990'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2990'OF MANGILAO.
 DH2990' 
 DH2990'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF VIETNAM
 DH2990'VETERANS HIGHWAY (ROUTE 10) AND ROUTE 32, GO SOUTH ON ROUTE 32
 DH2990'(UNIVERSITY DRIVE) FOR 0.7 MILES, TO THE STATION ON THE SOUTHEAST OF
 DH2990'ROUTE 32 AND MARINE LAB ROAD.  THE STATION IS A CONCRETE MONUMENT
 DH2990'ENCASED IN A CAST IRON HOUSING.
 DH2990' 
 DH2990'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.30M NORTHEAST
 DH2990'OF CENTERLINE OF MARINE LAB ROAD, 9.30M NORTHEAST OF CONCRETE POWER
 DH2990'POLE (PPM 45A) AND 14.40M SOUTHEAST OF A WOODEN LIGHT POST.
 DH2990' 
 DH2990'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2990'STAMPED--1217--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2991 ***********************************************************************
 DH2991  DESIGNATION -  GGN 1218
 DH2991  PID         -  DH2991
 DH2991  STATE/COUNTY-  GU/GUAM
 DH2991  USGS QUAD   -  AGANA (1968)
 DH2991
 DH2991                         *CURRENT SURVEY CONTROL
 DH2991  ___________________________________________________________________
 DH2991* NAD 83(1993)-  13 26 04.90344(N)    215 11 53.10689(W)     ADJUSTED  
 DH2991* GUVD04      -        74.006  (meters)     242.80   (feet)  ADJUSTED  
 DH2991  ___________________________________________________________________
 DH2991  EPOCH DATE  -        2004.00
 DH2991  X           -  -5,070,378.798 (meters)                     COMP
 DH2991  Y           -   3,576,505.026 (meters)                     COMP
 DH2991  Z           -   1,472,252.245 (meters)                     COMP
 DH2991  ELLIP HEIGHT-         127.95  (meters)          (06/10/05) GPS OBS
 DH2991  GEOID HEIGHT-          54.30  (meters)                     EGM96
 DH2991
 DH2991  HORZ ORDER  -  FIRST
 DH2991  VERT ORDER  -  FIRST     CLASS II
 DH2991  ELLP ORDER  -  THIRD     CLASS II
 DH2991
 DH2991.The horizontal coordinates were established by GPS observations
 DH2991.and adjusted by the National Geodetic Survey in June 2005..
 DH2991.The horizontal coordinates are valid at the epoch date displayed above.
 DH2991.The epoch date for horizontal control is a decimal equivalence
 DH2991.of Year/Month/Day.
 DH2991
 DH2991.The orthometric height was determined by differential leveling
 DH2991.and adjusted by the National Geodetic Survey in May 2005..
 DH2991.No vertical observational check was made to the station.
 DH2991
 DH2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2991
 DH2991.The ellipsoidal height was determined by GPS observations
 DH2991.and is referenced to NAD 83.
 DH2991
 DH2991.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2991.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2991
 DH2991;                    North         East     Units Scale Factor Converg.
 DH2991;UTM  55      - 1,486,268.903   262,005.884   MT  1.00030072   -0 30 39.4
 DH2991
 DH2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2991!UTM  55      -   0.99997988  x   1.00030072  =   1.00028059
 DH2991
 DH2991|---------------------------------------------------------------------|
 DH2991| PID    Reference Object                     Distance      Geod. Az  |
 DH2991|                                                           dddmmss.s |
 DH2991| DF7984 U OF GUAM CORS ARP                  187.055 METERS 15212     |
 DH2991|---------------------------------------------------------------------|
 DH2991
 DH2991                          SUPERSEDED SURVEY CONTROL
 DH2991
 DH2991.No superseded survey control is available for this station.
 DH2991
 DH2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6200686269(NAD 83)
 DH2991_MARKER: DD = SURVEY DISK
 DH2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2991_STAMPING: 1218
 DH2991_MARK LOGO: GUAMLM
 DH2991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2991+STABILITY: SURFACE MOTION
 DH2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2991+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH2991
 DH2991  HISTORY     - Date     Condition        Report By
 DH2991  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH2991
 DH2991                          STATION DESCRIPTION
 DH2991
 DH2991'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2991'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2991'OF MANGILAO.
 DH2991' 
 DH2991'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 32
 DH2991'(UOG DRIVE) AND CAMPUS DRIVE, GO EAST ON CAMPUS DRIVE FOR 0.05 MILES,
 DH2991'ENTER SIDE GATE, CONTINUE EAST ALONG CHAIN LINK FENCE LINE FOR 0.1
 DH2991'MILES TO STATION.  THE STATION IS A CONCRETE MONUMENT 6 INCHES BELOW
 DH2991'SURFACE ENCASED WITH A CAST IRON HOUSING.
 DH2991' 
 DH2991'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.35M WEST OF
 DH2991'CHAIN LINK FENCE, 25.30M SOUTHWEST OF A CONCRETE POWER POLE 12.90M AND
 DH2991'19.30M NORTHWEST OF A ELETRIC MAN HOLE 1.13M DIA.
 DH2991' 
 DH2991'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2991'STAMPED--1218--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2992 ***********************************************************************
 DH2992  DESIGNATION -  GGN 1248
 DH2992  PID         -  DH2992
 DH2992  STATE/COUNTY-  GU/GUAM
 DH2992  USGS QUAD   -  DEDEDO (1975)
 DH2992
 DH2992                         *CURRENT SURVEY CONTROL
 DH2992  ___________________________________________________________________
 DH2992* NAD 83(1986)-  13 30 50.     (N)    215 11 22.     (W)     SCALED    
 DH2992* GUVD04      -        62.298  (meters)     204.39   (feet)  ADJUSTED  
 DH2992  ___________________________________________________________________
 DH2992  GEOID HEIGHT-          54.71  (meters)                     EGM96
 DH2992
 DH2992  VERT ORDER  -  FIRST     CLASS II
 DH2992
 DH2992.The horizontal coordinates were scaled from a topographic map and have
 DH2992.an estimated accuracy of +/- 6 seconds.
 DH2992
 DH2992.The orthometric height was determined by differential leveling
 DH2992.and adjusted by the National Geodetic Survey in May 2005..
 DH2992.No vertical observational check was made to the station.
 DH2992
 DH2992.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2992.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2992
 DH2992                          SUPERSEDED SURVEY CONTROL
 DH2992
 DH2992.No superseded survey control is available for this station.
 DH2992
 DH2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ630950(NAD 83)
 DH2992_MARKER: DD = SURVEY DISK
 DH2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2992_STAMPING: 1248
 DH2992_MARK LOGO: GUAMLM
 DH2992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2992+STABILITY: SURFACE MOTION
 DH2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2992+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2992
 DH2992  HISTORY     - Date     Condition        Report By
 DH2992  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2992
 DH2992                          STATION DESCRIPTION
 DH2992
 DH2992'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2992'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2992'OF TAMUNING.
 DH2992' 
 DH2992'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2992'CORP DRIVE (ROUTE 1) AND ROUTE 16, GO SOUTH ON ROUTE 1 FOR 0.6 MILE.
 DH2992'THE STATION IS ON THE RIGHT SIDE OF ROUTE 1 AND ROUTE 14.
 DH2992' 
 DH2992'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.98M NORTH FROM
 DH2992'A CONCRETE LAMP POST, 21.80 SOUTH FROM A CONCRETE LAMP POST AND 2.03
 DH2992'SOUTHWEST FROM THE CONCRETE CURB.
 DH2992' 
 DH2992'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2992'STAMPED--1248--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2993 ***********************************************************************
 DH2993  DESIGNATION -  GGN 1262
 DH2993  PID         -  DH2993
 DH2993  STATE/COUNTY-  GU/GUAM
 DH2993  USGS QUAD   -  DEDEDO (1975)
 DH2993
 DH2993                         *CURRENT SURVEY CONTROL
 DH2993  ___________________________________________________________________
 DH2993* NAD 83(1986)-  13 30 13.     (N)    215 11 41.     (W)     SCALED    
 DH2993* GUVD04      -        47.213  (meters)     154.90   (feet)  ADJUSTED  
 DH2993  ___________________________________________________________________
 DH2993  GEOID HEIGHT-          54.67  (meters)                     EGM96
 DH2993
 DH2993  VERT ORDER  -  FIRST     CLASS II
 DH2993
 DH2993.The horizontal coordinates were scaled from a topographic map and have
 DH2993.an estimated accuracy of +/- 6 seconds.
 DH2993
 DH2993.The orthometric height was determined by differential leveling
 DH2993.and adjusted by the National Geodetic Survey in May 2005..
 DH2993.No vertical observational check was made to the station.
 DH2993
 DH2993.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2993.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2993
 DH2993                          SUPERSEDED SURVEY CONTROL
 DH2993
 DH2993.No superseded survey control is available for this station.
 DH2993
 DH2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ624938(NAD 83)
 DH2993_MARKER: DD = SURVEY DISK
 DH2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2993_STAMPING: 1262
 DH2993_MARK LOGO: GUAMLM
 DH2993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2993+STABILITY: SURFACE MOTION
 DH2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2993+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2993
 DH2993  HISTORY     - Date     Condition        Report By
 DH2993  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2993
 DH2993                          STATION DESCRIPTION
 DH2993
 DH2993'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2993'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2993'OF TAMUNING.
 DH2993' 
 DH2993'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2993'CORP DRIVE (ROUTE 1) AND ROUTE 10A, GO NORTH ON ROUTE 1 FOR 1.0 MILE,
 DH2993'THE STATION ON THE RIGHT SIDE OF ROUTE 1.  STATION IS ON THE NORTHEAST
 DH2993'CORNER OF GUAM TELEPHONE AUTHORITY (GTA) PARKING LOT.
 DH2993' 
 DH2993'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 18.70M EAST FROM
 DH2993'A FIRE HYDRANT, 3.20M SOUTHEAST FROM A STEEL TRAFFIC LIGHT POST AND
 DH2993'1.50 SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE BOX (1.20M X
 DH2993'1.20M) WITH THE WORDS INSCRIBE (STRC).
 DH2993' 
 DH2993'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2993'STAMPED--1262--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2994 ***********************************************************************
 DH2994  DESIGNATION -  GGN 1279
 DH2994  PID         -  DH2994
 DH2994  STATE/COUNTY-  GU/GUAM
 DH2994  USGS QUAD   -  AGANA (1968)
 DH2994
 DH2994                         *CURRENT SURVEY CONTROL
 DH2994  ___________________________________________________________________
 DH2994* NAD 83(1986)-  13 30 01.     (N)    215 12 05.     (W)     SCALED    
 DH2994* GUVD04      -        40.605  (meters)     133.22   (feet)  ADJUSTED  
 DH2994  ___________________________________________________________________
 DH2994  GEOID HEIGHT-          54.67  (meters)                     EGM96
 DH2994
 DH2994  VERT ORDER  -  FIRST     CLASS II
 DH2994
 DH2994.The horizontal coordinates were scaled from a topographic map and have
 DH2994.an estimated accuracy of +/- 6 seconds.
 DH2994
 DH2994.The orthometric height was determined by differential leveling
 DH2994.and adjusted by the National Geodetic Survey in May 2005..
 DH2994.No vertical observational check was made to the station.
 DH2994
 DH2994.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2994.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2994
 DH2994                          SUPERSEDED SURVEY CONTROL
 DH2994
 DH2994.No superseded survey control is available for this station.
 DH2994
 DH2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ617935(NAD 83)
 DH2994_MARKER: DD = SURVEY DISK
 DH2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2994_STAMPING: 1279
 DH2994_MARK LOGO: GUAMLM
 DH2994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2994+STABILITY: SURFACE MOTION
 DH2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2994+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2994
 DH2994  HISTORY     - Date     Condition        Report By
 DH2994  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2994
 DH2994                          STATION DESCRIPTION
 DH2994
 DH2994'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2994'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2994'OF TAMUNING.
 DH2994' 
 DH2994'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2994'CORP DRIVE (ROUTE 1) AND ROUTE 10A, GO NORTH ON ROUTE 1 FOR 0.5 MILE.
 DH2994'THE STATION ON THE RIGHT SIDE OF ROUTE 1.
 DH2994' 
 DH2994'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.20M NORTHEAST
 DH2994'FROM A CONCRETE POWER POLE (HA-123, DM-128), 2.02 SOUTHEAST FROM THE
 DH2994'EDGE OF A CONCRETE SIDE WALK AND 23.50 NORTH FROM CENTERLINE OF TUN
 DH2994'JAQUIN FLORES ROAD.
 DH2994' 
 DH2994'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2994'STAMPED--1279--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2995 ***********************************************************************
 DH2995  DESIGNATION -  GGN 1379
 DH2995  PID         -  DH2995
 DH2995  STATE/COUNTY-  GU/GUAM
 DH2995  USGS QUAD   -  AGANA (1968)
 DH2995
 DH2995                         *CURRENT SURVEY CONTROL
 DH2995  ___________________________________________________________________
 DH2995* NAD 83(1986)-  13 29 06.     (N)    215 12 54.     (W)     SCALED    
 DH2995* GUVD04      -        20.273  (meters)      66.51   (feet)  ADJUSTED  
 DH2995  ___________________________________________________________________
 DH2995  GEOID HEIGHT-          54.64  (meters)                     EGM96
 DH2995
 DH2995  VERT ORDER  -  FIRST     CLASS II
 DH2995
 DH2995.The horizontal coordinates were scaled from a topographic map and have
 DH2995.an estimated accuracy of +/- 6 seconds.
 DH2995
 DH2995.The orthometric height was determined by differential leveling
 DH2995.and adjusted by the National Geodetic Survey in May 2005..
 DH2995.No vertical observational check was made to the station.
 DH2995
 DH2995.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2995.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2995
 DH2995                          SUPERSEDED SURVEY CONTROL
 DH2995
 DH2995.No superseded survey control is available for this station.
 DH2995
 DH2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ602918(NAD 83)
 DH2995_MARKER: DD = SURVEY DISK
 DH2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2995_STAMPING: 1379
 DH2995_MARK LOGO: GUAMLM
 DH2995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2995+STABILITY: SURFACE MOTION
 DH2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2995+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2995
 DH2995  HISTORY     - Date     Condition        Report By
 DH2995  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2995
 DH2995                          STATION DESCRIPTION
 DH2995
 DH2995'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2995'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2995'OF TAMUNING.
 DH2995' 
 DH2995'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2995'CORP DRIVE (ROUTE 1) AND ROUTE 4, GO NORTH ON ROUTE 1 FOR 2.1 MILE,
 DH2995'TURN RIGHT AT THE JUNCTION OF ROUTE 1 AND ROUTE 14, GO WEST FOR .1
 DH2995'MILE TO THE STATION ON THE RIGHT SIDE OF GRAVEL ROAD.  STATION IS
 DH2995'SOUTHWEST OF GUAM POWER AUTHORITY (GPA) SUBSTATION TAMUNING.
 DH2995' 
 DH2995'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.24M NORTHWEST
 DH2995'FROM THE SOUTHWEST CORNER OF A CHAIN LINK FENCE POST AND 13.70 WEST
 DH2995'FROM A CONCRETE POWER POLE (PPM 55A).
 DH2995' 
 DH2995'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2995'STAMPED--1379--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2996 ***********************************************************************
 DH2996  DESIGNATION -  GGN 1443
 DH2996  PID         -  DH2996
 DH2996  STATE/COUNTY-  GU/GUAM
 DH2996  USGS QUAD   -  AGANA (1968)
 DH2996
 DH2996                         *CURRENT SURVEY CONTROL
 DH2996  ___________________________________________________________________
 DH2996* NAD 83(1986)-  13 28 41.     (N)    215 15 57.     (W)     SCALED    
 DH2996* GUVD04      -         3.425  (meters)      11.24   (feet)  ADJUSTED  
 DH2996  ___________________________________________________________________
 DH2996  GEOID HEIGHT-          54.72  (meters)                     EGM96
 DH2996
 DH2996  VERT ORDER  -  FIRST     CLASS II
 DH2996
 DH2996.The horizontal coordinates were scaled from a topographic map and have
 DH2996.an estimated accuracy of +/- 6 seconds.
 DH2996
 DH2996.The orthometric height was determined by differential leveling
 DH2996.and adjusted by the National Geodetic Survey in May 2005..
 DH2996.No vertical observational check was made to the station.
 DH2996
 DH2996.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2996.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2996
 DH2996                          SUPERSEDED SURVEY CONTROL
 DH2996
 DH2996.No superseded survey control is available for this station.
 DH2996
 DH2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ547911(NAD 83)
 DH2996_MARKER: DD = SURVEY DISK
 DH2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2996_STAMPING: 1443
 DH2996_MARK LOGO: GUAMLM
 DH2996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2996+STABILITY: SURFACE MOTION
 DH2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2996+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2996
 DH2996  HISTORY     - Date     Condition        Report By
 DH2996  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2996
 DH2996                          STATION DESCRIPTION
 DH2996
 DH2996'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2996'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2996'OF HAGATNA.
 DH2996' 
 DH2996'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2996'CORP DRIVE (ROUTE 1) AND ROUTE 6, GO NORTH ON ROUTE 1 FOR 0.3 MILE TO
 DH2996'THE STATION ON THE LEFT SIDE OF ROUTE 1.  STATION IS WITH IN T A
 DH2996'CONCRETE WALK PATH.
 DH2996' 
 DH2996'MONUMENT DESCRIPTION AND MEASUREMENTS-  THE STATION IS 12.80M NORTH OF
 DH2996'CENTERLINE OF ROUTE 1, 12.40M SOUTHWEST OF A CONCRETE POWER POLE (PPM
 DH2996'55-4A) AND 17.30M SOUTHEAST OF A WOODEN POWER POLE.
 DH2996' 
 DH2996'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2996'STAMPED--1443--, SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2997 ***********************************************************************
 DH2997  DESIGNATION -  GGN 1453
 DH2997  PID         -  DH2997
 DH2997  STATE/COUNTY-  GU/GUAM
 DH2997  USGS QUAD   -  AGANA (1968)
 DH2997
 DH2997                         *CURRENT SURVEY CONTROL
 DH2997  ___________________________________________________________________
 DH2997* NAD 83(1986)-  13 28 38.     (N)    215 15 26.     (W)     SCALED    
 DH2997* GUVD04      -         2.385  (meters)       7.82   (feet)  ADJUSTED  
 DH2997  ___________________________________________________________________
 DH2997  GEOID HEIGHT-          54.70  (meters)                     EGM96
 DH2997
 DH2997  VERT ORDER  -  FIRST     CLASS II
 DH2997
 DH2997.The horizontal coordinates were scaled from a topographic map and have
 DH2997.an estimated accuracy of +/- 6 seconds.
 DH2997
 DH2997.The orthometric height was determined by differential leveling
 DH2997.and adjusted by the National Geodetic Survey in May 2005..
 DH2997.No vertical observational check was made to the station.
 DH2997
 DH2997.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2997.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2997
 DH2997                          SUPERSEDED SURVEY CONTROL
 DH2997
 DH2997.No superseded survey control is available for this station.
 DH2997
 DH2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ556910(NAD 83)
 DH2997_MARKER: DD = SURVEY DISK
 DH2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2997_STAMPING: 1453
 DH2997_MARK LOGO: GUAMLM
 DH2997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2997+STABILITY: SURFACE MOTION
 DH2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2997+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH2997
 DH2997  HISTORY     - Date     Condition        Report By
 DH2997  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH2997
 DH2997                          STATION DESCRIPTION
 DH2997
 DH2997'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2997'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2997'OF HAGATNA.
 DH2997' 
 DH2997'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH2997'CORP DRIVE (ROUTE 1) AND ROUTE 6, GO NORTH ON ROUTE 1 FOR 0.8 MILE TO
 DH2997'THE STATION ON THE RIGHT SIDE OF ROUTE 1.  STATION IS NORTHEAST OF THE
 DH2997'UNITED STATES DISTRICT COURT HOUSE.
 DH2997' 
 DH2997'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 14.50M NORTH OF
 DH2997'NORTHWEST CORNER OF A CONCRETE POST ENTRANCE TO COURT HOUSE PARKING
 DH2997'LOT, 1.08M EAST OF THE EAST CORNER OF CURB, AND 16.02M NORTHWEST OF
 DH2997'THE SOUTHWEST CORNER STORM DRAINAGE GRILL COVER (.68 X 1.05).
 DH2997' 
 DH2997'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2997'STAMPED--1453--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3097 ***********************************************************************
 DH3097  DESIGNATION -  GGN 1467
 DH3097  PID         -  DH3097
 DH3097  STATE/COUNTY-  GU/GUAM
 DH3097  USGS QUAD   -  AGANA (1968)
 DH3097
 DH3097                         *CURRENT SURVEY CONTROL
 DH3097  ___________________________________________________________________
 DH3097* NAD 83(1986)-  13 28 37.     (N)    215 14 44.     (W)     SCALED    
 DH3097* GUVD04      -         3.099  (meters)      10.17   (feet)  ADJUSTED  
 DH3097  ___________________________________________________________________
 DH3097  GEOID HEIGHT-          54.67  (meters)                     EGM96
 DH3097
 DH3097  VERT ORDER  -  FIRST     CLASS II
 DH3097
 DH3097.The horizontal coordinates were scaled from a topographic map and have
 DH3097.an estimated accuracy of +/- 6 seconds.
 DH3097
 DH3097.The orthometric height was determined by differential leveling
 DH3097.and adjusted by the National Geodetic Survey in May 2005..
 DH3097.No vertical observational check was made to the station.
 DH3097
 DH3097.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3097.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3097
 DH3097                          SUPERSEDED SURVEY CONTROL
 DH3097
 DH3097.No superseded survey control is available for this station.
 DH3097
 DH3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ569909(NAD 83)
 DH3097_MARKER: DD = SURVEY DISK
 DH3097_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3097_SP_SET: SIDEWALK
 DH3097_STAMPING: 1467
 DH3097_MARK LOGO: GUAMLM
 DH3097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3097+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3097
 DH3097  HISTORY     - Date     Condition        Report By
 DH3097  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3097
 DH3097                          STATION DESCRIPTION
 DH3097
 DH3097'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3097'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3097'OF HAGATNA.
 DH3097' 
 DH3097'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3097'CORP DRIVE (ROUTE 1) AND ROUTE 30, GO SOUTH ON ROUTE 1 FOR 1.6 MILE,
 DH3097'THE STATION IS ON THE RIGHT SIDE OF ROUTE 4 HAGATNA LOOP.  THE STATION
 DH3097'ON THE SOUTHEAST CORNER OF LOOP AN IN CENTER OF CONCRETE SIDE WALK.
 DH3097' 
 DH3097'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.40M SOUTH
 DH3097'FROM A CONCRETE POWER POLE (PPM-5), 4.90 M NORTHWEST FROM A CONCRETE
 DH3097'POWER POLE AND 1.40M SOUTHEAST FROM THE SOUTHWEST CORNER OF A STORM
 DH3097'DRAINAGE STEEL GRILL COVER (.66M X 2.00M).
 DH3097' 
 DH3097'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3097'STAMPED--1467--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2998 ***********************************************************************
 DH2998  DESIGNATION -  GGN 1470
 DH2998  PID         -  DH2998
 DH2998  STATE/COUNTY-  GU/GUAM
 DH2998  USGS QUAD   -  AGANA (1968)
 DH2998
 DH2998                         *CURRENT SURVEY CONTROL
 DH2998  ___________________________________________________________________
 DH2998* NAD 83(1986)-  13 28 21.     (N)    215 14 45.     (W)     SCALED    
 DH2998* GUVD04      -         3.112  (meters)      10.21   (feet)  ADJUSTED  
 DH2998  ___________________________________________________________________
 DH2998  GEOID HEIGHT-          54.65  (meters)                     EGM96
 DH2998
 DH2998  VERT ORDER  -  FIRST     CLASS II
 DH2998
 DH2998.The horizontal coordinates were scaled from a topographic map and have
 DH2998.an estimated accuracy of +/- 6 seconds.
 DH2998
 DH2998.The orthometric height was determined by differential leveling
 DH2998.and adjusted by the National Geodetic Survey in May 2005..
 DH2998.No vertical observational check was made to the station.
 DH2998
 DH2998.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2998.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2998
 DH2998                          SUPERSEDED SURVEY CONTROL
 DH2998
 DH2998.No superseded survey control is available for this station.
 DH2998
 DH2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ568904(NAD 83)
 DH2998_MARKER: DD = SURVEY DISK
 DH2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2998_STAMPING: 1470
 DH2998_MARK LOGO: GUAMLM
 DH2998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2998+STABILITY: SURFACE MOTION
 DH2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2998+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH2998
 DH2998  HISTORY     - Date     Condition        Report By
 DH2998  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH2998
 DH2998                          STATION DESCRIPTION
 DH2998
 DH2998'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2998'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2998'OF HAGATNA.
 DH2998' 
 DH2998'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH2998'CHALAN CANTON TUTUJAN (SINAJANA), GO NORTH ON ROUTE 4 FOR 1.0 MILES,
 DH2998'TO THE STATION ON THE NORTHEAST SIDE OF ROUTE 4.  THE STATION IS IN
 DH2998'THE CENTER OF CONCRETE SIDEWALK, THE STATION IS A CONCRETE MONUMENT
 DH2998'ENCASED WITHIN A CAST IRON HOUSING.
 DH2998' 
 DH2998'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12.96M EAST OF
 DH2998'CENTERLINE OF ROUTE 4, AND 7.60M NORTHWEST OF A STEEL TRAFFIC LIGHT
 DH2998'POST.
 DH2998' 
 DH2998'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2998'STAMPED--1470--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2999 ***********************************************************************
 DH2999  DESIGNATION -  GGN 1480
 DH2999  PID         -  DH2999
 DH2999  STATE/COUNTY-  GU/GUAM
 DH2999  USGS QUAD   -  AGANA (1968)
 DH2999
 DH2999                         *CURRENT SURVEY CONTROL
 DH2999  ___________________________________________________________________
 DH2999* NAD 83(1986)-  13 27 53.     (N)    215 14 38.     (W)     SCALED    
 DH2999* GUVD04      -        27.587  (meters)      90.51   (feet)  ADJUSTED  
 DH2999  ___________________________________________________________________
 DH2999  GEOID HEIGHT-          54.60  (meters)                     EGM96
 DH2999
 DH2999  VERT ORDER  -  FIRST     CLASS II
 DH2999
 DH2999.The horizontal coordinates were scaled from a topographic map and have
 DH2999.an estimated accuracy of +/- 6 seconds.
 DH2999
 DH2999.The orthometric height was determined by differential leveling
 DH2999.and adjusted by the National Geodetic Survey in May 2005..
 DH2999.No vertical observational check was made to the station.
 DH2999
 DH2999.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2999.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2999
 DH2999                          SUPERSEDED SURVEY CONTROL
 DH2999
 DH2999.No superseded survey control is available for this station.
 DH2999
 DH2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ570896(NAD 83)
 DH2999_MARKER: DD = SURVEY DISK
 DH2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2999_STAMPING: 1480
 DH2999_MARK LOGO: GUAMLM
 DH2999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2999+STABILITY: SURFACE MOTION
 DH2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2999+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH2999
 DH2999  HISTORY     - Date     Condition        Report By
 DH2999  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH2999
 DH2999                          STATION DESCRIPTION
 DH2999
 DH2999'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2999'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2999'OF SINAJANA.
 DH2999' 
 DH2999'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH2999'CHALAN CANTON TUTUJAN (SINAJANA), GO NORTH ON ROUTE 4 FOR 0.5 MILES TO
 DH2999'THE STATION ON THE NORTHEAST SIDE OF ROUTE 4.  THE STATION IS A
 DH2999'CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH2999' 
 DH2999'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.40M EAST OF
 DH2999'CENTERLINE OF ROUTE 4, 23.90M SOUTHEAST OF A WOODEN POWER POLE AND
 DH2999'15.20M NORTHWEST OF A CONCRETE POWER POLE (35A).
 DH2999' 
 DH2999'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH2999'STAMPED--1480--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3000 ***********************************************************************
 DH3000  DESIGNATION -  GGN 1580
 DH3000  PID         -  DH3000
 DH3000  STATE/COUNTY-  GU/GUAM
 DH3000  USGS QUAD   -  AGANA (1968)
 DH3000
 DH3000                         *CURRENT SURVEY CONTROL
 DH3000  ___________________________________________________________________
 DH3000* NAD 83(1986)-  13 28 51.     (N)    215 13 49.     (W)     SCALED    
 DH3000* GUVD04      -         3.011  (meters)       9.88   (feet)  ADJUSTED  
 DH3000  ___________________________________________________________________
 DH3000  GEOID HEIGHT-          54.65  (meters)                     EGM96
 DH3000
 DH3000  VERT ORDER  -  FIRST     CLASS II
 DH3000
 DH3000.The horizontal coordinates were scaled from a topographic map and have
 DH3000.an estimated accuracy of +/- 6 seconds.
 DH3000
 DH3000.The orthometric height was determined by differential leveling
 DH3000.and adjusted by the National Geodetic Survey in May 2005..
 DH3000.No vertical observational check was made to the station.
 DH3000
 DH3000.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3000.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3000
 DH3000                          SUPERSEDED SURVEY CONTROL
 DH3000
 DH3000.No superseded survey control is available for this station.
 DH3000
 DH3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ585914(NAD 83)
 DH3000_MARKER: DD = SURVEY DISK
 DH3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3000_STAMPING: 1580
 DH3000_MARK LOGO: GUAMLM
 DH3000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3000+STABILITY: SURFACE MOTION
 DH3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3000+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3000
 DH3000  HISTORY     - Date     Condition        Report By
 DH3000  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3000
 DH3000                          STATION DESCRIPTION
 DH3000
 DH3000'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3000'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3000'OF HAGATNA.
 DH3000' 
 DH3000'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3000'CORP DRIVE (ROUTE 1) AND ROUTE 4, GO NORTH ON ROUTE 1 FOR 1.1 MILE TO
 DH3000'THE STATION ON THE RIGHT SIDE OF ROUTE 1.
 DH3000' 
 DH3000'MONUMENT DECRIPTION AND MEASUREMENTS- THE STATION IS 6.10M SOUTHWEST
 DH3000'OF A WOODED POWER POLE (DG-24), 13.50M SOUTHEAST OF CENTERLINE OF
 DH3000'ROUTE 1 AND 13.10 NORTHWEST OF THE NORTHEAST CORNER OF THE SEARS
 DH3000'BUILDING.
 DH3000' 
 DH3000'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3000'STAMPED--1580--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3001 ***********************************************************************
 DH3001  DESIGNATION -  GGN 1604
 DH3001  PID         -  DH3001
 DH3001  STATE/COUNTY-  GU/GUAM
 DH3001  USGS QUAD   -  AGANA (1968)
 DH3001
 DH3001                         *CURRENT SURVEY CONTROL
 DH3001  ___________________________________________________________________
 DH3001* NAD 83(1986)-  13 28 41.     (N)    215 14 16.     (W)     SCALED    
 DH3001* GUVD04      -         2.709  (meters)       8.89   (feet)  ADJUSTED  
 DH3001  ___________________________________________________________________
 DH3001  GEOID HEIGHT-          54.66  (meters)                     EGM96
 DH3001
 DH3001  VERT ORDER  -  FIRST     CLASS II
 DH3001
 DH3001.The horizontal coordinates were scaled from a topographic map and have
 DH3001.an estimated accuracy of +/- 6 seconds.
 DH3001
 DH3001.The orthometric height was determined by differential leveling
 DH3001.and adjusted by the National Geodetic Survey in May 2005..
 DH3001.No vertical observational check was made to the station.
 DH3001
 DH3001.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3001.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3001
 DH3001                          SUPERSEDED SURVEY CONTROL
 DH3001
 DH3001.No superseded survey control is available for this station.
 DH3001
 DH3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ577911(NAD 83)
 DH3001_MARKER: DD = SURVEY DISK
 DH3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3001_STAMPING: 1604
 DH3001_MARK LOGO: GUAMLM
 DH3001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3001+STABILITY: SURFACE MOTION
 DH3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3001+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3001
 DH3001  HISTORY     - Date     Condition        Report By
 DH3001  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3001
 DH3001                          STATION DESCRIPTION
 DH3001
 DH3001'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3001'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3001'OF HAGATNA.
 DH3001' 
 DH3001'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3001'CORP DRIVE (ROUTE 1) AND ROUTE 30, GO SOUTH ON ROUTE 1 FOR 1.1 MILE,
 DH3001'THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.
 DH3001' 
 DH3001'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 2.92M SOUTHWEST
 DH3001'FROM A STEEL TRAFFIC SIGNAL POST, 19.90M NORTHEAST FROM A STEEL
 DH3001'TRAFFIC SIGNAL POST AND 1.00M NORTHWEST OF A CONCRETE CURB.
 DH3001' 
 DH3001'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3001'STAMPED--1604--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3002 ***********************************************************************
 DH3002  DESIGNATION -  GGN 1644
 DH3002  PID         -  DH3002
 DH3002  STATE/COUNTY-  GU/GUAM
 DH3002  USGS QUAD   -  DEDEDO (1975)
 DH3002
 DH3002                         *CURRENT SURVEY CONTROL
 DH3002  ___________________________________________________________________
 DH3002* NAD 83(1986)-  13 26 58.     (N)    215 11 49.     (W)     SCALED    
 DH3002* GUVD04      -        61.558  (meters)     201.96   (feet)  ADJUSTED  
 DH3002  ___________________________________________________________________
 DH3002  GEOID HEIGHT-          54.39  (meters)                     EGM96
 DH3002
 DH3002  VERT ORDER  -  FIRST     CLASS II
 DH3002
 DH3002.The horizontal coordinates were scaled from a topographic map and have
 DH3002.an estimated accuracy of +/- 6 seconds.
 DH3002
 DH3002.The orthometric height was determined by differential leveling
 DH3002.and adjusted by the National Geodetic Survey in May 2005..
 DH3002.No vertical observational check was made to the station.
 DH3002
 DH3002.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3002.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3002
 DH3002                          SUPERSEDED SURVEY CONTROL
 DH3002
 DH3002.No superseded survey control is available for this station.
 DH3002
 DH3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ621879(NAD 83)
 DH3002_MARKER: DD = SURVEY DISK
 DH3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3002_STAMPING: 1644
 DH3002_MARK LOGO: GUAMLM
 DH3002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3002+STABILITY: SURFACE MOTION
 DH3002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3002+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH3002
 DH3002  HISTORY     - Date     Condition        Report By
 DH3002  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH3002
 DH3002                          STATION DESCRIPTION
 DH3002
 DH3002'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3002'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3002'OF MANGILAO.
 DH3002' 
 DH3002'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM
 DH3002'VETERANS HIGHWAY (ROUTE 10) AND BMP ROAD, GO NORTH ON ROUTE 10 FOR 0.5
 DH3002'MILE, THE STATION IS ON THE RIGHT SIDE OF ROUTE 10 AND NORTHEAST
 DH3002'CORNER OF ROUTE 10 AND ROUTE 15.  THE STATION IS A CONCRETE MONUMENT
 DH3002'FLUSH WITH THE SURFACE.
 DH3002' 
 DH3002'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.00M NORTHEAST
 DH3002'OF A CONCRETE POWER POLE (TRAFFIC SIGNAL POST), 23.20M SOUTHWEST OF
 DH3002'CONCRETE POWER POLE (13-67) AND 16.90M WEST, SOUTHWEST OF A TELEPHONE
 DH3002'BOX (3-1).
 DH3002' 
 DH3002'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3002'STAMPED--1644--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3003 ***********************************************************************
 DH3003  DESIGNATION -  GGN 1650
 DH3003  PID         -  DH3003
 DH3003  STATE/COUNTY-  GU/GUAM
 DH3003  USGS QUAD   -  DEDEDO (1975)
 DH3003
 DH3003                         *CURRENT SURVEY CONTROL
 DH3003  ___________________________________________________________________
 DH3003* NAD 83(1986)-  13 26 57.     (N)    215 11 20.     (W)     SCALED    
 DH3003* GUVD04      -        75.564  (meters)     247.91   (feet)  ADJUSTED  
 DH3003  ___________________________________________________________________
 DH3003  GEOID HEIGHT-          54.36  (meters)                     EGM96
 DH3003
 DH3003  VERT ORDER  -  FIRST     CLASS II
 DH3003
 DH3003.The horizontal coordinates were scaled from a topographic map and have
 DH3003.an estimated accuracy of +/- 6 seconds.
 DH3003
 DH3003.The orthometric height was determined by differential leveling
 DH3003.and adjusted by the National Geodetic Survey in May 2005..
 DH3003.No vertical observational check was made to the station.
 DH3003
 DH3003.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3003.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3003
 DH3003                          SUPERSEDED SURVEY CONTROL
 DH3003
 DH3003.No superseded survey control is available for this station.
 DH3003
 DH3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ630878(NAD 83)
 DH3003_MARKER: DD = SURVEY DISK
 DH3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3003_STAMPING: 1650
 DH3003_MARK LOGO: GUAMLM
 DH3003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3003+STABILITY: SURFACE MOTION
 DH3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3003+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH3003
 DH3003  HISTORY     - Date     Condition        Report By
 DH3003  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH3003
 DH3003                          STATION DESCRIPTION
 DH3003
 DH3003'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3003'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3003'OF MANGILAO.
 DH3003' 
 DH3003'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM
 DH3003'VETERANS HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR 0.5
 DH3003'MILES, THE STATION IS ON THE RIGHT SIDE OF ROUTE 15 AND ON THE NORTH
 DH3003'CORNER OF CHADA STREET.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH
 DH3003'THE SURFACE.
 DH3003' 
 DH3003'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.60M EAST OF
 DH3003'CENTERLINE OF CHADA STREET, 10.80M NORTH OF A CONCRETE POWER POLE,
 DH3003'9.80M SOUTH OF CENTERLINE OF ROUTE 15.
 DH3003' 
 DH3003'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3003'STAMPED--1650--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3004 ***********************************************************************
 DH3004  DESIGNATION -  GGN 1693
 DH3004  PID         -  DH3004
 DH3004  STATE/COUNTY-  GU/GUAM
 DH3004  USGS QUAD   -  DEDEDO (1975)
 DH3004
 DH3004                         *CURRENT SURVEY CONTROL
 DH3004  ___________________________________________________________________
 DH3004* NAD 83(1986)-  13 28 53.     (N)    215 09 05.     (W)     SCALED    
 DH3004* GUVD04      -       138.205  (meters)     453.43   (feet)  ADJUSTED  
 DH3004  ___________________________________________________________________
 DH3004  GEOID HEIGHT-          54.40  (meters)                     EGM96
 DH3004
 DH3004  VERT ORDER  -  FIRST     CLASS II
 DH3004
 DH3004.The horizontal coordinates were scaled from a topographic map and have
 DH3004.an estimated accuracy of +/- 6 seconds.
 DH3004
 DH3004.The orthometric height was determined by differential leveling
 DH3004.and adjusted by the National Geodetic Survey in May 2005..
 DH3004.No vertical observational check was made to the station.
 DH3004
 DH3004.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3004.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3004
 DH3004                          SUPERSEDED SURVEY CONTROL
 DH3004
 DH3004.No superseded survey control is available for this station.
 DH3004
 DH3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ671913(NAD 83)
 DH3004_MARKER: DD = SURVEY DISK
 DH3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3004_STAMPING: 1693
 DH3004_MARK LOGO: GUAMLM
 DH3004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3004+STABILITY: SURFACE MOTION
 DH3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3004+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH3004
 DH3004  HISTORY     - Date     Condition        Report By
 DH3004  HISTORY     - 20040510 MONUMENTED       GUAMLM
 DH3004
 DH3004                          STATION DESCRIPTION
 DH3004
 DH3004'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3004'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3004'OF MANGILAO.
 DH3004' 
 DH3004'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM VETERAN
 DH3004'HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR 4.0 MILES,
 DH3004'THE STATION IS ON THE WEST SIDE OF ROUTE 15.  THE STATION IS A
 DH3004'CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3004' 
 DH3004'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 17.90M NORTH OF
 DH3004'CONCRETE POWER POLE, 36.10M SOUTH OF A CONCRETE POWER POLE AND 13.10M
 DH3004'WEST OF THE CENTERLINE OF ROUTE 15.
 DH3004' 
 DH3004'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3004'STAMPED--1693--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3005 ***********************************************************************
 DH3005  DESIGNATION -  GGN 1724
 DH3005  PID         -  DH3005
 DH3005  STATE/COUNTY-  GU/GUAM
 DH3005  USGS QUAD   -  AGANA (1968)
 DH3005
 DH3005                         *CURRENT SURVEY CONTROL
 DH3005  ___________________________________________________________________
 DH3005* NAD 83(1986)-  13 29 15.     (N)    215 12 57.     (W)     SCALED    
 DH3005* GUVD04      -        17.376  (meters)      57.01   (feet)  ADJUSTED  
 DH3005  ___________________________________________________________________
 DH3005  GEOID HEIGHT-          54.65  (meters)                     EGM96
 DH3005
 DH3005  VERT ORDER  -  FIRST     CLASS II
 DH3005
 DH3005.The horizontal coordinates were scaled from a topographic map and have
 DH3005.an estimated accuracy of +/- 6 seconds.
 DH3005
 DH3005.The orthometric height was determined by differential leveling
 DH3005.and adjusted by the National Geodetic Survey in May 2005..
 DH3005.No vertical observational check was made to the station.
 DH3005
 DH3005.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3005.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3005
 DH3005                          SUPERSEDED SURVEY CONTROL
 DH3005
 DH3005.No superseded survey control is available for this station.
 DH3005
 DH3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ601921(NAD 83)
 DH3005_MARKER: DD = SURVEY DISK
 DH3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3005_STAMPING: 1724
 DH3005_MARK LOGO: GUAMLM
 DH3005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3005+STABILITY: SURFACE MOTION
 DH3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3005+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3005
 DH3005  HISTORY     - Date     Condition        Report By
 DH3005  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3005
 DH3005                          STATION DESCRIPTION
 DH3005
 DH3005'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3005'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3005'OF TAMUNING.
 DH3005' 
 DH3005'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3005'CORP DRIVE (ROUTE 1) AND ROUTE 14B, GO SOUTH ON ROUTE 1 FOR 0.5 MILE,
 DH3005'THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.  STATION IS ON THE
 DH3005'SOUTHWEST CORNER OF ROUTE 1 AND ROUTE 14.
 DH3005' 
 DH3005'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.10M NORTHEAST
 DH3005'FROM A CONCRETE POWER POLE (PBE-10, PY-2), 26.70M SOUTHWEST FROM A
 DH3005'CONCRETE POWER POLE (SW 13-57) AND 2.60M SOUTHWEST FROM THE SOUTHWEST
 DH3005'CORNER OF A CONCRETE DRAINAGE BOX (.70M X .70M).
 DH3005' 
 DH3005'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3005'STAMPED--1724--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3006 ***********************************************************************
 DH3006  DESIGNATION -  GGN 1846
 DH3006  PID         -  DH3006
 DH3006  STATE/COUNTY-  GU/GUAM
 DH3006  USGS QUAD   -  AGANA (1968)
 DH3006
 DH3006                         *CURRENT SURVEY CONTROL
 DH3006  ___________________________________________________________________
 DH3006* NAD 83(1986)-  13 27 26.     (N)    215 14 22.     (W)     SCALED    
 DH3006* GUVD04      -        44.301  (meters)     145.34   (feet)  ADJUSTED  
 DH3006  ___________________________________________________________________
 DH3006  GEOID HEIGHT-          54.56  (meters)                     EGM96
 DH3006
 DH3006  VERT ORDER  -  FIRST     CLASS II
 DH3006
 DH3006.The horizontal coordinates were scaled from a topographic map and have
 DH3006.an estimated accuracy of +/- 6 seconds.
 DH3006
 DH3006.The orthometric height was determined by differential leveling
 DH3006.and adjusted by the National Geodetic Survey in May 2005..
 DH3006.No vertical observational check was made to the station.
 DH3006
 DH3006.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3006.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3006
 DH3006                          SUPERSEDED SURVEY CONTROL
 DH3006
 DH3006.No superseded survey control is available for this station.
 DH3006
 DH3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ575888(NAD 83)
 DH3006_MARKER: DD = SURVEY DISK
 DH3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3006_STAMPING: 1846
 DH3006_MARK LOGO: GUAMLM
 DH3006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3006+STABILITY: SURFACE MOTION
 DH3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3006+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3006
 DH3006  HISTORY     - Date     Condition        Report By
 DH3006  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3006
 DH3006                          STATION DESCRIPTION
 DH3006
 DH3006'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3006'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3006'OF SINAJANA.
 DH3006' 
 DH3006'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3006'DERO DR. (ORDOT), GO NORTH ON ROUTE 4 FOR 0.8 MILES, TO THE STATION ON
 DH3006'THE EAST SIDE OF ROUTE 4.  THE STATION IS 4 INCHES BELOW SURFACE
 DH3006'ENCASED WITH A CAST IRON HOUSING.
 DH3006' 
 DH3006'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.80M NORTHEAST
 DH3006'OF CENTERLINE OF ROUTE 4, 9.90M NORTHWEST OF CENTERLINE OF ASPHALT
 DH3006'ROAD AND 13.90M SOUTHWEST OF A WOODEN POWER POLE (PA-30-1) 11.80M
 DH3006'SOUTHEAST OF A TELEPHONE BOX (12-16).
 DH3006' 
 DH3006'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3006'STAMPED--1846--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3007 ***********************************************************************
 DH3007  DESIGNATION -  GGN 1856
 DH3007  PID         -  DH3007
 DH3007  STATE/COUNTY-  GU/GUAM
 DH3007  USGS QUAD   -  AGANA (1968)
 DH3007
 DH3007                         *CURRENT SURVEY CONTROL
 DH3007  ___________________________________________________________________
 DH3007* NAD 83(1986)-  13 26 58.     (N)    215 14 26.     (W)     SCALED    
 DH3007* GUVD04      -        40.982  (meters)     134.46   (feet)  ADJUSTED  
 DH3007  ___________________________________________________________________
 DH3007  GEOID HEIGHT-          54.52  (meters)                     EGM96
 DH3007
 DH3007  VERT ORDER  -  FIRST     CLASS II
 DH3007
 DH3007.The horizontal coordinates were scaled from a topographic map and have
 DH3007.an estimated accuracy of +/- 6 seconds.
 DH3007
 DH3007.The orthometric height was determined by differential leveling
 DH3007.and adjusted by the National Geodetic Survey in May 2005..
 DH3007.No vertical observational check was made to the station.
 DH3007
 DH3007.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3007.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3007
 DH3007                          SUPERSEDED SURVEY CONTROL
 DH3007
 DH3007.No superseded survey control is available for this station.
 DH3007
 DH3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ574879(NAD 83)
 DH3007_MARKER: DD = SURVEY DISK
 DH3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3007_STAMPING: 1856
 DH3007_MARK LOGO: GUAMLM
 DH3007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3007+STABILITY: SURFACE MOTION
 DH3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3007+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3007
 DH3007  HISTORY     - Date     Condition        Report By
 DH3007  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3007
 DH3007                          STATION DESCRIPTION
 DH3007
 DH3007'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3007'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3007'OF ORDOT.
 DH3007' 
 DH3007'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 DH3007'AND ROUTE 4, GO SOUTH ON ROUTE 4 FOR 2.0 MILES TO THE STATION ON THE
 DH3007'WEST SIDE OF ROUTE 4.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH
 DH3007'THE SURFACE.
 DH3007' 
 DH3007'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.70M SOUTHWEST
 DH3007'OF CENTERLINE OF ROUTE 4, 7.20M SOUTHEAST CENTERLINE OF A PAVED ROAD,
 DH3007'AND 20.20M SOUTHEAST OF A CONCRETE POWER POLE (PA-49).
 DH3007' 
 DH3007'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3007'STAMPED--1856--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3098 ***********************************************************************
 DH3098  DESIGNATION -  GGN 1884
 DH3098  PID         -  DH3098
 DH3098  STATE/COUNTY-  GU/GUAM
 DH3098  USGS QUAD   -  AGANA (1968)
 DH3098
 DH3098                         *CURRENT SURVEY CONTROL
 DH3098  ___________________________________________________________________
 DH3098* NAD 83(1986)-  13 28 42.     (N)    215 16 14.     (W)     SCALED    
 DH3098* GUVD04      -         4.216  (meters)      13.83   (feet)  ADJUSTED  
 DH3098  ___________________________________________________________________
 DH3098  GEOID HEIGHT-          54.73  (meters)                     EGM96
 DH3098
 DH3098  VERT ORDER  -  FIRST     CLASS II
 DH3098
 DH3098.The horizontal coordinates were scaled from a topographic map and have
 DH3098.an estimated accuracy of +/- 6 seconds.
 DH3098
 DH3098.The orthometric height was determined by differential leveling
 DH3098.and adjusted by the National Geodetic Survey in May 2005..
 DH3098.No vertical observational check was made to the station.
 DH3098
 DH3098.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3098.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3098
 DH3098                          SUPERSEDED SURVEY CONTROL
 DH3098
 DH3098.No superseded survey control is available for this station.
 DH3098
 DH3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ542911(NAD 83)
 DH3098_MARKER: DD = SURVEY DISK
 DH3098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3098_SP_SET: WALK PATH
 DH3098_STAMPING: 1884
 DH3098_MARK LOGO: GUAMLM
 DH3098_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3098+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3098
 DH3098  HISTORY     - Date     Condition        Report By
 DH3098  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3098
 DH3098                          STATION DESCRIPTION
 DH3098
 DH3098'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3098'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3098'OF HAGATNA.
 DH3098' 
 DH3098'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3098'CORP DRIVE (ROUTE 1) AND ROUTE 6, SOUTH TURN RIGHT INTO THE RICARDO J
 DH3098'BORDALLO GOVERNOR'S COMPLEX.  THE STATION IS ON THE NORTHWEST SIDE OF
 DH3098'COMPLEX FROM THE INTERSECTION OF ROUTE 1 AND ROUTE 6.  THE STATION IS
 DH3098'IN CENTER OF CONCRETE WALK PATH.
 DH3098' 
 DH3098'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 19.40M SOUTHWEST
 DH3098'FROM THE SOUTHWEST CORNER OF STATUS PLATFORM, 14.50M SOUTHEAST FROM A
 DH3098'CONCRETE POWER POLE (PPM 55A) AND 16.40M NORTH EAST FROM A CONCRETE
 DH3098'POWER POLE.
 DH3098' 
 DH3098'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3098'STAMPED--1884--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3008 ***********************************************************************
 DH3008  DESIGNATION -  GGN 1885
 DH3008  PID         -  DH3008
 DH3008  STATE/COUNTY-  GU/GUAM
 DH3008  USGS QUAD   -  AGANA (1968)
 DH3008
 DH3008                         *CURRENT SURVEY CONTROL
 DH3008  ___________________________________________________________________
 DH3008* NAD 83(1986)-  13 28 40.     (N)    215 16 26.     (W)     SCALED    
 DH3008* GUVD04      -         5.748  (meters)      18.86   (feet)  ADJUSTED  
 DH3008  ___________________________________________________________________
 DH3008  GEOID HEIGHT-          54.73  (meters)                     EGM96
 DH3008
 DH3008  VERT ORDER  -  FIRST     CLASS II
 DH3008
 DH3008.The horizontal coordinates were scaled from a topographic map and have
 DH3008.an estimated accuracy of +/- 6 seconds.
 DH3008
 DH3008.The orthometric height was determined by differential leveling
 DH3008.and adjusted by the National Geodetic Survey in May 2005..
 DH3008.No vertical observational check was made to the station.
 DH3008
 DH3008.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3008.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3008
 DH3008                          SUPERSEDED SURVEY CONTROL
 DH3008
 DH3008.No superseded survey control is available for this station.
 DH3008
 DH3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ538911(NAD 83)
 DH3008_MARKER: DD = SURVEY DISK
 DH3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3008_STAMPING: 1885
 DH3008_MARK LOGO: GUAMLM
 DH3008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3008+STABILITY: SURFACE MOTION
 DH3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3008+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3008
 DH3008  HISTORY     - Date     Condition        Report By
 DH3008  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3008
 DH3008                          STATION DESCRIPTION
 DH3008
 DH3008'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3008'GENERAL STATION LOCATION- THE STATION IF LOCATED IN THE MUNICIPALITY
 DH3008'OF HAGATNA.
 DH3008' 
 DH3008'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3008'DRIVE CROP (ROUTE 1) AND ROUTE 6, GO WEST ON MARINE DRIVE CROP (ROUTE
 DH3008'1) FOR 0.2 MILES, TO THE STATION ON THE LEFT SIDE OF MARINE DRIVE CROP
 DH3008'(ROUTE 1).  THE STATION IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3008'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.50M SOUTH OF
 DH3008'CENTERLINE OF MARINE DRIVE CROP (ROUTE 1), 10.50M WEST OF A CONCRETE
 DH3008'POWER POLE (HPH-089, DD-85, KF-88), AND 1.40M NORTH OF A CONCRETE
 DH3008'WALL.
 DH3008' 
 DH3008'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3008'STAMPED--1885--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3009 ***********************************************************************
 DH3009  DESIGNATION -  GGN 1893
 DH3009  PID         -  DH3009
 DH3009  STATE/COUNTY-  GU/GUAM
 DH3009  USGS QUAD   -  AGANA (1968)
 DH3009
 DH3009                         *CURRENT SURVEY CONTROL
 DH3009  ___________________________________________________________________
 DH3009* NAD 83(1986)-  13 28 23.     (N)    215 16 58.     (W)     SCALED    
 DH3009* GUVD04      -         4.090  (meters)      13.42   (feet)  ADJUSTED  
 DH3009  ___________________________________________________________________
 DH3009  GEOID HEIGHT-          54.73  (meters)                     EGM96
 DH3009
 DH3009  VERT ORDER  -  FIRST     CLASS II
 DH3009
 DH3009.The horizontal coordinates were scaled from a topographic map and have
 DH3009.an estimated accuracy of +/- 6 seconds.
 DH3009
 DH3009.The orthometric height was determined by differential leveling
 DH3009.and adjusted by the National Geodetic Survey in May 2005..
 DH3009.No vertical observational check was made to the station.
 DH3009
 DH3009.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3009.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3009
 DH3009                          SUPERSEDED SURVEY CONTROL
 DH3009
 DH3009.No superseded survey control is available for this station.
 DH3009
 DH3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ528905(NAD 83)
 DH3009_MARKER: DD = SURVEY DISK
 DH3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3009_STAMPING: 1893
 DH3009_MARK LOGO: GUAMLM
 DH3009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3009+STABILITY: SURFACE MOTION
 DH3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3009+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3009
 DH3009  HISTORY     - Date     Condition        Report By
 DH3009  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3009
 DH3009                          STATION DESCRIPTION
 DH3009
 DH3009'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3009'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3009'OF PITI.
 DH3009' 
 DH3009'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3009'DRIVE CROP (ROUTE 1) AND ROUTE 6, GO WEST ON MARINE DRIVE CROP (ROUTE
 DH3009'1) FOR 0.9 MILES, TO THE STATION ON THE RIGHT SIDE OF MARINE DRIVE
 DH3009'CROP (ROUTE 1).  THE STATION IS NORTHEAST, EAST OF A PINK CONCRETE
 DH3009'HOUSE.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3009' 
 DH3009'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 16.80M SOUTHWEST
 DH3009'OF A CONCRETE POWER POLE (DL-65), 14.70M NORTHWEST OF CENTERLINE OF
 DH3009'MARINE DRIVE CROP (ROUTE 1), AND 17.80M NORTHEAST OF A CONCRETE STORM
 DH3009'DRAINAGE BOX (2.40M X 2.40M) FROM THE NORTHEAST CORNER.
 DH3009' 
 DH3009'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3009'STAMPED--1893--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3089 ***********************************************************************
 DH3089  DESIGNATION -  GGN 1896
 DH3089  PID         -  DH3089
 DH3089  STATE/COUNTY-  GU/GUAM
 DH3089  USGS QUAD   -  AGANA (1968)
 DH3089
 DH3089                         *CURRENT SURVEY CONTROL
 DH3089  ___________________________________________________________________
 DH3089* NAD 83(1986)-  13 28 17.     (N)    215 17 29.     (W)     SCALED    
 DH3089* GUVD04      -         5.546  (meters)      18.20   (feet)  ADJUSTED  
 DH3089  ___________________________________________________________________
 DH3089  GEOID HEIGHT-          54.73  (meters)                     EGM96
 DH3089
 DH3089  VERT ORDER  -  FIRST     CLASS II
 DH3089
 DH3089.The horizontal coordinates were scaled from a topographic map and have
 DH3089.an estimated accuracy of +/- 6 seconds.
 DH3089
 DH3089.The orthometric height was determined by differential leveling
 DH3089.and adjusted by the National Geodetic Survey in May 2005..
 DH3089.No vertical observational check was made to the station.
 DH3089
 DH3089.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3089.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3089
 DH3089                          SUPERSEDED SURVEY CONTROL
 DH3089
 DH3089.No superseded survey control is available for this station.
 DH3089
 DH3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ519904(NAD 83)
 DH3089_MARKER: DD = SURVEY DISK
 DH3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3089_STAMPING: 1896
 DH3089_MARK LOGO: GUAMLM
 DH3089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3089+STABILITY: SURFACE MOTION
 DH3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3089+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3089
 DH3089  HISTORY     - Date     Condition        Report By
 DH3089  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3089
 DH3089                          STATION DESCRIPTION
 DH3089
 DH3089'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3089'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3089'OF PITI.
 DH3089' 
 DH3089'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3089'DRIVE CROP (ROUTE 1) AND ROUTE 6, GO WEST ON MARINE DRIVE CROP (ROUTE
 DH3089'1) FOR 1.5 MILES, TO THE STATION ON THE LEFT SIDE OF MARINE DRIVE CROP
 DH3089'(ROUTE 1).  THE STATION IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3089'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.40M NORTHEAST
 DH3089'OF A CONCRETE POWER POLE (HPH-047, DD-44, KF-46), 13.10M SOUTH OF
 DH3089'CENTERLINE OF MARINE DRIVE CROP (ROUTE 1), AND 2.30M SOUTHWEST OF A
 DH3089'CONCRETE SEWER BOX (1.50M X 1.50M) AT THE SOUTHWEST CORNER.
 DH3089' 
 DH3089'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3089'STAMPED--1896--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3010 ***********************************************************************
 DH3010  DESIGNATION -  GGN 1931
 DH3010  PID         -  DH3010
 DH3010  STATE/COUNTY-  GU/GUAM
 DH3010  USGS QUAD   -  AGANA (1968)
 DH3010
 DH3010                         *CURRENT SURVEY CONTROL
 DH3010  ___________________________________________________________________
 DH3010* NAD 83(1986)-  13 28 06.     (N)    215 17 48.     (W)     SCALED    
 DH3010* GUVD04      -         2.631  (meters)       8.63   (feet)  ADJUSTED  
 DH3010  ___________________________________________________________________
 DH3010  GEOID HEIGHT-          54.73  (meters)                     EGM96
 DH3010
 DH3010  VERT ORDER  -  FIRST     CLASS II
 DH3010
 DH3010.The horizontal coordinates were scaled from a topographic map and have
 DH3010.an estimated accuracy of +/- 6 seconds.
 DH3010
 DH3010.The orthometric height was determined by differential leveling
 DH3010.and adjusted by the National Geodetic Survey in May 2005..
 DH3010.No vertical observational check was made to the station.
 DH3010
 DH3010.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3010.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3010
 DH3010                          SUPERSEDED SURVEY CONTROL
 DH3010
 DH3010.No superseded survey control is available for this station.
 DH3010
 DH3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ513900(NAD 83)
 DH3010_MARKER: DD = SURVEY DISK
 DH3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3010_STAMPING: 1931
 DH3010_MARK LOGO: GUAMLM
 DH3010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3010+STABILITY: SURFACE MOTION
 DH3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3010+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3010
 DH3010  HISTORY     - Date     Condition        Report By
 DH3010  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3010
 DH3010                          STATION DESCRIPTION
 DH3010
 DH3010'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3010'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3010'OF PITI.
 DH3010' 
 DH3010'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3010'DRIVE CROP (ROUTE 1) AND ROUTE 6, GO WEST ON MARINE DRIVE CROP (ROUTE
 DH3010'1) FOR 1.9 MILES, TO THE STATION ON THE LEFT SIDE OF MARINE DRIVE CROP
 DH3010'(ROUTE 1).  THE STATION IS AT THE NORTHEAST CORNER OF CHALAN J.R.
 DH3010'ROBERTO.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3010' 
 DH3010'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.30M NORTHEAST
 DH3010'OF A CONCRETE POWER POLE, 13.50M SOUTHEAST OF CENTERLINE OF MARINE
 DH3010'DRIVE CROP (ROUTE 1), AND 6.10M NORTHEAST OF CENTERLINE OF CHALAN J.R.
 DH3010'ROBERTO.
 DH3010' 
 DH3010'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3010'STAMPED--1931--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3011 ***********************************************************************
 DH3011  DESIGNATION -  GGN 1939
 DH3011  PID         -  DH3011
 DH3011  STATE/COUNTY-  GU/GUAM
 DH3011  USGS QUAD   -  APRA HARBOR (1975)
 DH3011
 DH3011                         *CURRENT SURVEY CONTROL
 DH3011  ___________________________________________________________________
 DH3011* NAD 83(1986)-  13 27 11.     (N)    215 18 46.     (W)     SCALED    
 DH3011* GUVD04      -         3.777  (meters)      12.39   (feet)  ADJUSTED  
 DH3011  ___________________________________________________________________
 DH3011  GEOID HEIGHT-          54.68  (meters)                     EGM96
 DH3011
 DH3011  VERT ORDER  -  FIRST     CLASS II
 DH3011
 DH3011.The horizontal coordinates were scaled from a topographic map and have
 DH3011.an estimated accuracy of +/- 6 seconds.
 DH3011
 DH3011.The orthometric height was determined by differential leveling
 DH3011.and adjusted by the National Geodetic Survey in May 2005..
 DH3011.No vertical observational check was made to the station.
 DH3011
 DH3011.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3011.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3011
 DH3011                          SUPERSEDED SURVEY CONTROL
 DH3011
 DH3011.No superseded survey control is available for this station.
 DH3011
 DH3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ496884(NAD 83)
 DH3011_MARKER: DD = SURVEY DISK
 DH3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3011_STAMPING: 1939
 DH3011_MARK LOGO: GUAMLM
 DH3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3011+STABILITY: SURFACE MOTION
 DH3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3011+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3011
 DH3011  HISTORY     - Date     Condition        Report By
 DH3011  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3011
 DH3011                          STATION DESCRIPTION
 DH3011
 DH3011'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3011'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3011'OF PITI.
 DH3011' 
 DH3011'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3011'MARINE CORP DRIVE (ROUTE 1) AND ROUTE 11 GO SOUTH / SOUTHWEST ON
 DH3011'MARINE CORP DRIVE (ROUTE 1) FOR 0.7 MILES TO THE SOUTHEAST CORNER OF
 DH3011'CHAIN LINK FENCE.  WHICH HOUSE THE SUPPLY DEPARTMENT FUEL DIVISION.
 DH3011'THE MARK IS ON WEST SIDE OF MARINE CORP DRIVE (ROUTE 1).  THE MARK IS
 DH3011'4 INCHES BELOW SURFACE OF GROUND, CONCRETE MONUMENT ENCASED WITH A
 DH3011'CAST IRON CASING.
 DH3011' 
 DH3011'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.24 METER EAST
 DH3011'OF CENTERLINE OF MARINE CORP DRIVE (ROUTE 1), 19.4 METER NORTHEAST OF
 DH3011'CONCRETE POWER POLE (I-DA - 24, KD-25), AND 2.0 METER WEST OF
 DH3011'SOUTHEAST CORNER OF CHAIN LINK FENCE POST.
 DH3011' 
 DH3011'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3011'STAMPED--1939--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3012 ***********************************************************************
 DH3012  DESIGNATION -  GGN 1943
 DH3012  PID         -  DH3012
 DH3012  STATE/COUNTY-  GU/GUAM
 DH3012  USGS QUAD   -  APRA HARBOR (1975)
 DH3012
 DH3012                         *CURRENT SURVEY CONTROL
 DH3012  ___________________________________________________________________
 DH3012* NAD 83(1986)-  13 26 21.     (N)    215 19 11.     (W)     SCALED    
 DH3012* GUVD04      -         3.744  (meters)      12.28   (feet)  ADJUSTED  
 DH3012  ___________________________________________________________________
 DH3012  GEOID HEIGHT-          54.62  (meters)                     EGM96
 DH3012
 DH3012  VERT ORDER  -  FIRST     CLASS II
 DH3012
 DH3012.The horizontal coordinates were scaled from a topographic map and have
 DH3012.an estimated accuracy of +/- 6 seconds.
 DH3012
 DH3012.The orthometric height was determined by differential leveling
 DH3012.and adjusted by the National Geodetic Survey in May 2005..
 DH3012.No vertical observational check was made to the station.
 DH3012
 DH3012.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3012.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3012
 DH3012                          SUPERSEDED SURVEY CONTROL
 DH3012
 DH3012.No superseded survey control is available for this station.
 DH3012
 DH3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ488868(NAD 83)
 DH3012_MARKER: DD = SURVEY DISK
 DH3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3012_STAMPING: 1943
 DH3012_MARK LOGO: GUAMLM
 DH3012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3012+STABILITY: SURFACE MOTION
 DH3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3012+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3012
 DH3012  HISTORY     - Date     Condition        Report By
 DH3012  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3012
 DH3012                          STATION DESCRIPTION
 DH3012
 DH3012'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3012'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3012'OF PITI.
 DH3012' 
 DH3012'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3012'ROUTE 1 AND ROUTE 11, GO SOUTH ON ROUTE 1 FOR 1.7 MILES.  NORTHWEST OF
 DH3012'INTERSECTION OF ROUTE 1 AND POLARIS POINT.  THE MARK IS ON WEST SIDE
 DH3012'OF ROUTE 1.  THE MARK IS A CONCRETE MONUMENT FLUSH WITH SURFACE OF
 DH3012'GROUND.
 DH3012' 
 DH3012'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 19M EAST OF
 DH3012'CENTERLINE OF ROUTE 1, 1.9M SOUTHWEST CORNER OF A STEEL POST 4.30M X
 DH3012'4.30M CHAIN LIKE FENCE, AND 11.10M SOUTH OF CONCRETE POWER POLE
 DH3012'(I-DA-56, KD-57).  THE MARK IS A CONCRETE MONUMENT FLUSH WITH SURFACE
 DH3012'OF GROUND.
 DH3012' 
 DH3012'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3012'STAMPED--1943--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3013 ***********************************************************************
 DH3013  DESIGNATION -  GGN 1944
 DH3013  PID         -  DH3013
 DH3013  STATE/COUNTY-  GU/GUAM
 DH3013  USGS QUAD   -  APRA HARBOR (1975)
 DH3013
 DH3013                         *CURRENT SURVEY CONTROL
 DH3013  ___________________________________________________________________
 DH3013* NAD 83(1986)-  13 25 44.     (N)    215 19 18.     (W)     SCALED    
 DH3013* GUVD04      -         7.591  (meters)      24.90   (feet)  ADJUSTED  
 DH3013  ___________________________________________________________________
 DH3013  GEOID HEIGHT-          54.57  (meters)                     EGM96
 DH3013
 DH3013  VERT ORDER  -  FIRST     CLASS II
 DH3013
 DH3013.The horizontal coordinates were scaled from a topographic map and have
 DH3013.an estimated accuracy of +/- 6 seconds.
 DH3013
 DH3013.The orthometric height was determined by differential leveling
 DH3013.and adjusted by the National Geodetic Survey in May 2005..
 DH3013.No vertical observational check was made to the station.
 DH3013
 DH3013.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3013.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3013
 DH3013                          SUPERSEDED SURVEY CONTROL
 DH3013
 DH3013.No superseded survey control is available for this station.
 DH3013
 DH3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ486857(NAD 83)
 DH3013_MARKER: DD = SURVEY DISK
 DH3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3013_STAMPING: 1944
 DH3013_MARK LOGO: GUAMLM
 DH3013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3013+STABILITY: SURFACE MOTION
 DH3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3013+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3013
 DH3013  HISTORY     - Date     Condition        Report By
 DH3013  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3013
 DH3013                          STATION DESCRIPTION
 DH3013
 DH3013'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3013'GENERAL STATION LOCATION- THE LOCATION IS LOCATED IN THE MUNICIPALITY
 DH3013'OF PITI.
 DH3013' 
 DH3013'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3013'ROUTE 1 AND POLARIS POINT, GO SOUTH ON ROUTE 1 FOR 0.7 MILES.  THE
 DH3013'MARK IS ON EAST SIDE OF ROUTE 1.  THE MARK IS A CONCRETE MONUMENT 4
 DH3013'INCHES BELOW THE SURFACE OF GROUND, ENCASED WITHIN A CAST IRON
 DH3013'HOUSING.
 DH3013' 
 DH3013'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12M WEST OF
 DH3013'CENTERLINE OF ROUTE 1, 13.20M SOUTHEAST OF A STEEL POWER POLE AND
 DH3013'4.30M NORTHWEST FROM THE NORTHWEST CORNER OF CONCRETE SEWER MAN HOLE
 DH3013'BOX.  THE MARK IS A CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF
 DH3013'GROUND, ENCASED WITHIN A CAST IRON HOUSING.
 DH3013' 
 DH3013'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK STAMPED--1944-,
 DH3013'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3014 ***********************************************************************
 DH3014  DESIGNATION -  GGN 1953
 DH3014  PID         -  DH3014
 DH3014  STATE/COUNTY-  GU/GUAM
 DH3014  USGS QUAD   -  TALOFOFO (1975)
 DH3014
 DH3014                         *CURRENT SURVEY CONTROL
 DH3014  ___________________________________________________________________
 DH3014* NAD 83(1986)-  13 23 39.     (N)    215 13 47.     (W)     SCALED    
 DH3014* GUVD04      -         2.674  (meters)       8.77   (feet)  ADJUSTED  
 DH3014  ___________________________________________________________________
 DH3014  GEOID HEIGHT-          54.13  (meters)                     EGM96
 DH3014
 DH3014  VERT ORDER  -  FIRST     CLASS II
 DH3014
 DH3014.The horizontal coordinates were scaled from a topographic map and have
 DH3014.an estimated accuracy of +/- 6 seconds.
 DH3014
 DH3014.The orthometric height was determined by differential leveling
 DH3014.and adjusted by the National Geodetic Survey in May 2005..
 DH3014
 DH3014.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3014.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3014
 DH3014                          SUPERSEDED SURVEY CONTROL
 DH3014
 DH3014.No superseded survey control is available for this station.
 DH3014
 DH3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ585818(NAD 83)
 DH3014_MARKER: DD = SURVEY DISK
 DH3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3014_STAMPING: 1953
 DH3014_MARK LOGO: GUAMLM
 DH3014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3014+STABILITY: SURFACE MOTION
 DH3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3014+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3014
 DH3014  HISTORY     - Date     Condition        Report By
 DH3014  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3014
 DH3014                          STATION DESCRIPTION
 DH3014
 DH3014'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3014'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3014'OF YONA.
 DH3014' 
 DH3014'TO REACH NARRATIVE- TO REACH THE STATION FROM SAINT FRANCIS CHURCH IN
 DH3014'THE VILLAGE OF YONA, GO SOUTH ON ROUTE 4 FOR 1.9 MILES, TO THE STATION
 DH3014'ON THE WEST SIDE OF ROUTE 4.  THE STATION IS A CONCRETE MONUMENT FLUSH
 DH3014'WITH THE SURFACE.
 DH3014' 
 DH3014'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.10M WEST OF
 DH3014'CENTERLINE OF ROUTE 4, 32.70M NORTH OF THE WEST, NORTHWEST CORNER OF A
 DH3014'CONCRETE BRIDGE (YLIG) AND 15.40 WEST OF A TELEPHONE BOX.
 DH3014' 
 DH3014'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3014'STAMPED--1953--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3015 ***********************************************************************
 DH3015  DESIGNATION -  GGN 1954
 DH3015  PID         -  DH3015
 DH3015  STATE/COUNTY-  GU/GUAM
 DH3015  USGS QUAD   -  TALOFOFO (1975)
 DH3015
 DH3015                         *CURRENT SURVEY CONTROL
 DH3015  ___________________________________________________________________
 DH3015* NAD 83(1986)-  13 23 27.     (N)    215 13 44.     (W)     SCALED    
 DH3015* GUVD04      -        21.811  (meters)      71.56   (feet)  ADJUSTED  
 DH3015  ___________________________________________________________________
 DH3015  GEOID HEIGHT-          54.11  (meters)                     EGM96
 DH3015
 DH3015  VERT ORDER  -  FIRST     CLASS II
 DH3015
 DH3015.The horizontal coordinates were scaled from a topographic map and have
 DH3015.an estimated accuracy of +/- 6 seconds.
 DH3015
 DH3015.The orthometric height was determined by differential leveling
 DH3015.and adjusted by the National Geodetic Survey in May 2005..
 DH3015
 DH3015.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3015.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3015
 DH3015                          SUPERSEDED SURVEY CONTROL
 DH3015
 DH3015.No superseded survey control is available for this station.
 DH3015
 DH3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ586814(NAD 83)
 DH3015_MARKER: DD = SURVEY DISK
 DH3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3015_STAMPING: 1954
 DH3015_MARK LOGO: GUAMLM
 DH3015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3015+STABILITY: SURFACE MOTION
 DH3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3015+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3015
 DH3015  HISTORY     - Date     Condition        Report By
 DH3015  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3015
 DH3015                          STATION DESCRIPTION
 DH3015
 DH3015'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3015'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3015'OF YONA.
 DH3015' 
 DH3015'TO REACH NARRATIVE- TO REACH THE STATION FROM SAINT FRANCIS CHURCH IN
 DH3015'THE VILLAGE OF YONA, GO SOUTH ON ROUTE 4 FOR 1.9 MILES, TO THE STATION
 DH3015'ON THE EAST SIDE OF ROUTE 4.  THE STATION IS A CONCRETE MONUMENT FLUSH
 DH3015'WITH THE SURFACE.
 DH3015' 
 DH3015'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.10M EAST OF
 DH3015'CENTERLINE OF ROUTE 4, 11.20M NORTHWEST OF A CONCRETE POWER POLE.
 DH3015' 
 DH3015'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3015'STAMPED--1954--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3069 ***********************************************************************
 DH3069  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3069  DESIGNATION -  GGN 1962
 DH3069  PID         -  DH3069
 DH3069  STATE/COUNTY-  GU/GUAM
 DH3069  USGS QUAD   -  TALOFOFO (1975)
 DH3069
 DH3069                         *CURRENT SURVEY CONTROL
 DH3069  ___________________________________________________________________
 DH3069* NAD 83(1993)-  13 22 54.50512(N)    215 14 14.15722(W)     ADJUSTED  
 DH3069* GUVD04      -       100.30   (meters)     329.1    (feet)  GPS OBS   
 DH3069  ___________________________________________________________________
 DH3069  EPOCH DATE  -        2004.00
 DH3069  X           -  -5,069,060.887 (meters)                     COMP
 DH3069  Y           -   3,580,768.996 (meters)                     COMP
 DH3069  Z           -   1,466,566.408 (meters)                     COMP
 DH3069  ELLIP HEIGHT-         154.07  (meters)          (06/10/05) GPS OBS
 DH3069  GEOID HEIGHT-          54.07  (meters)                     EGM96
 DH3069
 DH3069  HORZ ORDER  -  B
 DH3069  ELLP ORDER  -  THIRD     CLASS II
 DH3069
 DH3069.The horizontal coordinates were established by GPS observations
 DH3069.and adjusted by the National Geodetic Survey in June 2005..
 DH3069.The horizontal coordinates are valid at the epoch date displayed above.
 DH3069.The epoch date for horizontal control is a decimal equivalence
 DH3069.of Year/Month/Day.
 DH3069
 DH3069.The orthometric height was determined by GPS observations and a
 DH3069.high-resolution geoid model using precise GPS observation and
 DH3069.processing techniques.
 DH3069
 DH3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3069
 DH3069.The ellipsoidal height was determined by GPS observations
 DH3069.and is referenced to NAD 83.
 DH3069
 DH3069.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3069.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3069
 DH3069;                    North         East     Units Scale Factor Converg.
 DH3069;UTM  55      - 1,480,454.163   257,708.719   MT  1.00032626   -0 31 05.0
 DH3069
 DH3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3069!UTM  55      -   0.99997577  x   1.00032626  =   1.00030202
 DH3069
 DH3069                          SUPERSEDED SURVEY CONTROL
 DH3069
 DH3069.No superseded survey control is available for this station.
 DH3069
 DH3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5770980454(NAD 83)
 DH3069_MARKER: DD = SURVEY DISK
 DH3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3069_STAMPING: 1962
 DH3069_MARK LOGO: GUGS  
 DH3069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3069+STABILITY: SURFACE MOTION
 DH3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3069+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 DH3069
 DH3069  HISTORY     - Date     Condition        Report By
 DH3069  HISTORY     - 1993     MONUMENTED       GUGS
 DH3069  HISTORY     - 20040603 GOOD             GUAMLM
 DH3069
 DH3069                          STATION DESCRIPTION
 DH3069
 DH3069'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 DH3069'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3069'OF YONA.
 DH3069' 
 DH3069'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3069'AND ROUTE 17, GO EAST ON ROUTE 17 FOR 0.9 MILE, TO THE STATION ON THE
 DH3069'RIGHT SIDE OF ROUTE 17.
 DH3069' 
 DH3069'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 21.00M SOUTHWEST
 DH3069'FROM A CONCRETE POWER POLE, 16.30M NORTHEAST FROM A TELEPHONE BOX
 DH3069'(93-4) AND 11.30M NORTHWEST OF CENTERLINE OF ROUTE 17.
 DH3069' 
 DH3069'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3069'STAMPED--1962--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3070 ***********************************************************************
 DH3070  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3070  DESIGNATION -  GGN 1969
 DH3070  PID         -  DH3070
 DH3070  STATE/COUNTY-  GU/GUAM
 DH3070  USGS QUAD   -  AGANA (1968)
 DH3070
 DH3070                         *CURRENT SURVEY CONTROL
 DH3070  ___________________________________________________________________
 DH3070* NAD 83(1993)-  13 25 08.40752(N)    215 15 17.30559(W)     ADJUSTED  
 DH3070* GUVD04      -       130.54   (meters)     428.3    (feet)  GPS OBS   
 DH3070  ___________________________________________________________________
 DH3070  EPOCH DATE  -        2004.00
 DH3070  X           -  -5,067,209.820 (meters)                     COMP
 DH3070  Y           -   3,581,787.359 (meters)                     COMP
 DH3070  Z           -   1,470,576.587 (meters)                     COMP
 DH3070  ELLIP HEIGHT-         184.56  (meters)          (06/10/05) GPS OBS
 DH3070  GEOID HEIGHT-          54.38  (meters)                     EGM96
 DH3070
 DH3070  HORZ ORDER  -  B
 DH3070  ELLP ORDER  -  THIRD     CLASS II
 DH3070
 DH3070.The horizontal coordinates were established by GPS observations
 DH3070.and adjusted by the National Geodetic Survey in June 2005..
 DH3070.The horizontal coordinates are valid at the epoch date displayed above.
 DH3070.The epoch date for horizontal control is a decimal equivalence
 DH3070.of Year/Month/Day.
 DH3070
 DH3070.The orthometric height was determined by GPS observations and a
 DH3070.high-resolution geoid model using precise GPS observation and
 DH3070.processing techniques.
 DH3070
 DH3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3070
 DH3070.The ellipsoidal height was determined by GPS observations
 DH3070.and is referenced to NAD 83.
 DH3070
 DH3070.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3070.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3070
 DH3070;                    North         East     Units Scale Factor Converg.
 DH3070;UTM  55      - 1,484,587.674   255,845.725   MT  1.00033747   -0 31 24.7
 DH3070
 DH3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3070!UTM  55      -   0.99997098  x   1.00033747  =   1.00030844
 DH3070
 DH3070                          SUPERSEDED SURVEY CONTROL
 DH3070
 DH3070.No superseded survey control is available for this station.
 DH3070
 DH3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5584684588(NAD 83)
 DH3070_MARKER: DD = SURVEY DISK
 DH3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3070_STAMPING: 1969
 DH3070_MARK LOGO: GUGS  
 DH3070_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3070+STABILITY: SURFACE MOTION
 DH3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3070+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 DH3070
 DH3070  HISTORY     - Date     Condition        Report By
 DH3070  HISTORY     - 1993     MONUMENTED       GUGS
 DH3070  HISTORY     - 20040603 GOOD             GUAMLM
 DH3070
 DH3070                          STATION DESCRIPTION
 DH3070
 DH3070'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 DH3070'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3070'OF YONA.
 DH3070' 
 DH3070'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3070'AND DERO DRIVE, GO WEST ON DERO DRIVE FOR 0.5 MILE TO THE Y JUNCTION,
 DH3070'TURN LEFT TO LEO PALACE RESORT, ON ACCESS ROAD TO LEO PALACE RESORT,
 DH3070'GO FOR 2.5 MILE TURN LEFT PRIOR TO ENTRANCE TO RESORT.  STATION ON
 DH3070'RIGHT SIDE OF ACCESS ROAD.
 DH3070' 
 DH3070'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 16.20M SOUTHEAST
 DH3070'FROM A TELEPHONE BOX, 15.90M SOUTHEAST FROM CENTER OF SEWER MAN HOLE
 DH3070'COVER (.60M DIA).
 DH3070' 
 DH3070'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3070'STAMPED--1969--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3016 ***********************************************************************
 DH3016  DESIGNATION -  GGN 2171
 DH3016  PID         -  DH3016
 DH3016  STATE/COUNTY-  GU/GUAM
 DH3016  USGS QUAD   -  AGANA (1968)
 DH3016
 DH3016                         *CURRENT SURVEY CONTROL
 DH3016  ___________________________________________________________________
 DH3016* NAD 83(1986)-  13 26 13.     (N)    215 12 38.     (W)     SCALED    
 DH3016* GUVD04      -        43.233  (meters)     141.84   (feet)  ADJUSTED  
 DH3016  ___________________________________________________________________
 DH3016  GEOID HEIGHT-          54.36  (meters)                     EGM96
 DH3016
 DH3016  VERT ORDER  -  FIRST     CLASS II
 DH3016
 DH3016.The horizontal coordinates were scaled from a topographic map and have
 DH3016.an estimated accuracy of +/- 6 seconds.
 DH3016
 DH3016.The orthometric height was determined by differential leveling
 DH3016.and adjusted by the National Geodetic Survey in May 2005..
 DH3016.No vertical observational check was made to the station.
 DH3016
 DH3016.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3016.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3016
 DH3016                          SUPERSEDED SURVEY CONTROL
 DH3016
 DH3016.No superseded survey control is available for this station.
 DH3016
 DH3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ606865(NAD 83)
 DH3016_MARKER: DD = SURVEY DISK
 DH3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3016_STAMPING: 2171
 DH3016_MARK LOGO: GUAMLM
 DH3016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3016+STABILITY: SURFACE MOTION
 DH3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3016+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3016
 DH3016  HISTORY     - Date     Condition        Report By
 DH3016  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3016
 DH3016                          STATION DESCRIPTION
 DH3016
 DH3016'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3016'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3016'OF MANGILAO.
 DH3016' 
 DH3016'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF VIETNAM
 DH3016'VETERANS HIGHWAY (ROUTE 10) AND UNIVSALITY DRIVE, GO WEST ON VIETNAM
 DH3016'VETERANS HIGHWAY (ROUTE 10) FOR 0.6 MILES, TO THE STATION ON THE SOUTH
 DH3016'SIDE OF ROUTE 10.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH THE
 DH3016'SURFACE.
 DH3016' 
 DH3016'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12.70M SOUTHEAST
 DH3016'OF CENTERLINE OF ROUTE 10, 6.10M NORTHEAST OF A CONCRETE POWER POLE.
 DH3016' 
 DH3016'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3016'STAMPED--2171--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3017 ***********************************************************************
 DH3017  DESIGNATION -  GGN 2205
 DH3017  PID         -  DH3017
 DH3017  STATE/COUNTY-  GU/GUAM
 DH3017  USGS QUAD   -  TALOFOFO (1975)
 DH3017
 DH3017                         *CURRENT SURVEY CONTROL
 DH3017  ___________________________________________________________________
 DH3017* NAD 83(1993)-  13 18 35.92053(N)    215 14 12.13135(W)     ADJUSTED  
 DH3017* GUVD04      -       104.971  (meters)     344.39   (feet)  ADJUSTED  
 DH3017  ___________________________________________________________________
 DH3017  EPOCH DATE  -        2004.00
 DH3017  X           -  -5,070,597.578 (meters)                     COMP
 DH3017  Y           -   3,581,779.858 (meters)                     COMP
 DH3017  Z           -   1,458,835.071 (meters)                     COMP
 DH3017  ELLIP HEIGHT-         158.16  (meters)          (06/10/05) GPS OBS
 DH3017  GEOID HEIGHT-          53.43  (meters)                     EGM96
 DH3017
 DH3017  HORZ ORDER  -  A
 DH3017  VERT ORDER  -  FIRST     CLASS II
 DH3017  ELLP ORDER  -  THIRD     CLASS II
 DH3017
 DH3017.The horizontal coordinates were established by GPS observations
 DH3017.and adjusted by the National Geodetic Survey in June 2005..
 DH3017.The horizontal coordinates are valid at the epoch date displayed above.
 DH3017.The epoch date for horizontal control is a decimal equivalence
 DH3017.of Year/Month/Day.
 DH3017
 DH3017.The orthometric height was determined by differential leveling
 DH3017.and adjusted by the National Geodetic Survey in May 2005..
 DH3017
 DH3017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3017
 DH3017.The ellipsoidal height was determined by GPS observations
 DH3017.and is referenced to NAD 83.
 DH3017
 DH3017.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3017.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3017
 DH3017;                    North         East     Units Scale Factor Converg.
 DH3017;UTM  55      - 1,472,504.646   257,698.025   MT  1.00032633   -0 30 54.7
 DH3017
 DH3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3017!UTM  55      -   0.99997513  x   1.00032633  =   1.00030145
 DH3017
 DH3017                          SUPERSEDED SURVEY CONTROL
 DH3017
 DH3017.No superseded survey control is available for this station.
 DH3017
 DH3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5769872505(NAD 83)
 DH3017_MARKER: DD = SURVEY DISK
 DH3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3017_STAMPING: 2205
 DH3017_MARK LOGO: GUAMLM
 DH3017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3017+STABILITY: SURFACE MOTION
 DH3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3017+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3017
 DH3017  HISTORY     - Date     Condition        Report By
 DH3017  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3017
 DH3017                          STATION DESCRIPTION
 DH3017
 DH3017'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3017'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3017'OF INARAJAN.
 DH3017' 
 DH3017'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3017'ROUTE 4A, GO SOUTH ON ROUTE 4 FOR 2.5 MILES, TO THE STATION ON THE
 DH3017'EAST OF ROUTE 4.  THE STATION IS A CONCRETE MONUMENT 6 INCHES BELOW
 DH3017'THE SURFACE ENCASED WITH A CAST IRON HOUSING.
 DH3017' 
 DH3017'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.60M EAST OF
 DH3017'CENTERLINE OF ROUTE 4, 14.93M SOUTHWEST OF A CONCRETE POWER POLE AND
 DH3017'7.60M NORTH, NORTHWEST OF A FIRE HYDRANT.
 DH3017' 
 DH3017'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3017'STAMPED--2205--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3018 ***********************************************************************
 DH3018  DESIGNATION -  GGN 2242
 DH3018  PID         -  DH3018
 DH3018  STATE/COUNTY-  GU/GUAM
 DH3018  USGS QUAD   -  AGAT (1975)
 DH3018
 DH3018                         *CURRENT SURVEY CONTROL
 DH3018  ___________________________________________________________________
 DH3018* NAD 83(1986)-  13 21 25.     (N)    215 20 59.     (W)     SCALED    
 DH3018* GUVD04      -        14.213  (meters)      46.63   (feet)  ADJUSTED  
 DH3018  ___________________________________________________________________
 DH3018  GEOID HEIGHT-          54.20  (meters)                     EGM96
 DH3018
 DH3018  VERT ORDER  -  FIRST     CLASS II
 DH3018
 DH3018.The horizontal coordinates were scaled from a topographic map and have
 DH3018.an estimated accuracy of +/- 6 seconds.
 DH3018
 DH3018.The orthometric height was determined by differential leveling
 DH3018.and adjusted by the National Geodetic Survey in May 2005..
 DH3018
 DH3018.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3018.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3018
 DH3018                          SUPERSEDED SURVEY CONTROL
 DH3018
 DH3018.No superseded survey control is available for this station.
 DH3018
 DH3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ454778(NAD 83)
 DH3018_MARKER: DD = SURVEY DISK
 DH3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3018_STAMPING: 2242
 DH3018_MARK LOGO: GUAMLM
 DH3018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3018+STABILITY: SURFACE MOTION
 DH3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3018+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3018
 DH3018  HISTORY     - Date     Condition        Report By
 DH3018  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3018
 DH3018                          STATION DESCRIPTION
 DH3018
 DH3018'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3018'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3018'OF AGAT.
 DH3018' 
 DH3018'TO REACH NARRATIVE- TO REACH THE STATION FROM THE SOUTH ENTRANCE OF
 DH3018'NIMITZ BEACH PARK AND ROUTE 2, GO SOUTH ON ROUTE 2 FOR 0.5 MILES TO
 DH3018'THE STATION ON THE WEST SIDE OF ROUTE 2.  THE STATION IS 4 INCHES
 DH3018'BELOW THE SURFACE ENCASED IN A CAST IRON HOUSING WITH THE WORD SURVEY
 DH3018'ON COVER.
 DH3018' 
 DH3018'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12M SOUTHWEST OF
 DH3018'CENTERLINE OF ROUTE 2, 1.90M SOUTHEAST OF THE WEST CORNER OF A
 DH3018'HEADWALL, 15M SOUTHEAST OF THE SOUTHEAST CORNER OF BUS STATION (STA.
 DH3018'A-41) AND 13.40M NORTHWEST OF WOODEN POWER POLE.
 DH3018' 
 DH3018'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3018'STAMPED--2242--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3019 ***********************************************************************
 DH3019  DESIGNATION -  GGN 2250
 DH3019  PID         -  DH3019
 DH3019  STATE/COUNTY-  GU/GUAM
 DH3019  USGS QUAD   -  AGAT (1975)
 DH3019
 DH3019                         *CURRENT SURVEY CONTROL
 DH3019  ___________________________________________________________________
 DH3019* NAD 83(1986)-  13 20 42.     (N)    215 20 37.     (W)     SCALED    
 DH3019* GUVD04      -       104.512  (meters)     342.89   (feet)  ADJUSTED  
 DH3019  ___________________________________________________________________
 DH3019  GEOID HEIGHT-          54.10  (meters)                     EGM96
 DH3019
 DH3019  VERT ORDER  -  FIRST     CLASS II
 DH3019
 DH3019.The horizontal coordinates were scaled from a topographic map and have
 DH3019.an estimated accuracy of +/- 6 seconds.
 DH3019
 DH3019.The orthometric height was determined by differential leveling
 DH3019.and adjusted by the National Geodetic Survey in May 2005..
 DH3019
 DH3019.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3019.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3019
 DH3019                          SUPERSEDED SURVEY CONTROL
 DH3019
 DH3019.No superseded survey control is available for this station.
 DH3019
 DH3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ461764(NAD 83)
 DH3019_MARKER: DD = SURVEY DISK
 DH3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3019_STAMPING: 2250
 DH3019_MARK LOGO: GUAMLM
 DH3019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3019+STABILITY: SURFACE MOTION
 DH3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3019+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3019
 DH3019  HISTORY     - Date     Condition        Report By
 DH3019  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3019
 DH3019                          STATION DESCRIPTION
 DH3019
 DH3019'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3019'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3019'OF AGAT.
 DH3019' 
 DH3019'TO REACH NARRATIVE- TO REACH THE STATION FROM THE SOUTH ENTRANCE OF
 DH3019'NIMITZ BEACH PARK AND ROUTE 2, GO SOUTH ON ROUTE 2 FOR 1.5 MILES TO
 DH3019'THE STATION ON THE LEFT SIDE OF ROUTE 2.  THE STATION IS NORTHEAST OF
 DH3019'TORRES ADVENTISTA ST.  STATION IS CONCRETE MONUMENT FLUSH WITH THE
 DH3019'SURFACE.
 DH3019' 
 DH3019'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.0M NORTHEAST
 DH3019'OF CENTERLINE OF ROUTE 2, 10.40M SOUTHWEST OF A CONCRETE POWER POLE
 DH3019'(DDM-55) AND 19.20M NORTHEAST OF THE NORTHWEST CORNER OF A BUS STATION
 DH3019'(STA. A-45).
 DH3019' 
 DH3019'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3019'STAMPED--2250--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3071 ***********************************************************************
 DH3071  DESIGNATION -  GGN 2256
 DH3071  PID         -  DH3071
 DH3071  STATE/COUNTY-  GU/GUAM
 DH3071  USGS QUAD   -  AGAT (1975)
 DH3071
 DH3071                         *CURRENT SURVEY CONTROL
 DH3071  ___________________________________________________________________
 DH3071* NAD 83(1993)-  13 20 14.05723(N)    215 20 26.82531(W)     ADJUSTED  
 DH3071* GUVD04      -       129.712  (meters)     425.56   (feet)  ADJUSTED  
 DH3071  ___________________________________________________________________
 DH3071  EPOCH DATE  -        2004.00
 DH3071  X           -  -5,063,535.877 (meters)                     COMP
 DH3071  Y           -   3,590,597.290 (meters)                     COMP
 DH3071  Z           -   1,461,775.713 (meters)                     COMP
 DH3071  ELLIP HEIGHT-         183.56  (meters)          (06/10/05) GPS OBS
 DH3071  GEOID HEIGHT-          54.04  (meters)                     EGM96
 DH3071
 DH3071  HORZ ORDER  -  A
 DH3071  VERT ORDER  -  FIRST     CLASS II
 DH3071  ELLP ORDER  -  THIRD     CLASS II
 DH3071
 DH3071.The horizontal coordinates were established by GPS observations
 DH3071.and adjusted by the National Geodetic Survey in June 2005..
 DH3071.The horizontal coordinates are valid at the epoch date displayed above.
 DH3071.The epoch date for horizontal control is a decimal equivalence
 DH3071.of Year/Month/Day.
 DH3071
 DH3071.The orthometric height was determined by differential leveling
 DH3071.and adjusted by the National Geodetic Survey in May 2005..
 DH3071
 DH3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3071
 DH3071.The ellipsoidal height was determined by GPS observations
 DH3071.and is referenced to NAD 83.
 DH3071
 DH3071.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3071.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3071
 DH3071;                    North         East     Units Scale Factor Converg.
 DH3071;UTM  55      - 1,475,625.387   246,445.760   MT  1.00039536   -0 32 25.0
 DH3071
 DH3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3071!UTM  55      -   0.99997113  x   1.00039536  =   1.00036648
 DH3071
 DH3071                          SUPERSEDED SURVEY CONTROL
 DH3071
 DH3071.No superseded survey control is available for this station.
 DH3071
 DH3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4644675625(NAD 83)
 DH3071_MARKER: DD = SURVEY DISK
 DH3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3071_STAMPING: 2256
 DH3071_MARK LOGO: GUGS  
 DH3071_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3071+STABILITY: SURFACE MOTION
 DH3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3071+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 DH3071
 DH3071  HISTORY     - Date     Condition        Report By
 DH3071  HISTORY     - 1993     MONUMENTED       GUGS
 DH3071  HISTORY     - 20040603 GOOD             GUAMLM
 DH3071
 DH3071                          STATION DESCRIPTION
 DH3071
 DH3071'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3071'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3071'OF UMATAC.
 DH3071' 
 DH3071'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 2A
 DH3071'AND ROUTE 5, GO SOUTH ON ROUTE 2 FOR 4.2 MILE, TO THE STATION ON THE
 DH3071'RIGHT SIDE OF ROUTE 2.  THE STATION IS ON THE SOUTHWEST CORNER
 DH3071'ENTRANCE TO SELLA BAY OVERLOOK.
 DH3071' 
 DH3071'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.00M SOUTHWEST
 DH3071'FROM CENTERLINE OF ROUTE 2, 11.20M SOUTH OF CENTERLINE ENTRANCE TO
 DH3071'OVERLOOK AND 6.50M NORTHEAST OF TELEPHONE BOX (FOGRNACS-3).
 DH3071' 
 DH3071'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3071'STAMPED--2256--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3020 ***********************************************************************
 DH3020  DESIGNATION -  GGN 2288
 DH3020  PID         -  DH3020
 DH3020  STATE/COUNTY-  GU/GUAM
 DH3020  USGS QUAD   -  MERIZO (1968)
 DH3020
 DH3020                         *CURRENT SURVEY CONTROL
 DH3020  ___________________________________________________________________
 DH3020* NAD 83(1986)-  13 16 39.     (N)    215 20 08.     (W)     SCALED    
 DH3020* GUVD04      -         4.394  (meters)      14.42   (feet)  ADJUSTED  
 DH3020  ___________________________________________________________________
 DH3020  GEOID HEIGHT-          53.53  (meters)                     EGM96
 DH3020
 DH3020  VERT ORDER  -  FIRST     CLASS II
 DH3020
 DH3020.The horizontal coordinates were scaled from a topographic map and have
 DH3020.an estimated accuracy of +/- 6 seconds.
 DH3020
 DH3020.The orthometric height was determined by differential leveling
 DH3020.and adjusted by the National Geodetic Survey in May 2005..
 DH3020
 DH3020.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3020.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3020
 DH3020                          SUPERSEDED SURVEY CONTROL
 DH3020
 DH3020.No superseded survey control is available for this station.
 DH3020
 DH3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ469690(NAD 83)
 DH3020_MARKER: DD = SURVEY DISK
 DH3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3020_STAMPING: 2288
 DH3020_MARK LOGO: GUAMLM
 DH3020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3020+STABILITY: SURFACE MOTION
 DH3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3020+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3020
 DH3020  HISTORY     - Date     Condition        Report By
 DH3020  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3020
 DH3020                          STATION DESCRIPTION
 DH3020
 DH3020'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3020'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3020'OF MERIZO.
 DH3020' 
 DH3020'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3020'ROUTE 4 AND PAGAT, GO WEST ON ROUTE 4, FOR 1.0 MILE TO THE STATION ON
 DH3020'THE RIGHT SIDE OF ROUTE 4.  STATION IS WEST OF GUAM WATERWORK
 DH3020'AUTHORITY.
 DH3020' 
 DH3020'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.00M NORTHEAST
 DH3020'FROM A CONCRETE POWER POLE, 15.50M NORTHEAST FROM CENTERLINE ROUTE 4
 DH3020'AND 11.30M SOUTHEAST FROM A TELEPHONE BOX (9,10-1).
 DH3020' 
 DH3020'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3020'STAMPED--2288--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3021 ***********************************************************************
 DH3021  DESIGNATION -  GGN 2294
 DH3021  PID         -  DH3021
 DH3021  STATE/COUNTY-  GU/GUAM
 DH3021  USGS QUAD   -  INARAJAN (1968)
 DH3021
 DH3021                         *CURRENT SURVEY CONTROL
 DH3021  ___________________________________________________________________
 DH3021* NAD 83(1986)-  13 14 58.     (N)    215 17 03.     (W)     SCALED    
 DH3021* GUVD04      -         2.903  (meters)       9.52   (feet)  ADJUSTED  
 DH3021  ___________________________________________________________________
 DH3021  GEOID HEIGHT-          53.02  (meters)                     EGM96
 DH3021
 DH3021  VERT ORDER  -  FIRST     CLASS II
 DH3021
 DH3021.The horizontal coordinates were scaled from a topographic map and have
 DH3021.an estimated accuracy of +/- 6 seconds.
 DH3021
 DH3021.The orthometric height was determined by differential leveling
 DH3021.and adjusted by the National Geodetic Survey in May 2005..
 DH3021
 DH3021.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3021.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3021
 DH3021                          SUPERSEDED SURVEY CONTROL
 DH3021
 DH3021.No superseded survey control is available for this station.
 DH3021
 DH3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ524658(NAD 83)
 DH3021_MARKER: DD = SURVEY DISK
 DH3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3021_STAMPING: 2294
 DH3021_MARK LOGO: GUAMLM
 DH3021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3021+STABILITY: SURFACE MOTION
 DH3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3021+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3021
 DH3021  HISTORY     - Date     Condition        Report By
 DH3021  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3021
 DH3021                          STATION DESCRIPTION
 DH3021
 DH3021'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3021'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3021'OF MERIZO.
 DH3021' 
 DH3021'THE REAL NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3021'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 3.2 MILE TO THE STATION ON
 DH3021'THE LEFT SIDE OF ROUTE 4.  THE STATION IS EAST OF CHALAN PEDRO S.N.
 DH3021'TAINATONGO.
 DH3021' 
 DH3021'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.30M SOUTHEAST
 DH3021'FROM CENTERLINE OF ROUTE 4, 15.10M SOUTHEAST FROM THE NORTHWEST CORNER
 DH3021'OF A CONCRETE BUS SHELTER (STA 1/M-1) AND 15.00 SOUTHEAST FROM A
 DH3021'CONCRETE POWER POLE.
 DH3021' 
 DH3021'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3021'STAMPED--2294--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3099 ***********************************************************************
 DH3099  DESIGNATION -  GGN 2296
 DH3099  PID         -  DH3099
 DH3099  STATE/COUNTY-  GU/GUAM
 DH3099  USGS QUAD   -  INARAJAN (1968)
 DH3099
 DH3099                         *CURRENT SURVEY CONTROL
 DH3099  ___________________________________________________________________
 DH3099* NAD 83(1986)-  13 14 50.     (N)    215 17 28.     (W)     SCALED    
 DH3099* GUVD04      -         3.110  (meters)      10.20   (feet)  ADJUSTED  
 DH3099  ___________________________________________________________________
 DH3099  GEOID HEIGHT-          53.03  (meters)                     EGM96
 DH3099
 DH3099  VERT ORDER  -  FIRST     CLASS II
 DH3099
 DH3099.The horizontal coordinates were scaled from a topographic map and have
 DH3099.an estimated accuracy of +/- 6 seconds.
 DH3099
 DH3099.The orthometric height was determined by differential leveling
 DH3099.and adjusted by the National Geodetic Survey in May 2005..
 DH3099
 DH3099.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3099.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3099
 DH3099                          SUPERSEDED SURVEY CONTROL
 DH3099
 DH3099.No superseded survey control is available for this station.
 DH3099
 DH3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ517656(NAD 83)
 DH3099_MARKER: DD = SURVEY DISK
 DH3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3099_STAMPING: 2296
 DH3099_MARK LOGO: GUAMLM
 DH3099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3099+STABILITY: SURFACE MOTION
 DH3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3099+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3099
 DH3099  HISTORY     - Date     Condition        Report By
 DH3099  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3099
 DH3099                          STATION DESCRIPTION
 DH3099
 DH3099'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3099'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3099'OF MERIZO.
 DH3099' 
 DH3099'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3099'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 3.6 MILE TO THE STATION ON
 DH3099'THE LEFT SIDE OF ROUTE 4.
 DH3099' 
 DH3099'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.90M SOUTHEAST
 DH3099'FROM CENTERLINE OF ROUTE 4 AND 6.50M NORTHEAST FROM A CONCRETE POWER
 DH3099'POLE.
 DH3099' 
 DH3099'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3099'STAMPED--2296--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3022 ***********************************************************************
 DH3022  DESIGNATION -  GGN 2301
 DH3022  PID         -  DH3022
 DH3022  STATE/COUNTY-  GU/GUAM
 DH3022  USGS QUAD   -  MERIZO (1968)
 DH3022
 DH3022                         *CURRENT SURVEY CONTROL
 DH3022  ___________________________________________________________________
 DH3022* NAD 83(1986)-  13 15 15.     (N)    215 18 32.     (W)     SCALED    
 DH3022* GUVD04      -         4.342  (meters)      14.25   (feet)  ADJUSTED  
 DH3022  ___________________________________________________________________
 DH3022  GEOID HEIGHT-          53.19  (meters)                     EGM96
 DH3022
 DH3022  VERT ORDER  -  FIRST     CLASS II
 DH3022
 DH3022.The horizontal coordinates were scaled from a topographic map and have
 DH3022.an estimated accuracy of +/- 6 seconds.
 DH3022
 DH3022.The orthometric height was determined by differential leveling
 DH3022.and adjusted by the National Geodetic Survey in May 2005..
 DH3022
 DH3022.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3022.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3022
 DH3022                          SUPERSEDED SURVEY CONTROL
 DH3022
 DH3022.No superseded survey control is available for this station.
 DH3022
 DH3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ498664(NAD 83)
 DH3022_MARKER: DD = SURVEY DISK
 DH3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3022_STAMPING: 2301
 DH3022_MARK LOGO: GUAMLM
 DH3022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3022+STABILITY: SURFACE MOTION
 DH3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3022+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3022
 DH3022  HISTORY     - Date     Condition        Report By
 DH3022  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3022
 DH3022                          STATION DESCRIPTION
 DH3022
 DH3022'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3022'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3022'OF MERIZO.
 DH3022' 
 DH3022'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3022'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 5.0 MILE TO THE STATION ON
 DH3022'THE RIGHT SIDE OF ROUTE 4.
 DH3022' 
 DH3022'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 13.40M NORTHWEST
 DH3022'FROM A CONCRETE POWER POLE (PV-281), 7.80M NORTHWEST FROM CENTERLINE
 DH3022'OF ROUTE 4, AND 14.0M NORTHWEST FROM THE CENTERLINE OF A ASPHALT ROAD.
 DH3022'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3022'STAMPED--2301--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3090 ***********************************************************************
 DH3090  DESIGNATION -  GGN 2372
 DH3090  PID         -  DH3090
 DH3090  STATE/COUNTY-  GU/GUAM
 DH3090  USGS QUAD   -  AGANA (1968)
 DH3090
 DH3090                         *CURRENT SURVEY CONTROL
 DH3090  ___________________________________________________________________
 DH3090* NAD 83(1986)-  13 26 35.     (N)    215 13 56.     (W)     SCALED    
 DH3090* GUVD04      -        45.612  (meters)     149.65   (feet)  ADJUSTED  
 DH3090  ___________________________________________________________________
 DH3090  GEOID HEIGHT-          54.46  (meters)                     EGM96
 DH3090
 DH3090  VERT ORDER  -  FIRST     CLASS II
 DH3090
 DH3090.The horizontal coordinates were scaled from a topographic map and have
 DH3090.an estimated accuracy of +/- 6 seconds.
 DH3090
 DH3090.The orthometric height was determined by differential leveling
 DH3090.and adjusted by the National Geodetic Survey in May 2005..
 DH3090.No vertical observational check was made to the station.
 DH3090
 DH3090.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3090.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3090
 DH3090                          SUPERSEDED SURVEY CONTROL
 DH3090
 DH3090.No superseded survey control is available for this station.
 DH3090
 DH3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ583872(NAD 83)
 DH3090_MARKER: DD = SURVEY DISK
 DH3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3090_STAMPING: 2372
 DH3090_MARK LOGO: GUAMLM
 DH3090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3090+STABILITY: SURFACE MOTION
 DH3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3090+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3090
 DH3090  HISTORY     - Date     Condition        Report By
 DH3090  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3090
 DH3090                          STATION DESCRIPTION
 DH3090
 DH3090'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3090'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3090'OF CHALAN PAGO.
 DH3090' 
 DH3090'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 DH3090'AND ROUTE 4, GO SOUTH ON ROUTE 4 FOR 2.7 MILES TO THE STATION ON THE
 DH3090'SOUTHWEST SIDE OF ROUTE 4.  THE STATION IS A CONCRETE MONUMENT FLUSH
 DH3090'WITH THE SURFACE.
 DH3090' 
 DH3090'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 14.20M SOUTHWEST
 DH3090'OF CENTERLINE OF ROUTE 4, 10.0M EAST OF A CONCRETE POWER POLE (TRAFFIC
 DH3090'SIGNAL) AND 3.50M EAST OF A (1.16M X .80M CONCRETE PAD PROJECTING
 DH3090'.61M) ON THE NORTHEAST CORNER.
 DH3090' 
 DH3090'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3090'STAMPED--2372--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3023 ***********************************************************************
 DH3023  DESIGNATION -  GGN 2376
 DH3023  PID         -  DH3023
 DH3023  STATE/COUNTY-  GU/GUAM
 DH3023  USGS QUAD   -  AGANA (1968)
 DH3023
 DH3023                         *CURRENT SURVEY CONTROL
 DH3023  ___________________________________________________________________
 DH3023* NAD 83(1986)-  13 26 24.     (N)    215 13 24.     (W)     SCALED    
 DH3023* GUVD04      -        45.692  (meters)     149.91   (feet)  ADJUSTED  
 DH3023  ___________________________________________________________________
 DH3023  GEOID HEIGHT-          54.42  (meters)                     EGM96
 DH3023
 DH3023  VERT ORDER  -  FIRST     CLASS II
 DH3023
 DH3023.The horizontal coordinates were scaled from a topographic map and have
 DH3023.an estimated accuracy of +/- 6 seconds.
 DH3023
 DH3023.The orthometric height was determined by differential leveling
 DH3023.and adjusted by the National Geodetic Survey in May 2005..
 DH3023.No vertical observational check was made to the station.
 DH3023
 DH3023.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3023.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3023
 DH3023                          SUPERSEDED SURVEY CONTROL
 DH3023
 DH3023.No superseded survey control is available for this station.
 DH3023
 DH3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ592868(NAD 83)
 DH3023_MARKER: DD = SURVEY DISK
 DH3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3023_STAMPING: 2376
 DH3023_MARK LOGO: GUAMLM
 DH3023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3023+STABILITY: SURFACE MOTION
 DH3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3023+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3023
 DH3023  HISTORY     - Date     Condition        Report By
 DH3023  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3023
 DH3023                          STATION DESCRIPTION
 DH3023
 DH3023'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004
 DH3023'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3023'OF CHALAN PAGO.
 DH3023' 
 DH3023'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3023'VIETNAM VETERAN HIGHWAY (ROUTE 10), GO NORTH ON ROUTE 4 FOR 0.5 MILES,
 DH3023'TO THE STATION ON THE EAST SIDE OF ROUTE 4 AND NORTHEAST OF CHALAN
 DH3023'QUINATA.  THE STATION IS 4 INCHES BELOW SURFACE ENCASED WITH A CAST
 DH3023'IRON HOUSING.
 DH3023' 
 DH3023'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.20M NORTHEAST
 DH3023'OF CENTERLINE OF ROUTE 4, 15.00M NORTHWEST OF A CONCRETE POWER POLE
 DH3023'AND 0.85M SOUTHWEST OF A CONCRETE POST.
 DH3023' 
 DH3023'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3023'STAMPED--2376--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3024 ***********************************************************************
 DH3024  DESIGNATION -  GGN 2385
 DH3024  PID         -  DH3024
 DH3024  STATE/COUNTY-  GU/GUAM
 DH3024  USGS QUAD   -  AGANA (1968)
 DH3024
 DH3024                         *CURRENT SURVEY CONTROL
 DH3024  ___________________________________________________________________
 DH3024* NAD 83(1986)-  13 25 26.     (N)    215 13 06.     (W)     SCALED    
 DH3024* GUVD04      -         3.042  (meters)       9.98   (feet)  ADJUSTED  
 DH3024  ___________________________________________________________________
 DH3024  GEOID HEIGHT-          54.30  (meters)                     EGM96
 DH3024
 DH3024  VERT ORDER  -  FIRST     CLASS II
 DH3024
 DH3024.The horizontal coordinates were scaled from a topographic map and have
 DH3024.an estimated accuracy of +/- 6 seconds.
 DH3024
 DH3024.The orthometric height was determined by differential leveling
 DH3024.and adjusted by the National Geodetic Survey in May 2005..
 DH3024
 DH3024.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3024.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3024
 DH3024                          SUPERSEDED SURVEY CONTROL
 DH3024
 DH3024.No superseded survey control is available for this station.
 DH3024
 DH3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ598850(NAD 83)
 DH3024_MARKER: DD = SURVEY DISK
 DH3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3024_STAMPING: 2385
 DH3024_MARK LOGO: GUAMLM
 DH3024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3024+STABILITY: SURFACE MOTION
 DH3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3024+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3024
 DH3024  HISTORY     - Date     Condition        Report By
 DH3024  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3024
 DH3024                          STATION DESCRIPTION
 DH3024
 DH3024'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3024'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3024'OF CHALAN PAGO.
 DH3024' 
 DH3024'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3024'AND ROUTE 10 (VIETNAM VETERANS HIGHWAY), GO SOUTH ON ROUTE 4 FOR 0.7
 DH3024'MILES, TO THE STATION ON THE WEST SIDE OF ROUTE 4.  THE STATION IS A
 DH3024'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE ENCASED WITH A CAST IRON
 DH3024'CASING.
 DH3024' 
 DH3024'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.60M WEST OF
 DH3024'CENTERLINE OF ROUTE 4, 9.60M SOUTHEAST OF A CONCRETE POWER POLE AND
 DH3024'24M NORTH OF A FIRE HYDRANT.
 DH3024' 
 DH3024'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3024'STAMPED--2385--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3025 ***********************************************************************
 DH3025  DESIGNATION -  GGN 2388
 DH3025  PID         -  DH3025
 DH3025  STATE/COUNTY-  GU/GUAM
 DH3025  USGS QUAD   -  AGANA (1968)
 DH3025
 DH3025                         *CURRENT SURVEY CONTROL
 DH3025  ___________________________________________________________________
 DH3025* NAD 83(1986)-  13 26 02.     (N)    215 13 12.     (W)     SCALED    
 DH3025* GUVD04      -        51.616  (meters)     169.34   (feet)  ADJUSTED  
 DH3025  ___________________________________________________________________
 DH3025  GEOID HEIGHT-          54.37  (meters)                     EGM96
 DH3025
 DH3025  VERT ORDER  -  FIRST     CLASS II
 DH3025
 DH3025.The horizontal coordinates were scaled from a topographic map and have
 DH3025.an estimated accuracy of +/- 6 seconds.
 DH3025
 DH3025.The orthometric height was determined by differential leveling
 DH3025.and adjusted by the National Geodetic Survey in May 2005..
 DH3025
 DH3025.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3025.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3025
 DH3025                          SUPERSEDED SURVEY CONTROL
 DH3025
 DH3025.No superseded survey control is available for this station.
 DH3025
 DH3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ596862(NAD 83)
 DH3025_MARKER: DD = SURVEY DISK
 DH3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3025_STAMPING: 2388
 DH3025_MARK LOGO: GUAMLM
 DH3025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3025+STABILITY: SURFACE MOTION
 DH3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3025+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3025
 DH3025  HISTORY     - Date     Condition        Report By
 DH3025  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3025
 DH3025                          STATION DESCRIPTION
 DH3025
 DH3025'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3025'THE STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY OF
 DH3025'CHALAN PAGO.
 DH3025' 
 DH3025'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 DH3025'AND ROUTE 4, GO SOUTH ON ROUTE 4 FOR 3.8 MILES, TO THE STATION ON THE
 DH3025'SOUTHEAST SIDE OF ROUTE 4 AND ROUTE 10 (VIETNAM VETERANS HIGHWAY) IN A
 DH3025'TRIANGLE ISLAND.  THE STATION IS A CONCRETE MONUMENT 4 INCHES BELOW
 DH3025'THE SURFACE  ENCASED WITH A CAST IRON CASING.
 DH3025' 
 DH3025'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.20M SOUTHEAST
 DH3025'OF CENTERLINE OF ROUTE 10 (VIETNAM VETERANS HIGHWAY), 13.90M NORTHWEST
 DH3025'OF A CONCRETE POWER POLE (LC-5-1) AND 4.30M NORTHEAST OF A STREET
 DH3025'CROSSING POST.
 DH3025' 
 DH3025'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3025'STAMPED--2388--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3075 ***********************************************************************
 DH3075  DESIGNATION -  GGN 2389
 DH3075  PID         -  DH3075
 DH3075  STATE/COUNTY-  GU/GUAM
 DH3075  USGS QUAD   -  TALOFOFO (1975)
 DH3075
 DH3075                         *CURRENT SURVEY CONTROL
 DH3075  ___________________________________________________________________
 DH3075* NAD 83(1986)-  13 24 46.     (N)    215 13 14.     (W)     SCALED    
 DH3075* GUVD04      -        81.651  (meters)     267.88   (feet)  ADJUSTED  
 DH3075  ___________________________________________________________________
 DH3075  GEOID HEIGHT-          54.23  (meters)                     EGM96
 DH3075
 DH3075  VERT ORDER  -  FIRST     CLASS II
 DH3075
 DH3075.The horizontal coordinates were scaled from a topographic map and have
 DH3075.an estimated accuracy of +/- 6 seconds.
 DH3075
 DH3075.The orthometric height was determined by differential leveling
 DH3075.and adjusted by the National Geodetic Survey in May 2005..
 DH3075
 DH3075.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3075.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3075
 DH3075                          SUPERSEDED SURVEY CONTROL
 DH3075
 DH3075.No superseded survey control is available for this station.
 DH3075
 DH3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ595838(NAD 83)
 DH3075_MARKER: DD = SURVEY DISK
 DH3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3075_STAMPING: 2389
 DH3075_MARK LOGO: GUGS  
 DH3075_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3075+STABILITY: SURFACE MOTION
 DH3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3075+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3075
 DH3075  HISTORY     - Date     Condition        Report By
 DH3075  HISTORY     - 19930101 MONUMENTED       GUGS
 DH3075  HISTORY     - 20040504 GOOD             GUGS
 DH3075
 DH3075                          STATION DESCRIPTION
 DH3075
 DH3075'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3075'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3075'OF YONA.
 DH3075' 
 DH3075'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3075'AND ROUTE 10 (VIETNAM VETERANS HIGHWAY), GO SOUTH ON ROUTE 4 FOR 1.9
 DH3075'MILES, TO THE STATION ON THE NORTHWEST SIDE OF ROUTE 4 AND EAST OF
 DH3075'ARTEMIO A CRUZ STREET.
 DH3075' 
 DH3075'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.33M NORTHWEST
 DH3075'OF CENTERLINE OF ROUTE 4, 10.10M NORTHWEST OF A CONCRETE POWER POLE
 DH3075'(PPM 55-5A) AND 6.80M EAST OF THE NORTHWEST CORNER OF A CONCRETE FENCE
 DH3075'WALL.
 DH3075' 
 DH3075'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3075'STAMPED--2389--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3026 ***********************************************************************
 DH3026  DESIGNATION -  GGN 2394
 DH3026  PID         -  DH3026
 DH3026  STATE/COUNTY-  GU/GUAM
 DH3026  USGS QUAD   -  TALOFOFO (1975)
 DH3026
 DH3026                         *CURRENT SURVEY CONTROL
 DH3026  ___________________________________________________________________
 DH3026* NAD 83(1986)-  13 24 52.     (N)    215 13 00.     (W)     SCALED    
 DH3026* GUVD04      -        69.869  (meters)     229.23   (feet)  ADJUSTED  
 DH3026  ___________________________________________________________________
 DH3026  GEOID HEIGHT-          54.23  (meters)                     EGM96
 DH3026
 DH3026  VERT ORDER  -  FIRST     CLASS II
 DH3026
 DH3026.The horizontal coordinates were scaled from a topographic map and have
 DH3026.an estimated accuracy of +/- 6 seconds.
 DH3026
 DH3026.The orthometric height was determined by differential leveling
 DH3026.and adjusted by the National Geodetic Survey in May 2005..
 DH3026
 DH3026.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3026.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3026
 DH3026                          SUPERSEDED SURVEY CONTROL
 DH3026
 DH3026.No superseded survey control is available for this station.
 DH3026
 DH3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ599840(NAD 83)
 DH3026_MARKER: DD = SURVEY DISK
 DH3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3026_STAMPING: 2394
 DH3026_MARK LOGO: GUAMLM
 DH3026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3026+STABILITY: SURFACE MOTION
 DH3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3026+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3026
 DH3026  HISTORY     - Date     Condition        Report By
 DH3026  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3026
 DH3026                          STATION DESCRIPTION
 DH3026
 DH3026'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3026'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3026'OF YONA.
 DH3026' 
 DH3026'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3026'AND ROUTE 10 (VIETNAM VETERANS HIGHWAY), GO SOUTH ON ROUTE 4 FOR 1.6
 DH3026'MILES, TO THE STATION ON THE NORTHEAST SIDE OF ROUTE 4.  THE STATION
 DH3026'IS A CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE ENCASED WITH A CAST
 DH3026'IRON CASING.  THE STATION IS ALONG A CONCRETE FENCE WALL WITHIN THE
 DH3026'PARKING AREA OF THE PAGO BAY OVERLOOK.
 DH3026' 
 DH3026'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12.30M NORTHEAST
 DH3026'OF CENTERLINE OF ROUTE 4, 16.80M SOUTHEAST OF A CONCRETE POWER POLE
 DH3026'AND .80M SOUTHWEST OF CONCRETE FENCE WALL.
 DH3026' 
 DH3026'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3026'STAMPED--2394--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3027 ***********************************************************************
 DH3027  DESIGNATION -  GGN 2395
 DH3027  PID         -  DH3027
 DH3027  STATE/COUNTY-  GU/GUAM
 DH3027  USGS QUAD   -  INARAJAN (1968)
 DH3027
 DH3027                         *CURRENT SURVEY CONTROL
 DH3027  ___________________________________________________________________
 DH3027* NAD 83(1986)-  13 25 05.     (N)    215 13 17.     (W)     SCALED    
 DH3027* GUVD04      -        32.696  (meters)     107.27   (feet)  ADJUSTED  
 DH3027  ___________________________________________________________________
 DH3027  GEOID HEIGHT-          54.27  (meters)                     EGM96
 DH3027
 DH3027  VERT ORDER  -  FIRST     CLASS II
 DH3027
 DH3027.The horizontal coordinates were scaled from a topographic map and have
 DH3027.an estimated accuracy of +/- 6 seconds.
 DH3027
 DH3027.The orthometric height was determined by differential leveling
 DH3027.and adjusted by the National Geodetic Survey in May 2005..
 DH3027
 DH3027.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3027.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3027
 DH3027                          SUPERSEDED SURVEY CONTROL
 DH3027
 DH3027.No superseded survey control is available for this station.
 DH3027
 DH3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ594844(NAD 83)
 DH3027_MARKER: DD = SURVEY DISK
 DH3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3027_STAMPING: 2395
 DH3027_MARK LOGO: GUAMLM
 DH3027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3027+STABILITY: SURFACE MOTION
 DH3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3027+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 DH3027
 DH3027  HISTORY     - Date     Condition        Report By
 DH3027  HISTORY     - 20040521 MONUMENTED       GUAMLM
 DH3027
 DH3027                          STATION DESCRIPTION
 DH3027
 DH3027'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3027'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3027'OF YONA.
 DH3027' 
 DH3027'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3027'AND VIETNAM VETERAN HIGHWAY (ROUTE 10), GO SOUTH ON ROUTE 4 FOR 1.2
 DH3027'MILE, STATION ON THE RIGHT SIDE OF ROUTE 4.
 DH3027' 
 DH3027'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 24.20M SOUTHWEST
 DH3027'FROM A CONCRETE POWER POLE (PU-206), 18.10 NORTHEAST FROM A CONCRETE
 DH3027'POWER POLE (PU-205) AND 11.02 NORTHWEST FROM EDGE OF ROUTE 4.
 DH3027' 
 DH3027'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3027'STAMPED--2395--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3028 ***********************************************************************
 DH3028  DESIGNATION -  GGN 2455
 DH3028  PID         -  DH3028
 DH3028  STATE/COUNTY-  GU/GUAM
 DH3028  USGS QUAD   -  TALOFOFO (1975)
 DH3028
 DH3028                         *CURRENT SURVEY CONTROL
 DH3028  ___________________________________________________________________
 DH3028* NAD 83(1986)-  13 21 21.     (N)    215 13 49.     (W)     SCALED    
 DH3028* GUVD04      -        12.465  (meters)      40.90   (feet)  ADJUSTED  
 DH3028  ___________________________________________________________________
 DH3028  GEOID HEIGHT-          53.83  (meters)                     EGM96
 DH3028
 DH3028  VERT ORDER  -  FIRST     CLASS II
 DH3028
 DH3028.The horizontal coordinates were scaled from a topographic map and have
 DH3028.an estimated accuracy of +/- 6 seconds.
 DH3028
 DH3028.The orthometric height was determined by differential leveling
 DH3028.and adjusted by the National Geodetic Survey in May 2005..
 DH3028
 DH3028.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3028.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3028
 DH3028                          SUPERSEDED SURVEY CONTROL
 DH3028
 DH3028.No superseded survey control is available for this station.
 DH3028
 DH3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ584775(NAD 83)
 DH3028_MARKER: DD = SURVEY DISK
 DH3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3028_STAMPING: 2455
 DH3028_MARK LOGO: GUAMLM
 DH3028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3028+STABILITY: SURFACE MOTION
 DH3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3028+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3028
 DH3028  HISTORY     - Date     Condition        Report By
 DH3028  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3028
 DH3028                          STATION DESCRIPTION
 DH3028
 DH3028'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3028'GENERAL STATION LOCATIN- THE STATION IS LOCATED IN SUBURBAN OF IPAN,
 DH3028'THE MUNICIPALITY OF TALOFOFO.
 DH3028' 
 DH3028'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3028'ROUTE 17, GO SOUTH ON ROUTE 4 FOR 2.1 MILES, TO THE STATION ON THE
 DH3028'EAST SIDE OF ROUTE 4 AND WEST OF IPAN BEACH RESORT.  THE MARK
 DH3028'PROJECTING 2 INCHES ABOVE THE SURFACE.
 DH3028' 
 DH3028'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12.10M EAST OF
 DH3028'CENTERLINE OF ROUTE 4, 17.10M SOUTHEAST OF A CONCRETE POWER POLE
 DH3028'(PU-23-59) AND 12.20M NORTH OF CENTERLINE OF ASPHALT ENTERANCE TO IPAN
 DH3028'BEACH RESORT.
 DH3028' 
 DH3028'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3028'STAMPED--2455--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3029 ***********************************************************************
 DH3029  DESIGNATION -  GGN 2456
 DH3029  PID         -  DH3029
 DH3029  STATE/COUNTY-  GU/GUAM
 DH3029  USGS QUAD   -  TALOFOFO (1975)
 DH3029
 DH3029                         *CURRENT SURVEY CONTROL
 DH3029  ___________________________________________________________________
 DH3029* NAD 83(1986)-  13 21 58.     (N)    215 13 55.     (W)     SCALED    
 DH3029* GUVD04      -         5.327  (meters)      17.48   (feet)  ADJUSTED  
 DH3029  ___________________________________________________________________
 DH3029  GEOID HEIGHT-          53.92  (meters)                     EGM96
 DH3029
 DH3029  VERT ORDER  -  FIRST     CLASS II
 DH3029
 DH3029.The horizontal coordinates were scaled from a topographic map and have
 DH3029.an estimated accuracy of +/- 6 seconds.
 DH3029
 DH3029.The orthometric height was determined by differential leveling
 DH3029.and adjusted by the National Geodetic Survey in May 2005..
 DH3029
 DH3029.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3029.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3029
 DH3029                          SUPERSEDED SURVEY CONTROL
 DH3029
 DH3029.No superseded survey control is available for this station.
 DH3029
 DH3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ582787(NAD 83)
 DH3029_MARKER: DD = SURVEY DISK
 DH3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3029_STAMPING: 2456
 DH3029_MARK LOGO: GUAMLM
 DH3029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3029+STABILITY: SURFACE MOTION
 DH3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3029+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3029
 DH3029  HISTORY     - Date     Condition        Report By
 DH3029  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3029
 DH3029                          STATION DESCRIPTION
 DH3029
 DH3029'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3029'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3029'OF YONA.
 DH3029' 
 DH3029'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3029'ROUTE 17, GO SOUTH ON ROUTE 4 FOR 1.4 MILES, TO THE STATION ON THE
 DH3029'WEST SIDE OF ROUTE 4.
 DH3029' 
 DH3029'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.01M WEST OF
 DH3029'CENTERLINE OF ROUTE 4, 9.10M NORTHWEST OF A TELEPHONE BOX AND 20.44
 DH3029'NORTHWEST OF A CONCRETE POWER POLE.
 DH3029' 
 DH3029'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3029'STAMPED--2456--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3030 ***********************************************************************
 DH3030  DESIGNATION -  GGN 2523
 DH3030  PID         -  DH3030
 DH3030  STATE/COUNTY-  GU/GUAM
 DH3030  USGS QUAD   -  TALOFOFO (1975)
 DH3030
 DH3030                         *CURRENT SURVEY CONTROL
 DH3030  ___________________________________________________________________
 DH3030* NAD 83(1986)-  13 17 39.     (N)    215 14 48.     (W)     SCALED    
 DH3030* GUVD04      -        63.876  (meters)     209.57   (feet)  ADJUSTED  
 DH3030  ___________________________________________________________________
 DH3030  GEOID HEIGHT-          53.31  (meters)                     EGM96
 DH3030
 DH3030  VERT ORDER  -  FIRST     CLASS II
 DH3030
 DH3030.The horizontal coordinates were scaled from a topographic map and have
 DH3030.an estimated accuracy of +/- 6 seconds.
 DH3030
 DH3030.The orthometric height was determined by differential leveling
 DH3030.and adjusted by the National Geodetic Survey in May 2005..
 DH3030
 DH3030.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3030.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3030
 DH3030                          SUPERSEDED SURVEY CONTROL
 DH3030
 DH3030.No superseded survey control is available for this station.
 DH3030
 DH3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ566707(NAD 83)
 DH3030_MARKER: DD = SURVEY DISK
 DH3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3030_STAMPING: 2523
 DH3030_MARK LOGO: GUAMLM
 DH3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3030+STABILITY: SURFACE MOTION
 DH3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3030+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 DH3030
 DH3030  HISTORY     - Date     Condition        Report By
 DH3030  HISTORY     - 20040513 MONUMENTED       GUAMLM
 DH3030
 DH3030                          STATION DESCRIPTION
 DH3030
 DH3030'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3030'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3030'OF INARAJAN.
 DH3030' 
 DH3030'TO REACH NARRATIVE- TO REACH THE STATION FROM THE TALOFOFO BRIDGE, GO
 DH3030'SOUTH ON ROUTE 4 FOR 3.4 MILE TO THE STATION ON THE RIGHT SIDE OF
 DH3030'ROUTE 4.
 DH3030' 
 DH3030'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.30M WEST OF
 DH3030'CENTERLINE OF ROUTE 4, 3.50M NORTHWEST OF WOODEN POWER POLE AND .70M
 DH3030'SOUTHWEST OF A TRAFFIC SIGN.
 DH3030' 
 DH3030'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3030'STAMPED--2523--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3031 ***********************************************************************
 DH3031  DESIGNATION -  GGN 2524
 DH3031  PID         -  DH3031
 DH3031  STATE/COUNTY-  GU/GUAM
 DH3031  USGS QUAD   -  INARAJAN (1968)
 DH3031
 DH3031                         *CURRENT SURVEY CONTROL
 DH3031  ___________________________________________________________________
 DH3031* NAD 83(1986)-  13 17 24.     (N)    215 14 42.     (W)     SCALED    
 DH3031* GUVD04      -        17.328  (meters)      56.85   (feet)  ADJUSTED  
 DH3031  ___________________________________________________________________
 DH3031  GEOID HEIGHT-          53.26  (meters)                     EGM96
 DH3031
 DH3031  VERT ORDER  -  FIRST     CLASS II
 DH3031
 DH3031.The horizontal coordinates were scaled from a topographic map and have
 DH3031.an estimated accuracy of +/- 6 seconds.
 DH3031
 DH3031.The orthometric height was determined by differential leveling
 DH3031.and adjusted by the National Geodetic Survey in May 2005..
 DH3031
 DH3031.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3031.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3031
 DH3031                          SUPERSEDED SURVEY CONTROL
 DH3031
 DH3031.No superseded survey control is available for this station.
 DH3031
 DH3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ567703(NAD 83)
 DH3031_MARKER: DD = SURVEY DISK
 DH3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3031_STAMPING: 2524
 DH3031_MARK LOGO: GUAMLM
 DH3031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3031+STABILITY: SURFACE MOTION
 DH3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3031+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 DH3031
 DH3031  HISTORY     - Date     Condition        Report By
 DH3031  HISTORY     - 20040513 MONUMENTED       GUAMLM
 DH3031
 DH3031                          STATION DESCRIPTION
 DH3031
 DH3031'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3031'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3031'OF INARAJAN.
 DH3031' 
 DH3031'TO REACH NARRATIVE- TO REACH THE STATION FROM THE TALOFOFO BRIDGE, GO
 DH3031'SOUTH ON ROUTE 4 FOR 3.7 MILE TO THE STATION ON THE RIGHT SIDE OS
 DH3031'ROUTE 4.
 DH3031' 
 DH3031'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 14.60M SOUTHWEST
 DH3031'OF A TELEPHONE BOX (L-1,T-6), 6.20M CENTERLINE OF ROUTE 4, AND 7.90M
 DH3031'NORTHEAST OF A CONCRETE POWER POLE.
 DH3031' 
 DH3031'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3031'STAMPED--2524--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3078 ***********************************************************************
 DH3078  DESIGNATION -  GGN 2530
 DH3078  PID         -  DH3078
 DH3078  STATE/COUNTY-  GU/GUAM
 DH3078  USGS QUAD   -  INARAJAN (1968)
 DH3078
 DH3078                         *CURRENT SURVEY CONTROL
 DH3078  ___________________________________________________________________
 DH3078* NAD 83(1986)-  13 16 46.     (N)    215 15 05.     (W)     SCALED    
 DH3078* GUVD04      -         2.031  (meters)       6.66   (feet)  ADJUSTED  
 DH3078  ___________________________________________________________________
 DH3078  GEOID HEIGHT-          53.18  (meters)                     EGM96
 DH3078
 DH3078  VERT ORDER  -  FIRST     CLASS II
 DH3078
 DH3078.The horizontal coordinates were scaled from a topographic map and have
 DH3078.an estimated accuracy of +/- 6 seconds.
 DH3078
 DH3078.The orthometric height was determined by differential leveling
 DH3078.and adjusted by the National Geodetic Survey in May 2005..
 DH3078
 DH3078.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3078.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3078
 DH3078                          SUPERSEDED SURVEY CONTROL
 DH3078
 DH3078.No superseded survey control is available for this station.
 DH3078
 DH3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ560691(NAD 83)
 DH3078_MARKER: DD = SURVEY DISK
 DH3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3078_STAMPING: 2530
 DH3078_MARK LOGO: GUAMLM
 DH3078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3078+STABILITY: SURFACE MOTION
 DH3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3078+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 DH3078
 DH3078  HISTORY     - Date     Condition        Report By
 DH3078  HISTORY     - 20040513 MONUMENTED       GUAMLM
 DH3078
 DH3078                          STATION DESCRIPTION
 DH3078
 DH3078'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3078'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3078'OF INARAJAN.
 DH3078' 
 DH3078'TO REACH NARRATIVE- TO REACH THE STATION FROM THE TALOFOFO BRIDGE, GO
 DH3078'SOUTH ON ROUTE 4 FOR 4.5 MILE TO THE STATION ON THE LEFT SIDE OF ROUTE
 DH3078'4.
 DH3078' 
 DH3078'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.00M NORTHEAST
 DH3078'OF CENTERLINE OF ROUTE 4, .774M NORTHWEST FROM THE SOUTHWEST CORNER
 DH3078'POST OF A CHAIN LINK FENCE AND 17.40M SOUTHWEST OF A CONCRETE POWER
 DH3078'POLE.
 DH3078' 
 DH3078'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3078'STAMPED--2530--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3032 ***********************************************************************
 DH3032  DESIGNATION -  GGN 2537
 DH3032  PID         -  DH3032
 DH3032  STATE/COUNTY-  GU/GUAM
 DH3032  USGS QUAD   -  INARAJAN (1968)
 DH3032
 DH3032                         *CURRENT SURVEY CONTROL
 DH3032  ___________________________________________________________________
 DH3032* NAD 83(1986)-  13 16 22.     (N)    215 15 07.     (W)     SCALED    
 DH3032* GUVD04      -         8.204  (meters)      26.92   (feet)  ADJUSTED  
 DH3032  ___________________________________________________________________
 DH3032  GEOID HEIGHT-          53.11  (meters)                     EGM96
 DH3032
 DH3032  VERT ORDER  -  FIRST     CLASS II
 DH3032
 DH3032.The horizontal coordinates were scaled from a topographic map and have
 DH3032.an estimated accuracy of +/- 6 seconds.
 DH3032
 DH3032.The orthometric height was determined by differential leveling
 DH3032.and adjusted by the National Geodetic Survey in May 2005..
 DH3032
 DH3032.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3032.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3032
 DH3032                          SUPERSEDED SURVEY CONTROL
 DH3032
 DH3032.No superseded survey control is available for this station.
 DH3032
 DH3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ560684(NAD 83)
 DH3032_MARKER: DD = SURVEY DISK
 DH3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3032_STAMPING: 2537
 DH3032_MARK LOGO: GUAMLM
 DH3032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3032+STABILITY: SURFACE MOTION
 DH3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3032+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3032
 DH3032  HISTORY     - Date     Condition        Report By
 DH3032  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3032
 DH3032                          STATION DESCRIPTION
 DH3032
 DH3032'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3032'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3032'OF INARAJAN.
 DH3032' 
 DH3032'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3032'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR .1 MILE TO THE STATION ON THE
 DH3032'RIGHT SIDE OF ROUTE 4.
 DH3032' 
 DH3032'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS .90M SOUTHWEST
 DH3032'FROM A FIRE HYDRANT, 8.40M NORTHEAST FROM A CONCRETE POWER POLE AND
 DH3032'6.40M NORTHEAST FROM CENTERLINE OF ROUTE 4.
 DH3032' 
 DH3032'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3032'STAMPED--2537--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3082 ***********************************************************************
 DH3082  DESIGNATION -  GGN 2544
 DH3082  PID         -  DH3082
 DH3082  STATE/COUNTY-  GU/GUAM
 DH3082  USGS QUAD   -  INARAJAN (1968)
 DH3082
 DH3082                         *CURRENT SURVEY CONTROL
 DH3082  ___________________________________________________________________
 DH3082* NAD 83(1986)-  13 15 52.     (N)    215 15 39.     (W)     SCALED    
 DH3082* GUVD04      -        17.231  (meters)      56.53   (feet)  ADJUSTED  
 DH3082  ___________________________________________________________________
 DH3082  GEOID HEIGHT-          53.06  (meters)                     EGM96
 DH3082
 DH3082  VERT ORDER  -  FIRST     CLASS II
 DH3082
 DH3082.The horizontal coordinates were scaled from a topographic map and have
 DH3082.an estimated accuracy of +/- 6 seconds.
 DH3082
 DH3082.The orthometric height was determined by differential leveling
 DH3082.and adjusted by the National Geodetic Survey in May 2005..
 DH3082
 DH3082.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3082.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3082
 DH3082                          SUPERSEDED SURVEY CONTROL
 DH3082
 DH3082.No superseded survey control is available for this station.
 DH3082
 DH3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ550674(NAD 83)
 DH3082_MARKER: DD = SURVEY DISK
 DH3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3082_STAMPING: 2544
 DH3082_MARK LOGO: GUAMLM
 DH3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3082+STABILITY: SURFACE MOTION
 DH3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3082+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3082
 DH3082  HISTORY     - Date     Condition        Report By
 DH3082  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3082
 DH3082                          STATION DESCRIPTION
 DH3082
 DH3082'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3082'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3082'OF INARAJAN.
 DH3082' 
 DH3082'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3082'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 1.1 MILE TO THE STATION ON
 DH3082'THE LEFT SIDE OF ROUTE 4.
 DH3082' 
 DH3082'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.30M SOUTHEAST
 DH3082'FROM A CONCRETE POWER POLE, 11.70M FROM A CONCRETE POWER POLE (PV-198)
 DH3082'AND 4.60M SOUTH OF AN ASPHALT ROAD.
 DH3082' 
 DH3082'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3082'STAMPED--2544--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3033 ***********************************************************************
 DH3033  DESIGNATION -  GGN 2547
 DH3033  PID         -  DH3033
 DH3033  STATE/COUNTY-  GU/GUAM
 DH3033  USGS QUAD   -  INARAJAN (1968)
 DH3033
 DH3033                         *CURRENT SURVEY CONTROL
 DH3033  ___________________________________________________________________
 DH3033* NAD 83(1986)-  13 15 19.     (N)    215 16 03.     (W)     SCALED    
 DH3033* GUVD04      -         3.223  (meters)      10.57   (feet)  ADJUSTED  
 DH3033  ___________________________________________________________________
 DH3033  GEOID HEIGHT-          52.99  (meters)                     EGM96
 DH3033
 DH3033  VERT ORDER  -  FIRST     CLASS II
 DH3033
 DH3033.The horizontal coordinates were scaled from a topographic map and have
 DH3033.an estimated accuracy of +/- 6 seconds.
 DH3033
 DH3033.The orthometric height was determined by differential leveling
 DH3033.and adjusted by the National Geodetic Survey in May 2005..
 DH3033
 DH3033.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3033.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3033
 DH3033                          SUPERSEDED SURVEY CONTROL
 DH3033
 DH3033.No superseded survey control is available for this station.
 DH3033
 DH3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ543664(NAD 83)
 DH3033_MARKER: DD = SURVEY DISK
 DH3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3033_STAMPING: 2547
 DH3033_MARK LOGO: GUAMLM
 DH3033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3033+STABILITY: SURFACE MOTION
 DH3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3033+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3033
 DH3033  HISTORY     - Date     Condition        Report By
 DH3033  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3033
 DH3033                          STATION DESCRIPTION
 DH3033
 DH3033'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3033'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3033'OF INARAJAN.
 DH3033' 
 DH3033'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3033'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 1.9 MILE TO THE STATION ON
 DH3033'THE RIGHT SIDE OF ROUTE 4.  STATION IS ON THE NORTHWEST CORNER OF TUN
 DH3033'ENEMCIO AND REGINA DIEGO DR.
 DH3033' 
 DH3033'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.60M NORTHEAST
 DH3033'FROM A CONCRETE POWER POLE (PV-225), 7.60M SOUTHEAST FROM CENTERLINE
 DH3033'OF ROUTE 4 AND 12.20 SOUTHWEST FROM A TELEPHONE BOX (3, 7-4B).
 DH3033' 
 DH3033'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3033'STAMPED--2547--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3034 ***********************************************************************
 DH3034  DESIGNATION -  GGN 2555
 DH3034  PID         -  DH3034
 DH3034  STATE/COUNTY-  GU/GUAM
 DH3034  USGS QUAD   -  TALOFOFO (1975)
 DH3034
 DH3034                         *CURRENT SURVEY CONTROL
 DH3034  ___________________________________________________________________
 DH3034* NAD 83(1986)-  13 20 10.     (N)    215 14 16.     (W)     SCALED    
 DH3034* GUVD04      -         2.648  (meters)       8.69   (feet)  ADJUSTED  
 DH3034  ___________________________________________________________________
 DH3034  GEOID HEIGHT-          53.69  (meters)                     EGM96
 DH3034
 DH3034  VERT ORDER  -  FIRST     CLASS II
 DH3034
 DH3034.The horizontal coordinates were scaled from a topographic map and have
 DH3034.an estimated accuracy of +/- 6 seconds.
 DH3034
 DH3034.The orthometric height was determined by differential leveling
 DH3034.and adjusted by the National Geodetic Survey in May 2005..
 DH3034
 DH3034.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3034.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3034
 DH3034                          SUPERSEDED SURVEY CONTROL
 DH3034
 DH3034.No superseded survey control is available for this station.
 DH3034
 DH3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ576753(NAD 83)
 DH3034_MARKER: DD = SURVEY DISK
 DH3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3034_STAMPING: 2555
 DH3034_MARK LOGO: GUAMLM
 DH3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3034+STABILITY: SURFACE MOTION
 DH3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3034+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3034
 DH3034  HISTORY     - Date     Condition        Report By
 DH3034  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3034
 DH3034                          STATION DESCRIPTION
 DH3034
 DH3034'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3034'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3034'OF TALOFOFO.
 DH3034' 
 DH3034'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3034'ROUTE 14, GO SOUTH ON ROUTE 4 FOR 0.5 MILES, TO THE STATION ON THE
 DH3034'NORTHWEST CORNER PAULINO HEIGHTS ROAD AND SOUTHWEST OF TALOFOFO SURF
 DH3034'BEACH PARK.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH SURFACE.
 DH3034' 
 DH3034'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.60M SOUTHWEST
 DH3034'OF CENTERLINE OF ROUTE 4, 18.60M NORTHWEST OF A CONCRETE POWER POLE
 DH3034'AND 8.70M NORTHWEST OF CENTERLINE OF (AC) PAULINO HEIGHTS.
 DH3034' 
 DH3034'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3034'STAMPED--2555--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3035 ***********************************************************************
 DH3035  DESIGNATION -  GGN 2583
 DH3035  PID         -  DH3035
 DH3035  STATE/COUNTY-  GU/GUAM
 DH3035  USGS QUAD   -  INARAJAN (1968)
 DH3035
 DH3035                         *CURRENT SURVEY CONTROL
 DH3035  ___________________________________________________________________
 DH3035* NAD 83(1993)-  13 14 59.32701(N)    215 16 35.14093(W)     ADJUSTED  
 DH3035* GUVD04      -         9.446  (meters)      30.99   (feet)  ADJUSTED  
 DH3035  ___________________________________________________________________
 DH3035  EPOCH DATE  -        2004.00
 DH3035  X           -  -5,069,285.072 (meters)                     COMP
 DH3035  Y           -   3,586,123.740 (meters)                     COMP
 DH3035  Z           -   1,452,334.712 (meters)                     COMP
 DH3035  ELLIP HEIGHT-          62.28  (meters)          (06/10/05) GPS OBS
 DH3035  GEOID HEIGHT-          52.98  (meters)                     EGM96
 DH3035
 DH3035  HORZ ORDER  -  A
 DH3035  VERT ORDER  -  FIRST     CLASS II
 DH3035  ELLP ORDER  -  THIRD     CLASS II
 DH3035
 DH3035.The horizontal coordinates were established by GPS observations
 DH3035.and adjusted by the National Geodetic Survey in June 2005..
 DH3035.The horizontal coordinates are valid at the epoch date displayed above.
 DH3035.The epoch date for horizontal control is a decimal equivalence
 DH3035.of Year/Month/Day.
 DH3035
 DH3035.The orthometric height was determined by differential leveling
 DH3035.and adjusted by the National Geodetic Survey in May 2005..
 DH3035
 DH3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3035
 DH3035.The ellipsoidal height was determined by GPS observations
 DH3035.and is referenced to NAD 83.
 DH3035
 DH3035.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3035.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3035
 DH3035;                    North         East     Units Scale Factor Converg.
 DH3035;UTM  55      - 1,465,885.422   253,331.808   MT  1.00035275   -0 31 19.3
 DH3035
 DH3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3035!UTM  55      -   0.99999021  x   1.00035275  =   1.00034295
 DH3035
 DH3035                          SUPERSEDED SURVEY CONTROL
 DH3035
 DH3035.No superseded survey control is available for this station.
 DH3035
 DH3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5333265885(NAD 83)
 DH3035_MARKER: DD = SURVEY DISK
 DH3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3035_STAMPING: 2583
 DH3035_MARK LOGO: GUAMLM
 DH3035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3035+STABILITY: SURFACE MOTION
 DH3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3035+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3035
 DH3035  HISTORY     - Date     Condition        Report By
 DH3035  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3035
 DH3035                          STATION DESCRIPTION
 DH3035
 DH3035'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3035'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3035'OF INARAJAN.
 DH3035' 
 DH3035'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3035'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 2.6 MILE TO THE STATION ON
 DH3035'THE RIGHT SIDE OF ROUTE 4.
 DH3035' 
 DH3035'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 4.80M NORTH FROM
 DH3035'CENTERLINE OF ROUTE 4, 16.45 NORTHEAST FROM A WATER MAN HOLE CENTER OF
 DH3035'COVER (.53M DIA.).
 DH3035' 
 DH3035'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3035'STAMPED--2583--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3036 ***********************************************************************
 DH3036  DESIGNATION -  GGN 2590
 DH3036  PID         -  DH3036
 DH3036  STATE/COUNTY-  GU/GUAM
 DH3036  USGS QUAD   -  MERIZO (1968)
 DH3036
 DH3036                         *CURRENT SURVEY CONTROL
 DH3036  ___________________________________________________________________
 DH3036* NAD 83(1986)-  13 15 44.     (N)    215 19 29.     (W)     SCALED    
 DH3036* GUVD04      -         2.549  (meters)       8.36   (feet)  ADJUSTED  
 DH3036  ___________________________________________________________________
 DH3036  GEOID HEIGHT-          53.34  (meters)                     EGM96
 DH3036
 DH3036  VERT ORDER  -  FIRST     CLASS II
 DH3036
 DH3036.The horizontal coordinates were scaled from a topographic map and have
 DH3036.an estimated accuracy of +/- 6 seconds.
 DH3036
 DH3036.The orthometric height was determined by differential leveling
 DH3036.and adjusted by the National Geodetic Survey in May 2005..
 DH3036
 DH3036.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3036.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3036
 DH3036                          SUPERSEDED SURVEY CONTROL
 DH3036
 DH3036.No superseded survey control is available for this station.
 DH3036
 DH3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ481673(NAD 83)
 DH3036_MARKER: DD = SURVEY DISK
 DH3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3036_STAMPING: 2590
 DH3036_MARK LOGO: GUAMLM
 DH3036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3036+STABILITY: SURFACE MOTION
 DH3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3036+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3036
 DH3036  HISTORY     - Date     Condition        Report By
 DH3036  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3036
 DH3036                          STATION DESCRIPTION
 DH3036
 DH3036'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3036'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3036'OF MERIZO.
 DH3036' 
 DH3036'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3036'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 6.5 MILE TO THE STATION ON
 DH3036'THE RIGHT SIDE OF ROUTE 4.  STATION IS LOCATED NORTHWEST OF HEMLANIS
 DH3036'MERIZO APARTMENT.
 DH3036' 
 DH3036'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.30M EAST FROM
 DH3036'CENTERLINE OF ROUTE 4, 16.50M XOUTH FROM A CONCRETE POWER POLE
 DH3036'(PV-386) AND 12.70M SOUTHWEST FROM A WOODEN POWER POLE (402).
 DH3036' 
 DH3036'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3036'STAMPED--2590--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3037 ***********************************************************************
 DH3037  DESIGNATION -  GGN 2603
 DH3037  PID         -  DH3037
 DH3037  STATE/COUNTY-  GU/GUAM
 DH3037  USGS QUAD   -  APRA HARBOR (1975)
 DH3037
 DH3037                         *CURRENT SURVEY CONTROL
 DH3037  ___________________________________________________________________
 DH3037* NAD 83(1986)-  13 25 17.     (N)    215 19 29.     (W)     SCALED    
 DH3037* GUVD04      -         4.030  (meters)      13.22   (feet)  ADJUSTED  
 DH3037  ___________________________________________________________________
 DH3037  GEOID HEIGHT-          54.54  (meters)                     EGM96
 DH3037
 DH3037  VERT ORDER  -  FIRST     CLASS II
 DH3037
 DH3037.The horizontal coordinates were scaled from a topographic map and have
 DH3037.an estimated accuracy of +/- 6 seconds.
 DH3037
 DH3037.The orthometric height was determined by differential leveling
 DH3037.and adjusted by the National Geodetic Survey in May 2005..
 DH3037.No vertical observational check was made to the station.
 DH3037
 DH3037.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3037.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3037
 DH3037                          SUPERSEDED SURVEY CONTROL
 DH3037
 DH3037.No superseded survey control is available for this station.
 DH3037
 DH3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ482849(NAD 83)
 DH3037_MARKER: DD = SURVEY DISK
 DH3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3037_STAMPING: 2603
 DH3037_MARK LOGO: GUAMLM
 DH3037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3037+STABILITY: SURFACE MOTION
 DH3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3037+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3037
 DH3037  HISTORY     - Date     Condition        Report By
 DH3037  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3037
 DH3037                          STATION DESCRIPTION
 DH3037
 DH3037'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3037'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3037'OF PITI / SANTA RITA.
 DH3037' 
 DH3037'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3037'ROUTE 1 AND POLARIS POINT, GO SOUT ON ROUTE 1 FOR 1.3 MILES.  THE
 DH3037'STATION IS ON WEST SIDE OF ROUTE 1.  THE MARK IS A CONCRETE MONUMENT
 DH3037'FLUSH WITH SURFACE OF GROUND.
 DH3037' 
 DH3037'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 17.10M SOUTHWEST
 DH3037'OF STEEL POWER POLE, 9M NORTHWEST OF INTERSECTION OF ROUTE 1 AND ROUTE
 DH3037'2, APPROXIMATELY 250 FT NORTHEAST OF MAIN GATE NAVAL STATION AND SOUTH
 DH3037'OF COMNAVMARIANAS PASS AND ID OFFICE.
 DH3037' 
 DH3037'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3037'STAMPED--2603--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3038 ***********************************************************************
 DH3038  DESIGNATION -  GGN 2609
 DH3038  PID         -  DH3038
 DH3038  STATE/COUNTY-  GU/GUAM
 DH3038  USGS QUAD   -  MERIZO (1968)
 DH3038
 DH3038                         *CURRENT SURVEY CONTROL
 DH3038  ___________________________________________________________________
 DH3038* NAD 83(1986)-  13 15 56.     (N)    215 19 53.     (W)     SCALED    
 DH3038* GUVD04      -         2.469  (meters)       8.10   (feet)  ADJUSTED  
 DH3038  ___________________________________________________________________
 DH3038  GEOID HEIGHT-          53.40  (meters)                     EGM96
 DH3038
 DH3038  VERT ORDER  -  FIRST     CLASS II
 DH3038
 DH3038.The horizontal coordinates were scaled from a topographic map and have
 DH3038.an estimated accuracy of +/- 6 seconds.
 DH3038
 DH3038.The orthometric height was determined by differential leveling
 DH3038.and adjusted by the National Geodetic Survey in May 2005..
 DH3038
 DH3038.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3038.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3038
 DH3038                          SUPERSEDED SURVEY CONTROL
 DH3038
 DH3038.No superseded survey control is available for this station.
 DH3038
 DH3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ473676(NAD 83)
 DH3038_MARKER: DD = SURVEY DISK
 DH3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3038_STAMPING: 2609
 DH3038_MARK LOGO: GUAMLM
 DH3038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3038+STABILITY: SURFACE MOTION
 DH3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3038+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3038
 DH3038  HISTORY     - Date     Condition        Report By
 DH3038  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3038
 DH3038                          STATION DESCRIPTION
 DH3038
 DH3038'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3038'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3038'OF MERIZO.
 DH3038' 
 DH3038'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3038'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 7.1 MILE TO THE STATION ON
 DH3038'THE RIGHT SIDE OF ROUTE 4.
 DH3038' 
 DH3038'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 16.60M SOUTH
 DH3038'FROM A CONCRETE POWER POLE (PV-407), 9.50M SOUTHEAST FROM CENTERLINE
 DH3038'OF A ASPHALT ROAD AND 8.30M NORTH FROM CENTERLINE ROUTE 4.
 DH3038' 
 DH3038'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3038'STAMPED--2609--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3039 ***********************************************************************
 DH3039  DESIGNATION -  GGN 2657
 DH3039  PID         -  DH3039
 DH3039  STATE/COUNTY-  GU/GUAM
 DH3039  USGS QUAD   -  AGANA (1968)
 DH3039
 DH3039                         *CURRENT SURVEY CONTROL
 DH3039  ___________________________________________________________________
 DH3039* NAD 83(1986)-  13 26 22.     (N)    215 12 05.     (W)     SCALED    
 DH3039* GUVD04      -        64.946  (meters)     213.08   (feet)  ADJUSTED  
 DH3039  ___________________________________________________________________
 DH3039  GEOID HEIGHT-          54.34  (meters)                     EGM96
 DH3039
 DH3039  VERT ORDER  -  FIRST     CLASS II
 DH3039
 DH3039.The horizontal coordinates were scaled from a topographic map and have
 DH3039.an estimated accuracy of +/- 6 seconds.
 DH3039
 DH3039.The orthometric height was determined by differential leveling
 DH3039.and adjusted by the National Geodetic Survey in May 2005..
 DH3039.No vertical observational check was made to the station.
 DH3039
 DH3039.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3039.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3039
 DH3039                          SUPERSEDED SURVEY CONTROL
 DH3039
 DH3039.No superseded survey control is available for this station.
 DH3039
 DH3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ616867(NAD 83)
 DH3039_MARKER: DD = SURVEY DISK
 DH3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3039_STAMPING: 2657
 DH3039_MARK LOGO: GUAMLM
 DH3039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3039+STABILITY: SURFACE MOTION
 DH3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3039+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3039
 DH3039  HISTORY     - Date     Condition        Report By
 DH3039  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3039
 DH3039                          STATION DESCRIPTION
 DH3039
 DH3039'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3039'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3039'OF MANGILAO.
 DH3039' 
 DH3039'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3039'VIETNAM VETERANS HIGHWAY (ROUTE 10), GO NORTH ON ROUTE 10 FOR 1.3
 DH3039'MILES, TO THE STATION ON THE SOUTHEAST OF ROUTE 10.  THE STATION IS A
 DH3039'CONCRETE MONUMENT FLUSH WITH THE SURFACE.  THE STATION IS ON THE
 DH3039'SOUTHWEST CORNER OF ROUTE 10 AND ROUTE 32.
 DH3039' 
 DH3039'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 1.30M SOUTH OF
 DH3039'EDGE OF PAVEMENT ROUTE 10, 19.60M NORTHWEST OF CONCRETE POWER POLE (LC
 DH3039'70-2), AND 17.30M NORTHWEST OF A 3.53M X 0.90M GPA CONCRETE BOX ON THE
 DH3039'NORTHEAST CORNER.
 DH3039' 
 DH3039'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3039'STAMPED--2657--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3040 ***********************************************************************
 DH3040  DESIGNATION -  GGN 2669
 DH3040  PID         -  DH3040
 DH3040  STATE/COUNTY-  GU/GUAM
 DH3040  USGS QUAD   -  TALOFOFO (1975)
 DH3040
 DH3040                         *CURRENT SURVEY CONTROL
 DH3040  ___________________________________________________________________
 DH3040* NAD 83(1986)-  13 21 00.     (N)    215 13 51.     (W)     SCALED    
 DH3040* GUVD04      -        12.365  (meters)      40.57   (feet)  ADJUSTED  
 DH3040  ___________________________________________________________________
 DH3040  GEOID HEIGHT-          53.78  (meters)                     EGM96
 DH3040
 DH3040  VERT ORDER  -  FIRST     CLASS II
 DH3040
 DH3040.The horizontal coordinates were scaled from a topographic map and have
 DH3040.an estimated accuracy of +/- 6 seconds.
 DH3040
 DH3040.The orthometric height was determined by differential leveling
 DH3040.and adjusted by the National Geodetic Survey in May 2005..
 DH3040
 DH3040.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3040.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3040
 DH3040                          SUPERSEDED SURVEY CONTROL
 DH3040
 DH3040.No superseded survey control is available for this station.
 DH3040
 DH3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ583769(NAD 83)
 DH3040_MARKER: DD = SURVEY DISK
 DH3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3040_STAMPING: 2669
 DH3040_MARK LOGO: GUAMLM
 DH3040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3040+STABILITY: SURFACE MOTION
 DH3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3040+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3040
 DH3040  HISTORY     - Date     Condition        Report By
 DH3040  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3040
 DH3040                          STATION DESCRIPTION
 DH3040
 DH3040'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3040'GENERAL STATION LOCATION- THE STATION IS LOCATED IN SUBURBAN OF IPAN,
 DH3040'THE MUNICIPALITY OF TALOFOFO.
 DH3040' 
 DH3040'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3040'ROUTE 17, GO SOUTH ON ROUTE 4 FOR 2.5 MILES, TO THE STATION ON THE
 DH3040'EAST SIDE OF ROUTE 4 AND ACROSS PAULINO HEIGHTS ROAD.  THE MARK IS
 DH3040'SOUTH OF BUS SHELTER (YT-95).
 DH3040' 
 DH3040'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.10M EAST OF
 DH3040'CENTERLINE OF ROUTE 4, 12.10M SOUTH OF A CONCRETE POWER POLE (PU-23-7)
 DH3040'AND 8.20M NORTH OF A TELEPHONE BOX.
 DH3040' 
 DH3040'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3040'STAMPED--2669--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3041 ***********************************************************************
 DH3041  DESIGNATION -  GGN 2679
 DH3041  PID         -  DH3041
 DH3041  STATE/COUNTY-  GU/GUAM
 DH3041  USGS QUAD   -  MERIZO (1968)
 DH3041
 DH3041                         *CURRENT SURVEY CONTROL
 DH3041  ___________________________________________________________________
 DH3041* NAD 83(1986)-  13 15 20.     (N)    215 19 13.     (W)     SCALED    
 DH3041* GUVD04      -         1.949  (meters)       6.39   (feet)  ADJUSTED  
 DH3041  ___________________________________________________________________
 DH3041  GEOID HEIGHT-          53.25  (meters)                     EGM96
 DH3041
 DH3041  VERT ORDER  -  FIRST     CLASS II
 DH3041
 DH3041.The horizontal coordinates were scaled from a topographic map and have
 DH3041.an estimated accuracy of +/- 6 seconds.
 DH3041
 DH3041.The orthometric height was determined by differential leveling
 DH3041.and adjusted by the National Geodetic Survey in May 2005..
 DH3041
 DH3041.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3041.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3041
 DH3041                          SUPERSEDED SURVEY CONTROL
 DH3041
 DH3041.No superseded survey control is available for this station.
 DH3041
 DH3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ485665(NAD 83)
 DH3041_MARKER: DD = SURVEY DISK
 DH3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3041_STAMPING: 2679
 DH3041_MARK LOGO: GUAMLM
 DH3041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3041+STABILITY: SURFACE MOTION
 DH3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3041+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3041
 DH3041  HISTORY     - Date     Condition        Report By
 DH3041  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3041
 DH3041                          STATION DESCRIPTION
 DH3041
 DH3041'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3041'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3041'OF MERIZO.
 DH3041' 
 DH3041'OWNERSHIP- MUST INFORM OWNER.
 DH3041' 
 DH3041'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3041'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 5.9 MILE TO THE STATION ON
 DH3041'THE LEFT SIDE OF ROUTE 4.
 DH3041' 
 DH3041'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 1.87M NORTHWEST
 DH3041'FROM THE NORTHWEST CORNER OF A CONCRETE BUS SHELTER (STA 1/M-14),
 DH3041'5.10M SOUTH FROM THE CENTERLINE OF ROUTE 4 AND 12.92M NORTHEAST FROM A
 DH3041'TELEPHONE BOX (3.36).
 DH3041' 
 DH3041'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3041'STAMPED--2679--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3042 ***********************************************************************
 DH3042  DESIGNATION -  GGN 2692
 DH3042  PID         -  DH3042
 DH3042  STATE/COUNTY-  GU/GUAM
 DH3042  USGS QUAD   -  MERIZO (1968)
 DH3042
 DH3042                         *CURRENT SURVEY CONTROL
 DH3042  ___________________________________________________________________
 DH3042* NAD 83(1986)-  13 14 51.     (N)    215 17 57.     (W)     SCALED    
 DH3042* GUVD04      -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 DH3042  ___________________________________________________________________
 DH3042  GEOID HEIGHT-          53.07  (meters)                     EGM96
 DH3042
 DH3042  VERT ORDER  -  FIRST     CLASS II
 DH3042
 DH3042.The horizontal coordinates were scaled from a topographic map and have
 DH3042.an estimated accuracy of +/- 6 seconds.
 DH3042
 DH3042.The orthometric height was determined by differential leveling
 DH3042.and adjusted by the National Geodetic Survey in May 2005..
 DH3042
 DH3042.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3042.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3042
 DH3042                          SUPERSEDED SURVEY CONTROL
 DH3042
 DH3042.No superseded survey control is available for this station.
 DH3042
 DH3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ508656(NAD 83)
 DH3042_MARKER: DD = SURVEY DISK
 DH3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3042_STAMPING: 2692
 DH3042_MARK LOGO: GUAMLM
 DH3042_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3042+STABILITY: SURFACE MOTION
 DH3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3042+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3042
 DH3042  HISTORY     - Date     Condition        Report By
 DH3042  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3042
 DH3042                          STATION DESCRIPTION
 DH3042
 DH3042'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3042'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3042'OF MERIZO.
 DH3042' 
 DH3042'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 DH3042'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 4.1 MILE TO THE STATION ON
 DH3042'THE LEFT SIDE OF ROUTE 4.
 DH3042' 
 DH3042'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 19.80 M
 DH3042'NORTHWEST FROM A CONCRETE POWER POLE, 8.40M SOUTH FROM CENTERLINE OF
 DH3042'ROUTE 4, AND 39.36M SOUTHEAST FROM A TELEPHONE BOX (3.57).
 DH3042' 
 DH3042'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3042'STAMPED--2692--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3043 ***********************************************************************
 DH3043  DESIGNATION -  GGN 2717
 DH3043  PID         -  DH3043
 DH3043  STATE/COUNTY-  GU/GUAM
 DH3043  USGS QUAD   -  MERIZO (1968)
 DH3043
 DH3043                         *CURRENT SURVEY CONTROL
 DH3043  ___________________________________________________________________
 DH3043* NAD 83(1986)-  13 17 14.     (N)    215 20 23.     (W)     SCALED    
 DH3043* GUVD04      -        21.089  (meters)      69.19   (feet)  ADJUSTED  
 DH3043  ___________________________________________________________________
 DH3043  GEOID HEIGHT-          53.63  (meters)                     EGM96
 DH3043
 DH3043  VERT ORDER  -  FIRST     CLASS II
 DH3043
 DH3043.The horizontal coordinates were scaled from a topographic map and have
 DH3043.an estimated accuracy of +/- 6 seconds.
 DH3043
 DH3043.The orthometric height was determined by differential leveling
 DH3043.and adjusted by the National Geodetic Survey in May 2005..
 DH3043
 DH3043.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3043.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3043
 DH3043                          SUPERSEDED SURVEY CONTROL
 DH3043
 DH3043.No superseded survey control is available for this station.
 DH3043
 DH3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ465700(NAD 83)
 DH3043_MARKER: DD = SURVEY DISK
 DH3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3043_STAMPING: 2717
 DH3043_MARK LOGO: GUAMLM
 DH3043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3043+STABILITY: SURFACE MOTION
 DH3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3043+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3043
 DH3043  HISTORY     - Date     Condition        Report By
 DH3043  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3043
 DH3043                          STATION DESCRIPTION
 DH3043
 DH3043'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3043'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3043'OF UMATAC.
 DH3043' 
 DH3043'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3043'ROUTE 4 AND PAGAT, GO WEST ON ROUTE 4, FOR 1.7 MILE TO THE STATION ON
 DH3043'THE LEFT SIDE OF ROUTE 4.
 DH3043' 
 DH3043'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 5.90M WEST FROM
 DH3043'CENTERLINE ROUTE 2, AND 22.70 SOUTHEAST FROM A CONCRETE POWER POLE.
 DH3043' 
 DH3043'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3043'STAMPED--2717--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3044 ***********************************************************************
 DH3044  DESIGNATION -  GGN 2722
 DH3044  PID         -  DH3044
 DH3044  STATE/COUNTY-  GU/GUAM
 DH3044  USGS QUAD   -  AGAT (1975)
 DH3044
 DH3044                         *CURRENT SURVEY CONTROL
 DH3044  ___________________________________________________________________
 DH3044* NAD 83(1986)-  13 18 05.     (N)    215 20 28.     (W)     SCALED    
 DH3044* GUVD04      -        23.684  (meters)      77.70   (feet)  ADJUSTED  
 DH3044  ___________________________________________________________________
 DH3044  GEOID HEIGHT-          53.76  (meters)                     EGM96
 DH3044
 DH3044  VERT ORDER  -  FIRST     CLASS II
 DH3044
 DH3044.The horizontal coordinates were scaled from a topographic map and have
 DH3044.an estimated accuracy of +/- 6 seconds.
 DH3044
 DH3044.The orthometric height was determined by differential leveling
 DH3044.and adjusted by the National Geodetic Survey in May 2005..
 DH3044
 DH3044.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3044.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3044
 DH3044                          SUPERSEDED SURVEY CONTROL
 DH3044
 DH3044.No superseded survey control is available for this station.
 DH3044
 DH3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ463716(NAD 83)
 DH3044_MARKER: DD = SURVEY DISK
 DH3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3044_STAMPING: 2722
 DH3044_MARK LOGO: GUAMLM
 DH3044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3044+STABILITY: SURFACE MOTION
 DH3044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3044+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3044
 DH3044  HISTORY     - Date     Condition        Report By
 DH3044  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3044
 DH3044                          STATION DESCRIPTION
 DH3044
 DH3044'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3044'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3044'OF UMATAC.
 DH3044' 
 DH3044'TO REACH NARRATIVE- TO REACH THE STATION FROM THE UMATAC CHURCH (SAN
 DH3044'DIONISIO), GO NORTH ON ROUTE 2 FOR 0.3 MILE TO THE STATION ON THE LEFT
 DH3044'SIDE OF ROUTE 2.
 DH3044' 
 DH3044'MONUMENT DESCRIPTION AND MEASUREMENTS- TEH STATION IS 6.80M NORTHWEST
 DH3044'OF CENTERLINE OF ROUTE 2, 17.40M SOUTH OF A CONCRETE POWER POLE AND
 DH3044'11.50M SOUTHEAST OF A CHAIN LINK FENCE POST (BLDG WBP-2, GPA).
 DH3044' 
 DH3044'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3044'STAMPED--2722--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3045 ***********************************************************************
 DH3045  DESIGNATION -  GGN 2728
 DH3045  PID         -  DH3045
 DH3045  STATE/COUNTY-  GU/GUAM
 DH3045  USGS QUAD   -  AGAT (1975)
 DH3045
 DH3045                         *CURRENT SURVEY CONTROL
 DH3045  ___________________________________________________________________
 DH3045* NAD 83(1986)-  13 18 11.     (N)    215 19 50.     (W)     SCALED    
 DH3045* GUVD04      -       110.583  (meters)     362.80   (feet)  ADJUSTED  
 DH3045  ___________________________________________________________________
 DH3045  GEOID HEIGHT-          53.74  (meters)                     EGM96
 DH3045
 DH3045  VERT ORDER  -  FIRST     CLASS II
 DH3045
 DH3045.The horizontal coordinates were scaled from a topographic map and have
 DH3045.an estimated accuracy of +/- 6 seconds.
 DH3045
 DH3045.The orthometric height was determined by differential leveling
 DH3045.and adjusted by the National Geodetic Survey in May 2005..
 DH3045
 DH3045.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3045.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3045
 DH3045                          SUPERSEDED SURVEY CONTROL
 DH3045
 DH3045.No superseded survey control is available for this station.
 DH3045
 DH3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ475718(NAD 83)
 DH3045_MARKER: DD = SURVEY DISK
 DH3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3045_STAMPING: 2728
 DH3045_MARK LOGO: GUAMLM
 DH3045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3045+STABILITY: SURFACE MOTION
 DH3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3045+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3045
 DH3045  HISTORY     - Date     Condition        Report By
 DH3045  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3045
 DH3045                          STATION DESCRIPTION
 DH3045
 DH3045'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3045'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3045'OF UMATAC.
 DH3045' 
 DH3045'TO REACH NARRATIVE- TO REACH THE STATION FROM THE UMATAC CHURCH (SAN
 DH3045'DIONISIO), GO NORTH ON ROUTE 2 FOR 1.0 MILE TO THE STATION ON THE
 DH3045'RIGHT SIDE OF ROUTE 2.
 DH3045' 
 DH3045'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.80M SOUTH OF
 DH3045'CENTERLINE OF ROUTE 2, 14.40M WEST OF A CONCRETE POWER POLE AND 30.60M
 DH3045'EAST OF CONCRETE POWER POLE.
 DH3045' 
 DH3045'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3045'STAMPED--2728--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3081 ***********************************************************************
 DH3081  DESIGNATION -  GGN 2729
 DH3081  PID         -  DH3081
 DH3081  STATE/COUNTY-  GU/GUAM
 DH3081  USGS QUAD   -  AGAT (1975)
 DH3081
 DH3081                         *CURRENT SURVEY CONTROL
 DH3081  ___________________________________________________________________
 DH3081* NAD 83(1986)-  13 18 21.     (N)    215 19 33.     (W)     SCALED    
 DH3081* GUVD04      -       112.657  (meters)     369.61   (feet)  ADJUSTED  
 DH3081  ___________________________________________________________________
 DH3081  GEOID HEIGHT-          53.75  (meters)                     EGM96
 DH3081
 DH3081  VERT ORDER  -  FIRST     CLASS II
 DH3081
 DH3081.The horizontal coordinates were scaled from a topographic map and have
 DH3081.an estimated accuracy of +/- 6 seconds.
 DH3081
 DH3081.The orthometric height was determined by differential leveling
 DH3081.and adjusted by the National Geodetic Survey in May 2005..
 DH3081
 DH3081.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3081.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3081
 DH3081                          SUPERSEDED SURVEY CONTROL
 DH3081
 DH3081.No superseded survey control is available for this station.
 DH3081
 DH3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ480721(NAD 83)
 DH3081_MARKER: DD = SURVEY DISK
 DH3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3081_STAMPING: 2729
 DH3081_MARK LOGO: GUAMLM
 DH3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3081+STABILITY: SURFACE MOTION
 DH3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3081+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 DH3081
 DH3081  HISTORY     - Date     Condition        Report By
 DH3081  HISTORY     - 20040513 MONUMENTED       GUAMLM
 DH3081
 DH3081                          STATION DESCRIPTION
 DH3081
 DH3081'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3081'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3081'OF UMATAC.
 DH3081' 
 DH3081'TO REACH NARRATIVE- TO REACH THE STATION FROM THE UMATAC CHURCH (SAN
 DH3081'DIONISIO), GO NORTH ON ROUTE 2 FOR 1.4 MILE TO THE STATION ON THE
 DH3081'RIGHT SIDE OF ROUTE 2.
 DH3081' 
 DH3081'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.70M EAST OF
 DH3081'CENTERLINE OF ROUTE 2, 6.10M SOUTHWEST FROM SOUTHWEST CORNER OF A
 DH3081'CONCRETE BUS SHELTER (STA 1/U-8) AND 26.40 NORTH OF A CONCRETE POWER
 DH3081'POLE (PPM-55A).
 DH3081' 
 DH3081'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3081'STAMPED--2729--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3046 ***********************************************************************
 DH3046  DESIGNATION -  GGN 2731
 DH3046  PID         -  DH3046
 DH3046  STATE/COUNTY-  GU/GUAM
 DH3046  USGS QUAD   -  AGAT (1975)
 DH3046
 DH3046                         *CURRENT SURVEY CONTROL
 DH3046  ___________________________________________________________________
 DH3046* NAD 83(1986)-  13 18 57.     (N)    215 19 37.     (W)     SCALED    
 DH3046* GUVD04      -       170.974  (meters)     560.94   (feet)  ADJUSTED  
 DH3046  ___________________________________________________________________
 DH3046  GEOID HEIGHT-          53.84  (meters)                     EGM96
 DH3046
 DH3046  VERT ORDER  -  FIRST     CLASS II
 DH3046
 DH3046.The horizontal coordinates were scaled from a topographic map and have
 DH3046.an estimated accuracy of +/- 6 seconds.
 DH3046
 DH3046.The orthometric height was determined by differential leveling
 DH3046.and adjusted by the National Geodetic Survey in May 2005..
 DH3046
 DH3046.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3046.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3046
 DH3046                          SUPERSEDED SURVEY CONTROL
 DH3046
 DH3046.No superseded survey control is available for this station.
 DH3046
 DH3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ479732(NAD 83)
 DH3046_MARKER: DD = SURVEY DISK
 DH3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3046_STAMPING: 2731
 DH3046_MARK LOGO: GUAMLM
 DH3046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3046+STABILITY: SURFACE MOTION
 DH3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3046+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3046
 DH3046  HISTORY     - Date     Condition        Report By
 DH3046  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3046
 DH3046                          STATION DESCRIPTION
 DH3046
 DH3046'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3046'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3046'OF UMATAC.
 DH3046' 
 DH3046'TO REACH NARRATIVE- TO REACH THE STATION FROM THE ENTRANCE TO CETTI
 DH3046'BAY OVERLOOK A CONCRETE STAIR CASE AND ROUTE 2, GO SOUTH ON ROUTE 2
 DH3046'FOR 0.95 MILES TO THE STATION ON THE LEFT SIDE OF ROUTE 2.  THE
 DH3046'STATION IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3046' 
 DH3046'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.80M NORTHEAST
 DH3046'OF CENTERLINE OF ROUTE 2, 5.80M SOUTHWEST OF A CONCRETE POWER POLE.
 DH3046' 
 DH3046'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3046'STAMPED--2731--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3047 ***********************************************************************
 DH3047  DESIGNATION -  GGN 2732
 DH3047  PID         -  DH3047
 DH3047  STATE/COUNTY-  GU/GUAM
 DH3047  USGS QUAD   -  AGAT (1975)
 DH3047
 DH3047                         *CURRENT SURVEY CONTROL
 DH3047  ___________________________________________________________________
 DH3047* NAD 83(1986)-  13 19 17.     (N)    215 19 38.     (W)     SCALED    
 DH3047* GUVD04      -       213.094  (meters)     699.13   (feet)  ADJUSTED  
 DH3047  ___________________________________________________________________
 DH3047  GEOID HEIGHT-          53.89  (meters)                     EGM96
 DH3047
 DH3047  VERT ORDER  -  FIRST     CLASS II
 DH3047
 DH3047.The horizontal coordinates were scaled from a topographic map and have
 DH3047.an estimated accuracy of +/- 6 seconds.
 DH3047
 DH3047.The orthometric height was determined by differential leveling
 DH3047.and adjusted by the National Geodetic Survey in May 2005..
 DH3047
 DH3047.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3047.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3047
 DH3047                          SUPERSEDED SURVEY CONTROL
 DH3047
 DH3047.No superseded survey control is available for this station.
 DH3047
 DH3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ478738(NAD 83)
 DH3047_MARKER: DD = SURVEY DISK
 DH3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3047_STAMPING: 2732
 DH3047_MARK LOGO: GUAMLM
 DH3047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3047+STABILITY: SURFACE MOTION
 DH3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3047+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3047
 DH3047  HISTORY     - Date     Condition        Report By
 DH3047  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3047
 DH3047                          STATION DESCRIPTION
 DH3047
 DH3047'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3047'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3047'OF UMATAC.
 DH3047' 
 DH3047'TO REACH NARRATIVE- TO REACH THE STATION FROM THE ENTRANCE TO CETTI
 DH3047'BAY OVERLOOK A CONCRETE STAIR CASE AND ROUTE 2, GO SOUTH ON ROUTE 2
 DH3047'FOR 0.6 MILES TO THE STATION ON THE LEFT SIDE OF ROUTE 2.  THE STATION
 DH3047'IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3047' 
 DH3047'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.80M EAST OF
 DH3047'CENTERLINE OF ROUTE 2, 4.70M SOUTHWEST OF A CONCRETE POWER POLE AND
 DH3047'6.0M SOUTHWEST OF A TELEPHONE BOX.
 DH3047' 
 DH3047'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3047'STAMPED--2732--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3048 ***********************************************************************
 DH3048  DESIGNATION -  GGN 2733
 DH3048  PID         -  DH3048
 DH3048  STATE/COUNTY-  GU/GUAM
 DH3048  USGS QUAD   -  AGAT (1975)
 DH3048
 DH3048                         *CURRENT SURVEY CONTROL
 DH3048  ___________________________________________________________________
 DH3048* NAD 83(1986)-  13 19 31.     (N)    215 19 51.     (W)     SCALED    
 DH3048* GUVD04      -       195.139  (meters)     640.22   (feet)  ADJUSTED  
 DH3048  ___________________________________________________________________
 DH3048  GEOID HEIGHT-          53.93  (meters)                     EGM96
 DH3048
 DH3048  VERT ORDER  -  FIRST     CLASS II
 DH3048
 DH3048.The horizontal coordinates were scaled from a topographic map and have
 DH3048.an estimated accuracy of +/- 6 seconds.
 DH3048
 DH3048.The orthometric height was determined by differential leveling
 DH3048.and adjusted by the National Geodetic Survey in May 2005..
 DH3048
 DH3048.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3048.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3048
 DH3048                          SUPERSEDED SURVEY CONTROL
 DH3048
 DH3048.No superseded survey control is available for this station.
 DH3048
 DH3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ475742(NAD 83)
 DH3048_MARKER: DD = SURVEY DISK
 DH3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3048_STAMPING: 2733
 DH3048_MARK LOGO: GUAMLM
 DH3048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3048+STABILITY: SURFACE MOTION
 DH3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3048+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3048
 DH3048  HISTORY     - Date     Condition        Report By
 DH3048  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3048
 DH3048                          STATION DESCRIPTION
 DH3048
 DH3048'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3048'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICPALITY OF
 DH3048'UMATAC.
 DH3048' 
 DH3048'TO REACH NARRATIVE- TO REACH THE STATION FROM THE ENTRANCE TO CETTI
 DH3048'BAY OVERLOOK A CONCRETE STAIR CASE AND ROUTE 2, GO SOUTH ON ROUTE 2
 DH3048'FOR 0.2 MILES TO THE STATION ON THE RIGHT SIDE OF ROUTE 2.  THE
 DH3048'STATION IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 DH3048' 
 DH3048'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.70M SOUTHWEST
 DH3048'OF CENTERLINE OF ROUTE 2, 37.40M NORTHWEST OF A CONCRETE POWER POLE.
 DH3048' 
 DH3048'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3048'STAMPED--2733--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3049 ***********************************************************************
 DH3049  DESIGNATION -  GGN 2734
 DH3049  PID         -  DH3049
 DH3049  STATE/COUNTY-  GU/GUAM
 DH3049  USGS QUAD   -  AGAT (1975)
 DH3049
 DH3049                         *CURRENT SURVEY CONTROL
 DH3049  ___________________________________________________________________
 DH3049* NAD 83(1986)-  13 19 40.     (N)    215 20 12.     (W)     SCALED    
 DH3049* GUVD04      -       159.109  (meters)     522.01   (feet)  ADJUSTED  
 DH3049  ___________________________________________________________________
 DH3049  GEOID HEIGHT-          53.96  (meters)                     EGM96
 DH3049
 DH3049  VERT ORDER  -  FIRST     CLASS II
 DH3049
 DH3049.The horizontal coordinates were scaled from a topographic map and have
 DH3049.an estimated accuracy of +/- 6 seconds.
 DH3049
 DH3049.The orthometric height was determined by differential leveling
 DH3049.and adjusted by the National Geodetic Survey in May 2005..
 DH3049
 DH3049.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3049.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3049
 DH3049                          SUPERSEDED SURVEY CONTROL
 DH3049
 DH3049.No superseded survey control is available for this station.
 DH3049
 DH3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ468745(NAD 83)
 DH3049_MARKER: DD = SURVEY DISK
 DH3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3049_STAMPING: 2734
 DH3049_MARK LOGO: GUAMLM
 DH3049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3049+STABILITY: SURFACE MOTION
 DH3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3049+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3049
 DH3049  HISTORY     - Date     Condition        Report By
 DH3049  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3049
 DH3049                          STATION DESCRIPTION
 DH3049
 DH3049'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3049'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3049'OF AGAT.
 DH3049' 
 DH3049'TO REACH NARRATIVE- TO REACH THE STATION FROM THE ROUTE 2 AND ENTRANCE
 DH3049'TO SELLA BAY LOOKOUT, GO SOUTH ON ROUTE 2 FOR 0.7 MILES TO THE STATION
 DH3049'ON THE RIGHT SIDE OF ROUTE 2.  THE STATION IS A CONCRETE MONUMENT
 DH3049'FLUSH WITH THE SURFACE.
 DH3049' 
 DH3049'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12.20M SOUTHWEST
 DH3049'OF CENTERLINE OF ROUTE 2, 4.70M SOUTHEAST OF A CONCRETE POWER POLE.
 DH3049' 
 DH3049'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3049'STAMPED--2734--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3050 ***********************************************************************
 DH3050  DESIGNATION -  GGN 2735
 DH3050  PID         -  DH3050
 DH3050  STATE/COUNTY-  GU/GUAM
 DH3050  USGS QUAD   -  AGAT (1975)
 DH3050
 DH3050                         *CURRENT SURVEY CONTROL
 DH3050  ___________________________________________________________________
 DH3050* NAD 83(1986)-  13 19 55.     (N)    215 20 20.     (W)     SCALED    
 DH3050* GUVD04      -       141.719  (meters)     464.96   (feet)  ADJUSTED  
 DH3050  ___________________________________________________________________
 DH3050  GEOID HEIGHT-          54.00  (meters)                     EGM96
 DH3050
 DH3050  VERT ORDER  -  FIRST     CLASS II
 DH3050
 DH3050.The horizontal coordinates were scaled from a topographic map and have
 DH3050.an estimated accuracy of +/- 6 seconds.
 DH3050
 DH3050.The orthometric height was determined by differential leveling
 DH3050.and adjusted by the National Geodetic Survey in May 2005..
 DH3050
 DH3050.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3050.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3050
 DH3050                          SUPERSEDED SURVEY CONTROL
 DH3050
 DH3050.No superseded survey control is available for this station.
 DH3050
 DH3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ466750(NAD 83)
 DH3050_MARKER: DD = SURVEY DISK
 DH3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3050_STAMPING: 2735
 DH3050_MARK LOGO: GUAMLM
 DH3050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3050+STABILITY: SURFACE MOTION
 DH3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3050+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3050
 DH3050  HISTORY     - Date     Condition        Report By
 DH3050  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3050
 DH3050                          STATION DESCRIPTION
 DH3050
 DH3050'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3050'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3050'OF AGAT.
 DH3050' 
 DH3050'TO REACH NARRATIVE- TO REACH THE STATION FROM THE ROUTE 2 AND ENTRANCE
 DH3050'TO SELL A BAY LOOKOUT, GO SOUTH ON ROUTE 2 FOR 0.4 MILES TO THE
 DH3050'STATION ON THE RIGHT SIDE OF ROUTE 2.  THE STATION IS A CONCRETE
 DH3050'MONUMENT FLUSH WITH THE SURFACE.
 DH3050' 
 DH3050'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.0M SOUTHWEST
 DH3050'OF CENTERLINE OF ROUTE 2, 8.50M SOUTHEAST OF A CONCRETE POWER POLE.
 DH3050' 
 DH3050'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3050'STAMPED--2735--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3052 ***********************************************************************
 DH3052  DESIGNATION -  GGN 2740
 DH3052  PID         -  DH3052
 DH3052  STATE/COUNTY-  GU/GUAM
 DH3052  USGS QUAD   -  AGAT (1975)
 DH3052
 DH3052                         *CURRENT SURVEY CONTROL
 DH3052  ___________________________________________________________________
 DH3052* NAD 83(1986)-  13 21 12.     (N)    215 20 48.     (W)     SCALED    
 DH3052* GUVD04      -        43.213  (meters)     141.77   (feet)  ADJUSTED  
 DH3052  ___________________________________________________________________
 DH3052  GEOID HEIGHT-          54.17  (meters)                     EGM96
 DH3052
 DH3052  VERT ORDER  -  FIRST     CLASS II
 DH3052
 DH3052.The horizontal coordinates were scaled from a topographic map and have
 DH3052.an estimated accuracy of +/- 6 seconds.
 DH3052
 DH3052.The orthometric height was determined by differential leveling
 DH3052.and adjusted by the National Geodetic Survey in May 2005..
 DH3052
 DH3052.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3052.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3052
 DH3052                          SUPERSEDED SURVEY CONTROL
 DH3052
 DH3052.No superseded survey control is available for this station.
 DH3052
 DH3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ458774(NAD 83)
 DH3052_MARKER: DD = SURVEY DISK
 DH3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3052_STAMPING: 2740
 DH3052_MARK LOGO: GUAMLM
 DH3052_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3052+STABILITY: SURFACE MOTION
 DH3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3052+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3052
 DH3052  HISTORY     - Date     Condition        Report By
 DH3052  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3052
 DH3052                          STATION DESCRIPTION
 DH3052
 DH3052'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3052'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3052'OF AGAT.
 DH3052' 
 DH3052'TO REACH NARRATIVE- TO REACH THE STATION FROM THE SOUTH ENTRANCE OF
 DH3052'NIMITZ BEACH PARK AND ROUTE 2, GO SOUTH ON ROUTE 2 FOR 0.8 MILES TO
 DH3052'THE STATION ON THE EAST SIDE OF ROUTE 2.  THE STATION IS FLUSH WITH
 DH3052'SURFACE.
 DH3052' 
 DH3052'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.50M NORTHEAST
 DH3052'OF CENTERLINE OF ROUTE 2, 6.50M NORTHWEST OF A CONCRETE POWER POLE
 DH3052'(DDM-55) AND 24.30M NORTHWEST OF A FIRE HYDRANT.
 DH3052' 
 DH3052'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3052'STAMPED--2740--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3100 ***********************************************************************
 DH3100  DESIGNATION -  GGN 2751
 DH3100  PID         -  DH3100
 DH3100  STATE/COUNTY-  GU/GUAM
 DH3100  USGS QUAD   -  AGAT (1975)
 DH3100
 DH3100                         *CURRENT SURVEY CONTROL
 DH3100  ___________________________________________________________________
 DH3100* NAD 83(1986)-  13 23 55.     (N)    215 20 13.     (W)     SCALED    
 DH3100* GUVD04      -         2.112  (meters)       6.93   (feet)  ADJUSTED  
 DH3100  ___________________________________________________________________
 DH3100  GEOID HEIGHT-          54.43  (meters)                     EGM96
 DH3100
 DH3100  VERT ORDER  -  FIRST     CLASS II
 DH3100
 DH3100.The horizontal coordinates were scaled from a topographic map and have
 DH3100.an estimated accuracy of +/- 6 seconds.
 DH3100
 DH3100.The orthometric height was determined by differential leveling
 DH3100.and adjusted by the National Geodetic Survey in May 2005..
 DH3100
 DH3100.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3100.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3100
 DH3100                          SUPERSEDED SURVEY CONTROL
 DH3100
 DH3100.No superseded survey control is available for this station.
 DH3100
 DH3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ469824(NAD 83)
 DH3100_MARKER: DD = SURVEY DISK
 DH3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3100_STAMPING: 2751
 DH3100_MARK LOGO: GUAMLM
 DH3100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3100+STABILITY: SURFACE MOTION
 DH3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3100+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3100
 DH3100  HISTORY     - Date     Condition        Report By
 DH3100  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3100
 DH3100                          STATION DESCRIPTION
 DH3100
 DH3100'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3100'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3100'OF AGAT.
 DH3100' 
 DH3100'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3100'ROUTE 2 AND ROUTE 5 GO NORTH 0.2 MILES, STATION ON THE LEFT SIDE OF
 DH3100'ROUTE 2.  THIS IS A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 DH3100'GROUND.
 DH3100' 
 DH3100'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.50M WEST OF
 DH3100'CENTERLINE OF ROUTE 2, 7.50M NORTHEAST OF CONCRETE POWER POLE AND
 DH3100'6.80M SOUTHWEST OF CENTER SEWER MAN HOLE COVER.
 DH3100' 
 DH3100'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3100'STAMPED--2751--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3065 ***********************************************************************
 DH3065  DESIGNATION -  GGN 2752
 DH3065  PID         -  DH3065
 DH3065  STATE/COUNTY-  GU/GUAM
 DH3065  USGS QUAD   -  AGAT (1975)
 DH3065
 DH3065                         *CURRENT SURVEY CONTROL
 DH3065  ___________________________________________________________________
 DH3065* NAD 83(1986)-  13 24 18.     (N)    215 20 14.     (W)     SCALED    
 DH3065* GUVD04      -         1.979  (meters)       6.49   (feet)  ADJUSTED  
 DH3065  ___________________________________________________________________
 DH3065  GEOID HEIGHT-          54.47  (meters)                     EGM96
 DH3065
 DH3065  VERT ORDER  -  FIRST     CLASS II
 DH3065
 DH3065.The horizontal coordinates were scaled from a topographic map and have
 DH3065.an estimated accuracy of +/- 6 seconds.
 DH3065
 DH3065.The orthometric height was determined by differential leveling
 DH3065.and adjusted by the National Geodetic Survey in May 2005..
 DH3065
 DH3065.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3065.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3065
 DH3065                          SUPERSEDED SURVEY CONTROL
 DH3065
 DH3065.No superseded survey control is available for this station.
 DH3065
 DH3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ469831(NAD 83)
 DH3065_MARKER: DD = SURVEY DISK
 DH3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3065_STAMPING: 2752
 DH3065_MARK LOGO: GUAMLM
 DH3065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3065+STABILITY: SURFACE MOTION
 DH3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3065+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 DH3065
 DH3065  HISTORY     - Date     Condition        Report By
 DH3065  HISTORY     - 20040304 MONUMENTED       GUAMLM
 DH3065
 DH3065                          STATION DESCRIPTION
 DH3065
 DH3065'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (BES)
 DH3065'THE STATION IS LOCATED IN THE MUNICIPALITY OF AGAT.
 DH3065' 
 DH3065'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 2A AND ROUTE 5, GO
 DH3065'SOUTH SOUTHWEST ON ROUTE 2 FOR 0.7 MILES, TURN RIGHT ON ROUTE 2A SOUTH
 DH3065'FOR 0.9 MILES, AT THE INTERSECTION OF ROUTE 2A AND SHORELINE ROAD TURN
 DH3065'RIGHT ONTO SHORELINE ROAD FOR 1.5 MILES AND STATION ON THE EAST SIDE
 DH3065'OF SHORELINE ROAD.  THE STATION IS 0.2 MILE SOUTHEAST OF BACK GATE
 DH3065'NAVAL STATION AND ON THE EAST SIDE OF RIZAL BEACH.
 DH3065' 
 DH3065'THE STATION IS 7.0 METERS EAST OF CENTERLINE OF SHORELINE ROAD, 9.0
 DH3065'METERS NORTHWEST OF CONCRETE POWER POLE (DN 99), 3.0 METERS WEST OF
 DH3065'CHAIN LINK FENCE AND 7.0 METERS SOUTH OF A WOODEN POWER POLE.
 DH3065' 
 DH3065'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3065'STAMPED--2752--, SET INTO A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3053 ***********************************************************************
 DH3053  DESIGNATION -  GGN 2801
 DH3053  PID         -  DH3053
 DH3053  STATE/COUNTY-  GU/GUAM
 DH3053  USGS QUAD   -  TALOFOFO (1975)
 DH3053
 DH3053                         *CURRENT SURVEY CONTROL
 DH3053  ___________________________________________________________________
 DH3053* NAD 83(1986)-  13 19 01.     (N)    215 14 08.     (W)     SCALED    
 DH3053* GUVD04      -        95.652  (meters)     313.82   (feet)  ADJUSTED  
 DH3053  ___________________________________________________________________
 DH3053  GEOID HEIGHT-          53.50  (meters)                     EGM96
 DH3053
 DH3053  VERT ORDER  -  FIRST     CLASS II
 DH3053
 DH3053.The horizontal coordinates were scaled from a topographic map and have
 DH3053.an estimated accuracy of +/- 6 seconds.
 DH3053
 DH3053.The orthometric height was determined by differential leveling
 DH3053.and adjusted by the National Geodetic Survey in May 2005..
 DH3053
 DH3053.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3053.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3053
 DH3053                          SUPERSEDED SURVEY CONTROL
 DH3053
 DH3053.No superseded survey control is available for this station.
 DH3053
 DH3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ578732(NAD 83)
 DH3053_MARKER: DD = SURVEY DISK
 DH3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3053_STAMPING: 2801
 DH3053_MARK LOGO: GUAMLM
 DH3053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3053+STABILITY: SURFACE MOTION
 DH3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3053+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 DH3053
 DH3053  HISTORY     - Date     Condition        Report By
 DH3053  HISTORY     - 20040505 MONUMENTED       GUAMLM
 DH3053
 DH3053                          STATION DESCRIPTION
 DH3053
 DH3053'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3053'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3053'OF INARAJAN.
 DH3053' 
 DH3053'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3053'AND ROUTE 4A, GO SOUTH ON ROUTE 4 FOR 2.0 MILES.  THE STATION IS ON
 DH3053'WEST SIDE OF ROUTE 4.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH
 DH3053'THE GROUND.
 DH3053' 
 DH3053'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 8.20M WEST OF
 DH3053'CENTERLINE OF ROUTE 4 AND 3.50M SOUTHEAST OF CONCRETE POWER POLE.
 DH3053' 
 DH3053'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3053'STAMPED--2801--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3054 ***********************************************************************
 DH3054  DESIGNATION -  GGN 3071
 DH3054  PID         -  DH3054
 DH3054  STATE/COUNTY-  GU/GUAM
 DH3054  USGS QUAD   -  
 DH3054
 DH3054                         *CURRENT SURVEY CONTROL
 DH3054  ___________________________________________________________________
 DH3054* NAD 83(1986)-  13 33 37.     (N)    215 06 07.     (W)     SCALED    
 DH3054* GUVD04      -       186.089  (meters)     610.53   (feet)  ADJUSTED  
 DH3054  ___________________________________________________________________
 DH3054  GEOID HEIGHT-          54.61  (meters)                     EGM96
 DH3054
 DH3054  VERT ORDER  -  FIRST     CLASS II
 DH3054
 DH3054.The horizontal coordinates were scaled from a topographic map and have
 DH3054.an estimated accuracy of +/- 6 seconds.
 DH3054
 DH3054.The orthometric height was determined by differential leveling
 DH3054.and adjusted by the National Geodetic Survey in May 2005..
 DH3054.No vertical observational check was made to the station.
 DH3054
 DH3054.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3054.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3054
 DH3054                          SUPERSEDED SURVEY CONTROL
 DH3054
 DH3054.No superseded survey control is available for this station.
 DH3054
 DH3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR725000(NAD 83)
 DH3054_MARKER: DD = SURVEY DISK
 DH3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3054_STAMPING: 3071
 DH3054_MARK LOGO: GUAMLM
 DH3054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3054+STABILITY: SURFACE MOTION
 DH3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3054+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3054
 DH3054  HISTORY     - Date     Condition        Report By
 DH3054  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3054
 DH3054                          STATION DESCRIPTION
 DH3054
 DH3054'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3054'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3054'OF YIGO.
 DH3054' 
 DH3054'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3054'MARINE CORP DRIVE (ROUTE 1) AND MAIN GATE AAFB, GO SOUTH ON ROUTE 1
 DH3054'FOR 0.3 MILE TO THE STATION ON THE LEFT SIDE OF ROUTE 1.
 DH3054' 
 DH3054'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 14.90M EAST OF
 DH3054'CENTERLINE OF ROUTE 1, 7.70M SOUTH OF A WATER VALVE (305MM DIA) CENTER
 DH3054'AND 11.00M NORTH OF A CONCRETE POWER POLE (DB 238).
 DH3054' 
 DH3054'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK
 DH3054'STAMPED--3071--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3079 ***********************************************************************
 DH3079  DESIGNATION -  GGN 3123
 DH3079  PID         -  DH3079
 DH3079  STATE/COUNTY-  GU/GUAM
 DH3079  USGS QUAD   -  
 DH3079
 DH3079                         *CURRENT SURVEY CONTROL
 DH3079  ___________________________________________________________________
 DH3079* NAD 83(1986)-  13 32 43.     (N)    215 09 58.     (W)     SCALED    
 DH3079* GUVD04      -       109.581  (meters)     359.52   (feet)  ADJUSTED  
 DH3079  ___________________________________________________________________
 DH3079  GEOID HEIGHT-          54.80  (meters)                     EGM96
 DH3079
 DH3079  VERT ORDER  -  FIRST     CLASS II
 DH3079
 DH3079.The horizontal coordinates were scaled from a topographic map and have
 DH3079.an estimated accuracy of +/- 6 seconds.
 DH3079
 DH3079.The orthometric height was determined by differential leveling
 DH3079.and adjusted by the National Geodetic Survey in May 2005..
 DH3079
 DH3079.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3079.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3079
 DH3079                          SUPERSEDED SURVEY CONTROL
 DH3079
 DH3079.No superseded survey control is available for this station.
 DH3079
 DH3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ655984(NAD 83)
 DH3079_MARKER: DD = SURVEY DISK
 DH3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3079_STAMPING: 3123
 DH3079_MARK LOGO: GUAMLM
 DH3079_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3079+STABILITY: SURFACE MOTION
 DH3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3079+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3079
 DH3079  HISTORY     - Date     Condition        Report By
 DH3079  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH3079
 DH3079                          STATION DESCRIPTION
 DH3079
 DH3079'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3079'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3079'OF DEDEDO.
 DH3079' 
 DH3079'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH3079'AND ROUTE 28, GO SOUTH ON ROUTE 3 FOR 0.9 MILES, TO THE STATION ON THE
 DH3079'RIGHT SIDE OF ROUTE 3.  THE STATION IS A CONCRETE MONUMENT FLUSH WITH
 DH3079'THE SURFACE.
 DH3079' 
 DH3079'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.90M SOUTHWEST
 DH3079'OF CONCRETE POWER POLE, 40.90M SOUTH OF CENTERLINE OF ENTRANCE TO
 DH3079'ROYAL PALMS AT SOUTH FINEGAYAN AND 17.20M NORTHWEST OF CENTERLINE OF
 DH3079'ROUTE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3080 ***********************************************************************
 DH3080  DESIGNATION -  GGN 3124
 DH3080  PID         -  DH3080
 DH3080  STATE/COUNTY-  GU/GUAM
 DH3080  USGS QUAD   -  
 DH3080
 DH3080                         *CURRENT SURVEY CONTROL
 DH3080  ___________________________________________________________________
 DH3080* NAD 83(1986)-  13 33 12.     (N)    215 09 43.     (W)     SCALED    
 DH3080* GUVD04      -       113.058  (meters)     370.92   (feet)  ADJUSTED  
 DH3080  ___________________________________________________________________
 DH3080  GEOID HEIGHT-          54.82  (meters)                     EGM96
 DH3080
 DH3080  VERT ORDER  -  FIRST     CLASS II
 DH3080
 DH3080.The horizontal coordinates were scaled from a topographic map and have
 DH3080.an estimated accuracy of +/- 6 seconds.
 DH3080
 DH3080.The orthometric height was determined by differential leveling
 DH3080.and adjusted by the National Geodetic Survey in May 2005..
 DH3080
 DH3080.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3080.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3080
 DH3080                          SUPERSEDED SURVEY CONTROL
 DH3080
 DH3080.No superseded survey control is available for this station.
 DH3080
 DH3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ660993(NAD 83)
 DH3080_MARKER: DD = SURVEY DISK
 DH3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3080_STAMPING: 1993 GUAM GEODETIC NETWORK
 DH3080_MARK LOGO: GUGS  
 DH3080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3080+STABILITY: SURFACE MOTION
 DH3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3080+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3080
 DH3080  HISTORY     - Date     Condition        Report By
 DH3080  HISTORY     - 19930101 MONUMENTED       GUGS
 DH3080  HISTORY     - 20040511 GOOD             GUGS
 DH3080
 DH3080                          STATION DESCRIPTION
 DH3080
 DH3080'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3080'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3080'OF DEDEDO.
 DH3080' 
 DH3080'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH3080'AND ROUTE 28, GO SOUTH ON ROUTE 3 FOR 0.3 MILES, TO THE STATION ON THE
 DH3080'RIGHT SIDE OF ROUTE 3 AND WEST OF ENTRANCE TO ASTUMBO GARDENS.
 DH3080' 
 DH3080'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.30M NORTHWEST
 DH3080'OF CENTERLINE OF ROUTE 3, 18.40M SOUTHWEST OF CONCRETE POWER POLE AND
 DH3080'27.20M NORTHEAST OF A CONCRETE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH2970 ***********************************************************************
 DH2970  DESIGNATION -  GGTN 15 34 SR 0
 DH2970  PID         -  DH2970
 DH2970  STATE/COUNTY-  GU/GUAM
 DH2970  USGS QUAD   -  PATI POINT (1975)
 DH2970
 DH2970                         *CURRENT SURVEY CONTROL
 DH2970  ___________________________________________________________________
 DH2970* NAD 83(1986)-  13 32 36.     (N)    215 05 14.     (W)     SCALED    
 DH2970* GUVD04      -       178.943  (meters)     587.08   (feet)  ADJUSTED  
 DH2970  ___________________________________________________________________
 DH2970  GEOID HEIGHT-          54.45  (meters)                     EGM96
 DH2970
 DH2970  VERT ORDER  -  FIRST     CLASS II
 DH2970
 DH2970.The horizontal coordinates were scaled from a topographic map and have
 DH2970.an estimated accuracy of +/- 6 seconds.
 DH2970
 DH2970.The orthometric height was determined by differential leveling
 DH2970.and adjusted by the National Geodetic Survey in May 2005..
 DH2970.No vertical observational check was made to the station.
 DH2970
 DH2970.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH2970.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH2970
 DH2970                          SUPERSEDED SURVEY CONTROL
 DH2970
 DH2970.No superseded survey control is available for this station.
 DH2970
 DH2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ741981(NAD 83)
 DH2970_MARKER: DD = SURVEY DISK
 DH2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2970_STAMPING: 15.34/SR.0
 DH2970_MARK LOGO: GUAMLM
 DH2970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2970+STABILITY: SURFACE MOTION
 DH2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2970+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH2970
 DH2970  HISTORY     - Date     Condition        Report By
 DH2970  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH2970
 DH2970                          STATION DESCRIPTION
 DH2970
 DH2970'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH2970'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH2970'OF YIGO.
 DH2970' 
 DH2970'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH2970'AND ROUTE 29, GO NORTH ON ROUTE 15 FOR 1.16 MILE, STATION IS IN THE
 DH2970'CENTERLINE OF MT SANTA ROSA DR.  STATION ON THE RIGHT SIDE OF ROUTE
 DH2970'15.
 DH2970' 
 DH2970'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.20M EAST
 DH2970'CENTERLINE OF ROUTE 15, 21.90M NORTH FROM A WOODEN POWER POLE (PO
 DH2970'108-4-9A) AND 19.80 NORTH FROM A TELEPHONE BOX (3-17A).
 DH2970' 
 DH2970'THE MARK IS A STANDARD 1993 GUAM GEODETIC NETWORK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3055 ***********************************************************************
 DH3055  DESIGNATION -  GGTN 15.19
 DH3055  PID         -  DH3055
 DH3055  STATE/COUNTY-  GU/GUAM
 DH3055  USGS QUAD   -  DEDEDO (1975)
 DH3055
 DH3055                         *CURRENT SURVEY CONTROL
 DH3055  ___________________________________________________________________
 DH3055* NAD 83(1986)-  13 29 42.     (N)    215 08 18.     (W)     SCALED    
 DH3055* GUVD04      -       133.875  (meters)     439.22   (feet)  ADJUSTED  
 DH3055  ___________________________________________________________________
 DH3055  GEOID HEIGHT-          54.42  (meters)                     EGM96
 DH3055
 DH3055  VERT ORDER  -  FIRST     CLASS II
 DH3055
 DH3055.The horizontal coordinates were scaled from a topographic map and have
 DH3055.an estimated accuracy of +/- 6 seconds.
 DH3055
 DH3055.The orthometric height was determined by differential leveling
 DH3055.and adjusted by the National Geodetic Survey in May 2005..
 DH3055.No vertical observational check was made to the station.
 DH3055
 DH3055.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3055.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3055
 DH3055                          SUPERSEDED SURVEY CONTROL
 DH3055
 DH3055.No superseded survey control is available for this station.
 DH3055
 DH3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ685928(NAD 83)
 DH3055_MARKER: DD = SURVEY DISK
 DH3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3055_STAMPING: 15.19
 DH3055_MARK LOGO: GUAMLM
 DH3055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3055+STABILITY: SURFACE MOTION
 DH3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3055+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DH3055
 DH3055  HISTORY     - Date     Condition        Report By
 DH3055  HISTORY     - 20040517 MONUMENTED       GUAMLM
 DH3055
 DH3055                          STATION DESCRIPTION
 DH3055
 DH3055'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3055'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3055'OF MANGILAO.
 DH3055' 
 DH3055'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 DH3055'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 0.8 MILE, STATION ON THE LEFT
 DH3055'SIDE OF ROUTE 15.
 DH3055' 
 DH3055'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.00M NORTH FROM
 DH3055'CENTERLINE OF ROUTE 15, 10.20 SOUTHWEST FROM A WOODEN POWER POLE, AND
 DH3055'25.10M NORTHWEST FROM A WOODEN POWER POLE.
 DH3055' 
 DH3055'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 DH3055'STAMPED--15.19--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3076 ***********************************************************************
 DH3076  DESIGNATION -  GGTN 15.7
 DH3076  PID         -  DH3076
 DH3076  STATE/COUNTY-  GU/GUAM
 DH3076  USGS QUAD   -  DEDEDO (1975)
 DH3076
 DH3076                         *CURRENT SURVEY CONTROL
 DH3076  ___________________________________________________________________
 DH3076* NAD 83(1986)-  13 27 08.     (N)    215 10 25.     (W)     SCALED    
 DH3076* GUVD04      -        92.669  (meters)     304.03   (feet)  ADJUSTED  
 DH3076  ___________________________________________________________________
 DH3076  GEOID HEIGHT-          54.32  (meters)                     EGM96
 DH3076
 DH3076  VERT ORDER  -  FIRST     CLASS II
 DH3076
 DH3076.The horizontal coordinates were scaled from a topographic map and have
 DH3076.an estimated accuracy of +/- 6 seconds.
 DH3076
 DH3076.The orthometric height was determined by differential leveling
 DH3076.and adjusted by the National Geodetic Survey in May 2005..
 DH3076.No vertical observational check was made to the station.
 DH3076
 DH3076.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3076.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3076
 DH3076                          SUPERSEDED SURVEY CONTROL
 DH3076
 DH3076.No superseded survey control is available for this station.
 DH3076
 DH3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ646881(NAD 83)
 DH3076_MARKER: DD = SURVEY DISK
 DH3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3076_STAMPING: 15.7
 DH3076_MARK LOGO: GUGS  
 DH3076_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3076+STABILITY: SURFACE MOTION
 DH3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3076+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 DH3076
 DH3076  HISTORY     - Date     Condition        Report By
 DH3076  HISTORY     - 19630101 MONUMENTED       GUGS
 DH3076  HISTORY     - 20040510 GOOD             GUGS
 DH3076
 DH3076                          STATION DESCRIPTION
 DH3076
 DH3076'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3076'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3076'OF MANGILAO.
 DH3076' 
 DH3076'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM VETERAN
 DH3076'HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR -- MILES, THE
 DH3076'STATION IS ON THE RIGHT SIDE OF ROUTE 15.  THE STATION IS 6 INCHES
 DH3076'BELOW THE SURFACE, ENCASED IN A CAST IRON HOUSING.  THE MARK IS ON THE
 DH3076'TRAVEL LANE OF ROUTE 15.
 DH3076' 
 DH3076'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 2.60M EAST OF
 DH3076'CENTERLINE OF ROUTE 15 AND 0.8M NORTHWEST OF EDGE OF PAVEMENT OF ROUTE
 DH3076'15 AND 16.30M SOUTHWEST OF CONCRETE POWER POLE.
 DH3076' 
 DH3076'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 DH3076'STAMPED--15.7--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3056 ***********************************************************************
 DH3056  DESIGNATION -  GGTN 3.13
 DH3056  PID         -  DH3056
 DH3056  STATE/COUNTY-  GU/GUAM
 DH3056  USGS QUAD   -  
 DH3056
 DH3056                         *CURRENT SURVEY CONTROL
 DH3056  ___________________________________________________________________
 DH3056* NAD 83(1986)-  13 35 10.     (N)    215 08 26.     (W)     SCALED    
 DH3056* GUVD04      -       136.996  (meters)     449.46   (feet)  ADJUSTED  
 DH3056  ___________________________________________________________________
 DH3056  GEOID HEIGHT-          54.87  (meters)                     EGM96
 DH3056
 DH3056  VERT ORDER  -  FIRST     CLASS II
 DH3056
 DH3056.The horizontal coordinates were scaled from a topographic map and have
 DH3056.an estimated accuracy of +/- 6 seconds.
 DH3056
 DH3056.The orthometric height was determined by differential leveling
 DH3056.and adjusted by the National Geodetic Survey in May 2005..
 DH3056
 DH3056.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3056.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3056
 DH3056                          SUPERSEDED SURVEY CONTROL
 DH3056
 DH3056.No superseded survey control is available for this station.
 DH3056
 DH3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR683029(NAD 83)
 DH3056_MARKER: DD = SURVEY DISK
 DH3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3056_STAMPING: 3.13
 DH3056_MARK LOGO: GUAMLM
 DH3056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3056+STABILITY: SURFACE MOTION
 DH3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3056+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3056
 DH3056  HISTORY     - Date     Condition        Report By
 DH3056  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH3056
 DH3056                          STATION DESCRIPTION
 DH3056
 DH3056'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3056'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3056'OF DEDEDO.
 DH3056' 
 DH3056'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH3056'AND ROUTE 3A, GO SOUTH ON ROUTE 3 FOR 0.6 MILES TO THE STATION ON THE
 DH3056'CENTERLINE OF ROUTE 3.  THE STATION IS A 1963 DISK 6 INCHES BELOW THE
 DH3056'SURFACE ENCASE WITH A CAST IRON HOUSING.
 DH3056' 
 DH3056'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATIN IS 410M NORTHWEST OF
 DH3056'EDGE OF PAVEMENT OF ROUTE 3, 14.40M NORTHWEST OF A CONCRETE POWER POLE
 DH3056'(A DS-64, LK-160) AND 13.40M SOUTH OF CONCRETE POWER POLE (LV-94).
 DH3056' 
 DH3056'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 DH3056'STAMPED--3.13--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3083 ***********************************************************************
 DH3083  DESIGNATION -  GGTN 3.9
 DH3083  PID         -  DH3083
 DH3083  STATE/COUNTY-  GU/GUAM
 DH3083  USGS QUAD   -  
 DH3083
 DH3083                         *CURRENT SURVEY CONTROL
 DH3083  ___________________________________________________________________
 DH3083* NAD 83(1986)-  13 33 44.     (N)    215 09 25.     (W)     SCALED    
 DH3083* GUVD04      -       110.915  (meters)     363.89   (feet)  ADJUSTED  
 DH3083  ___________________________________________________________________
 DH3083  GEOID HEIGHT-          54.84  (meters)                     EGM96
 DH3083
 DH3083  VERT ORDER  -  FIRST     CLASS II
 DH3083
 DH3083.The horizontal coordinates were scaled from a topographic map and have
 DH3083.an estimated accuracy of +/- 6 seconds.
 DH3083
 DH3083.The orthometric height was determined by differential leveling
 DH3083.and adjusted by the National Geodetic Survey in May 2005..
 DH3083
 DH3083.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3083.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3083
 DH3083                          SUPERSEDED SURVEY CONTROL
 DH3083
 DH3083.No superseded survey control is available for this station.
 DH3083
 DH3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR665003(NAD 83)
 DH3083_MARKER: DD = SURVEY DISK
 DH3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3083_STAMPING: 3.9
 DH3083_MARK LOGO: GUAMLM
 DH3083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3083+STABILITY: SURFACE MOTION
 DH3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3083+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3083
 DH3083  HISTORY     - Date     Condition        Report By
 DH3083  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH3083
 DH3083                          STATION DESCRIPTION
 DH3083
 DH3083'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3083'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3083'OF DEDEDO.
 DH3083' 
 DH3083'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH3083'AND ROUTE 3A, GO SOUTH ON ROUTE 3 FOR 2.4 MILES, TO THE STATION IN THE
 DH3083'CENTERLINE OF ROUTE 3.  THE STATION IS A 1963 GGTN DISK, 6 INCHES
 DH3083'BELOW THE SURFACE ENCASED IN A CAST IRON HOUSING.
 DH3083' 
 DH3083'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.50M NORTHWEST
 DH3083'OF EDGE OF ROUTE 3, 3.60M SOUTHEAST OF EDGE OF ROUTE 3, AND 21.20M
 DH3083'SOUTHWEST OF A CONCRETE POWER POLE (A-DS-103,LK-102).
 DH3083' 
 DH3083'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 DH3083'STAMPED--3.9--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3077 ***********************************************************************
 DH3077  DESIGNATION -  GGTN 4.35
 DH3077  PID         -  DH3077
 DH3077  STATE/COUNTY-  GU/GUAM
 DH3077  USGS QUAD   -  TALOFOFO (1975)
 DH3077
 DH3077                         *CURRENT SURVEY CONTROL
 DH3077  ___________________________________________________________________
 DH3077* NAD 83(1986)-  13 23 53.     (N)    215 13 46.     (W)     SCALED    
 DH3077* GUVD04      -        61.384  (meters)     201.39   (feet)  ADJUSTED  
 DH3077  ___________________________________________________________________
 DH3077  GEOID HEIGHT-          54.16  (meters)                     EGM96
 DH3077
 DH3077  VERT ORDER  -  FIRST     CLASS II
 DH3077
 DH3077.The horizontal coordinates were scaled from a topographic map and have
 DH3077.an estimated accuracy of +/- 6 seconds.
 DH3077
 DH3077.The orthometric height was determined by differential leveling
 DH3077.and adjusted by the National Geodetic Survey in May 2005..
 DH3077
 DH3077.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3077.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3077
 DH3077                          SUPERSEDED SURVEY CONTROL
 DH3077
 DH3077.No superseded survey control is available for this station.
 DH3077
 DH3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ585822(NAD 83)
 DH3077_MARKER: DD = SURVEY DISK
 DH3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3077_STAMPING: 4.35
 DH3077_MARK LOGO: GUGS  
 DH3077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3077+STABILITY: SURFACE MOTION
 DH3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3077+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3077
 DH3077  HISTORY     - Date     Condition        Report By
 DH3077  HISTORY     - 19930101 MONUMENTED       GUGS
 DH3077  HISTORY     - 20040504 GOOD             GUGS
 DH3077
 DH3077                          STATION DESCRIPTION
 DH3077
 DH3077'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3077'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3077'OF YONA.
 DH3077' 
 DH3077'TO REACH NARRATIVE- TO REACH THE STATION FROM SAINT FRANCIS CHURCH IN
 DH3077'THE VILLAGE OF YONA, GO SOUTH ON ROUTE 4 FOR 1.1 MILES, TO THE STATION
 DH3077'IN TRAVEL LANE OF ROUTE 4.
 DH3077' 
 DH3077'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.22M WEST OF
 DH3077'EDGE OF PAVEMENT OF ROUTE 4, 22.36M SOUTHWEST OF CENTERLINE OF TAN
 DH3077'ROSALIA ROAD AND 26.73M SOUTHWEST OF THE NORTHEAST CORNER OF A
 DH3077'CONCRETE BUS SHELTER.
 DH3077' 
 DH3077'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 DH3077'STAMPED--4.35--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3092 ***********************************************************************
 DH3092  DESIGNATION -  GGTN 4.48
 DH3092  PID         -  DH3092
 DH3092  STATE/COUNTY-  GU/GUAM
 DH3092  USGS QUAD   -  TALOFOFO (1975)
 DH3092
 DH3092                         *CURRENT SURVEY CONTROL
 DH3092  ___________________________________________________________________
 DH3092* NAD 83(1986)-  13 22 50.     (N)    215 13 40.     (W)     SCALED    
 DH3092* GUVD04      -         8.608  (meters)      28.24   (feet)  ADJUSTED  
 DH3092  ___________________________________________________________________
 DH3092  GEOID HEIGHT-          54.02  (meters)                     EGM96
 DH3092
 DH3092  VERT ORDER  -  FIRST     CLASS II
 DH3092
 DH3092.The horizontal coordinates were scaled from a topographic map and have
 DH3092.an estimated accuracy of +/- 6 seconds.
 DH3092
 DH3092.The orthometric height was determined by differential leveling
 DH3092.and adjusted by the National Geodetic Survey in May 2005..
 DH3092
 DH3092.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3092.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3092
 DH3092                          SUPERSEDED SURVEY CONTROL
 DH3092
 DH3092.No superseded survey control is available for this station.
 DH3092
 DH3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ587803(NAD 83)
 DH3092_MARKER: DD = SURVEY DISK
 DH3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3092_STAMPING: 4.48
 DH3092_MARK LOGO: GUAMLM
 DH3092_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3092+STABILITY: SURFACE MOTION
 DH3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3092+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3092
 DH3092  HISTORY     - Date     Condition        Report By
 DH3092  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3092
 DH3092                          STATION DESCRIPTION
 DH3092
 DH3092'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3092'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3092'OF YONA.
 DH3092' 
 DH3092'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3092'ROUTE 17, GO SOUTH ON ROUTE 4 FOR 0.4 MILES, TO THE STATION WHICH IS A
 DH3092'CENTERLINE MONUMENT.  THE STATION IS A 1963 GUAM GEODETIC
 DH3092'TRIANGULATION NETWORK DISK.
 DH3092' 
 DH3092'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 4.00M EAST OF
 DH3092'EDGE OF PAVEMENT 27.90M NORTHWEST OF A CONCRETE POWER POLE (PU 23-16)
 DH3092'AND 18.20M SOUTHWEST OF A CONCRETE POWER POLE (PPM-45-5B).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3057 ***********************************************************************
 DH3057  DESIGNATION -  GGTN 4.61
 DH3057  PID         -  DH3057
 DH3057  STATE/COUNTY-  GU/GUAM
 DH3057  USGS QUAD   -  TALOFOFO (1975)
 DH3057
 DH3057                         *CURRENT SURVEY CONTROL
 DH3057  ___________________________________________________________________
 DH3057* NAD 83(1986)-  13 20 00.     (N)    215 14 12.     (W)     SCALED    
 DH3057* GUVD04      -        29.254  (meters)      95.98   (feet)  ADJUSTED  
 DH3057  ___________________________________________________________________
 DH3057  GEOID HEIGHT-          53.66  (meters)                     EGM96
 DH3057
 DH3057  VERT ORDER  -  FIRST     CLASS II
 DH3057
 DH3057.The horizontal coordinates were scaled from a topographic map and have
 DH3057.an estimated accuracy of +/- 6 seconds.
 DH3057
 DH3057.The orthometric height was determined by differential leveling
 DH3057.and adjusted by the National Geodetic Survey in May 2005..
 DH3057
 DH3057.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3057.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3057
 DH3057                          SUPERSEDED SURVEY CONTROL
 DH3057
 DH3057.No superseded survey control is available for this station.
 DH3057
 DH3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ577750(NAD 83)
 DH3057_MARKER: DD = SURVEY DISK
 DH3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3057_STAMPING: 4.61
 DH3057_MARK LOGO: GUAMLM
 DH3057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3057+STABILITY: SURFACE MOTION
 DH3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3057+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3057
 DH3057  HISTORY     - Date     Condition        Report By
 DH3057  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3057
 DH3057                          STATION DESCRIPTION
 DH3057
 DH3057'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3057'GENERAL STATION LOCATION- THE STATION IF LOCATED IN THE MUNICIPALITY
 DH3057'OF INARAJAN.
 DH3057' 
 DH3057'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3057'AND ROUTE 4A, GO SOUTH ON ROUTE 4 FOR 0.8 MILES.  THE STATION IS ON
 DH3057'EAST SIDE OF ROUTE 4.
 DH3057' 
 DH3057'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 2.80M EAST OF
 DH3057'CENTERLINE OF ROUTE 4, 0.75M WEST EDGE OF ROUTE 4, 14.90M SOUTHWEST OF
 DH3057'A WOODEN POWER POLE AND 3.90M SOUTHWEST OF THE NORTHEAST CORNER OF A
 DH3057'STEEL POST GUARD RAIL.  THE STATION IS A 1963 GUAM GEODETIC
 DH3057'TRIANGULATION NETWORK DISK, ENCASED WITH A CAST IRON HOUSING 6 INCHES
 DH3057'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3058 ***********************************************************************
 DH3058  DESIGNATION -  GGTN 4.70
 DH3058  PID         -  DH3058
 DH3058  STATE/COUNTY-  GU/GUAM
 DH3058  USGS QUAD   -  TALOFOFO (1975)
 DH3058
 DH3058                         *CURRENT SURVEY CONTROL
 DH3058  ___________________________________________________________________
 DH3058* NAD 83(1986)-  13 18 03.     (N)    215 14 18.     (W)     SCALED    
 DH3058* GUVD04      -        92.242  (meters)     302.63   (feet)  ADJUSTED  
 DH3058  ___________________________________________________________________
 DH3058  GEOID HEIGHT-          53.35  (meters)                     EGM96
 DH3058
 DH3058  VERT ORDER  -  FIRST     CLASS II
 DH3058
 DH3058.The horizontal coordinates were scaled from a topographic map and have
 DH3058.an estimated accuracy of +/- 6 seconds.
 DH3058
 DH3058.The orthometric height was determined by differential leveling
 DH3058.and adjusted by the National Geodetic Survey in May 2005..
 DH3058
 DH3058.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3058.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3058
 DH3058                          SUPERSEDED SURVEY CONTROL
 DH3058
 DH3058.No superseded survey control is available for this station.
 DH3058
 DH3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ575714(NAD 83)
 DH3058_MARKER: DD = SURVEY DISK
 DH3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3058_STAMPING: 4.70
 DH3058_MARK LOGO: GUAMLM
 DH3058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3058+STABILITY: SURFACE MOTION
 DH3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3058+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 DH3058
 DH3058  HISTORY     - Date     Condition        Report By
 DH3058  HISTORY     - 20040513 MONUMENTED       GUAMLM
 DH3058
 DH3058                          STATION DESCRIPTION
 DH3058
 DH3058'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3058'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3058'OF INARAJAN.
 DH3058' 
 DH3058'TO RACH NARRATIVE- TO REACH THE STATION FROM THE TALOFOFO BRIDGE, GO
 DH3058'SOUTH ON ROUTE 4 FOR 2.7 MILE TO THE STATION ON THE LEFT SIDE OF ROUTE
 DH3058'4 AND NORTHWEST OF CHALAN TUN PEDRO RIVERA DR.
 DH3058' 
 DH3058'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION 0.993M NORTHWEST
 DH3058'FROM EDGE OF ROUTE 4 AND 2.30M SOUTHEAST OF CENTERLINE OF ROUTE 4.
 DH3058' 
 DH3058'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRAIANGULATION NET DISK
 DH3058'STAMPED--4.70--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3091 ***********************************************************************
 DH3091  DESIGNATION -  GGTN 4.77
 DH3091  PID         -  DH3091
 DH3091  STATE/COUNTY-  GU/GUAM
 DH3091  USGS QUAD   -  INARAJAN (1968)
 DH3091
 DH3091                         *CURRENT SURVEY CONTROL
 DH3091  ___________________________________________________________________
 DH3091* NAD 83(1986)-  13 16 59.     (N)    215 14 51.     (W)     SCALED    
 DH3091* GUVD04      -        23.729  (meters)      77.85   (feet)  ADJUSTED  
 DH3091  ___________________________________________________________________
 DH3091  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DH3091
 DH3091  VERT ORDER  -  FIRST     CLASS II
 DH3091
 DH3091.The horizontal coordinates were scaled from a topographic map and have
 DH3091.an estimated accuracy of +/- 6 seconds.
 DH3091
 DH3091.The orthometric height was determined by differential leveling
 DH3091.and adjusted by the National Geodetic Survey in May 2005..
 DH3091
 DH3091.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3091.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3091
 DH3091                          SUPERSEDED SURVEY CONTROL
 DH3091
 DH3091.No superseded survey control is available for this station.
 DH3091
 DH3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ565695(NAD 83)
 DH3091_MARKER: DD = SURVEY DISK
 DH3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3091_STAMPING: 4.77
 DH3091_MARK LOGO: GUGS  
 DH3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3091+STABILITY: SURFACE MOTION
 DH3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3091+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 DH3091
 DH3091  HISTORY     - Date     Condition        Report By
 DH3091  HISTORY     - 19930101 MONUMENTED       GUGS
 DH3091  HISTORY     - 20040513 GOOD             GUGS
 DH3091
 DH3091                          STATION DESCRIPTION
 DH3091
 DH3091'DESCRIBED BY GUAM GEODETIC SURVEY 2004 (TJT)
 DH3091'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3091'OF INARAJAN.
 DH3091' 
 DH3091'TO REACH NARRATIVE- TO REACH THE STATION FROM THE TALOFOFO BRIDGE, GO
 DH3091'SOUTH ON ROUTE 4 FOR 4.2 MILE TO THE STATION CENTER LANE OF ROUTE 4.
 DH3091' 
 DH3091'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.44M SOUTHEAST
 DH3091'OF EDGE OF PAVEMENT OF ROUTE 4 AND 3.75M NORTHWEST OF EDGE OF PAVEMENT
 DH3091'OF ROUTE 4.
 DH3091' 
 DH3091'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NETWORK DISK
 DH3091'STAMPED--4.77--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4390 ***********************************************************************
 AA4390  DESIGNATION -  GI E17 BL
 AA4390  PID         -  AA4390
 AA4390  STATE/COUNTY-  GU/
 AA4390  USGS QUAD   -  DEDEDO (1975)
 AA4390
 AA4390                         *CURRENT SURVEY CONTROL
 AA4390  ___________________________________________________________________
 AA4390* NAD 83(1993)-  13 29 34.27256(N)    215 11 34.79960(W)     ADJUSTED  
 AA4390* GUVD63      -        83.     (meters)     272.     (feet)  GPS OBS   
 AA4390  ___________________________________________________________________
 AA4390  EPOCH DATE  -        1993.62
 AA4390  X           -  -5,069,480.114 (meters)                     COMP
 AA4390  Y           -   3,575,197.342 (meters)                     COMP
 AA4390  Z           -   1,478,512.236 (meters)                     COMP
 AA4390  ELLIP HEIGHT-         138.26  (meters)          (11/30/94) GPS OBS
 AA4390  GEOID HEIGHT-          54.61  (meters)                     EGM96
 AA4390
 AA4390  HORZ ORDER  -  FIRST
 AA4390  ELLP ORDER  -  FIFTH     CLASS I
 AA4390
 AA4390.The horizontal coordinates were established by GPS observations
 AA4390.and adjusted by the National Geodetic Survey in November 1994..
 AA4390.No horizontal observational check was made to the station.
 AA4390.The horizontal coordinates are valid at the epoch date displayed above.
 AA4390.The epoch date for horizontal control is a decimal equivalence
 AA4390.of Year/Month/Day.
 AA4390
 AA4390.The orthometric height was determined by GPS observations and a
 AA4390.high-resolution geoid model.
 AA4390.No vertical observational check was made to the station.
 AA4390
 AA4390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4390
 AA4390.The ellipsoidal height was determined by GPS observations
 AA4390.and is referenced to NAD 83.
 AA4390
 AA4390.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4390.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4390
 AA4390;                    North         East     Units Scale Factor Converg.
 AA4390;UTM  55      - 1,492,699.944   262,614.118   MT  1.00029714   -0 30 42.9
 AA4390
 AA4390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4390!UTM  55      -   0.99997826  x   1.00029714  =   1.00027539
 AA4390
 AA4390                          SUPERSEDED SURVEY CONTROL
 AA4390
 AA4390.No superseded survey control is available for this station.
 AA4390
 AA4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6261492700(NAD 83)
 AA4390_MARKER: DD = SURVEY DISK
 AA4390_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4390_SP_SET: IRREGULAR CONCRETE MASS
 AA4390_STAMPING: E 17 B/L 21+30.43
 AA4390_MARK LOGO: GU    
 AA4390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4390+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1993
 AA4390
 AA4390  HISTORY     - Date     Condition        Report By
 AA4390  HISTORY     - 1982     MONUMENTED       GUAA
 AA4390  HISTORY     - 19930808 GOOD             NOS
 AA4390
 AA4390                          STATION DESCRIPTION
 AA4390
 AA4390'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4390'THE STATION IS LOCATED AT THE GUAM INTERNATIONAL AIRPORT NEAR THE EAST
 AA4390'END OF THE PASSENGER TERMINAL IN TAMUNING, GUAM, USA. THE STATION IS
 AA4390'APPROXIMATELY 300 FT (91.4 M) EAST OF THE EASTERLY FACE OF THE
 AA4390'TERMINAL BUILDING, .5 FT (15.2 CM) NORTH OF THE NORTHERLY EDGE OF
 AA4390'CONCRETE PAVEMENT. THE STATION IS A TERRITORY OF GUAM DISK STAMPED
 AA4390'-DATE 1982 E 17 B/L 21+30.43 POT ELEV 275.27 RLS 68 DIVISION OF GAA-
 AA4390'AND IS SET .4 FT (12.2 CM) BELOW A CAST IRON ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0380 ***********************************************************************
 TW0380  DESIGNATION -  GUAM SECOR
 TW0380  PID         -  TW0380
 TW0380  STATE/COUNTY-  GU/GUAM
 TW0380  USGS QUAD   -  APRA HARBOR (1975)
 TW0380
 TW0380                         *CURRENT SURVEY CONTROL
 TW0380  ___________________________________________________________________
 TW0380* NAD 83(1993)-  13 26 22.78894(N)    215 21 54.79471(W)     ADJUSTED  
 TW0380* GUVD63      -        33.14   (meters)     108.7    (feet)  LEVELING  
 TW0380  ___________________________________________________________________
 TW0380  EPOCH DATE  -        1993.62
 TW0380  GEOID HEIGHT-          54.65  (meters)                     EGM96
 TW0380
 TW0380  HORZ ORDER  -  SECOND
 TW0380  VERT ORDER  -  THIRD ?
 TW0380
 TW0380.The horizontal coordinates were established by classical geodetic methods
 TW0380.and adjusted by the National Geodetic Survey in September 1999..
 TW0380.The horizontal coordinates are valid at the epoch date displayed above.
 TW0380.The epoch date for horizontal control is a decimal equivalence
 TW0380.of Year/Month/Day.
 TW0380
 TW0380.The orthometric height was determined by differential leveling.
 TW0380.The vertical network tie was performed by a horz. field party for horz.
 TW0380.obs reductions. Reset procedures were used to establish the elevation.
 TW0380
 TW0380.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0380.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0380
 TW0380;                    North         East     Units Scale Factor Converg.
 TW0380;UTM  55      - 1,486,986.360   243,905.926   MT  1.00041137   -0 33 00.1
 TW0380
 TW0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0380!UTM  55      -   0.99998619  x   1.00041137  =   1.00039756
 TW0380
 TW0380|---------------------------------------------------------------------|
 TW0380| PID    Reference Object                     Distance      Geod. Az  |
 TW0380|                                                           dddmmss.s |
 TW0380| AJ4672 GUAM SECOR 1964 RM 1                 42.183 METERS 10053     |
 TW0380| AJ4670 GUAM SECOR 1964 AZ MK                              1504046.8 |
 TW0380| TW0496 GUAM SECOR RM 2                      40.610 METERS 19836     |
 TW0380| AJ4671 GUAM SECOR 1964 RM 3                 99.978 METERS 29637     |
 TW0380|---------------------------------------------------------------------|
 TW0380
 TW0380                          SUPERSEDED SURVEY CONTROL
 TW0380
 TW0380  GU 63       -  13 26 17.63400(N)    215 22 03.50800(W) AD(       ) 2
 TW0380
 TW0380.Superseded values are not recommended for survey control.
 TW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0380.See file dsdata.txt to determine how the superseded data were derived.
 TW0380
 TW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4390686986(NAD 83)
 TW0380_MARKER: Z = SEE DESCRIPTION
 TW0380_SETTING: 0 = UNSPECIFIED SETTING
 TW0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0380
 TW0380  HISTORY     - Date     Condition        Report By
 TW0380  HISTORY     - 1964     MONUMENTED       CGS
 TW0380  HISTORY     - UNK      SEE DESCRIPTION
 TW0380
 TW0380                          STATION DESCRIPTION
 TW0380
 TW0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (NES)
 TW0380'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0380
 TW0380                          STATION RECOVERY (UNK )
 TW0380
 TW0380'RECOVERED UNK
 TW0380'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0496 ***********************************************************************
 TW0496  DESIGNATION -  GUAM SECOR RM 2
 TW0496  PID         -  TW0496
 TW0496  STATE/COUNTY-  GU/GUAM
 TW0496  USGS QUAD   -  APRA HARBOR (1975)
 TW0496
 TW0496                         *CURRENT SURVEY CONTROL
 TW0496  ___________________________________________________________________
 TW0496* NAD 83(1993)-  13 26 21.53654(N)    215 21 55.22538(W)     ADJUSTED  
 TW0496* GUVD63      -        33.     (meters)     108.     (feet)  SCALED    
 TW0496  ___________________________________________________________________
 TW0496  EPOCH DATE  -        1993.62
 TW0496  GEOID HEIGHT-          54.65  (meters)                     EGM96
 TW0496
 TW0496  HORZ ORDER  -  SECOND
 TW0496
 TW0496.The horizontal coordinates were established by classical geodetic methods
 TW0496.and adjusted by the National Geodetic Survey in September 1999..
 TW0496.The horizontal coordinates are valid at the epoch date displayed above.
 TW0496.The epoch date for horizontal control is a decimal equivalence
 TW0496.of Year/Month/Day.
 TW0496
 TW0496.The orthometric height was scaled from a topographic map.
 TW0496
 TW0496.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0496.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0496
 TW0496;                    North         East     Units Scale Factor Converg.
 TW0496;UTM  55      - 1,486,947.982   243,892.597   MT  1.00041145   -0 33 00.2
 TW0496
 TW0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0496!UTM  55      -   0.99998622  x   1.00041145  =   1.00039766
 TW0496
 TW0496                          SUPERSEDED SURVEY CONTROL
 TW0496
 TW0496  GU 63       -  13 26 16.38150(N)    215 22 03.93870(W) AD(       ) 2
 TW0496
 TW0496.Superseded values are not recommended for survey control.
 TW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0496.See file dsdata.txt to determine how the superseded data were derived.
 TW0496
 TW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4389386948(NAD 83)
 TW0496_MARKER: Z = SEE DESCRIPTION
 TW0496_SETTING: 0 = UNSPECIFIED SETTING
 TW0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0496
 TW0496  HISTORY     - Date     Condition        Report By
 TW0496  HISTORY     - 1964     MONUMENTED       CGS
 TW0496  HISTORY     - UNK      SEE DESCRIPTION
 TW0496
 TW0496                          STATION DESCRIPTION
 TW0496
 TW0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (NES)
 TW0496'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0496
 TW0496                          STATION RECOVERY (UNK )
 TW0496
 TW0496'RECOVERED UNK
 TW0496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4391 ***********************************************************************
 AA4391  DESIGNATION -  GUM A
 AA4391  PID         -  AA4391
 AA4391  STATE/COUNTY-  GU/
 AA4391  USGS QUAD   -  AGANA (1968)
 AA4391
 AA4391                         *CURRENT SURVEY CONTROL
 AA4391  ___________________________________________________________________
 AA4391* NAD 83(1993)-  13 28 54.13470(N)    215 12 51.82061(W)     ADJUSTED  
 AA4391* GUVD63      -        74.     (meters)     243.     (feet)  GPS OBS   
 AA4391  ___________________________________________________________________
 AA4391  EPOCH DATE  -        1993.62
 AA4391  X           -  -5,068,372.729 (meters)                     COMP
 AA4391  Y           -   3,577,250.985 (meters)                     COMP
 AA4391  Z           -   1,477,310.642 (meters)                     COMP
 AA4391  ELLIP HEIGHT-         129.36  (meters)          (11/30/94) GPS OBS
 AA4391  GEOID HEIGHT-          54.62  (meters)                     EGM96
 AA4391
 AA4391  HORZ ORDER  -  FIRST
 AA4391  ELLP ORDER  -  FIFTH     CLASS I
 AA4391
 AA4391.The horizontal coordinates were established by GPS observations
 AA4391.and adjusted by the National Geodetic Survey in November 1994..
 AA4391.No horizontal observational check was made to the station.
 AA4391.The horizontal coordinates are valid at the epoch date displayed above.
 AA4391.The epoch date for horizontal control is a decimal equivalence
 AA4391.of Year/Month/Day.
 AA4391
 AA4391.The orthometric height was determined by GPS observations and a
 AA4391.high-resolution geoid model.
 AA4391.No vertical observational check was made to the station.
 AA4391
 AA4391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4391
 AA4391.The ellipsoidal height was determined by GPS observations
 AA4391.and is referenced to NAD 83.
 AA4391
 AA4391.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4391.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4391
 AA4391;                    North         East     Units Scale Factor Converg.
 AA4391;UTM  55      - 1,491,486.903   260,286.043   MT  1.00031088   -0 30 59.4
 AA4391
 AA4391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4391!UTM  55      -   0.99997966  x   1.00031088  =   1.00029053
 AA4391
 AA4391:                Primary Azimuth Mark                     Grid Az
 AA4391:UTM  55      -  GUM ARP                                  082 20 38.1
 AA4391
 AA4391|---------------------------------------------------------------------|
 AA4391| PID    Reference Object                     Distance      Geod. Az  |
 AA4391|                                                           dddmmss.s |
 AA4391| AA4393 GUM ARP                             APPROX. 1.1 KM 0814938.7 |
 AA4391|---------------------------------------------------------------------|
 AA4391
 AA4391                          SUPERSEDED SURVEY CONTROL
 AA4391
 AA4391.No superseded survey control is available for this station.
 AA4391
 AA4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6028691487(NAD 83)
 AA4391_MARKER: DD = SURVEY DISK
 AA4391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4391_SP_SET: SIDEWALK
 AA4391_STAMPING: GUM A 1993
 AA4391_MARK LOGO: NOS   
 AA4391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4391+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4391
 AA4391  HISTORY     - Date     Condition        Report By
 AA4391  HISTORY     - 1993     MONUMENTED       NOS
 AA4391
 AA4391                          STATION DESCRIPTION
 AA4391
 AA4391'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4391'THE STATION IS ON THE GUAM INTERNATIONAL AIRPORT ON THE ISALND OF
 AA4391'GUAM, USA. TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 1 AND
 AA4391'ROUTE 10A, PROCEED ON GUAM ROUTE 10A S FOR .5 MI (0.8 KM) TO A Y
 AA4391'INTERSECTION, TAKE THE RIGHT FORK AND GO .1 MI (0.2 KM) TO A ROAD
 AA4391'RIGHT, TURN RIGHT AND GO .2 MI (0.3 KM) TO A DRIVE LEFT, TURN LEFT AND
 AA4391'GO 50 M (164.0 FT) TO A SECURITY GATE ON RIGHT, PASS THROUGH GATE AND
 AA4391'TURN LEFT AND GO .05 MI (0.08 KM) TO A TRAFFIC PETTERN T INTERSECTION,
 AA4391'TURN RIGHT AND GO 1.1 MI (1.8 KM) TO A RAISED SIDEWALK AND STATION ON
 AA4391'RIGHT. THE STATION IS LOCATED AT THE SW CORNER OF A SIDEWALK NEAR THE
 AA4391'FOUNDATION OF A RAZED BUILDING.  THE STATION IS 154 FT (46.9 M) SSE OF
 AA4391'THE CHAINLINK PERIMETER FENCE, 150 FT (45.7 M) SSE OF A FIRE HYDRANT,
 AA4391'99.5 FT (30.3 M) NE OF THE SE CORNER OF A CONCRETE STEP, 17.5 FT (5.3
 AA4391'M) W OF A 1.5 FT (0.5 M) HIGH I-BEAM, 1 FT (0.3 M) E OF AND 1 FT (0.3
 AA4391'M) N OF THE EDGE OF THE SIDEWALK. THE STATION IS A NOS DISK SET IN A
 AA4391'DRILL HOLE ON THE CONCRETE SIDEWALK, AND STAMPED -GUM A 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4393 ***********************************************************************
 AA4393  HT_MOD      -  This is a Height Modernization Survey Station.
 AA4393  FBN         -  This is a Federal Base Network Control Station.
 AA4393  DESIGNATION -  GUM ARP
 AA4393  PID         -  AA4393
 AA4393  STATE/COUNTY-  GU/
 AA4393  USGS QUAD   -  AGANA (1968)
 AA4393
 AA4393                         *CURRENT SURVEY CONTROL
 AA4393  ___________________________________________________________________
 AA4393* NAD 83(1993)-  13 28 59.19781(N)    215 12 15.79087(W)     ADJUSTED  
 AA4393* GUVD04      -        80.19   (meters)     263.1    (feet)  GPS OBS   
 AA4393  ___________________________________________________________________
 AA4393  EPOCH DATE  -        2004.00
 AA4393  X           -  -5,068,971.925 (meters)                     COMP
 AA4393  Y           -   3,576,347.547 (meters)                     COMP
 AA4393  Z           -   1,477,463.144 (meters)                     COMP
 AA4393  ELLIP HEIGHT-         134.46  (meters)          (06/10/05) GPS OBS
 AA4393  GEOID HEIGHT-          54.60  (meters)                     EGM96
 AA4393
 AA4393  HORZ ORDER  -  B
 AA4393  ELLP ORDER  -  THIRD     CLASS II
 AA4393
 AA4393.The horizontal coordinates were established by GPS observations
 AA4393.and adjusted by the National Geodetic Survey in June 2005..
 AA4393.The horizontal coordinates are valid at the epoch date displayed above.
 AA4393.The epoch date for horizontal control is a decimal equivalence
 AA4393.of Year/Month/Day.
 AA4393
 AA4393.The orthometric height was determined by GPS observations and a
 AA4393.high-resolution geoid model using precise GPS observation and
 AA4393.processing techniques.
 AA4393
 AA4393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4393
 AA4393.The ellipsoidal height was determined by GPS observations
 AA4393.and is referenced to NAD 83.
 AA4393
 AA4393.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4393.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4393
 AA4393;                    North         East     Units Scale Factor Converg.
 AA4393;UTM  55      - 1,491,632.793   261,371.341   MT  1.00030446   -0 30 51.2
 AA4393
 AA4393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4393!UTM  55      -   0.99997886  x   1.00030446  =   1.00028331
 AA4393
 AA4393:                Primary Azimuth Mark                     Grid Az
 AA4393:UTM  55      -  GUM A                                    262 20 38.3
 AA4393
 AA4393|---------------------------------------------------------------------|
 AA4393| PID    Reference Object                     Distance      Geod. Az  |
 AA4393|                                                           dddmmss.s |
 AA4393| AA4391 GUM A                               APPROX. 1.1 KM 2614947.1 |
 AA4393| AA4396 GUM RW 34 PLUS 9929                 339.814 METERS 28202     |
 AA4393|---------------------------------------------------------------------|
 AA4393
 AA4393                          SUPERSEDED SURVEY CONTROL
 AA4393
 AA4393  NAD 83(1993)-  13 28 59.20647(N)    215 12 15.77389(W) AD(1993.62) A
 AA4393  ELLIP H (11/30/94)  135.00   (m)                       GP(1993.62) 3 2
 AA4393
 AA4393.Superseded values are not recommended for survey control.
 AA4393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4393.See file dsdata.txt to determine how the superseded data were derived.
 AA4393
 AA4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6137191633(NAD 83)
 AA4393_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4393_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4393+WITH SETTING: PAVEMENT
 AA4393_SP_SET: CONCRETE PAD
 AA4393_STAMPING: ARP GUM 1973
 AA4393_MARK LOGO: NGS   
 AA4393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4393+STABILITY: SURFACE MOTION
 AA4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4393+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4393
 AA4393  HISTORY     - Date     Condition        Report By
 AA4393  HISTORY     - 1973     MONUMENTED       NGS
 AA4393  HISTORY     - 19930804 GOOD             NOS
 AA4393  HISTORY     - 19950101 GOOD             NGS
 AA4393
 AA4393                          STATION DESCRIPTION
 AA4393
 AA4393'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4393'THE STATION IS LOCATED AT THE GUAN INTERNATIONAL AIRPORT ON THE ISLAND
 AA4393'OF GUAM, USA. THE STATION IS LOCATED IN THE BASE OF THE PRECISION
 AA4393'APPROACH RADAR ACCROSS FROM TAXIWAY D.  THE STATION IS 4 FT (1.2 M)
 AA4393'SSE OF THE N EDGE OF A CONCRETE PAD, 4 FT (1.2 M) WNW OF THE E EDGE OF
 AA4393'THE CONCRETE PAD, AND 25 FT (7.6 M) N OF THE PAR PIVOT POINT.  THE
 AA4393'STATION IS A STANDARD NOS DISK STAMPED -ARP GUM 1973- AND SET IN A
 AA4393'DRILL HOLE.
 AA4393
 AA4393                          STATION RECOVERY (1995)
 AA4393
 AA4393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DRM)
 AA4393'THE STATION IS LOCATED AT MID FIELD APPROXIMATELY 2800 FT (853.4 M) SW
 AA4393'OF THE TERMINAL BLDG, BETWEEN THE RUNWAYS AND SW OF TXWY D IN THE BASE
 AA4393'OF AN OLD PAR/ASR SITE, 25 FT (7.6 M) N OF PAR PIVOT POINT, 4 FT (1.2
 AA4393'M) SE OF THE NW EDGE, 4 FT (1.2 M) SW OF THE NEW EDGE.  THE MARK IS
 AA4393'CGS DISK STAMPED ARP GUN 1973, SET IN A DRILL HOLE IN THE NORTH CORNER
 AA4393'OF A CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4392 ***********************************************************************
 AA4392  DESIGNATION -  GUM B
 AA4392  PID         -  AA4392
 AA4392  STATE/COUNTY-  GU/
 AA4392  USGS QUAD   -  DEDEDO (1975)
 AA4392
 AA4392                         *CURRENT SURVEY CONTROL
 AA4392  ___________________________________________________________________
 AA4392* NAD 83(1993)-  13 29 29.19087(N)    215 11 28.44337(W)     ADJUSTED  
 AA4392* GUVD63      -        90.     (meters)     295.     (feet)  GPS OBS   
 AA4392  ___________________________________________________________________
 AA4392  EPOCH DATE  -        1993.62
 AA4392  X           -  -5,069,625.632 (meters)                     COMP
 AA4392  Y           -   3,575,066.047 (meters)                     COMP
 AA4392  Z           -   1,478,362.008 (meters)                     COMP
 AA4392  ELLIP HEIGHT-         145.27  (meters)          (11/30/94) GPS OBS
 AA4392  GEOID HEIGHT-          54.60  (meters)                     EGM96
 AA4392
 AA4392  HORZ ORDER  -  FIRST
 AA4392  ELLP ORDER  -  FIFTH     CLASS I
 AA4392
 AA4392.The horizontal coordinates were established by GPS observations
 AA4392.and adjusted by the National Geodetic Survey in November 1994..
 AA4392.No horizontal observational check was made to the station.
 AA4392.The horizontal coordinates are valid at the epoch date displayed above.
 AA4392.The epoch date for horizontal control is a decimal equivalence
 AA4392.of Year/Month/Day.
 AA4392
 AA4392.The orthometric height was determined by GPS observations and a
 AA4392.high-resolution geoid model.
 AA4392.No vertical observational check was made to the station.
 AA4392
 AA4392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4392
 AA4392.The ellipsoidal height was determined by GPS observations
 AA4392.and is referenced to NAD 83.
 AA4392
 AA4392.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4392.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4392
 AA4392;                    North         East     Units Scale Factor Converg.
 AA4392;UTM  55      - 1,492,542.027   262,803.930   MT  1.00029602   -0 30 41.2
 AA4392
 AA4392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4392!UTM  55      -   0.99997716  x   1.00029602  =   1.00027317
 AA4392
 AA4392                          SUPERSEDED SURVEY CONTROL
 AA4392
 AA4392.No superseded survey control is available for this station.
 AA4392
 AA4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6280492542(NAD 83)
 AA4392_MARKER: DD = SURVEY DISK
 AA4392_SETTING: 66 = SET IN ROCK OUTCROP
 AA4392_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA4392_STAMPING: GUM B 1993
 AA4392_MARK LOGO: NOS   
 AA4392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4392+STABILITY: POSITION/ELEVATION WELL
 AA4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4392+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4392
 AA4392  HISTORY     - Date     Condition        Report By
 AA4392  HISTORY     - 1993     MONUMENTED       NOS
 AA4392
 AA4392                          STATION DESCRIPTION
 AA4392
 AA4392'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4392'THE STATION IS LOCATED ON THE GUAM INTERNATIONAL AIRPORT ON THE ISLAND
 AA4392'OF GUAM, USA. TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 1
 AA4392'AND ROUTE 10A, PROCEED ON GUAM ROUTE 10A SOUTH FOR .5 MI (0.8 KM) TO A
 AA4392'Y INTERSECTION, TAKE THE RIGHT FORK AND GO .1 MI (0.2 KM) TO A ROAD
 AA4392'RIGHT, TURN RIGHT AND GO .2 MI (0.3 KM) TO A DRIVE LEFT, TURN LEFT AND
 AA4392'GO 50 M (164.0 FT) TO A SECURITY GATE ON THE RIGHT.  PASS THROUGH GATE
 AA4392'AND TURN LEFT AND PROCEED .05 MI (0.08 KM) TO A TRAFFIC PATTERN T
 AA4392'INTERSECTION, TURN LEFT AND FOLLOW PATTERN TO END OF RAMP.  CROSS
 AA4392'TAXIWAY AT THE E END AND GO TO HIGHEST POINT OF GROUND BETWEEN TAXIWAY
 AA4392'AND RUNWAY. THE STATION IS 96 FT (29.3 M) NE OF THE NE CORNER OF A
 AA4392'CONCRETE ELECTRICAL VAULT, 175 FT (53.3 M) S OF THE S EDGE OF A
 AA4392'CONCRETE DRAINAGE VAULT, AND 80 FT (24.4 M) NW OF THE NW EDGE OF A
 AA4392'CONCRETE DRAIN. THE STATION IS A NOS DISK SET IN A DRILL HOLE IN A
 AA4392'LIMESTONE OUTCROP AND STAMPED -GUM B 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4396 ***********************************************************************
 AA4396  DESIGNATION -  GUM RW 34 PLUS 9929
 AA4396  PID         -  AA4396
 AA4396  STATE/COUNTY-  GU/
 AA4396  USGS QUAD   -  AGANA (1968)
 AA4396
 AA4396                         *CURRENT SURVEY CONTROL
 AA4396  ___________________________________________________________________
 AA4396* NAD 83(1993)-  13 29 01.50208(N)    215 12 26.84160(W)     ADJUSTED  
 AA4396* GUVD63      -        76.5    (meters)     251.     (feet)  GPS OBS   
 AA4396  ___________________________________________________________________
 AA4396  EPOCH DATE  -        1993.62
 AA4396  X           -  -5,068,764.391 (meters)                     COMP
 AA4396  Y           -   3,576,607.879 (meters)                     COMP
 AA4396  Z           -   1,477,531.295 (meters)                     COMP
 AA4396  ELLIP HEIGHT-         131.40  (meters)          (11/30/94) GPS OBS
 AA4396  GEOID HEIGHT-          54.61  (meters)                     EGM96
 AA4396
 AA4396  HORZ ORDER  -  FIRST
 AA4396  ELLP ORDER  -  FIFTH     CLASS I
 AA4396
 AA4396.The horizontal coordinates were established by GPS observations
 AA4396.and adjusted by the National Geodetic Survey in November 1994..
 AA4396.The horizontal coordinates are valid at the epoch date displayed above.
 AA4396.The epoch date for horizontal control is a decimal equivalence
 AA4396.of Year/Month/Day.
 AA4396
 AA4396.The orthometric height was determined by GPS observations and a
 AA4396.high-resolution geoid model.
 AA4396
 AA4396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4396
 AA4396.The ellipsoidal height was determined by GPS observations
 AA4396.and is referenced to NAD 83.
 AA4396
 AA4396.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4396.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4396
 AA4396;                    North         East     Units Scale Factor Converg.
 AA4396;UTM  55      - 1,491,706.612   261,039.536   MT  1.00030642   -0 30 53.8
 AA4396
 AA4396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4396!UTM  55      -   0.99997934  x   1.00030642  =   1.00028575
 AA4396
 AA4396|---------------------------------------------------------------------|
 AA4396| PID    Reference Object                     Distance      Geod. Az  |
 AA4396|                                                           dddmmss.s |
 AA4396| AA4393 GUM ARP                             339.814 METERS 10202     |
 AA4396|---------------------------------------------------------------------|
 AA4396
 AA4396                          SUPERSEDED SURVEY CONTROL
 AA4396
 AA4396.No superseded survey control is available for this station.
 AA4396
 AA4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6104091707(NAD 83)
 AA4396_MARKER: M = AMMO SHELL CASING
 AA4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4396_SP_SET: CONCRETE POST
 AA4396_STAMPING: 34+99.29 R/W
 AA4396_MARK LOGO: NONE  
 AA4396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4396+STABILITY: SURFACE MOTION
 AA4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4396+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 AA4396
 AA4396  HISTORY     - Date     Condition        Report By
 AA4396  HISTORY     - UNK      MONUMENTED       DOD
 AA4396  HISTORY     - 19930824 GOOD             NOS
 AA4396
 AA4396                          STATION DESCRIPTION
 AA4396
 AA4396'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4396'THE STATION IS LOCATED ON THE ISLAND OF GUAM, USA. TO REACH THE
 AA4396'STATION FROM THE INTERSECTION OF GUAM ROUTE 1 AND GUAM ROUTE 10A,
 AA4396'PROCEED ON GUAM ROUTE 10A SOUTH .5 MI (0.8 KM) TO A Y-INTERSECTION,
 AA4396'TAKE THE RIGHT FORK AND GO .1 MI (0.2 KM) TO A ROAD RIGHT WHICH LEADS
 AA4396'TO THE CONTINENTAL AIRLINES TERMINAL AND THE NAVAL AIR STATION GATE 2.
 AA4396'TURN RIGHT AND GO .2 MI (0.3 KM) TO A DRIVE LEFT JUST BEFORE THE GATE,
 AA4396'TURN LEFT AND GO APPROXIMATELY 50 M (164.0 FT) TO A SECURITY GATE ON
 AA4396'THE RIGHT.  PASS THROUGH THE GATE AND TURN LEFT AND GO .05 MI (0.08
 AA4396'KM) TO A TRAFFIC PATERN T-INTERSECTION, TURN RIGHT AND GO .65 MI (1.05
 AA4396'KM) TO STATION ON LEFT. THE STATION IS LOCATED ON AN ABANDONED ASPHALT
 AA4396'RAMP PAVEMENT APPROXIMATELY 1200 FT (365.8 M) EAST OF TAXIWAY D, 194
 AA4396'FT (59.1 M) NORTH OF THE NORTH EDGE OF THE RUNWAY SHOULDER OF 6L-24R,
 AA4396'64.5 FT (19.7 M) SOUTHEAST OF THE CENTER OF A MANHOLE. THE STATION IS
 AA4396'A U.S. NAVY SHELL CASING SET IN A CONCRETE MONUMENT. THE POINT PLUMBED
 AA4396'OVER IS THE FIRING PIN MARK OFF CENTERED IN THE SHELLS PRIMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4397 ***********************************************************************
 AA4397  DESIGNATION -  GUMO
 AA4397  PID         -  AA4397
 AA4397  STATE/COUNTY-  GU/
 AA4397  USGS QUAD   -  
 AA4397
 AA4397                         *CURRENT SURVEY CONTROL
 AA4397  ___________________________________________________________________
 AA4397* NAD 83(CORS)-  13 35 21.55629(N)    215 07 53.87321(W)     ADJUSTED  
 AA4397* LOCAL TIDAL -                                                        
 AA4397  ___________________________________________________________________
 AA4397  EPOCH DATE  -        2002.00
 AA4397  X           -  -5,071,311.823 (meters)                     COMP
 AA4397  Y           -   3,568,361.915 (meters)                     COMP
 AA4397  Z           -   1,488,903.002 (meters)                     COMP
 AA4397  ELLIP HEIGHT-         199.96  (meters)          (10/??/02) GPS OBS
 AA4397  GEOID HEIGHT-          54.85  (meters)                     EGM96
 AA4397
 AA4397  HORZ ORDER  -  A
 AA4397  ELLP ORDER  -  FOURTH    CLASS I
 AA4397
 AA4397.ITRF positions are available for this station.
 AA4397.The horizontal coordinates were established by GPS observations
 AA4397.and adjusted by the National Geodetic Survey in October 2002..
 AA4397.The horizontal coordinates are valid at the epoch date displayed above.
 AA4397.The epoch date for horizontal control is a decimal equivalence
 AA4397.of Year/Month/Day.
 AA4397
 AA4397
 AA4397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4397
 AA4397.The ellipsoidal height was determined by GPS observations
 AA4397.and is referenced to NAD 83.
 AA4397
 AA4397.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4397.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4397
 AA4397;                    North         East     Units Scale Factor Converg.
 AA4397;UTM  55      - 1,503,316.470   269,352.898   MT  1.00025811   -0 30 03.9
 AA4397
 AA4397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4397!UTM  55      -   0.99996856  x   1.00025811  =   1.00022666
 AA4397
 AA4397                          SUPERSEDED SURVEY CONTROL
 AA4397
 AA4397  NAD 83(CORS)-  13 35 21.56398(N)    215 07 53.85665(W) AD(1993.62) A
 AA4397  ELLIP H (03/??/97)  200.55   (m)                       GP(1993.62) 4 1
 AA4397  NAD 83(1993)-  13 35 21.56399(N)    215 07 53.85665(W) AD(1993.62) 1
 AA4397  ELLIP H (11/30/94)  200.55   (m)                       GP(1993.62) 5 1
 AA4397
 AA4397.Superseded values are not recommended for survey control.
 AA4397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4397.See file dsdata.txt to determine how the superseded data were derived.
 AA4397
 AA4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6935303316(NAD 83)
 AA4397_MARKER: DD = SURVEY DISK
 AA4397_SETTING: 0 = UNSPECIFIED SETTING
 AA4397_SP_SET: ROOF OF BUILDING
 AA4397_STAMPING: GUMO 1992
 AA4397_MARK LOGO: LDGO  
 AA4397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4397+STABILITY: SURFACE MOTION
 AA4397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4397+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA4397
 AA4397  HISTORY     - Date     Condition        Report By
 AA4397  HISTORY     - 1992     MONUMENTED       LDGO
 AA4397
 AA4397                          STATION DESCRIPTION
 AA4397
 AA4397'DESCRIBED BY LAMONT-DOHERTY GEOLOGICAL OBSERVATORY 1992
 AA4397'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GUAM'
 AA4397'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AA4397'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AA4397'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AA4397'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AA4397'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AA4397'
 AA4397' 
 AA4397'THE ISLAND OF GUAM, USA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0109 ***********************************************************************
 TW0109  DESIGNATION -  H 1
 TW0109  PID         -  TW0109
 TW0109  STATE/COUNTY-  GU/GUAM
 TW0109  USGS QUAD   -  TALOFOFO (1975)
 TW0109
 TW0109                         *CURRENT SURVEY CONTROL
 TW0109  ___________________________________________________________________
 TW0109* NAD 83(1986)-  13 24 10.     (N)    215 13 41.     (W)     SCALED    
 TW0109* GUVD63      -        75.199  (meters)     246.72   (feet)  ADJ UNCH  
 TW0109  ___________________________________________________________________
 TW0109  GEOID HEIGHT-          54.19  (meters)                     EGM96
 TW0109
 TW0109  VERT ORDER  -  FIRST     CLASS II
 TW0109
 TW0109.The horizontal coordinates were scaled from a topographic map and have
 TW0109.an estimated accuracy of +/- 6 seconds.
 TW0109
 TW0109.The orthometric height was key entered from printed documents
 TW0109.and not key verified.
 TW0109
 TW0109.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0109.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0109
 TW0109                          SUPERSEDED SURVEY CONTROL
 TW0109
 TW0109.No superseded survey control is available for this station.
 TW0109
 TW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ587827(NAD 83)
 TW0109_MARKER: DD = SURVEY DISK
 TW0109_SETTING: 0 = UNSPECIFIED SETTING
 TW0109_SP_SET: SET INTO A CAST IRON HOUSING
 TW0109_STAMPING: H 1
 TW0109_MARK LOGO: GUGS  
 TW0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0109
 TW0109  HISTORY     - Date     Condition        Report By
 TW0109  HISTORY     - 1963     MONUMENTED       GUGS
 TW0109  HISTORY     - 1963     GOOD             GUGS
 TW0109
 TW0109                          STATION DESCRIPTION
 TW0109
 TW0109'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0109'NO DESCRIPTION SUMBMITTED.
 TW0109
 TW0109                          STATION RECOVERY (1963)
 TW0109
 TW0109'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0109'FROM YONA GO SOUTH ON HIGHWAY 4 FOR 0.4 MILE.  40 FEET EAST OF THE
 TW0109'CENTER OF HIGHWAY 4, 6 FEET NORTH OF POWER POLE A 368-97A-71.
 TW0109' 
 TW0109'A STANDARD GOV GUAM NET DISK SET IN A CAST IRON FORM FLUSH WITH THE
 TW0109'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0133 ***********************************************************************
 TW0133  DESIGNATION -  H 2
 TW0133  PID         -  TW0133
 TW0133  STATE/COUNTY-  GU/GUAM
 TW0133  USGS QUAD   -  AGAT (1975)
 TW0133
 TW0133                         *CURRENT SURVEY CONTROL
 TW0133  ___________________________________________________________________
 TW0133* NAD 83(1986)-  13 23 07.     (N)    215 20 32.     (W)     SCALED    
 TW0133* GUVD04      -         3.072  (meters)      10.08   (feet)  ADJUSTED  
 TW0133  ___________________________________________________________________
 TW0133  GEOID HEIGHT-          54.36  (meters)                     EGM96
 TW0133
 TW0133  VERT ORDER  -  FIRST     CLASS II
 TW0133
 TW0133.The horizontal coordinates were scaled from a topographic map and have
 TW0133.an estimated accuracy of +/- 6 seconds.
 TW0133
 TW0133.The orthometric height was determined by differential leveling
 TW0133.and adjusted by the National Geodetic Survey in May 2005..
 TW0133
 TW0133.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0133.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0133
 TW0133                          SUPERSEDED SURVEY CONTROL
 TW0133
 TW0133.No superseded survey control is available for this station.
 TW0133
 TW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ463809(NAD 83)
 TW0133_MARKER: DD = SURVEY DISK
 TW0133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0133_SP_SET: CULVERT HEADWALL
 TW0133_STAMPING: H 2 1963
 TW0133_MARK LOGO: GUGS  
 TW0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0133+STABILITY: SURFACE MOTION
 TW0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0133+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 TW0133
 TW0133  HISTORY     - Date     Condition        Report By
 TW0133  HISTORY     - 1963     MONUMENTED       GUGS
 TW0133  HISTORY     - 1963     GOOD             GUGS
 TW0133  HISTORY     - 20040503 GOOD             GUAMLM
 TW0133
 TW0133                          STATION DESCRIPTION
 TW0133
 TW0133'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0133'NO DESCRIPTION SUMBMITTED.
 TW0133
 TW0133                          STATION RECOVERY (1963)
 TW0133
 TW0133'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0133'AT THE SOUTHWEST CORNER OF THE AGAT SCHOOL YARD, ALONG THE SOUTHEAST
 TW0133'SIDE OF HIGHWAY 2, 14 FEET NORTHEAST OF A STOP SIGN AND 15 FEET
 TW0133'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL OF A CONCRETE CULVERT.
 TW0133' 
 TW0133'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0133'HEADWALL OF A CONCRETE CULVERT.
 TW0133
 TW0133                          STATION RECOVERY (2004)
 TW0133
 TW0133'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0133'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0133'OF AGAT.
 TW0133' 
 TW0133'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0133'ROUTE 2 AND ROUTE 5 GO SOUTH ON ROUTE 2 FOR 0.8 MILES, STATION ON THE
 TW0133'LEFT SIDE OF ROUTE 2.  STATION IS ON THE NORTHWEST SIDE OF AGAT
 TW0133'ELEMENTARY SCHOOL.
 TW0133' 
 TW0133'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.50M NORTHEAST
 TW0133'OF CENTERLINE OF VICENTE AVE., 3.10M NORTHEAST OF NORTHWEST CORNER
 TW0133'WATER BOX, 10.20M EAST OF CENTERLINE OF ROUTE 2, AND 3.63M NORTHEAST
 TW0133'OF THE SOUTHWEST CORNER OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0532 ***********************************************************************
 TW0532  DESIGNATION -  HAPUTO A POINT
 TW0532  PID         -  TW0532
 TW0532  STATE/COUNTY-  GU/GUAM
 TW0532  USGS QUAD   -  APRA HARBOR (1975)
 TW0532
 TW0532                         *CURRENT SURVEY CONTROL
 TW0532  ___________________________________________________________________
 TW0532* NAD 83(1993)-  13 25 17.40126(N)    215 21 36.29815(W)     ADJUSTED  
 TW0532* GUVD63      -        46.     (meters)     151.     (feet)  SCALED    
 TW0532  ___________________________________________________________________
 TW0532  EPOCH DATE  -        1993.62
 TW0532  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0532
 TW0532  HORZ ORDER  -  THIRD
 TW0532
 TW0532.The horizontal coordinates were established by classical geodetic methods
 TW0532.and adjusted by the National Geodetic Survey in September 1999..
 TW0532.The horizontal coordinates are valid at the epoch date displayed above.
 TW0532.The epoch date for horizontal control is a decimal equivalence
 TW0532.of Year/Month/Day.
 TW0532
 TW0532.The orthometric height was scaled from a topographic map.
 TW0532
 TW0532.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0532.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0532
 TW0532;                    North         East     Units Scale Factor Converg.
 TW0532;UTM  55      - 1,484,970.819   244,443.275   MT  1.00040797   -0 32 53.2
 TW0532
 TW0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0532!UTM  55      -   0.99998418  x   1.00040797  =   1.00039215
 TW0532
 TW0532                          SUPERSEDED SURVEY CONTROL
 TW0532
 TW0532.No superseded survey control is available for this station.
 TW0532
 TW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4444384971(NAD 83)
 TW0532_MARKER: Z = SEE DESCRIPTION
 TW0532_SETTING: 0 = UNSPECIFIED SETTING
 TW0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0532
 TW0532  HISTORY     - Date     Condition        Report By
 TW0532  HISTORY     - 1963     MONUMENTED       CGS
 TW0532  HISTORY     - UNK      SEE DESCRIPTION
 TW0532
 TW0532                          STATION DESCRIPTION
 TW0532
 TW0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0532'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0532
 TW0532                          STATION RECOVERY (UNK )
 TW0532
 TW0532'RECOVERED UNK
 TW0532'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0493 ***********************************************************************
 TW0493  DESIGNATION -  HAPUTO USN 1963
 TW0493  PID         -  TW0493
 TW0493  STATE/COUNTY-  GU/GUAM
 TW0493  USGS QUAD   -  APRA HARBOR (1975)
 TW0493
 TW0493                         *CURRENT SURVEY CONTROL
 TW0493  ___________________________________________________________________
 TW0493* NAD 83(1993)-  13 25 15.59755(N)    215 21 35.52484(W)     ADJUSTED  
 TW0493* GUVD63      -        46.     (meters)     151.     (feet)  SCALED    
 TW0493  ___________________________________________________________________
 TW0493  EPOCH DATE  -        1993.62
 TW0493  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0493
 TW0493  HORZ ORDER  -  SECOND
 TW0493
 TW0493.The horizontal coordinates were established by classical geodetic methods
 TW0493.and adjusted by the National Geodetic Survey in September 1999..
 TW0493.The horizontal coordinates are valid at the epoch date displayed above.
 TW0493.The epoch date for horizontal control is a decimal equivalence
 TW0493.of Year/Month/Day.
 TW0493
 TW0493.The orthometric height was scaled from a topographic map.
 TW0493
 TW0493.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0493.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0493
 TW0493;                    North         East     Units Scale Factor Converg.
 TW0493;UTM  55      - 1,484,915.145   244,466.017   MT  1.00040782   -0 32 52.9
 TW0493
 TW0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0493!UTM  55      -   0.99998419  x   1.00040782  =   1.00039200
 TW0493
 TW0493                          SUPERSEDED SURVEY CONTROL
 TW0493
 TW0493  GU 63       -  13 25 10.43798(N)    215 21 44.23654(W) AD(       ) 2
 TW0493
 TW0493.Superseded values are not recommended for survey control.
 TW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0493.See file dsdata.txt to determine how the superseded data were derived.
 TW0493
 TW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4446684915(NAD 83)
 TW0493_MARKER: DD = SURVEY DISK
 TW0493_SETTING: 66 = SET IN ROCK OUTCROP
 TW0493_SP_SET: PARTIALLY EXPOSED BEDROCK
 TW0493_STAMPING: NO STAMPING
 TW0493_MARK LOGO: NONE  
 TW0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0493+STABILITY: POSITION/ELEVATION WELL
 TW0493
 TW0493  HISTORY     - Date     Condition        Report By
 TW0493  HISTORY     - 1963     MONUMENTED       USN
 TW0493  HISTORY     - 1967     GOOD             USN
 TW0493
 TW0493                          STATION DESCRIPTION
 TW0493
 TW0493'DESCRIBED BY US NAVY 1963 (NES)
 TW0493'THE STATION IS 3-1/4 MILES WEST NORTHWEST OF APRA HEIGHTS, 3 MILES
 TW0493'NORTHWEST OF AGAT, 1/4 MILE WEST OF LOCKWOOD TERRACE NAVAL HOUSING,
 TW0493'ON THE SOUTHWEST SIDE OF OROTE PENINSULA, ON A PROMINENT POINT
 TW0493'OVERLOOKING TIPALAO BAY.
 TW0493'
 TW0493'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAL STATION,
 TW0493'GO WEST ON HIGHWAY 1 FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 TW0493'LEFT ON HAPUTO ROAD AND GO 0.9 MILE TO AN ENTRANCE TO A GARBAGE DUMP
 TW0493'AT A LOCKED GATE.  PASS TO THE LEFT OF THE GATE AND WALK ON TRAIL
 TW0493'THROUGH BRUSH FOR ABOUT 100 YARDS TO THE STATION.
 TW0493'
 TW0493'STATION MARK IS A BRONZE DISK, UNSTAMPED, SET IN CONCRETE IN A
 TW0493'DEPRESSION IN CORAL BEDROCK NEAR CLIFF EDGE.
 TW0493
 TW0493                          STATION RECOVERY (1967)
 TW0493
 TW0493'RECOVERY NOTE BY US NAVY 1967 (NES)
 TW0493'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0493'ORIGINAL DESCRIPTION
 TW0493'IS ADEQUATE.
 TW0493'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0381 ***********************************************************************
 TW0381  DESIGNATION -  HARMON
 TW0381  PID         -  TW0381
 TW0381  STATE/COUNTY-  GU/GUAM
 TW0381  USGS QUAD   -  DEDEDO (1975)
 TW0381
 TW0381                         *CURRENT SURVEY CONTROL
 TW0381  ___________________________________________________________________
 TW0381* NAD 83(1993)-  13 30 56.63249(N)    215 11 18.73670(W)     ADJUSTED  
 TW0381* GUVD63      -        68.862  (meters)     225.92   (feet)  ADJ UNCH  
 TW0381  ___________________________________________________________________
 TW0381  EPOCH DATE  -        1993.62
 TW0381  GEOID HEIGHT-          54.72  (meters)                     EGM96
 TW0381
 TW0381  HORZ ORDER  -  SECOND
 TW0381  VERT ORDER  -  FIRST     CLASS II
 TW0381
 TW0381.The horizontal coordinates were established by classical geodetic methods
 TW0381.and adjusted by the National Geodetic Survey in September 1999..
 TW0381.The horizontal coordinates are valid at the epoch date displayed above.
 TW0381.The epoch date for horizontal control is a decimal equivalence
 TW0381.of Year/Month/Day.
 TW0381
 TW0381.The orthometric height was key entered from printed documents
 TW0381.and not key verified.
 TW0381
 TW0381.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0381.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0381
 TW0381;                    North         East     Units Scale Factor Converg.
 TW0381;UTM  55      - 1,495,227.353   263,119.912   MT  1.00029417   -0 30 42.2
 TW0381
 TW0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0381!UTM  55      -   0.99998057  x   1.00029417  =   1.00027473
 TW0381
 TW0381                          SUPERSEDED SURVEY CONTROL
 TW0381
 TW0381  GU 63       -  13 30 51.49278(N)    215 11 27.45552(W) AD(       ) 2
 TW0381
 TW0381.Superseded values are not recommended for survey control.
 TW0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0381.See file dsdata.txt to determine how the superseded data were derived.
 TW0381
 TW0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6312095227(NAD 83)
 TW0381_MARKER: DS = TRIANGULATION STATION DISK
 TW0381_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0381_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0381_STAMPING: HARMON 1963
 TW0381_MARK LOGO: GU    
 TW0381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0381
 TW0381  HISTORY     - Date     Condition        Report By
 TW0381  HISTORY     - 1963     MONUMENTED       CGS
 TW0381
 TW0381                          STATION DESCRIPTION
 TW0381
 TW0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0381'THE STATION IS 2-1/4 MILE NORTHEAST OF TAMUNING, 1.5 MILES NORTHEAST
 TW0381'OF THE TUMON HIGH SCHOOL, ON THE EAST RIGHT OF WAY OF HIGHWAY 1.
 TW0381'
 TW0381'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 14, IN
 TW0381'TAMUNING, GO NORTHEAST ON HIGHWAY 1 FOR 1.4 MILES TO THE TUMON HIGH
 TW0381'SCHOOL ON THE LEFT.  CONTINUE NORTHEAST ON HIGHWAY 1 FOR 1.5 MILES
 TW0381'TO A SIDE ROAD ON THE LEFT.  -TUMON BAY ROAD-.  CONTINUE NORTHERLY
 TW0381'ON HIGHWAY 1 FOR 0.1 MILES TO THE STATION ON THE LEFT.
 TW0381'
 TW0381'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0381'STAMPED---HARMON 1963---, 1 INCH BELOW THE SURFACE OF THE SHOULDER
 TW0381'OF THE HIGHWAY.  IT IS 82.9 FEET NORTHWEST OF POWER POLE NO.A 506,
 TW0381'26.5 FEET WEST OF THE CENTER OF HIGHWAY 1 AND 24.2 FEET WEST OF
 TW0381'POWER POLE NO.A 328 190.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0382 ***********************************************************************
 TW0382  DESIGNATION -  HAWAIIAN
 TW0382  PID         -  TW0382
 TW0382  STATE/COUNTY-  GU/GUAM
 TW0382  USGS QUAD   -  DEDEDO (1975)
 TW0382
 TW0382                         *CURRENT SURVEY CONTROL
 TW0382  ___________________________________________________________________
 TW0382* NAD 83(1993)-  13 27 48.57324(N)    215 09 50.29070(W)     ADJUSTED  
 TW0382* GUVD04      -       112.012  (meters)     367.49   (feet)  ADJUSTED  
 TW0382  ___________________________________________________________________
 TW0382  EPOCH DATE  -        1993.62
 TW0382  GEOID HEIGHT-          54.35  (meters)                     EGM96
 TW0382
 TW0382  HORZ ORDER  -  SECOND
 TW0382  VERT ORDER  -  FIRST     CLASS II
 TW0382
 TW0382.The horizontal coordinates were established by classical geodetic methods
 TW0382.and adjusted by the National Geodetic Survey in September 1999..
 TW0382.The horizontal coordinates are valid at the epoch date displayed above.
 TW0382.The epoch date for horizontal control is a decimal equivalence
 TW0382.of Year/Month/Day.
 TW0382
 TW0382.The orthometric height was determined by differential leveling
 TW0382.and adjusted by the National Geodetic Survey in May 2005..
 TW0382.No vertical observational check was made to the station.
 TW0382
 TW0382.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0382.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0382
 TW0382;                    North         East     Units Scale Factor Converg.
 TW0382;UTM  55      - 1,489,422.926   265,729.293   MT  1.00027896   -0 30 14.6
 TW0382
 TW0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0382!UTM  55      -   0.99997384  x   1.00027896  =   1.00025279
 TW0382
 TW0382                          SUPERSEDED SURVEY CONTROL
 TW0382
 TW0382  GU 63       -  13 27 43.42262(N)    215 09 59.01119(W) AD(       ) 2
 TW0382
 TW0382.Superseded values are not recommended for survey control.
 TW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0382.See file dsdata.txt to determine how the superseded data were derived.
 TW0382
 TW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6572989423(NAD 83)
 TW0382_MARKER: DS = TRIANGULATION STATION DISK
 TW0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0382_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0382_STAMPING: HAWAIIAN 1963
 TW0382_MARK LOGO: GU    
 TW0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0382+STABILITY: SURFACE MOTION
 TW0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0382+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 TW0382
 TW0382  HISTORY     - Date     Condition        Report By
 TW0382  HISTORY     - 1963     MONUMENTED       CGS
 TW0382  HISTORY     - 20040510 GOOD             GUAMLM
 TW0382
 TW0382                          STATION DESCRIPTION
 TW0382
 TW0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0382'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST SOUTHEAST OF BARRIGADA,
 TW0382'3-1/2 MILES SOUTH OF DEDEDO, 1/4 MILE NORTHEAST OF THE HAWAIIAN ROCK
 TW0382'COMPANY PLANT, AND ON THE NORTHWEST SIDE OF HIGHWAY 15.
 TW0382'
 TW0382'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO EAST ON WEST
 TW0382'SAYLOR STREET FOR 0.2 MILE TO HIGHWAY 4.  TURN RIGHT AND FOLLOW
 TW0382'HIGHWAY 4 SOUTH AND SOUTHEAST FOR 3.9 MILES TO A Y FORK AND THE
 TW0382'JUNCTION OF HIGHWAY 4 AND HIGHWAY 10.  TAKE THE LEFT FORK AND FOLLOW
 TW0382'HIGHWAY 10 EAST AND NORTH FOR 2.2 MILES TO A T ROAD TO THE RIGHT AND
 TW0382'THE JUNCTION OF HIGHWAY 10 AND HIGHWAY 15.  TURN RIGHT AND FOLLOW
 TW0382'HIGHWAY 15 EAST AND NORTHEAST FOR 2.6 MILES TO THE STATION ON THE
 TW0382'LEFT, NORTHWEST, SIDE OF THE ROAD.
 TW0382'
 TW0382'THE STATION MARK, STAMPED---HAWAIIAN 1963---, IS A STANDARD GOVERNMENT
 TW0382'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0382'AND IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST
 TW0382'IRON CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY-
 TW0382'INSCRIBED ON THE LID.  IT IS 30 FEET NORTHWEST OF THE CENTER OF
 TW0382'HIGHWAY 15.
 TW0382'
 TW0382'TRAVERSE STATION SPUR MAY BE USED FOR THE AZIMUTH MARK.  -SEE
 TW0382'DESCRIPTION THEREOF.-
 TW0382
 TW0382                          STATION RECOVERY (2004)
 TW0382
 TW0382'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0382'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0382'OF MANGILAO.
 TW0382' 
 TW0382'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM VETERAN
 TW0382'HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR 2.5 MILES,
 TW0382'THE STATION IS ON THE NORTH SIDE OF ROUTE 15.  THE STATION IS 18
 TW0382'INCHES BELOW THE SURFACE, ENCASED IN A CAST IRON HOUSING.
 TW0382' 
 TW0382'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.0M NORTHEAST
 TW0382'OF CONCRETE POWER POLE AND 7.90M NORTHWEST OF CENTERLINE OF ROUTE 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0488 ***********************************************************************
 TW0488  DESIGNATION -  I H 1 USN 1963
 TW0488  PID         -  TW0488
 TW0488  STATE/COUNTY-  GU/
 TW0488  USGS QUAD   -  AGAT (1975)
 TW0488
 TW0488                         *CURRENT SURVEY CONTROL
 TW0488  ___________________________________________________________________
 TW0488* NAD 83(1993)-  13 25 01.42266(N)    215 19 54.95713(W)     ADJUSTED  
 TW0488* GUVD63      -         6.     (meters)      20.     (feet)  SCALED    
 TW0488  ___________________________________________________________________
 TW0488  EPOCH DATE  -        1993.62
 TW0488  GEOID HEIGHT-          54.53  (meters)                     EGM96
 TW0488
 TW0488  HORZ ORDER  -  SECOND
 TW0488
 TW0488.The horizontal coordinates were established by classical geodetic methods
 TW0488.and adjusted by the National Geodetic Survey in September 1999..
 TW0488.The horizontal coordinates are valid at the epoch date displayed above.
 TW0488.The epoch date for horizontal control is a decimal equivalence
 TW0488.of Year/Month/Day.
 TW0488
 TW0488.The orthometric height was scaled from a topographic map.
 TW0488
 TW0488.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0488.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0488
 TW0488;                    North         East     Units Scale Factor Converg.
 TW0488;UTM  55      - 1,484,450.599   247,488.350   MT  1.00038883   -0 32 29.0
 TW0488
 TW0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0488!UTM  55      -   0.99999048  x   1.00038883  =   1.00037931
 TW0488
 TW0488                          SUPERSEDED SURVEY CONTROL
 TW0488
 TW0488  GU 63       -  13 24 56.26138(N)    215 20 03.66847(W) AD(       ) 2
 TW0488
 TW0488.Superseded values are not recommended for survey control.
 TW0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0488.See file dsdata.txt to determine how the superseded data were derived.
 TW0488
 TW0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4748884451(NAD 83)
 TW0488_MARKER: M = AMMO SHELL CASING
 TW0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0488
 TW0488  HISTORY     - Date     Condition        Report By
 TW0488  HISTORY     - 1963     MONUMENTED       USN
 TW0488
 TW0488                          STATION DESCRIPTION
 TW0488
 TW0488'DESCRIBED BY US NAVY 1963 (NES)
 TW0488'THE STATION IS 2-1/4 MILE NORTH NORTHEAST OF AGAT, 1-1/2 MILES
 TW0488'NORTHWEST OF APRA HEIGHTS, APPROXIMATELY 100 FEET SOUTH OF HIGHWAY
 TW0488'1, 0.1 MILE EAST OF THE MAIN ENTRANCE TO THE NAVAL STATION, ON A LOW
 TW0488'HILL THAT HAS A THICK COVER OF TANGAN TANGAN TREES AND ABOUT 20 FEET
 TW0488'HIGHER THAN THE HIGHWAY.
 TW0488'
 TW0488'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAL STATION,
 TW0488'GO EAST ON HIGHWAY 1 FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT.
 TW0488'TURN RIGHT AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO THE
 TW0488'STATION IN A SMALL CLEARING.
 TW0488'
 TW0488'STATION MARK IS A 40 MILLIMETER BRASS SHELL CASING STAMPED---1H1---,
 TW0488'SET IN A 5 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0475 ***********************************************************************
 TW0475  DESIGNATION -  I H 4 USN 1963
 TW0475  PID         -  TW0475
 TW0475  STATE/COUNTY-  GU/
 TW0475  USGS QUAD   -  APRA HARBOR (1975)
 TW0475
 TW0475                         *CURRENT SURVEY CONTROL
 TW0475  ___________________________________________________________________
 TW0475* NAD 83(1993)-  13 25 56.23474(N)    215 20 32.27246(W)     ADJUSTED  
 TW0475* GUVD63      -         3.     (meters)      10.     (feet)  SCALED    
 TW0475  ___________________________________________________________________
 TW0475  EPOCH DATE  -        1993.62
 TW0475  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0475
 TW0475  HORZ ORDER  -  SECOND
 TW0475
 TW0475.The horizontal coordinates were established by classical geodetic methods
 TW0475.and adjusted by the National Geodetic Survey in September 1999..
 TW0475.The horizontal coordinates are valid at the epoch date displayed above.
 TW0475.The epoch date for horizontal control is a decimal equivalence
 TW0475.of Year/Month/Day.
 TW0475
 TW0475.The orthometric height was scaled from a topographic map.
 TW0475
 TW0475.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0475.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0475
 TW0475;                    North         East     Units Scale Factor Converg.
 TW0475;UTM  55      - 1,486,146.294   246,381.385   MT  1.00039576   -0 32 39.8
 TW0475
 TW0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0475!UTM  55      -   0.99999094  x   1.00039576  =   1.00038670
 TW0475
 TW0475                          SUPERSEDED SURVEY CONTROL
 TW0475
 TW0475  GU 63       -  13 25 51.07707(N)    215 20 40.98321(W) AD(       ) 2
 TW0475
 TW0475.Superseded values are not recommended for survey control.
 TW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0475.See file dsdata.txt to determine how the superseded data were derived.
 TW0475
 TW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4638186146(NAD 83)
 TW0475_MARKER: DD = SURVEY DISK
 TW0475_SETTING: 0 = UNSPECIFIED SETTING
 TW0475
 TW0475  HISTORY     - Date     Condition        Report By
 TW0475  HISTORY     - 1963     MONUMENTED       USN
 TW0475
 TW0475                          STATION DESCRIPTION
 TW0475
 TW0475'DESCRIBED BY US NAVY 1963 (NES)
 TW0475'THE STATION IS 1-1/2 MILES NORTHWEST OF MAIN GATE SENTRY BOOTH AT
 TW0475'ENTRANCE TO NAVAL STATION.
 TW0475'
 TW0475'TO REACH THE STATION FROM THE MAIN GATE SENTRY BOOTH, GO NORTHWEST
 TW0475'ON HIGHWAY 1 FOR 0.25 MILE TO SIDE ROAD -SUMAY DRIVE-.  TURN RIGHT
 TW0475'AND GO NORTHERLY ON SUMAY DRIVE FOR 1.05 MILES TO A SIDE ROAD LEFT,
 TW0475'TURN LEFT AND GO WESTERLY FOR 0.1 MILE TO A SIDE ROAD RIGHT.  MAKE
 TW0475'A SHARP RIGHT TURN UP HILL AND GO ABOUT 75 FEET, THEN BEAR RIGHT
 TW0475'ACROSS GRASSY AREA FOR 0.05 MILE TO STATION OVERLOOKING INNER APRA
 TW0475'HARBOR.
 TW0475'
 TW0475'REFERENCE MARK NO 1 IS A 40 MILLIMETER SHELL CASING STAMPED---I H
 TW0475'3---, SET IN THE TOP OF A 5 INCH SQUARE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0459 ***********************************************************************
 TW0459  DESIGNATION -  IATES 1963
 TW0459  PID         -  TW0459
 TW0459  STATE/COUNTY-  GU/
 TW0459  USGS QUAD   -  DEDEDO (1975)
 TW0459
 TW0459                         *CURRENT SURVEY CONTROL
 TW0459  ___________________________________________________________________
 TW0459* NAD 83(1993)-  13 25 49.51278(N)    215 11 38.98811(W)     ADJUSTED  
 TW0459* GUVD63      -        92.     (meters)     302.     (feet)  SCALED    
 TW0459  ___________________________________________________________________
 TW0459  EPOCH DATE  -        1993.62
 TW0459  GEOID HEIGHT-          54.26  (meters)                     EGM96
 TW0459
 TW0459  HORZ ORDER  -  SECOND
 TW0459
 TW0459.The horizontal coordinates were established by classical geodetic methods
 TW0459.and adjusted by the National Geodetic Survey in September 1999..
 TW0459.The horizontal coordinates are valid at the epoch date displayed above.
 TW0459.The epoch date for horizontal control is a decimal equivalence
 TW0459.of Year/Month/Day.
 TW0459
 TW0459.The orthometric height was scaled from a topographic map.
 TW0459
 TW0459.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0459.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0459
 TW0459;                    North         East     Units Scale Factor Converg.
 TW0459;UTM  55      - 1,485,792.014   262,426.495   MT  1.00029824   -0 30 35.5
 TW0459
 TW0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0459!UTM  55      -   0.99997700  x   1.00029824  =   1.00027523
 TW0459
 TW0459                          SUPERSEDED SURVEY CONTROL
 TW0459
 TW0459  GU 63       -  13 25 44.35565(N)    215 11 47.70656(W) AD(       ) 2
 TW0459
 TW0459.Superseded values are not recommended for survey control.
 TW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0459.See file dsdata.txt to determine how the superseded data were derived.
 TW0459
 TW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6242685792(NAD 83)
 TW0459_MARKER: DD = SURVEY DISK
 TW0459_SETTING: 66 = SET IN ROCK OUTCROP
 TW0459
 TW0459  HISTORY     - Date     Condition        Report By
 TW0459  HISTORY     - 1963     MONUMENTED       CGS
 TW0459
 TW0459                          STATION DESCRIPTION
 TW0459
 TW0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0459'THE STATION IS 6 MILES SOUTHEAST OF AGANA, 3 MILES SOUTH OF
 TW0459'BARRAGADA, 250 YARDS NORTHEAST OF THE COLLEGE OF GUAM, ON THE HIGHEST
 TW0459'PART OF A POINT LOCALLY KNOWN AS IATES POINT.
 TW0459'
 TW0459'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 4, IN AGANA,
 TW0459'GO SOUTH ON HIGHWAY 4 FOR 4.0 MILES TO THE JUNCTION OF HIGHWAY 10
 TW0459'ON THE LEFT.  TURN LEFT AND GO EASTERLY ON HIGHWAY 10 FOR 1.4 MILES
 TW0459'TO THE COLLEGE OF GUAM ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 TW0459'ON A PAVED ROAD FOR 0.6 MILE TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 TW0459'AND GO EASTERLY ON A PARTIALLY PAVED AND GRAVEL ROAD FOR 0.2 MILE TO
 TW0459'A POINT WHERE THE ROAD BEARS LEFT.  TURN RIGHT AND GO SOUTHEAST ALONG
 TW0459'BRUSH LINE FOR 0.15 MILE TO A DIM TRAIL ON THE LEFT.  FROM HERE PACK
 TW0459'SOUTHEAST ON BRUSHED OUT TRAIL FOR 10 MINUTES TO THE SUMMIT OF HILL
 TW0459'AND THE STATION ON THE HIGHEST POINT.
 TW0459'
 TW0459'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0459'STAMPED---IATES 1963---, CEMENTED IN A DRILL HOLE IN CORAL OUTCROP
 TW0459'AND SURROUNDED BY CONCRETE.
 TW0459'
 TW0459'L C TRIANGULATION STA. IS A 40 MILIMETER BRASS SHELL CASING, SET IN
 TW0459'CORAL OUTCROP, SURROUNDED BY CONCRETE AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0548 ***********************************************************************
 TW0548  DESIGNATION -  IBABA 2 USN 1963
 TW0548  PID         -  TW0548
 TW0548  STATE/COUNTY-  GU/
 TW0548  USGS QUAD   -  TALOFOFO (1975)
 TW0548
 TW0548                         *CURRENT SURVEY CONTROL
 TW0548  ___________________________________________________________________
 TW0548* NAD 83(1993)-  13 21 47.76729(N)    215 17 37.92803(W)     ADJUSTED  
 TW0548* GUVD63      -        43.     (meters)     141.     (feet)  SCALED    
 TW0548  ___________________________________________________________________
 TW0548  EPOCH DATE  -        1993.62
 TW0548  GEOID HEIGHT-          54.12  (meters)                     EGM96
 TW0548
 TW0548  HORZ ORDER  -  SECOND
 TW0548
 TW0548.The horizontal coordinates were established by classical geodetic methods
 TW0548.and adjusted by the National Geodetic Survey in September 1999..
 TW0548.The horizontal coordinates are valid at the epoch date displayed above.
 TW0548.The epoch date for horizontal control is a decimal equivalence
 TW0548.of Year/Month/Day.
 TW0548
 TW0548.The orthometric height was scaled from a topographic map.
 TW0548
 TW0548.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0548.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0548
 TW0548;                    North         East     Units Scale Factor Converg.
 TW0548;UTM  55      - 1,478,458.701   251,556.814   MT  1.00036361   -0 31 49.6
 TW0548
 TW0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0548!UTM  55      -   0.99998473  x   1.00036361  =   1.00034833
 TW0548
 TW0548                          SUPERSEDED SURVEY CONTROL
 TW0548
 TW0548  GU 63       -  13 21 42.58930(N)    215 17 46.64075(W) AD(       ) 2
 TW0548
 TW0548.Superseded values are not recommended for survey control.
 TW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0548.See file dsdata.txt to determine how the superseded data were derived.
 TW0548
 TW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5155778459(NAD 83)
 TW0548_MARKER: DD = SURVEY DISK
 TW0548_SETTING: 0 = UNSPECIFIED SETTING
 TW0548
 TW0548  HISTORY     - Date     Condition        Report By
 TW0548  HISTORY     - 1963     MONUMENTED       USN
 TW0548
 TW0548                          STATION DESCRIPTION
 TW0548
 TW0548'DESCRIBED BY US NAVY 1963 (NES)
 TW0548'THE STATION IS LOCATED 3-1/2 MILES EAST SOUTHEAST OF AGAT, 3 MILES
 TW0548'SOUTHEAST OF APRA HEIGHTS, ON THE SUMMIT OF A RED CLAY HILL, INSIDE
 TW0548'THE NAVAL MAGAZINE RESTRICTED AREA AND AT THE NORTH END OF FENA DAM.
 TW0548'
 TW0548'TO REACH THE STATION FROM THE JUNCTIONS OF HIGHWAYS 1 AND 4 IN AGANA,
 TW0548'GO WEST ON HIGHWAY 1 FOR 7.9 MILES TO THE JUNCTION OF HIGHWAY 2A.
 TW0548'TURN LEFT ON HIGHWAY 2A AND GO 0.85 MILE TO THE JUNCTION OF HIGHWAY
 TW0548'5.  TURN LEFT ON HIGHWAY 5 AND GO 1.3 MILES TO THE JUNCTION OF
 TW0548'HIGHWAY 17.  CONTINUE AHEAD ON HIGHWAY 5 AND GO 0.8 MILE TO SENTRY
 TW0548'BOOTH AT ENTRANCE TO NAVAL AMMUNITION DEPOT.  CONTINUE FOR 0.35 MILE
 TW0548'TO A T ROAD LEFT.  TURN LEFT AND GO 0.25 MILE TO A SIDE ROAD RIGHT.
 TW0548'TURN RIGHT AND GO 0.25 MILE TO PARSON ROAD.  TURN RIGHT ON PARSON
 TW0548'ROAD AND GO SOUTHEASTERLY FOR 1.7 MILES TO PARSON ROAD.  TURN RIGHT
 TW0548'ON PARSON ROAD AND GO 1.7 MILES TO HARMON ROAD.  TURN RIGHT ON
 TW0548'HARMON ROAD AND GO 0.8 MILE TO A Y JUNCTION AT THE NORTH END OF FENA
 TW0548'DAM AND THE END OF TRUCK TRAVEL.  CLIMB RED CLAY HILL, NORTHERLY FOR
 TW0548'APPROXIMATELY 100 YARDS TO THE SUMMIT AND STATION.
 TW0548'
 TW0548'REFERENCE MARK NO 1 IS A 2 INCH IRON PIPE WITH CAP STAMPED---IBABA---,
 TW0548'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TW0548'14 INCHES.  IT IS ON THE SOUTHWEST SLOPE OF THE HILL AND 15 FEET
 TW0548'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0549 ***********************************************************************
 TW0549  DESIGNATION -  IBABA PWC
 TW0549  PID         -  TW0549
 TW0549  STATE/COUNTY-  GU/GUAM
 TW0549  USGS QUAD   -  TALOFOFO (1975)
 TW0549
 TW0549                         *CURRENT SURVEY CONTROL
 TW0549  ___________________________________________________________________
 TW0549* NAD 83(1993)-  13 21 47.35020(N)    215 17 38.33483(W)     ADJUSTED  
 TW0549* GUVD63      -        43.     (meters)     141.     (feet)  SCALED    
 TW0549  ___________________________________________________________________
 TW0549  EPOCH DATE  -        1993.62
 TW0549  GEOID HEIGHT-          54.12  (meters)                     EGM96
 TW0549
 TW0549  HORZ ORDER  -  SECOND
 TW0549
 TW0549.The horizontal coordinates were established by classical geodetic methods
 TW0549.and adjusted by the National Geodetic Survey in September 1999..
 TW0549.The horizontal coordinates are valid at the epoch date displayed above.
 TW0549.The epoch date for horizontal control is a decimal equivalence
 TW0549.of Year/Month/Day.
 TW0549
 TW0549.The orthometric height was scaled from a topographic map.
 TW0549
 TW0549.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0549.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0549
 TW0549;                    North         East     Units Scale Factor Converg.
 TW0549;UTM  55      - 1,478,445.992   251,544.451   MT  1.00036369   -0 31 49.7
 TW0549
 TW0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0549!UTM  55      -   0.99998473  x   1.00036369  =   1.00034841
 TW0549
 TW0549                          SUPERSEDED SURVEY CONTROL
 TW0549
 TW0549  GU 63       -  13 21 42.17218(N)    215 17 47.04755(W) AD(       ) 2
 TW0549
 TW0549.Superseded values are not recommended for survey control.
 TW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0549.See file dsdata.txt to determine how the superseded data were derived.
 TW0549
 TW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5154478446(NAD 83)
 TW0549_MARKER: Z = SEE DESCRIPTION
 TW0549_SETTING: 0 = UNSPECIFIED SETTING
 TW0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0549
 TW0549  HISTORY     - Date     Condition        Report By
 TW0549  HISTORY     - 1963     MONUMENTED       CGS
 TW0549  HISTORY     - UNK      SEE DESCRIPTION
 TW0549
 TW0549                          STATION DESCRIPTION
 TW0549
 TW0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0549'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0549
 TW0549                          STATION RECOVERY (UNK )
 TW0549
 TW0549'RECOVERED UNK
 TW0549'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0431 ***********************************************************************
 TW0431  DESIGNATION -  IGY 1 USN 1963
 TW0431  PID         -  TW0431
 TW0431  STATE/COUNTY-  GU/
 TW0431  USGS QUAD   -  
 TW0431
 TW0431                         *CURRENT SURVEY CONTROL
 TW0431  ___________________________________________________________________
 TW0431* NAD 83(1993)-  13 36 42.30916(N)    215 09 04.83088(W)     ADJUSTED  
 TW0431* GUVD63      -       151.8    (meters)     498.     (feet)  VERT ANG  
 TW0431  ___________________________________________________________________
 TW0431  EPOCH DATE  -        1993.62
 TW0431  GEOID HEIGHT-          54.99  (meters)                     EGM96
 TW0431
 TW0431  HORZ ORDER  -  THIRD
 TW0431
 TW0431.The horizontal coordinates were established by classical geodetic methods
 TW0431.and adjusted by the National Geodetic Survey in September 1999..
 TW0431.The horizontal coordinates are valid at the epoch date displayed above.
 TW0431.The epoch date for horizontal control is a decimal equivalence
 TW0431.of Year/Month/Day.
 TW0431
 TW0431.The orthometric height was determined by vertical angle observations.
 TW0431
 TW0431.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0431.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0431
 TW0431;                    North         East     Units Scale Factor Converg.
 TW0431;UTM  55      - 1,505,817.498   267,241.218   MT  1.00027021   -0 30 23.5
 TW0431
 TW0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0431!UTM  55      -   0.99996748  x   1.00027021  =   1.00023768
 TW0431
 TW0431                          SUPERSEDED SURVEY CONTROL
 TW0431
 TW0431  GU 63       -  13 36 37.19196(N)    215 09 13.55052(W) AD(       ) 3
 TW0431
 TW0431.Superseded values are not recommended for survey control.
 TW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0431.See file dsdata.txt to determine how the superseded data were derived.
 TW0431
 TW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6724105817(NAD 83)
 TW0431_MARKER: DD = SURVEY DISK
 TW0431_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TW0431_SP_SET: OBJECT IMBEDDED IN GROUND
 TW0431
 TW0431  HISTORY     - Date     Condition        Report By
 TW0431  HISTORY     - 1963     MONUMENTED       USN
 TW0431
 TW0431                          STATION DESCRIPTION
 TW0431
 TW0431'DESCRIBED BY US NAVY 1963 (NES)
 TW0431'THE STATION IS 6-3/4 MILES NORTHEAST OF WETTENGEL JUNCTION, 2 MILES
 TW0431'NORTH OF POTTS JUNCTION, 0.1 MILE WEST OF THE EAST END AND NEAR THE
 TW0431'CENTER OF AN OLD RUNWAY OF AN ABANDONED AIR STRIP FORMERLY KNOWN AS
 TW0431'NORTHWEST FIELD.
 TW0431'
 TW0431'THE STATION MARK IS A U.S. NAVY DISK STAMPED---IGY I---, A 2-1/2 INCH
 TW0431'BRONZE DISK SET IN CONCRETE AND FLUSH WITH THE SURFACE OF THE
 TW0431'RUNWAY.  IT IS 88 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 TW0431'RUNWAY AND TAXI APRON AND 23 FEET NORTHEAST OF THE SOUTHWEST CORNER
 TW0431'OF THE RUNWAY AND TAXI APRON.
 TW0431'
 TW0431'TO REACH THE STATION FROM WETTENGEL JUNCTION, HIGHWAYS 1 AND 3, GO
 TW0431'NORTHERLY ON HIGHWAY 3 FOR 5.4 MILES TO THE JUNCTION OF HIGHWAY 9.
 TW0431'BEAR LEFT AND GO NORTHWEST ON HIGHWAY 3 FOR 2.2 MILES TO A DIM SIDE
 TW0431'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.1 MILE TO THE
 TW0431'CENTER OF THE OLD RUNWAY.  TURN LEFT AND GO EAST ALONG THE RUNWAY
 TW0431'FOR 0.15 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0426 ***********************************************************************
 TW0426  DESIGNATION -  IGY 11 USN 1963
 TW0426  PID         -  TW0426
 TW0426  STATE/COUNTY-  GU/
 TW0426  USGS QUAD   -  
 TW0426
 TW0426                         *CURRENT SURVEY CONTROL
 TW0426  ___________________________________________________________________
 TW0426* NAD 83(1993)-  13 37 02.90077(N)    215 08 23.19768(W)     ADJUSTED  
 TW0426* GUVD63      -       153.7    (meters)     504.     (feet)  VERT ANG  
 TW0426  ___________________________________________________________________
 TW0426  EPOCH DATE  -        1993.62
 TW0426  GEOID HEIGHT-          54.97  (meters)                     EGM96
 TW0426
 TW0426  HORZ ORDER  -  THIRD
 TW0426
 TW0426.The horizontal coordinates were established by classical geodetic methods
 TW0426.and adjusted by the National Geodetic Survey in September 1999..
 TW0426.The horizontal coordinates are valid at the epoch date displayed above.
 TW0426.The epoch date for horizontal control is a decimal equivalence
 TW0426.of Year/Month/Day.
 TW0426
 TW0426.The orthometric height was determined by vertical angle observations.
 TW0426
 TW0426.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0426.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0426
 TW0426;                    North         East     Units Scale Factor Converg.
 TW0426;UTM  55      - 1,506,439.429   268,498.528   MT  1.00026299   -0 30 14.4
 TW0426
 TW0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0426!UTM  55      -   0.99996719  x   1.00026299  =   1.00023017
 TW0426
 TW0426                          SUPERSEDED SURVEY CONTROL
 TW0426
 TW0426  GU 63       -  13 36 57.78543(N)    215 08 31.91716(W) AD(       ) 3
 TW0426
 TW0426.Superseded values are not recommended for survey control.
 TW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0426.See file dsdata.txt to determine how the superseded data were derived.
 TW0426
 TW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6849906439(NAD 83)
 TW0426_MARKER: DD = SURVEY DISK
 TW0426_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TW0426_SP_SET: OBJECT IMBEDDED IN GROUND
 TW0426
 TW0426  HISTORY     - Date     Condition        Report By
 TW0426  HISTORY     - 1963     MONUMENTED       USN
 TW0426
 TW0426                          STATION DESCRIPTION
 TW0426
 TW0426'DESCRIBED BY US NAVY 1963 (NES)
 TW0426'THE STATION IS 6-3/4 MILES NORTHEAST OF WETTENGEL JUNCTION,
 TW0426'2 MILES NORTH OF POTTS JUNCTION, 0.2 MILE EAST OF THE WEST END
 TW0426'AND NEAR THE CENTER OF AN OLD RUNWAY OF AN ABANDONED AIR STRIP
 TW0426'FORMERLY KNOWN AS NORTHWEST FIELD.
 TW0426'
 TW0426'TO REACH THE STATION FROM WETTENGEL JUNCTION, HIGHWAYS 1 AND 3,
 TW0426'GO NORTHERLY ON HIGHWAY 3 FOR 5.4 MILES TO THE JUNCTION OF
 TW0426'HIGHWAY 9.  BEAR LEFT AND GO NORTHWEST ON HIGHWAY 3 FOR 2.2 MILES
 TW0426'TO A DIM SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 TW0426'0.1 MILE TO THE CENTER OF THE OLD RUNWAY.  TURN RIGHT AND GO WEST
 TW0426'ALONG THE RUNWAY FOR 0.75 MILE TO THE STATION.
 TW0426'
 TW0426'THE STATION MARK IS A U.S. NAVY DISK STAMPED---IGY II---, A 2-1/2
 TW0426'INCH BRONZE DISK SET IN CONCRETE AND FLUSH WITH THE SURFACE OF THE
 TW0426'RUNWAY.  IT IS 72 FEET NORTHEAST OF A LONE BRUSH AT THE CORNER OF
 TW0426'THE INTERSECTION OF THE RUNWAY AND A TAXI APRON RUNING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0527 ***********************************************************************
 TW0527  DESIGNATION -  IH 3
 TW0527  PID         -  TW0527
 TW0527  STATE/COUNTY-  GU/GUAM
 TW0527  USGS QUAD   -  APRA HARBOR (1975)
 TW0527
 TW0527                         *CURRENT SURVEY CONTROL
 TW0527  ___________________________________________________________________
 TW0527* NAD 83(1993)-  13 25 56.06420(N)    215 20 31.90561(W)     ADJUSTED  
 TW0527* GUVD63      -         3.     (meters)      10.     (feet)  SCALED    
 TW0527  ___________________________________________________________________
 TW0527  EPOCH DATE  -        1993.62
 TW0527  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0527
 TW0527  HORZ ORDER  -  SECOND
 TW0527
 TW0527.The horizontal coordinates were established by classical geodetic methods
 TW0527.and adjusted by the National Geodetic Survey in September 1999..
 TW0527.The horizontal coordinates are valid at the epoch date displayed above.
 TW0527.The epoch date for horizontal control is a decimal equivalence
 TW0527.of Year/Month/Day.
 TW0527
 TW0527.The orthometric height was scaled from a topographic map.
 TW0527
 TW0527.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0527.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0527
 TW0527;                    North         East     Units Scale Factor Converg.
 TW0527;UTM  55      - 1,486,140.946   246,392.374   MT  1.00039569   -0 32 39.7
 TW0527
 TW0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0527!UTM  55      -   0.99999094  x   1.00039569  =   1.00038663
 TW0527
 TW0527                          SUPERSEDED SURVEY CONTROL
 TW0527
 TW0527  GU 63       -  13 25 50.90652(N)    215 20 40.61636(W) AD(       ) 2
 TW0527
 TW0527.Superseded values are not recommended for survey control.
 TW0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0527.See file dsdata.txt to determine how the superseded data were derived.
 TW0527
 TW0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4639286141(NAD 83)
 TW0527_MARKER: Z = SEE DESCRIPTION
 TW0527_SETTING: 0 = UNSPECIFIED SETTING
 TW0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0527
 TW0527  HISTORY     - Date     Condition        Report By
 TW0527  HISTORY     - 1963     MONUMENTED       CGS
 TW0527  HISTORY     - UNK      SEE DESCRIPTION
 TW0527
 TW0527                          STATION DESCRIPTION
 TW0527
 TW0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0527'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0527
 TW0527                          STATION RECOVERY (UNK )
 TW0527
 TW0527'RECOVERED UNK
 TW0527'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0383 ***********************************************************************
 TW0383  DESIGNATION -  INARAJAN
 TW0383  PID         -  TW0383
 TW0383  STATE/COUNTY-  GU/GUAM
 TW0383  USGS QUAD   -  INARAJAN (1968)
 TW0383
 TW0383                         *CURRENT SURVEY CONTROL
 TW0383  ___________________________________________________________________
 TW0383* NAD 83(1993)-  13 16 35.86916(N)    215 15 10.33841(W)     ADJUSTED  
 TW0383* GUVD63      -         1.498  (meters)       4.91   (feet)  ADJ UNCH  
 TW0383  ___________________________________________________________________
 TW0383  EPOCH DATE  -        1993.62
 TW0383  GEOID HEIGHT-          53.16  (meters)                     EGM96
 TW0383
 TW0383  HORZ ORDER  -  SECOND
 TW0383  VERT ORDER  -  FIRST     CLASS II
 TW0383
 TW0383.The horizontal coordinates were established by classical geodetic methods
 TW0383.and adjusted by the National Geodetic Survey in September 1999..
 TW0383.The horizontal coordinates are valid at the epoch date displayed above.
 TW0383.The epoch date for horizontal control is a decimal equivalence
 TW0383.of Year/Month/Day.
 TW0383
 TW0383.The orthometric height was key entered from printed documents
 TW0383.and not key verified.
 TW0383
 TW0383.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0383.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0383
 TW0383;                    North         East     Units Scale Factor Converg.
 TW0383;UTM  55      - 1,468,830.023   255,912.285   MT  1.00033708   -0 31 03.5
 TW0383
 TW0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0383!UTM  55      -   0.99999141  x   1.00033708  =   1.00032848
 TW0383
 TW0383                          SUPERSEDED SURVEY CONTROL
 TW0383
 TW0383  GU 63       -  13 16 30.67416(N)    215 15 19.05457(W) AD(       ) 2
 TW0383
 TW0383.Superseded values are not recommended for survey control.
 TW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0383.See file dsdata.txt to determine how the superseded data were derived.
 TW0383
 TW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5591268830(NAD 83)
 TW0383_MARKER: DS = TRIANGULATION STATION DISK
 TW0383_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0383_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0383_STAMPING: INARAJAN 1963
 TW0383_MARK LOGO: GU    
 TW0383_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0383
 TW0383  HISTORY     - Date     Condition        Report By
 TW0383  HISTORY     - 1963     MONUMENTED       CGS
 TW0383
 TW0383                          STATION DESCRIPTION
 TW0383
 TW0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0383'THE STATION IS LOCATED IN THE VILLAGE OF INARAJAN, ON SCHOOL PROPERTY
 TW0383'AT THE NORTHEAST EDGE OF THE VILLAGE, ALONG THE WEST SIDE OF THE
 TW0383'NORTH BOUND LANE OF HIGHWAY 4 AND ABOUT 100 YARDS SOUTH OF OLSONS
 TW0383'RESTAURANT AND THE ROAD FORK WHERE THE NORTH BOUND AND THE SOUTHBOUND
 TW0383'LANES OF HIGHWAY 4 MEET.
 TW0383'
 TW0383'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0383'STAMPED---INARAJAN 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0383'THE SURFACE OF THE GROUND.  TO REACH THE STATION FROM ST. JOSEPHS
 TW0383'CHURCH IN INARAJAN, GO NORTH AND WEST ON HIGHWAY 4 FOR 0.2 MILE TO
 TW0383'STATION SITE ON THE LEFT, IN THE SOUTHEAST CORNER OF A PLAYGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0539 ***********************************************************************
 TW0539  DESIGNATION -  INARAJAN ST JOSEPH CH SPIRE
 TW0539  PID         -  TW0539
 TW0539  STATE/COUNTY-  GU/
 TW0539  USGS QUAD   -  INARAJAN (1968)
 TW0539
 TW0539                         *CURRENT SURVEY CONTROL
 TW0539  ___________________________________________________________________
 TW0539* NAD 83(1993)-  13 16 27.77444(N)    215 15 04.70872(W)     ADJUSTED  
 TW0539* LOCAL TIDAL -                                                        
 TW0539  ___________________________________________________________________
 TW0539  EPOCH DATE  -        1993.62
 TW0539  GEOID HEIGHT-          53.12  (meters)                     EGM96
 TW0539
 TW0539  HORZ ORDER  -  THIRD
 TW0539
 TW0539.The horizontal coordinates were established by classical geodetic methods
 TW0539.and adjusted by the National Geodetic Survey in September 1999..
 TW0539.The horizontal coordinates are valid at the epoch date displayed above.
 TW0539.The epoch date for horizontal control is a decimal equivalence
 TW0539.of Year/Month/Day.
 TW0539
 TW0539
 TW0539.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0539.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0539
 TW0539;                    North         East     Units Scale Factor Converg.
 TW0539;UTM  55      - 1,468,579.657   256,079.547   MT  1.00033607   -0 31 01.9
 TW0539
 TW0539                          SUPERSEDED SURVEY CONTROL
 TW0539
 TW0539  GU 63       -  13 16 22.57937(N)    215 15 13.42538(W) AD(       ) 3
 TW0539
 TW0539.Superseded values are not recommended for survey control.
 TW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0539.See file dsdata.txt to determine how the superseded data were derived.
 TW0539
 TW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5608068580(NAD 83)
 TW0539_MARKER: 90 = CHURCH SPIRE
 TW0539
 TW0539  HISTORY     - Date     Condition        Report By
 TW0539  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0539
 TW0539                          STATION DESCRIPTION
 TW0539
 TW0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0539'THE STATION IS LOCATED NEAR THE EAST SIDE OF THE VILLAGE OF INARAJAN.
 TW0539'
 TW0539'THE CHURCH IS A LARGE YELLOW BUILDING WITH A CUPOLA ON THE EAST SIDE,
 TW0539'THE SPIRE ATOP THE CUPOLA WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0384 ***********************************************************************
 TW0384  DESIGNATION -  IPACHOL
 TW0384  PID         -  TW0384
 TW0384  STATE/COUNTY-  GU/GUAM
 TW0384  USGS QUAD   -  TALOFOFO (1975)
 TW0384
 TW0384                         *CURRENT SURVEY CONTROL
 TW0384  ___________________________________________________________________
 TW0384* NAD 83(1993)-  13 17 46.08626(N)    215 14 43.66600(W)     ADJUSTED  
 TW0384* GUVD63      -        91.320  (meters)     299.61   (feet)  ADJ UNCH  
 TW0384  ___________________________________________________________________
 TW0384  EPOCH DATE  -        1993.62
 TW0384  GEOID HEIGHT-          53.33  (meters)                     EGM96
 TW0384
 TW0384  HORZ ORDER  -  SECOND
 TW0384  VERT ORDER  -  FIRST     CLASS II
 TW0384
 TW0384.The horizontal coordinates were established by classical geodetic methods
 TW0384.and adjusted by the National Geodetic Survey in September 1999..
 TW0384.The horizontal coordinates are valid at the epoch date displayed above.
 TW0384.The epoch date for horizontal control is a decimal equivalence
 TW0384.of Year/Month/Day.
 TW0384
 TW0384.The orthometric height was key entered from printed documents
 TW0384.and not key verified.
 TW0384
 TW0384.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0384.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0384
 TW0384;                    North         East     Units Scale Factor Converg.
 TW0384;UTM  55      - 1,470,981.276   256,734.836   MT  1.00033211   -0 31 00.0
 TW0384
 TW0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0384!UTM  55      -   0.99997725  x   1.00033211  =   1.00030936
 TW0384
 TW0384                          SUPERSEDED SURVEY CONTROL
 TW0384
 TW0384  GU 63       -  13 17 40.89685(N)    215 14 52.38199(W) AD(       ) 2
 TW0384
 TW0384.Superseded values are not recommended for survey control.
 TW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0384.See file dsdata.txt to determine how the superseded data were derived.
 TW0384
 TW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5673570981(NAD 83)
 TW0384_MARKER: DS = TRIANGULATION STATION DISK
 TW0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0384_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0384_STAMPING: IPACHOL 1963
 TW0384_MARK LOGO: GU    
 TW0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0384+STABILITY: SURFACE MOTION
 TW0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0384+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 TW0384
 TW0384  HISTORY     - Date     Condition        Report By
 TW0384  HISTORY     - 1963     MONUMENTED       CGS
 TW0384  HISTORY     - 20040513 GOOD             GUAMLM
 TW0384
 TW0384                          STATION DESCRIPTION
 TW0384
 TW0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0384'THE STATION IS LOCATED 1-1/4 MILES NORTH NORTHEAST OF INARAJAN AND
 TW0384'ON A BANK ON THE WEST SIDE OF ROUTE 4.
 TW0384'
 TW0384'TO REACH THE STATION FROM THE ST. JOSEPHS CHURCH IN INARAJAN,
 TW0384'GO NORTHERLY ON ROUTE 4 FOR 1.9 MILES TO TOP OF A HILL AND SIDE
 TW0384'ROAD ON THE LEFT AND THE STATION.
 TW0384'
 TW0384'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0384'STAMPED---IPACHOL 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0384'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 102 FEET
 TW0384'NORTHEAST OF A POWER LINE POLE, 108 FEET NORTHWEST OF THE CENTER
 TW0384'LINE OF ROUTE 4 AND 22 FEET EAST OF A CUT BANK.
 TW0384
 TW0384                          STATION RECOVERY (2004)
 TW0384
 TW0384'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0384'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0384'OF INARAJAN.
 TW0384' 
 TW0384'TO REACH NARRATIVE- TO REACH THE STATION FROM THE TALOFOFO BRIDGE, GO
 TW0384'SOUTH ON ROUTE 4 FOR 3.2 MILE TO THE STATION ON THE LEFT SIDE OF ROUTE
 TW0384'4, HIKE NORTHERLY ON DIRT TRACK FOR APPROXIMATELY 150 FT. TO THE
 TW0384'STATION ON THE LEFT OF DIRT TRACK.  STATION IS SITUATED ON TOP OF A
 TW0384'HILL.
 TW0384' 
 TW0384'MONUMENT DESCRIPTION AND MEASUREMENTS- NO REFERENCE POINTS.
 TW0384' 
 TW0384'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0384'STAMPED--IPACHOL--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0110 ***********************************************************************
 TW0110  DESIGNATION -  J 1
 TW0110  PID         -  TW0110
 TW0110  STATE/COUNTY-  GU/GUAM
 TW0110  USGS QUAD   -  TALOFOFO (1975)
 TW0110
 TW0110                         *CURRENT SURVEY CONTROL
 TW0110  ___________________________________________________________________
 TW0110* NAD 83(1986)-  13 23 52.     (N)    215 13 38.     (W)     SCALED    
 TW0110* GUVD63      -        38.235  (meters)     125.44   (feet)  ADJ UNCH  
 TW0110  ___________________________________________________________________
 TW0110  GEOID HEIGHT-          54.15  (meters)                     EGM96
 TW0110
 TW0110  VERT ORDER  -  FIRST     CLASS II
 TW0110
 TW0110.The horizontal coordinates were scaled from a topographic map and have
 TW0110.an estimated accuracy of +/- 6 seconds.
 TW0110
 TW0110.The orthometric height was key entered from printed documents
 TW0110.and not key verified.
 TW0110
 TW0110.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0110.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0110
 TW0110                          SUPERSEDED SURVEY CONTROL
 TW0110
 TW0110.No superseded survey control is available for this station.
 TW0110
 TW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ588822(NAD 83)
 TW0110_MARKER: DD = SURVEY DISK
 TW0110_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TW0110_SP_SET: CONCRETE MANHOLE
 TW0110_STAMPING: J 1
 TW0110_MARK LOGO: GUGS  
 TW0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0110
 TW0110  HISTORY     - Date     Condition        Report By
 TW0110  HISTORY     - 1963     MONUMENTED       GUGS
 TW0110  HISTORY     - 1963     GOOD             GUGS
 TW0110
 TW0110                          STATION DESCRIPTION
 TW0110
 TW0110'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0110'NO DESCRIPTION SUMBMITTED.
 TW0110
 TW0110                          STATION RECOVERY (1963)
 TW0110
 TW0110'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0110'FROM YONA GO SOUTH ON HIGHWAY 4 FOR 1.2 MILE.  18 FEET NORTHWEST OF
 TW0110'THE CENTER OF HIGHWAY 4.
 TW0110' 
 TW0110'A STANDARD GOV GUAM NET DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 TW0110'CORNER OF A 6 FEET BY 6 FEET CONCRETE MAN HOLE ON THE NORTHWEST SIDE
 TW0110'OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0385 ***********************************************************************
 TW0385  DESIGNATION -  JUNCTION
 TW0385  PID         -  TW0385
 TW0385  STATE/COUNTY-  GU/GUAM
 TW0385  USGS QUAD   -  AGANA (1968)
 TW0385
 TW0385                         *CURRENT SURVEY CONTROL
 TW0385  ___________________________________________________________________
 TW0385* NAD 83(1993)-  13 26 03.64631(N)    215 13 12.00416(W)     ADJUSTED  
 TW0385* GUVD63      -        54.954  (meters)     180.29   (feet)  ADJ UNCH  
 TW0385  ___________________________________________________________________
 TW0385  EPOCH DATE  -        1993.62
 TW0385  GEOID HEIGHT-          54.37  (meters)                     EGM96
 TW0385
 TW0385  HORZ ORDER  -  SECOND
 TW0385  VERT ORDER  -  FIRST     CLASS II
 TW0385
 TW0385.The horizontal coordinates were established by classical geodetic methods
 TW0385.and adjusted by the National Geodetic Survey in September 1999..
 TW0385.The horizontal coordinates are valid at the epoch date displayed above.
 TW0385.The epoch date for horizontal control is a decimal equivalence
 TW0385.of Year/Month/Day.
 TW0385
 TW0385.The orthometric height was key entered from printed documents
 TW0385.and not key verified.
 TW0385
 TW0385.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0385.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0385
 TW0385;                    North         East     Units Scale Factor Converg.
 TW0385;UTM  55      - 1,486,251.535   259,631.565   MT  1.00031477   -0 30 57.7
 TW0385
 TW0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0385!UTM  55      -   0.99998281  x   1.00031477  =   1.00029757
 TW0385
 TW0385                          SUPERSEDED SURVEY CONTROL
 TW0385
 TW0385  GU 63       -  13 25 58.49008(N)    215 13 20.72083(W) AD(       ) 2
 TW0385
 TW0385.Superseded values are not recommended for survey control.
 TW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0385.See file dsdata.txt to determine how the superseded data were derived.
 TW0385
 TW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5963286252(NAD 83)
 TW0385_MARKER: DS = TRIANGULATION STATION DISK
 TW0385_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0385_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0385_STAMPING: JUNCTION 1963
 TW0385_MARK LOGO: GU    
 TW0385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0385
 TW0385  HISTORY     - Date     Condition        Report By
 TW0385  HISTORY     - 1963     MONUMENTED       CGS
 TW0385
 TW0385                          STATION DESCRIPTION
 TW0385
 TW0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0385'THE STATION IS LOCATED 3-1/2 MILES SOUTHEAST OF AGANA, 1-1/2 MILES
 TW0385'NORTH OF YONA AND AT THE JUNCTION OF ROUTE 4 AND ROUTE 10.
 TW0385'
 TW0385'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TW0385'OBRIEN DRIVE AND ROUTE 4 IN AGANA, GO SOUTHERLY ON ROUTE 4 FOR
 TW0385'4.1 MILES TO THE STATION ON THE LEFT.
 TW0385'
 TW0385'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0385'STAMPED---JUNCTION 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING W
 TW0385'CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET
 TW0385'NORTHWEST OF CENTER OF ROUTE 10, 69 FEET NORTHEAST OF CENTER OF
 TW0385'ROUTE 4, 32 FEET NORTHEAST OF A POWER LINE POLE, 12 FEET WEST OF A
 TW0385'WATER METER AND 11 FEET SOUTH OF A 12 INCH TRIANGLE BLAZED MANGO
 TW0385'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0112 ***********************************************************************
 TW0112  DESIGNATION -  K 1
 TW0112  PID         -  TW0112
 TW0112  STATE/COUNTY-  GU/GUAM
 TW0112  USGS QUAD   -  TALOFOFO (1975)
 TW0112
 TW0112                         *CURRENT SURVEY CONTROL
 TW0112  ___________________________________________________________________
 TW0112* NAD 83(1986)-  13 22 33.     (N)    215 13 41.     (W)     SCALED    
 TW0112* GUVD63      -         7.416  (meters)      24.33   (feet)  ADJ UNCH  
 TW0112  ___________________________________________________________________
 TW0112  GEOID HEIGHT-          53.99  (meters)                     EGM96
 TW0112
 TW0112  VERT ORDER  -  FIRST     CLASS II
 TW0112
 TW0112.The horizontal coordinates were scaled from a topographic map and have
 TW0112.an estimated accuracy of +/- 6 seconds.
 TW0112
 TW0112.The orthometric height was key entered from printed documents
 TW0112.and not key verified.
 TW0112
 TW0112.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0112.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0112
 TW0112                          SUPERSEDED SURVEY CONTROL
 TW0112
 TW0112.No superseded survey control is available for this station.
 TW0112
 TW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ587797(NAD 83)
 TW0112_MARKER: DD = SURVEY DISK
 TW0112_SETTING: 0 = UNSPECIFIED SETTING
 TW0112_SP_SET: SET INTO CAST IRON HOUSING
 TW0112_STAMPING: K 1
 TW0112_MARK LOGO: GUGS  
 TW0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0112
 TW0112  HISTORY     - Date     Condition        Report By
 TW0112  HISTORY     - 1963     MONUMENTED       GUGS
 TW0112  HISTORY     - 1963     GOOD             GUGS
 TW0112
 TW0112                          STATION DESCRIPTION
 TW0112
 TW0112'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0112'NO DESCRIPTION SUMBMITTED.
 TW0112
 TW0112                          STATION RECOVERY (1963)
 TW0112
 TW0112'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0112'FROM YONA GO SOUTH ON HIGHWAY 4 FOR 3.0 MILES.  23 FEET EAST OF CENTER
 TW0112'OF HIGHWAY 4 AND 8 FEET NORTH OF POWER POLE.
 TW0112' 
 TW0112'A STANDARD GOV GUAM NET DISK SET IN A CAST IRON FORM WITH COVER 2
 TW0112'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3059 ***********************************************************************
 DH3059  DESIGNATION -  KELI
 DH3059  PID         -  DH3059
 DH3059  STATE/COUNTY-  GU/GUAM
 DH3059  USGS QUAD   -  
 DH3059
 DH3059                         *CURRENT SURVEY CONTROL
 DH3059  ___________________________________________________________________
 DH3059* NAD 83(1986)-  13 34 47.     (N)    215 08 46.     (W)     SCALED    
 DH3059* GUVD04      -       138.413  (meters)     454.11   (feet)  ADJUSTED  
 DH3059  ___________________________________________________________________
 DH3059  GEOID HEIGHT-          54.87  (meters)                     EGM96
 DH3059
 DH3059  VERT ORDER  -  FIRST     CLASS II
 DH3059
 DH3059.The horizontal coordinates were scaled from a topographic map and have
 DH3059.an estimated accuracy of +/- 6 seconds.
 DH3059
 DH3059.The orthometric height was determined by differential leveling
 DH3059.and adjusted by the National Geodetic Survey in May 2005..
 DH3059
 DH3059.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3059.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3059
 DH3059                          SUPERSEDED SURVEY CONTROL
 DH3059
 DH3059.No superseded survey control is available for this station.
 DH3059
 DH3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR677022(NAD 83)
 DH3059_MARKER: DD = SURVEY DISK
 DH3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3059_STAMPING: KELI 2004
 DH3059_MARK LOGO: GUAMLM
 DH3059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3059+STABILITY: SURFACE MOTION
 DH3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3059+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH3059
 DH3059  HISTORY     - Date     Condition        Report By
 DH3059  HISTORY     - 20040511 MONUMENTED       GUAMLM
 DH3059
 DH3059                          STATION DESCRIPTION
 DH3059
 DH3059'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3059'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3059'OF DEDEDO.
 DH3059' 
 DH3059'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 3
 DH3059'AND ROUTE 3A, GO SOUTH ON ROUTE 3 FOR 1.1 MILES, TO THE STATION ON THE
 DH3059'LEFT SIDE OF ROUTE 3.  THE STATION IS AT THE BASE OF A CONCRETE POWER
 DH3059'POLE (A DS-146,LK-143).
 DH3059' 
 DH3059'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 11.40M SOUTHEAST
 DH3059'OF CENTERLINE OF ROUTE 3, AND NORTHEAST OF A SEWER MAN HOLE (.60M
 DH3059'DAI.).
 DH3059' 
 DH3059'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK
 DH3059'STAMPED--KELI--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0386 ***********************************************************************
 TW0386  DESIGNATION -  KUAM
 TW0386  PID         -  TW0386
 TW0386  STATE/COUNTY-  GU/GUAM
 TW0386  USGS QUAD   -  AGANA (1968)
 TW0386
 TW0386                         *CURRENT SURVEY CONTROL
 TW0386  ___________________________________________________________________
 TW0386* NAD 83(1993)-  13 27 00.74650(N)    215 14 29.34340(W)     ADJUSTED  
 TW0386* GUVD63      -        49.971  (meters)     163.95   (feet)  ADJ UNCH  
 TW0386  ___________________________________________________________________
 TW0386  EPOCH DATE  -        1993.62
 TW0386  GEOID HEIGHT-          54.52  (meters)                     EGM96
 TW0386
 TW0386  HORZ ORDER  -  THIRD
 TW0386  VERT ORDER  -  FIRST     CLASS II
 TW0386
 TW0386.The horizontal coordinates were established by classical geodetic methods
 TW0386.and adjusted by the National Geodetic Survey in September 1999..
 TW0386.The horizontal coordinates are valid at the epoch date displayed above.
 TW0386.The epoch date for horizontal control is a decimal equivalence
 TW0386.of Year/Month/Day.
 TW0386
 TW0386.The orthometric height was key entered from printed documents
 TW0386.and not key verified.
 TW0386
 TW0386.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0386.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0386
 TW0386;                    North         East     Units Scale Factor Converg.
 TW0386;UTM  55      - 1,488,027.889   257,320.411   MT  1.00032858   -0 31 17.9
 TW0386
 TW0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0386!UTM  55      -   0.99998357  x   1.00032858  =   1.00031214
 TW0386
 TW0386                          SUPERSEDED SURVEY CONTROL
 TW0386
 TW0386  GU 63       -  13 26 55.59383(N)    215 14 38.05975(W) AD(       ) 3
 TW0386
 TW0386.Superseded values are not recommended for survey control.
 TW0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0386.See file dsdata.txt to determine how the superseded data were derived.
 TW0386
 TW0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5732088028(NAD 83)
 TW0386_MARKER: DS = TRIANGULATION STATION DISK
 TW0386_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0386_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0386_STAMPING: KUAM 1963
 TW0386_MARK LOGO: GU    
 TW0386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0386
 TW0386  HISTORY     - Date     Condition        Report By
 TW0386  HISTORY     - 1963     MONUMENTED       CGS
 TW0386
 TW0386                          STATION DESCRIPTION
 TW0386
 TW0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0386'THE STATION IS LOCATED IN ORDOT, ABOUT 1 MILE SOUTH SOUTHEAST OF
 TW0386'SINAJANA, 0.1 MILE NORTHWEST OF ORDAT JUNCTION AND ON THE FRONT
 TW0386'LAWN OF MR. R. JORDAN OF RADIO STATION KUAM.
 TW0386'
 TW0386'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO EAST ON
 TW0386'WEST SAYLOR STREET FOR 0.2 MILE TO HIGHWAY 4.  TURN RIGHT, AND
 TW0386'FOLLOW HIGHWAY 4 SOUTHERLY FOR 1.9 MILES TO A T ROAD TO THE RIGHT.
 TW0386'TURN RIGHT, SOUTHWEST, FOR 0.05 MILE, THENCE TURN LEFT INTO THE
 TW0386'DRIVEWAY FOR ABOUT 70 FEET TO THE STATION ON THE LEFT, NORTHEAST,
 TW0386'SIDE OF THE DRIVEWAY.
 TW0386'
 TW0386'THE STATION MARK, STAMPED---KUAM 1963---, IS A STANDARD GOVERNMENT
 TW0386'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A 6 INCH CAST IRON
 TW0386'CASING AND IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 TW0386'CAST IRON CASING IS FLUSH WITH THE GROUND AND HAS THE WORD SURVEY
 TW0386'INSCRIBED ON THE LID.  IT IS 69 FEET SOUTHEAST OF THE JUNCTION OF
 TW0386'DRIVEWAY AND THE ROAD, 13 FEET NORTHEAST OF THE CENTER OF THE
 TW0386'DRIVEWAY AND 4 FEET SOUTHWEST OF A CABLE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0113 ***********************************************************************
 TW0113  DESIGNATION -  L 1
 TW0113  PID         -  TW0113
 TW0113  STATE/COUNTY-  GU/GUAM
 TW0113  USGS QUAD   -  TALOFOFO (1975)
 TW0113
 TW0113                         *CURRENT SURVEY CONTROL
 TW0113  ___________________________________________________________________
 TW0113* NAD 83(1986)-  13 20 31.     (N)    215 13 44.     (W)     SCALED    
 TW0113* GUVD63      -         5.273  (meters)      17.30   (feet)  ADJ UNCH  
 TW0113  ___________________________________________________________________
 TW0113  GEOID HEIGHT-          53.70  (meters)                     EGM96
 TW0113
 TW0113  VERT ORDER  -  FIRST     CLASS II
 TW0113
 TW0113.The horizontal coordinates were scaled from a topographic map and have
 TW0113.an estimated accuracy of +/- 6 seconds.
 TW0113
 TW0113.The orthometric height was key entered from printed documents
 TW0113.and not key verified.
 TW0113
 TW0113.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0113.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0113
 TW0113                          SUPERSEDED SURVEY CONTROL
 TW0113
 TW0113.No superseded survey control is available for this station.
 TW0113
 TW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ585760(NAD 83)
 TW0113_MARKER: DD = SURVEY DISK
 TW0113_SETTING: 66 = SET IN ROCK OUTCROP
 TW0113_STAMPING: L 1
 TW0113_MARK LOGO: GUGS  
 TW0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0113+STABILITY: POSITION/ELEVATION WELL
 TW0113
 TW0113  HISTORY     - Date     Condition        Report By
 TW0113  HISTORY     - 1963     MONUMENTED       GUGS
 TW0113  HISTORY     - 1963     GOOD             GUGS
 TW0113
 TW0113                          STATION DESCRIPTION
 TW0113
 TW0113'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0113'NO DESCRIPTION SUMBMITTED.
 TW0113
 TW0113                          STATION RECOVERY (1963)
 TW0113
 TW0113'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0113'FROM YONA GO SOUTH ON HIGHWAY 4 FOR 5.35 MILES.  49 FEET SOUTHEAST OF
 TW0113'35 MILE SPEED LIMIT SIGN AND 26 FEET SOUTHWEST OF CENTER OF HIGHWAY 4.
 TW0113'A STANDARD GOV GUAM NET DISK SET IN A DRILL HOLE IN BEDROCK ON THE
 TW0113'SOUTHWEST SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0541 ***********************************************************************
 TW0541  DESIGNATION -  LAMLAM GG 1963
 TW0541  PID         -  TW0541
 TW0541  STATE/COUNTY-  GU/
 TW0541  USGS QUAD   -  AGAT (1975)
 TW0541
 TW0541                         *CURRENT SURVEY CONTROL
 TW0541  ___________________________________________________________________
 TW0541* NAD 83(1993)-  13 20 16.27308(N)    215 19 59.85550(W)     ADJUSTED  
 TW0541* GUVD63      -       400.     (meters)    1312.     (feet)  SCALED    
 TW0541  ___________________________________________________________________
 TW0541  EPOCH DATE  -        1993.62
 TW0541  GEOID HEIGHT-          54.03  (meters)                     EGM96
 TW0541
 TW0541  HORZ ORDER  -  FIRST
 TW0541
 TW0541.The horizontal coordinates were established by classical geodetic methods
 TW0541.and adjusted by the National Geodetic Survey in September 1999..
 TW0541.The horizontal coordinates are valid at the epoch date displayed above.
 TW0541.The epoch date for horizontal control is a decimal equivalence
 TW0541.of Year/Month/Day.
 TW0541
 TW0541.The orthometric height was scaled from a topographic map.
 TW0541
 TW0541.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0541.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0541
 TW0541;                    North         East     Units Scale Factor Converg.
 TW0541;UTM  55      - 1,475,685.863   247,258.298   MT  1.00039027   -0 32 18.8
 TW0541
 TW0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0541!UTM  55      -   0.99992861  x   1.00039027  =   1.00031885
 TW0541
 TW0541|---------------------------------------------------------------------|
 TW0541| PID    Reference Object                     Distance      Geod. Az  |
 TW0541|                                                           dddmmss.s |
 TW0541| AJ4679 LAMLAM RM 1                           3.129 METERS 16324     |
 TW0541|---------------------------------------------------------------------|
 TW0541
 TW0541                          SUPERSEDED SURVEY CONTROL
 TW0541
 TW0541  GU 63       -  13 20 11.09292(N)    215 20 08.56821(W) AD(       ) 1
 TW0541
 TW0541.Superseded values are not recommended for survey control.
 TW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0541.See file dsdata.txt to determine how the superseded data were derived.
 TW0541
 TW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4725875686(NAD 83)
 TW0541_MARKER: DD = SURVEY DISK
 TW0541_SETTING: 80 = SET IN A BOULDER
 TW0541_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TW0541
 TW0541  HISTORY     - Date     Condition        Report By
 TW0541  HISTORY     - 1963     MONUMENTED       CGS
 TW0541
 TW0541                          STATION DESCRIPTION
 TW0541
 TW0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0541'THE STATION IS LOCATED 3 MILES SOUTH OF AGAT, 2 MILES EAST OF FACPI
 TW0541'POINT AND ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS LAMLAM
 TW0541'MOUNTAIN.
 TW0541'
 TW0541'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE NORTH EDGE OF
 TW0541'AGAT, GO SOUTHERLY ON ROUTE 2 FOR 2.45 MILES TO A CHURCH ON THE
 TW0541'RIGHT, CONTINUE ON ROUTE 2 FOR 2.3 MILES TO A DIM TRAIL ON THE LEFT
 TW0541'AND THE END OF TRUCK TRAVEL.  PACK EASTERLY ON DIM TRAIL FOR
 TW0541'APPROXIMATELY 1/2 MILE TO CREST OF RIDGE AND GRASSY SADDLE, TURN LEFT
 TW0541'AND FOLLOW OLD TRAIL NORTHERLY FOP APPROXIMATELY 1/2 MILE TO SMALL
 TW0541'CLEARING ON THE SOUTHEAST SIDE OF THE MOUNTAIN, FOLLOW DIM TRAIL
 TW0541'EASTERLY UP STEEP HILL, THROUGH DENSE BRUSH AND TREES OVER ROUGH
 TW0541'CORAL ROCK FOR APPROXIMATELY 100 YARDS TO THE HIGHEST POINT OF THE
 TW0541'HILL AND THE STATION.
 TW0541'
 TW0541'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0541'STAMPED---LAMLAM 1963---, CEMENTED IN DRILL HOLE NEAR THE CENTER OF A
 TW0541'5-1/2 FEET SQUARE CONCRETE BLOCK THAT PROJECTS 3 FEET.
 TW0541'
 TW0541'REFERENCE MARK NO 1 IS A STEEL PIN, SET IN AN IRREGULAR MASS OF
 TW0541'CONCRETE IN THE CORAL OUTCROP.  IT IS 8 FEET SOUTHEAST OF THE
 TW0541'SOUTHWEST EDGE OF THE CONCRETE BLOCK.  APPROXIMATELY 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0448 ***********************************************************************
 TW0448  DESIGNATION -  LIBERTY
 TW0448  PID         -  TW0448
 TW0448  STATE/COUNTY-  GU/
 TW0448  USGS QUAD   -  AGANA (1968)
 TW0448
 TW0448                         *CURRENT SURVEY CONTROL
 TW0448  ___________________________________________________________________
 TW0448* NAD 83(1993)-  13 28 52.02791(N)    215 14 47.98917(W)     ADJUSTED  
 TW0448* GUVD63      -         2.     (meters)       7.     (feet)  SCALED    
 TW0448  ___________________________________________________________________
 TW0448  EPOCH DATE  -        1993.62
 TW0448  GEOID HEIGHT-          54.69  (meters)                     EGM96
 TW0448
 TW0448  HORZ ORDER  -  SECOND
 TW0448
 TW0448.The horizontal coordinates were established by classical geodetic methods
 TW0448.and adjusted by the National Geodetic Survey in September 1999..
 TW0448.The horizontal coordinates are valid at the epoch date displayed above.
 TW0448.The epoch date for horizontal control is a decimal equivalence
 TW0448.of Year/Month/Day.
 TW0448
 TW0448.The orthometric height was scaled from a topographic map.
 TW0448
 TW0448.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0448.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0448
 TW0448;                    North         East     Units Scale Factor Converg.
 TW0448;UTM  55      - 1,491,453.873   256,790.648   MT  1.00033176   -0 31 26.4
 TW0448
 TW0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0448!UTM  55      -   0.99999109  x   1.00033176  =   1.00032284
 TW0448
 TW0448                          SUPERSEDED SURVEY CONTROL
 TW0448
 TW0448  GU 63       -  13 28 46.88078(N)    215 14 56.70533(W) AD(       ) 2
 TW0448
 TW0448.Superseded values are not recommended for survey control.
 TW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0448.See file dsdata.txt to determine how the superseded data were derived.
 TW0448
 TW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5679191454(NAD 83)
 TW0448_MARKER: DD = SURVEY DISK
 TW0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0448_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0448
 TW0448  HISTORY     - Date     Condition        Report By
 TW0448  HISTORY     - 1963     MONUMENTED       CGS
 TW0448
 TW0448                          STATION DESCRIPTION
 TW0448
 TW0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0448'THE STATION IS LOCATED IN AGANA, ON THE NORTH END OF PASEO DE
 TW0448'SUSSANA POINT, AND ON THE SOUTH EDGE OF THE LAWN OF A STATUE OF
 TW0448'LIBERTY MONUMENT.
 TW0448'
 TW0448'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0448'ASPINALL AVENUE FOR 0.2 MILE TO THE JUNCTION OF ASPINALL AVENUE
 TW0448'AND HIGHWAY 1.  CONTINUE AHEAD, NORTH AND NORTHWEST, ON A PAVED
 TW0448'STREET, FOR 0.4 MILE TO A PARKING AREA AND THE STATION ABOUT
 TW0448'150 FEET NORTH OF THIS POINT.
 TW0448'
 TW0448'THE STATION MARK, STAMPED---LIBERTY 1963---, IS A STANDARD GOVERNMENT
 TW0448'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A 6 INCH CAST IRON
 TW0448'CASING AND IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 TW0448'CAST IRON CASING IS FLUSH WITH THE GROUND AND HAS THE WORD SURVEY
 TW0448'INSCRIBED ON THE LID.  IT IS 51 FEET SOUTH OF THE SOUTH SIDE OF THE
 TW0448'STATUE OF LIBERTY, 13 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 13
 TW0448'FEET WEST OF THE WEST EDGE OF A SIDEWALK AND 2 FEET NORTH OF THE
 TW0448'NORTH EDGE OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0387 ***********************************************************************
 TW0387  DESIGNATION -  LIGUAN
 TW0387  PID         -  TW0387
 TW0387  STATE/COUNTY-  GU/GUAM
 TW0387  USGS QUAD   -  MERIZO (1968)
 TW0387
 TW0387                         *CURRENT SURVEY CONTROL
 TW0387  ___________________________________________________________________
 TW0387* NAD 83(1993)-  13 14 50.45191(N)    215 17 53.66733(W)     ADJUSTED  
 TW0387* GUVD63      -         2.755  (meters)       9.04   (feet)  ADJ UNCH  
 TW0387  ___________________________________________________________________
 TW0387  EPOCH DATE  -        1993.62
 TW0387  GEOID HEIGHT-          53.06  (meters)                     EGM96
 TW0387
 TW0387  HORZ ORDER  -  SECOND
 TW0387  VERT ORDER  -  FIRST     CLASS II
 TW0387
 TW0387.The horizontal coordinates were established by classical geodetic methods
 TW0387.and adjusted by the National Geodetic Survey in September 1999..
 TW0387.The horizontal coordinates are valid at the epoch date displayed above.
 TW0387.The epoch date for horizontal control is a decimal equivalence
 TW0387.of Year/Month/Day.
 TW0387
 TW0387.The orthometric height was key entered from printed documents
 TW0387.and not key verified.
 TW0387
 TW0387.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0387.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0387
 TW0387;                    North         East     Units Scale Factor Converg.
 TW0387;UTM  55      - 1,465,634.239   250,964.570   MT  1.00036727   -0 31 36.9
 TW0387
 TW0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0387!UTM  55      -   0.99999122  x   1.00036727  =   1.00035849
 TW0387
 TW0387                          SUPERSEDED SURVEY CONTROL
 TW0387
 TW0387  GU 63       -  13 14 45.25072(N)    215 18 02.38189(W) AD(       ) 2
 TW0387
 TW0387.Superseded values are not recommended for survey control.
 TW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0387.See file dsdata.txt to determine how the superseded data were derived.
 TW0387
 TW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5096565634(NAD 83)
 TW0387_MARKER: DS = TRIANGULATION STATION DISK
 TW0387_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0387_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0387_STAMPING: LIGUAN 1963
 TW0387_MARK LOGO: GU    
 TW0387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0387
 TW0387  HISTORY     - Date     Condition        Report By
 TW0387  HISTORY     - 1963     MONUMENTED       CGS
 TW0387
 TW0387                          STATION DESCRIPTION
 TW0387
 TW0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0387'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHWEST OF INARAJAN,
 TW0387'2 MILES EAST SOUTHEAST OF MERIZO, AND IN A SMALL CLEARING ON THE
 TW0387'SOUTH SIDE OF HIGHWAY 4.
 TW0387'
 TW0387'TO REACH THE STATION FROM THE POST OFFICE IN MERIZO, FOLLOW HIGHWAY 4
 TW0387'EAST FOR 2.7 MILES TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE
 TW0387'ROAD.
 TW0387'
 TW0387'THE STATION MARK, STAMPED---LIGUAN 1963---, IS A STANDARD GOVERNMENT
 TW0387'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0387'AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST IRON
 TW0387'CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY- INSCRIBED
 TW0387'ON THE LID.  IT IS 44 FEET SOUTH OF THE CENTER OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0518 ***********************************************************************
 TW0518  DESIGNATION -  LOOK
 TW0518  PID         -  TW0518
 TW0518  STATE/COUNTY-  GU/
 TW0518  USGS QUAD   -  AGANA (1968)
 TW0518
 TW0518                         *CURRENT SURVEY CONTROL
 TW0518  ___________________________________________________________________
 TW0518* NAD 83(1993)-  13 25 12.53200(N)    215 15 01.06788(W)     ADJUSTED  
 TW0518* GUVD63      -       138.     (meters)     453.     (feet)  SCALED    
 TW0518  ___________________________________________________________________
 TW0518  EPOCH DATE  -        1993.62
 TW0518  X           -  -5,067,474.119 (meters)                     COMP
 TW0518  Y           -   3,581,375.967 (meters)                     COMP
 TW0518  Z           -   1,470,701.744 (meters)                     COMP
 TW0518  ELLIP HEIGHT-         192.58  (meters)          (11/30/94) GPS OBS
 TW0518  GEOID HEIGHT-          54.37  (meters)                     EGM96
 TW0518
 TW0518  HORZ ORDER  -  FIRST
 TW0518  ELLP ORDER  -  FIFTH     CLASS I
 TW0518
 TW0518.The horizontal coordinates were established by GPS observations
 TW0518.and adjusted by the National Geodetic Survey in November 1994..
 TW0518.The horizontal coordinates are valid at the epoch date displayed above.
 TW0518.The epoch date for horizontal control is a decimal equivalence
 TW0518.of Year/Month/Day.
 TW0518
 TW0518.The orthometric height was scaled from a topographic map.
 TW0518
 TW0518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0518
 TW0518.The ellipsoidal height was determined by GPS observations
 TW0518.and is referenced to NAD 83.
 TW0518
 TW0518.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0518.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0518
 TW0518;                    North         East     Units Scale Factor Converg.
 TW0518;UTM  55      - 1,484,710.003   256,335.509   MT  1.00033451   -0 31 21.1
 TW0518
 TW0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0518!UTM  55      -   0.99996972  x   1.00033451  =   1.00030422
 TW0518
 TW0518:                Primary Azimuth Mark                     Grid Az
 TW0518:UTM  55      -  ALUTOM MTN RADAR DOME                    289 46 02.5
 TW0518
 TW0518|---------------------------------------------------------------------|
 TW0518| PID    Reference Object                     Distance      Geod. Az  |
 TW0518|                                                           dddmmss.s |
 TW0518| TW0502 ALUTOM MTN RADAR DOME               APPROX. 4.3 KM 2891441.4 |
 TW0518| AJ4681 LOOK RM 2                             0.136 METERS 34332     |
 TW0518|---------------------------------------------------------------------|
 TW0518
 TW0518                          SUPERSEDED SURVEY CONTROL
 TW0518
 TW0518  GU 63       -  13 25 07.37261(N)    215 15 09.78364(W) AD(       ) 2
 TW0518
 TW0518.Superseded values are not recommended for survey control.
 TW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0518.See file dsdata.txt to determine how the superseded data were derived.
 TW0518
 TW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5633684710(NAD 83)
 TW0518_MARKER: DT = TOPOGRAPHIC STATION DISK
 TW0518_SETTING: 0 = UNSPECIFIED SETTING
 TW0518_SP_SET: UNSPECIFIED
 TW0518_STAMPING: LOOK 1963
 TW0518_MARK LOGO: GUGS  
 TW0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0518+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 TW0518
 TW0518  HISTORY     - Date     Condition        Report By
 TW0518  HISTORY     - 1963     MONUMENTED       GUGS
 TW0518  HISTORY     - 19930804 GOOD             NOS
 TW0518
 TW0518                          STATION DESCRIPTION
 TW0518
 TW0518'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0518'THE STATION IS 4 MILES SOUTH OF AGANA, 2 MILES WEST NORTHWEST OF
 TW0518'YONA, ON THE SUMMIT OF A LOW HILL WHICH HAS A SPARSE COVERING OF
 TW0518'BRUSH AND TREES AND ON PROPERTY OWNED BY MR. D. LOOK OF AGANA
 TW0518'HEIGHTS.
 TW0518'
 TW0518'TO REACH THE STATION FROM A Y INTERSECTION AT THE ST FRANCIS CHURCH
 TW0518'-LARGE GREEN BUILDING- IN YONA, GO WESTERLY, THROUGH BUSINESS
 TW0518'DISTRICT, ON A PAVED ROAD FOR 0.2 MILE TO A T ROAD.  JOG LEFT, THEN
 TW0518'RIGHT AND GO WESTERLY FOR 0.1 MILE TO THE END OF THE PAVEMENT.
 TW0518'CONTINUE WESTERLY ON A GRAVEL ROAD FOR 0.2 MILE TO A FORK.  TAKE THE
 TW0518'LEFT FORK AND GO 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 TW0518'NORTHWEST FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT.  BEAR LEFT,
 TW0518'STRAIGHT AHEAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 TW0518'GO NORTH FOR 0.5 MILE TO A GATE.  -LOCKED- PASS THROUGH THE GATE
 TW0518'AND CONTINUE NORTH ON A TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS
 TW0518'THROUGH THE GATE AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.25
 TW0518'MILE TO THE TOP OF A RIDGE.  TURN SHARP LEFT AND GO SOUTHERLY
 TW0518'ALONG RIDGE FOR 0.1 MILE TO THE SUMMIT OF A LOW KNOLL AND THE STATION.
 TW0518'
 TW0518'THE STATION IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0518'STAMPED---LOOK 1963---. IT IS 83 FEET NORTHWEST OF AN 8 INCH TREE
 TW0518'WITH A TRIANGULAR BLAZE.
 TW0518'
 TW0518'P.I.E. NO. 2 IS A 40 MILIMETER BRASS SHELL CASING WHICH IS SURROUNDED
 TW0518'BY CONCRETE AND PROJECTS 1 INCH ABOVE THE SURROUNDING SURFACE.
 TW0518
 TW0518                          STATION RECOVERY (1993)
 TW0518
 TW0518'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0114 ***********************************************************************
 TW0114  DESIGNATION -  M 1
 TW0114  PID         -  TW0114
 TW0114  STATE/COUNTY-  GU/GUAM
 TW0114  USGS QUAD   -  TALOFOFO (1975)
 TW0114
 TW0114                         *CURRENT SURVEY CONTROL
 TW0114  ___________________________________________________________________
 TW0114* NAD 83(1986)-  13 20 20.     (N)    215 14 16.     (W)     SCALED    
 TW0114* GUVD63      -         3.607  (meters)      11.83   (feet)  ADJ UNCH  
 TW0114  ___________________________________________________________________
 TW0114  GEOID HEIGHT-          53.71  (meters)                     EGM96
 TW0114
 TW0114  VERT ORDER  -  FIRST     CLASS II
 TW0114
 TW0114.The horizontal coordinates were scaled from a topographic map and have
 TW0114.an estimated accuracy of +/- 6 seconds.
 TW0114
 TW0114.The orthometric height was key entered from printed documents
 TW0114.and not key verified.
 TW0114
 TW0114.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0114.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0114
 TW0114                          SUPERSEDED SURVEY CONTROL
 TW0114
 TW0114.No superseded survey control is available for this station.
 TW0114
 TW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ576757(NAD 83)
 TW0114_MARKER: DD = SURVEY DISK
 TW0114_SETTING: 0 = UNSPECIFIED SETTING
 TW0114_SP_SET: CONCRETE POST FOR GUARDRAIL
 TW0114_STAMPING: M 1
 TW0114_MARK LOGO: GUGS  
 TW0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0114
 TW0114  HISTORY     - Date     Condition        Report By
 TW0114  HISTORY     - 1963     MONUMENTED       GUGS
 TW0114  HISTORY     - 1963     GOOD             GUGS
 TW0114
 TW0114                          STATION DESCRIPTION
 TW0114
 TW0114'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0114'NO DESCRIPTION SUMBMITTED.
 TW0114
 TW0114                          STATION RECOVERY (1963)
 TW0114
 TW0114'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0114'FROM INARAJAN GO NORTH ON HIGHWAY 4 FOR 5.0 MILES.  32 FEET SOUTHEAST
 TW0114'OF CENTER OF HIGHWAY 4, 31 FEET EAST OF THE NORTHEAST CORNER OF A
 TW0114'BRIDGE, AND 12 FEET WEST OF THE EAST END OF GUARD ROLL.
 TW0114' 
 TW0114'A STANDARD GOV GUAM NET DISK CEMENTED IN A DRILL HOLE IN A 14 BY 14
 TW0114'INCH CONCRETE POST FOR GUARD RAIL, ON THE SOUTHEAST SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3060 ***********************************************************************
 DH3060  DESIGNATION -  M 3 1
 DH3060  PID         -  DH3060
 DH3060  STATE/COUNTY-  GU/GUAM
 DH3060  USGS QUAD   -  APRA HARBOR (1975)
 DH3060
 DH3060                         *CURRENT SURVEY CONTROL
 DH3060  ___________________________________________________________________
 DH3060* NAD 83(1986)-  13 25 22.     (N)    215 20 51.     (W)     SCALED    
 DH3060* GUVD04      -         2.902  (meters)       9.52   (feet)  ADJUSTED  
 DH3060  ___________________________________________________________________
 DH3060  GEOID HEIGHT-          54.57  (meters)                     EGM96
 DH3060
 DH3060  VERT ORDER  -  FIRST     CLASS II
 DH3060
 DH3060.The horizontal coordinates were scaled from a topographic map and have
 DH3060.an estimated accuracy of +/- 6 seconds.
 DH3060
 DH3060.The orthometric height was determined by differential leveling
 DH3060.and adjusted by the National Geodetic Survey in May 2005..
 DH3060.No vertical observational check was made to the station.
 DH3060
 DH3060.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3060.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3060
 DH3060                          SUPERSEDED SURVEY CONTROL
 DH3060
 DH3060.No superseded survey control is available for this station.
 DH3060
 DH3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ458850(NAD 83)
 DH3060_MARKER: M = AMMO SHELL CASING
 DH3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3060_STAMPING: M 3-1
 DH3060_MARK LOGO: GUAMLM
 DH3060_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3060+STABILITY: SURFACE MOTION
 DH3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3060+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DH3060
 DH3060  HISTORY     - Date     Condition        Report By
 DH3060  HISTORY     - 20040512 MONUMENTED       GUAMLM
 DH3060
 DH3060                          STATION DESCRIPTION
 DH3060
 DH3060'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3060'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3060'OF SANTA RITA.
 DH3060' 
 DH3060'OWNERSHIP- NAVAL STATION.
 DH3060' 
 DH3060'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE (NAVAL
 DH3060'STATION), GO SOUTH ON ROUTE 1 MARINE DRIVE FOR 1.6 MILE TO THE STATION
 DH3060'ON THE RIGHT SIDE OF ROUTE 1 (MARINE DRIVE), THE STATION ON THE
 DH3060'NORTHEAST OF BLDG 3012 (CUSTOMER SERVICE BASE COMMUNICATIONS.
 DH3060' 
 DH3060'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS .556M NORTH OF
 DH3060'THE SOUTHEAST CORNER OF ELECTRICAL CONCRETE BOX FLUSH WITH THE SURFACE
 DH3060'(2.6M X 1.5M), 10.60M NORTHEAST OF THE CENTERLINE OF ROUTE 1 AND 5.90M
 DH3060'SOUTHWEST OF A (.66M X .94M) CONCRETE BOX (FIBER OPTICS) SOUTHWEST
 DH3060'CORNER.
 DH3060' 
 DH3060'THE MARK IS A STANDARD 155MM BRASS SHELL CASING STAMPED--M 3-1--, SET
 DH3060'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0504 ***********************************************************************
 TW0504  HT_MOD      -  This is a Height Modernization Survey Station.
 TW0504  DESIGNATION -  MACAJNA
 TW0504  PID         -  TW0504
 TW0504  STATE/COUNTY-  GU/GUAM
 TW0504  USGS QUAD   -  AGANA (1968)
 TW0504
 TW0504                         *CURRENT SURVEY CONTROL
 TW0504  ___________________________________________________________________
 TW0504* NAD 83(1993)-  13 27 17.26600(N)    215 15 44.54300(W)     ADJUSTED  
 TW0504* GUVD04      -       216.09   (meters)     709.0    (feet)  GPS OBS   
 TW0504  ___________________________________________________________________
 TW0504  EPOCH DATE  -        2004.00
 TW0504  X           -  -5,066,053.518 (meters)                     COMP
 TW0504  Y           -   3,581,973.340 (meters)                     COMP
 TW0504  Z           -   1,474,448.301 (meters)                     COMP
 TW0504  ELLIP HEIGHT-         270.33  (meters)          (06/10/05) GPS OBS
 TW0504  GEOID HEIGHT-          54.60  (meters)                     EGM96
 TW0504
 TW0504  HORZ ORDER  -  B
 TW0504  ELLP ORDER  -  THIRD     CLASS II
 TW0504
 TW0504.The horizontal coordinates were established by GPS observations
 TW0504.and adjusted by the National Geodetic Survey in June 2005..
 TW0504.The horizontal coordinates are valid at the epoch date displayed above.
 TW0504.The epoch date for horizontal control is a decimal equivalence
 TW0504.of Year/Month/Day.
 TW0504
 TW0504.The orthometric height was determined by GPS observations and a
 TW0504.high-resolution geoid model using precise GPS observation and
 TW0504.processing techniques.
 TW0504
 TW0504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0504
 TW0504.The ellipsoidal height was determined by GPS observations
 TW0504.and is referenced to NAD 83.
 TW0504
 TW0504.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0504.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0504
 TW0504;                    North         East     Units Scale Factor Converg.
 TW0504;UTM  55      - 1,488,556.410   255,062.455   MT  1.00034220   -0 31 36.0
 TW0504
 TW0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0504!UTM  55      -   0.99995749  x   1.00034220  =   1.00029968
 TW0504
 TW0504|---------------------------------------------------------------------|
 TW0504| PID    Reference Object                     Distance      Geod. Az  |
 TW0504|                                                           dddmmss.s |
 TW0504| AJ4683 MACAJNA RM 1                          0.549 METERS 03242     |
 TW0504| TW0464 BARRIGADA HILL AIR WARNING LT       APPROX.10.7 KM 0684801.0 |
 TW0504| TW0452 YONA ST FRANCIS CATH CHURCH         APPROX. 6.6 KM 1400313.7 |
 TW0504| AJ4682 MACAJNA RM 2                          0.831 METERS 20402     |
 TW0504| TW0505 VOR ANDERSEN AFB UAM                466.465 METERS 2663857.6 |
 TW0504|---------------------------------------------------------------------|
 TW0504
 TW0504                          SUPERSEDED SURVEY CONTROL
 TW0504
 TW0504  NAD 83(1993)-  13 27 17.27456(N)    215 15 44.52647(W) AD(1993.62) 1
 TW0504  ELLIP H (11/30/94)  270.93   (m)                       GP(1993.62) 5 1
 TW0504  GU 63       -  13 27 12.12453(N)    215 15 53.24128(W) AD(       ) 1
 TW0504
 TW0504.Superseded values are not recommended for survey control.
 TW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0504.See file dsdata.txt to determine how the superseded data were derived.
 TW0504
 TW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5506288556(NAD 83)
 TW0504_MARKER: DD = SURVEY DISK
 TW0504_SETTING: 0 = UNSPECIFIED SETTING
 TW0504_SP_SET: CAST IRON HOUSING
 TW0504_STAMPING: MACAJNA 1963
 TW0504_MARK LOGO: GUGS  
 TW0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0504+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 TW0504
 TW0504  HISTORY     - Date     Condition        Report By
 TW0504  HISTORY     - 1963     MONUMENTED       GUGS
 TW0504  HISTORY     - 19930804 GOOD             NOS
 TW0504  HISTORY     - 20040603 GOOD             GUAMLM
 TW0504
 TW0504                          STATION DESCRIPTION
 TW0504
 TW0504'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0504'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF AGANA, 1 MILE
 TW0504'SOUTHEAST OF THE COMMNAVMARIANAS HEADQUARTERS BUILDING ON NIMITZ
 TW0504'HILL AND ON THE HIGHEST POINT OF MT. MACAJNA.
 TW0504'
 TW0504'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH FOR
 TW0504'0.2 MILE TO HIGHWAY 1.  TURN LEFT, AND FOLLOW HIGHWAY 1 WEST AND
 TW0504'SOUTHWEST FOR 4.7 MILES TO THE JUNCTION OF HIGHWAY 1 AND HIGHWAY 6.
 TW0504'TURN LEFT, EAST, ON HIGHWAY 6 FOR 1.9 MILES TO A T ROAD TO THE
 TW0504'RIGHT.  TURN RIGHT, SOUTHEAST, ON LARSON ROAD FOR 0.1 MILE TO A
 TW0504'T JUNCTION.  TURN RIGHT, AND FOLLOW TURNER ROAD SOUTHWEST FOR 0.4
 TW0504'MILE TO A T ROAD TO THE LEFT AND JUST BEFORE REACHING A LARGE, GREEN
 TW0504'HOUSE.  TURN LEFT AND FOLLOW THE PAVED ROAD EAST ALONG A DOUBLE PIPE
 TW0504'LINE FOR 1.7 MILES TO A DIM TRACK ROAD ON THE LEFT, NORTH, SIDE OF THE
 TW0504'ROAD.  TURN LEFT, AND FOLLOW THE TRACK ROAD NORTH AND EAST FOR 0.15
 TW0504'MILE TO THE STATION ON THE LEFT, NORTH, SIDE OF THE ROAD ON THE TOP
 TW0504'OF A ROCKY KNOLL.
 TW0504'
 TW0504'THE STATION MARK, STAMPED---MACAJNA 1963---, IS A STANDARD GOVERNMENT
 TW0504'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0504'AND IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST
 TW0504'IRON CASING IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY-
 TW0504'INSCRIBED ON THE LID.  IT IS 6 FEET NORTH OF THE SOUTH EDGE OF THE
 TW0504'KNOLL.
 TW0504'
 TW0504'REFERENCE MARK NO. 1 IS A BRASS PIN CEMENTED IN THE TOP OF A 6 INCH
 TW0504'SQUARE, CONCRETE POST THAT PROJECTS 6 INCHES.  -USED 1913- IS
 TW0504'INSCRIBED IN THE CONCRETE.
 TW0504'
 TW0504'REFERENCE MARK NO. 2 IS A 2 INCH IRON PIPE SET IN CONCRETE AND
 TW0504'PROJECTS 2 INCHES.
 TW0504
 TW0504                          STATION RECOVERY (1993)
 TW0504
 TW0504'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0504'RECOVERED AS DESCRIBED.
 TW0504
 TW0504                          STATION RECOVERY (2004)
 TW0504
 TW0504'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 TW0504'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0504'OF ASAN.
 TW0504' 
 TW0504'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 TW0504'CORP DRIVE (ROUTE 1) AND ROUTE 6, GO EAST ON ROUTE 6 FOR 1.8 MILE,
 TW0504'TURN RIGHT ONTO HALSEY DRIVE, GO FOR 0.1 MILE TO (T) JUNCTION, TURN
 TW0504'RIGHT ONTO TURNER ROAD, GO FOR 0.4 MILE TO THE GATE ENTRANCE TO FAA
 TW0504'SITE, TRAVEL ALONG PIPE LINE ON LEFT SIDE FOR 1.6 MILE TO FAA AIR
 TW0504'TRAFFIC CONTROL BUILDING.  PARK VEHICLE AND HIKE AROUND CHAIN LINK
 TW0504'FENCE TO THE NORTH, NORTHEAST SIDE, CONTINUE DIRECTION TO HIGH POINT.
 TW0504' 
 TW0504'MONUMENT DESCRIPTION AND MEASUREMENTS- NO REFERENCE MEASUREMENTS
 TW0504'(NOTE- CONTACT PERSONS PRIOR TO ACCESS) (CNM SECURITY 333-9289), (FAA,
 TW0504'TONY MANIBUSAN NO 477-4305), (FUEL DIV. NAVY, JOSEPH QUINATA OR
 TW0504'FRANKLIN CRUZ NO 339-7106 OR 2234) AND (GPA, DAVID EATON NO 646-9386).
 TW0504'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0504'STAMPED--MACAJNA--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0442 ***********************************************************************
 TW0442  DESIGNATION -  MACHANAO USE 1963
 TW0442  PID         -  TW0442
 TW0442  STATE/COUNTY-  GU/
 TW0442  USGS QUAD   -  DEDEDO (1975)
 TW0442
 TW0442                         *CURRENT SURVEY CONTROL
 TW0442  ___________________________________________________________________
 TW0442* NAD 83(1993)-  13 38 41.17921(N)    215 08 17.91191(W)     ADJUSTED  
 TW0442* GUVD63      -       180.4    (meters)     592.     (feet)  VERT ANG  
 TW0442  ___________________________________________________________________
 TW0442  EPOCH DATE  -        1993.62
 TW0442  GEOID HEIGHT-          55.03  (meters)                     EGM96
 TW0442
 TW0442  HORZ ORDER  -  SECOND
 TW0442
 TW0442.The horizontal coordinates were established by classical geodetic methods
 TW0442.and adjusted by the National Geodetic Survey in September 1999..
 TW0442.The horizontal coordinates are valid at the epoch date displayed above.
 TW0442.The epoch date for horizontal control is a decimal equivalence
 TW0442.of Year/Month/Day.
 TW0442
 TW0442.The orthometric height was determined by vertical angle observations.
 TW0442
 TW0442.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0442.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0442
 TW0442;                    North         East     Units Scale Factor Converg.
 TW0442;UTM  55      - 1,509,459.020   268,684.028   MT  1.00026193   -0 30 16.8
 TW0442
 TW0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0442!UTM  55      -   0.99996298  x   1.00026193  =   1.00022490
 TW0442
 TW0442                          SUPERSEDED SURVEY CONTROL
 TW0442
 TW0442  GU 63       -  13 38 36.07080(N)    215 08 26.63265(W) AD(       ) 2
 TW0442
 TW0442.Superseded values are not recommended for survey control.
 TW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0442.See file dsdata.txt to determine how the superseded data were derived.
 TW0442
 TW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6868409459(NAD 83)
 TW0442_MARKER: DD = SURVEY DISK
 TW0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0442
 TW0442  HISTORY     - Date     Condition        Report By
 TW0442  HISTORY     - 1963     MONUMENTED       USE
 TW0442
 TW0442                          STATION DESCRIPTION
 TW0442
 TW0442'DESCRIBED BY US ENGINEERS 1963 (NES)
 TW0442'THE STATION IS LOCATED ON MOUNT MACHANAO, ABOUT 3-3/4 MILES NORTH
 TW0442'OF POTTS JUNCTION, AND 8-1/2 MILES NORTH NORTHEAST OF WETTENGEL
 TW0442'JUNCTION.
 TW0442'
 TW0442'TO REACH THE STATION FROM WETTENGEL JUNCTION, GO NORTHERLY ON HIGHWAY
 TW0442'3 FOR 5.2 MILES TO THE JUNCTION OF HIGHWAY 3 AND HIGHWAY 9.  TURN
 TW0442'LEFT AND FOLLOW HIGHWAY 3 NORTHWEST AND NORTHEAST FOR 4.5 MILES TO
 TW0442'A Y FORK AND A GUARD POST ON THE LEFT.  TAKE THE RIGHT FORK,
 TW0442'NORTHEAST, FOR 0.8 MILE TO A DIM Y FORK.  TAKE THE LEFT FORK,
 TW0442'NORTHWEST, FOR 0.15 MILE TO THE STATION ON THE RIGHT, NORTHEAST,
 TW0442'SIDE OF THE ROAD.
 TW0442'
 TW0442'THE STATION MARK IS A U.S. NAVY DISK, WITH NO STAMPING, SET IN THE
 TW0442'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 TW0442'IS 44 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0546 ***********************************************************************
 TW0546  DESIGNATION -  MAHLAC GG
 TW0546  PID         -  TW0546
 TW0546  STATE/COUNTY-  GU/
 TW0546  USGS QUAD   -  TALOFOFO (1975)
 TW0546
 TW0546                         *CURRENT SURVEY CONTROL
 TW0546  ___________________________________________________________________
 TW0546* NAD 83(1993)-  13 21 56.54935(N)    215 15 28.35922(W)     ADJUSTED  
 TW0546* GUVD63      -       116.     (meters)     381.     (feet)  SCALED    
 TW0546  ___________________________________________________________________
 TW0546  EPOCH DATE  -        1993.62
 TW0546  GEOID HEIGHT-          54.02  (meters)                     EGM96
 TW0546
 TW0546  HORZ ORDER  -  SECOND
 TW0546
 TW0546.The horizontal coordinates were established by classical geodetic methods
 TW0546.and adjusted by the National Geodetic Survey in September 1999..
 TW0546.The horizontal coordinates are valid at the epoch date displayed above.
 TW0546.The epoch date for horizontal control is a decimal equivalence
 TW0546.of Year/Month/Day.
 TW0546
 TW0546.The orthometric height was scaled from a topographic map.
 TW0546
 TW0546.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0546.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0546
 TW0546;                    North         East     Units Scale Factor Converg.
 TW0546;UTM  55      - 1,478,692.845   255,459.235   MT  1.00033981   -0 31 19.9
 TW0546
 TW0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0546!UTM  55      -   0.99997326  x   1.00033981  =   1.00031307
 TW0546
 TW0546                          SUPERSEDED SURVEY CONTROL
 TW0546
 TW0546  GU 63       -  13 21 51.37678(N)    215 15 37.07440(W) AD(       ) 2
 TW0546
 TW0546.Superseded values are not recommended for survey control.
 TW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0546.See file dsdata.txt to determine how the superseded data were derived.
 TW0546
 TW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5545978693(NAD 83)
 TW0546_MARKER: DD = SURVEY DISK
 TW0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0546_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0546
 TW0546  HISTORY     - Date     Condition        Report By
 TW0546  HISTORY     - 1963     MONUMENTED       CGS
 TW0546
 TW0546                          STATION DESCRIPTION
 TW0546
 TW0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0546'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF TALOFOFO,
 TW0546'3/4 MILE SOUTH OF THE WINDWARD HILLS GOLF CLUB, 1 MILE EAST OF
 TW0546'THE MAHLAC RIVER, AND ON A LOW KNOLL.
 TW0546'
 TW0546'TO REACH THE STATION FROM THE ST. FRANCIS CATHOLIC CHURCH IN YONA,
 TW0546'FOLLOW HIGHWAY 4 SOUTH FOR 2.6 MILES TO THE JUNCTION OF HIGHWAY 4 AND
 TW0546'HIGHWAY 17.  TURN RIGHT AND FOLLOW HIGHWAY 17 WEST FOR 2.6 MILES TO
 TW0546'A T ROAD TO THE LEFT.  TURN LEFT, SOUTH, FOR 0.5 MILE TO THE STATION
 TW0546'ON THE RIGHT, WEST, SIDE OF THE ROAD.
 TW0546'
 TW0546'THE STATION MARK, STAMPED---MAHLAC 1963---, IS A STANDARD GOVERNMENT O
 TW0546'GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0546'AND IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST IRON
 TW0546'CASING IS FLUSH WITH THE SURFACE OF THE GROUND AND HAS THE WORD
 TW0546'-SURVEY- INSCRIBED ON THE LID.  IT IS 69 FEET WEST OF THE CENTER OF
 TW0546'THE ROAD.
 TW0546'
 TW0546'TRIANGULATION STATION MATA MAY BE USED FOR AN AZIMUTH MARK.  -SEE
 TW0546'DESCRIPTION THEREOF.-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0388 ***********************************************************************
 TW0388  DESIGNATION -  MANALISAY
 TW0388  PID         -  TW0388
 TW0388  STATE/COUNTY-  GU/GUAM
 TW0388  USGS QUAD   -  MERIZO (1968)
 TW0388
 TW0388                         *CURRENT SURVEY CONTROL
 TW0388  ___________________________________________________________________
 TW0388* NAD 83(1993)-  13 15 22.12451(N)    215 18 57.02769(W)     ADJUSTED  
 TW0388* GUVD04      -         0.898  (meters)       2.95   (feet)  ADJUSTED  
 TW0388  ___________________________________________________________________
 TW0388  EPOCH DATE  -        1993.62
 TW0388  GEOID HEIGHT-          53.24  (meters)                     EGM96
 TW0388
 TW0388  HORZ ORDER  -  SECOND
 TW0388  VERT ORDER  -  FIRST     CLASS II
 TW0388
 TW0388.The horizontal coordinates were established by classical geodetic methods
 TW0388.and adjusted by the National Geodetic Survey in September 1999..
 TW0388.The horizontal coordinates are valid at the epoch date displayed above.
 TW0388.The epoch date for horizontal control is a decimal equivalence
 TW0388.of Year/Month/Day.
 TW0388
 TW0388.The orthometric height was determined by differential leveling
 TW0388.and adjusted by the National Geodetic Survey in May 2005..
 TW0388
 TW0388.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0388.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0388
 TW0388;                    North         East     Units Scale Factor Converg.
 TW0388;UTM  55      - 1,466,625.522   249,065.532   MT  1.00037901   -0 31 52.7
 TW0388
 TW0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0388!UTM  55      -   0.99999149  x   1.00037901  =   1.00037049
 TW0388
 TW0388                          SUPERSEDED SURVEY CONTROL
 TW0388
 TW0388  GU 63       -  13 15 16.92533(N)    215 19 05.74145(W) AD(       ) 2
 TW0388
 TW0388.Superseded values are not recommended for survey control.
 TW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0388.See file dsdata.txt to determine how the superseded data were derived.
 TW0388
 TW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4906666626(NAD 83)
 TW0388_MARKER: DS = TRIANGULATION STATION DISK
 TW0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0388_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0388_STAMPING: MANALISAY 1963
 TW0388_MARK LOGO: GU    
 TW0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0388+STABILITY: SURFACE MOTION
 TW0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0388+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0388
 TW0388  HISTORY     - Date     Condition        Report By
 TW0388  HISTORY     - 1963     MONUMENTED       CGS
 TW0388  HISTORY     - 20040517 GOOD             GUAMLM
 TW0388
 TW0388                          STATION DESCRIPTION
 TW0388
 TW0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0388'THE STATION IS 3/4 MILE SOUTHEAST OF MERIZO, AT THE NORTHWEST TIP
 TW0388'OF A LAGOON, ALONG THE SOUTHEAST SIDE OF HIGHWAY 4 AND ON PROPERTY
 TW0388'OWNED BY MR. ISIDRO MANALISAY OF MERIZO.
 TW0388'
 TW0388'TO REACH THE STATION FROM THE POST OFFICE IN MERIZO, GO SOUTHEAST ON
 TW0388'HIGHWAY 4 FOR 1.05 MILES TO A LEFT TURN IN THE HIGHWAY AT A STONE
 TW0388'WALL ON THE RIGHT.  CONTINUE ON HIGHWAY 4 FOR 0.05 MILE TO THE
 TW0388'STATION ON THE RIGHT JUST BEFORE REACHING A SIDE ROAD ON THE LEFT.
 TW0388'
 TW0388'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0388'STAMPED---MANALISAY 1963---, ENCLOSED IN A CAST IRON HOUSING AND
 TW0388'SURROUNDED BY CONCRETE.  IT IS 92 FEET SOUTH SOUTHEAST OF A POWER
 TW0388'POLE, 86 FEET EAST OF A POWER POLE, 73 FEET SOUTH OF A POWER LINE
 TW0388'GUY POLE AND 36 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 4.
 TW0388
 TW0388                          STATION RECOVERY (2004)
 TW0388
 TW0388'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0388'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0388'OF MERIZO.
 TW0388' 
 TW0388'OWNERSHIP- MUST INFORM OWNER.
 TW0388' 
 TW0388'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 TW0388'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 5.6 MILE TO THE STATION ON
 TW0388'THE LEFT SIDE OF ROUTE 4.  STATION IS LOCATED WITHIN THE PROPERTY OF
 TW0388'ACHANG BAY MARINA.
 TW0388' 
 TW0388'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 9.57M SOUTH FROM
 TW0388'A TELEPHONE BOX, 10.10M EAST FROM THE CENTERLINE OF ROUTE 4 AND 4.60M
 TW0388'SOUTHEAST FROM THE NORTHWEST CORNER FENCE POST.
 TW0388' 
 TW0388'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0388'STAMPED--MANALISAY--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0542 ***********************************************************************
 TW0542  DESIGNATION -  MANGLO GG 1963
 TW0542  PID         -  TW0542
 TW0542  STATE/COUNTY-  GU/
 TW0542  USGS QUAD   -  AGAT (1975)
 TW0542
 TW0542                         *CURRENT SURVEY CONTROL
 TW0542  ___________________________________________________________________
 TW0542* NAD 83(1993)-  13 19 45.40914(N)    215 19 38.94776(W)     ADJUSTED  
 TW0542* GUVD63      -        86.     (meters)     282.     (feet)  SCALED    
 TW0542  ___________________________________________________________________
 TW0542  EPOCH DATE  -        1993.62
 TW0542  GEOID HEIGHT-          53.95  (meters)                     EGM96
 TW0542
 TW0542  HORZ ORDER  -  SECOND
 TW0542
 TW0542.The horizontal coordinates were established by classical geodetic methods
 TW0542.and adjusted by the National Geodetic Survey in September 1999..
 TW0542.The horizontal coordinates are valid at the epoch date displayed above.
 TW0542.The epoch date for horizontal control is a decimal equivalence
 TW0542.of Year/Month/Day.
 TW0542
 TW0542.The orthometric height was scaled from a topographic map.
 TW0542
 TW0542.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0542.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0542
 TW0542;                    North         East     Units Scale Factor Converg.
 TW0542;UTM  55      - 1,474,731.135   247,878.805   MT  1.00038639   -0 32 12.8
 TW0542
 TW0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0542!UTM  55      -   0.99997799  x   1.00038639  =   1.00036437
 TW0542
 TW0542                          SUPERSEDED SURVEY CONTROL
 TW0542
 TW0542  GU 63       -  13 19 40.22686(N)    215 19 47.66067(W) AD(       ) 2
 TW0542
 TW0542.Superseded values are not recommended for survey control.
 TW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0542.See file dsdata.txt to determine how the superseded data were derived.
 TW0542
 TW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4787974731(NAD 83)
 TW0542_MARKER: DD = SURVEY DISK
 TW0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TW0542
 TW0542  HISTORY     - Date     Condition        Report By
 TW0542  HISTORY     - 1963     MONUMENTED       CGS
 TW0542
 TW0542                          STATION DESCRIPTION
 TW0542
 TW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0542'THE STATION IS 4 MILES SOUTH SOUTHEAST OF AGAT, 2-1/4 MILES NORTH
 TW0542'NORTHEAST OF UMATAC, 3/4 MILE SOUTHEAST OF LAMLAM MOUNTAIN, THE
 TW0542'HIGHEST POINT ON GUAM, ON THE SOUTH SUMMIT OF A BARE HILL WHICH IS
 TW0542'LOCALLY KNOWN AS JUMULLONG MANGLO.
 TW0542'
 TW0542'TO REACH THE STATION FROM A Y INTERSECTION, JUNCTION OF HIGHWAY 2
 TW0542'AND ERSKINE DRIVE, IN AGAT VILLAGE, GO SOUTH SOUTHEAST ON HIGHWAY 2
 TW0542'FOR 4.5 MILES TO A DIM ROAD ON THE LEFT, -OLD LAMLAM ROAD-, CONTINUE
 TW0542'SOUTH AND EAST ON HIGHWAY 2 FOR 0.45 MILE TO A DIM TRAIL AT THE
 TW0542'MOUTH OF A SMALL RAVINE ON THE LEFT.  FROM HERE, PACK EAST SOUTHEAST,
 TW0542'UPSLOPE ALONG A WELL DEFINED TRAIL AND OLD ROAD FOR ABOUT 40 MINUTES
 TW0542'TO THE TOP OF A SADDLE WHERE THE TRAIL DIVIDES.  -THE TRAIL TO THE
 TW0542'LEFT GOES TO MT. LAMLAM.-  TURN RIGHT AND GO SOUTH ON THE TRAIL ALONG
 TW0542'THE SUMMIT OF THE RIDGE FOR ABOUT 10 MINUTES TO THE STATION ON THE
 TW0542'HIGHEST POINT AT THE SOUTH END OF THE RIDGE.
 TW0542'
 TW0542'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0542'STAMPED---MANGLO 1963---, SET IN A CONCRETE POST OF IRREGULAR SHAPE
 TW0542'AND FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0443 ***********************************************************************
 TW0443  DESIGNATION -  MATA 1963
 TW0443  PID         -  TW0443
 TW0443  STATE/COUNTY-  GU/
 TW0443  USGS QUAD   -  TALOFOFO (1975)
 TW0443
 TW0443                         *CURRENT SURVEY CONTROL
 TW0443  ___________________________________________________________________
 TW0443* NAD 83(1993)-  13 20 42.86832(N)    215 14 23.07817(W)     ADJUSTED  
 TW0443* GUVD63      -       122.     (meters)     400.     (feet)  SCALED    
 TW0443  ___________________________________________________________________
 TW0443  EPOCH DATE  -        1993.62
 TW0443  GEOID HEIGHT-          53.78  (meters)                     EGM96
 TW0443
 TW0443  HORZ ORDER  -  SECOND
 TW0443
 TW0443.The horizontal coordinates were established by classical geodetic methods
 TW0443.and adjusted by the National Geodetic Survey in September 1999..
 TW0443.The horizontal coordinates are valid at the epoch date displayed above.
 TW0443.The epoch date for horizontal control is a decimal equivalence
 TW0443.of Year/Month/Day.
 TW0443
 TW0443.The orthometric height was scaled from a topographic map.
 TW0443
 TW0443.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0443.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0443
 TW0443;                    North         East     Units Scale Factor Converg.
 TW0443;UTM  55      - 1,476,410.026   257,403.649   MT  1.00032809   -0 31 02.0
 TW0443
 TW0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0443!UTM  55      -   0.99997236  x   1.00032809  =   1.00030044
 TW0443
 TW0443                          SUPERSEDED SURVEY CONTROL
 TW0443
 TW0443  GU 63       -  13 20 37.69092(N)    215 14 31.79405(W) AD(       ) 2
 TW0443
 TW0443.Superseded values are not recommended for survey control.
 TW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0443.See file dsdata.txt to determine how the superseded data were derived.
 TW0443
 TW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5740476410(NAD 83)
 TW0443_MARKER: DD = SURVEY DISK
 TW0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0443
 TW0443  HISTORY     - Date     Condition        Report By
 TW0443  HISTORY     - 1963     MONUMENTED       CGS
 TW0443
 TW0443                          STATION DESCRIPTION
 TW0443
 TW0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0443'THE STATION IS 4-3/4 MILES NORTH OF INARAJAN, 4 MILES SOUTH OF
 TW0443'WITEK JUNCTION, 3/4 MILE SOUTHEAST OF TALOFOFO, 1/4 MILE NORTHEAST
 TW0443'OF THE TALOFOFO RIVER AND 0.1 MILE NORTHEAST OF THE TALOFOFO CUTOFF
 TW0443'ROAD.
 TW0443'
 TW0443'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 4 AND TALOFOFO
 TW0443'CUTOFF ROAD, GO NORTHWEST ON TALOFOFO ROAD FOR 0.6 MILE TO A DIM
 TW0443'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH AND NORTHWEST
 TW0443'ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT AND ON
 TW0443'THE SOUTHWEST SLOPE OF HILL.
 TW0443'
 TW0443'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0443'STAMPED---MATA 1963---, SET IN A 10 INCH SQUARE CONCRETE POST WHICH
 TW0443'PROJECTS 4 INCHES.  IT IS 151.5 FEET NORTH NORTHEAST OF A LARGE
 TW0443'TREE WITH A BLAZE, 58 FEET WEST NORTHWEST OF A 12 INCH TREE WITH
 TW0443'A BLAZE AND 10 FEET NORTH NORTHEAST OF THE CENTER OF THE DIM TRACK
 TW0443'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0422 ***********************************************************************
 TW0422  DESIGNATION -  MATAGUAC GG
 TW0422  PID         -  TW0422
 TW0422  STATE/COUNTY-  GU/
 TW0422  USGS QUAD   -  
 TW0422
 TW0422                         *CURRENT SURVEY CONTROL
 TW0422  ___________________________________________________________________
 TW0422* NAD 83(1993)-  13 32 44.00508(N)    215 07 03.45798(W)     ADJUSTED  
 TW0422* GUVD63      -       190.     (meters)     623.     (feet)  SCALED    
 TW0422  ___________________________________________________________________
 TW0422  EPOCH DATE  -        1993.62
 TW0422  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0422
 TW0422  HORZ ORDER  -  SECOND
 TW0422
 TW0422.The horizontal coordinates were established by classical geodetic methods
 TW0422.and adjusted by the National Geodetic Survey in September 1999..
 TW0422.The horizontal coordinates are valid at the epoch date displayed above.
 TW0422.The epoch date for horizontal control is a decimal equivalence
 TW0422.of Year/Month/Day.
 TW0422
 TW0422.The orthometric height was scaled from a topographic map.
 TW0422
 TW0422.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0422.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0422
 TW0422;                    North         East     Units Scale Factor Converg.
 TW0422;UTM  55      - 1,498,460.357   270,826.797   MT  1.00024972   -0 29 46.3
 TW0422
 TW0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0422!UTM  55      -   0.99996154  x   1.00024972  =   1.00021125
 TW0422
 TW0422                          SUPERSEDED SURVEY CONTROL
 TW0422
 TW0422  GU 63       -  13 32 38.87386(N)    215 07 12.17953(W) AD(       ) 2
 TW0422
 TW0422.Superseded values are not recommended for survey control.
 TW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0422.See file dsdata.txt to determine how the superseded data were derived.
 TW0422
 TW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7082798460(NAD 83)
 TW0422_MARKER: DD = SURVEY DISK
 TW0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0422_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0422
 TW0422  HISTORY     - Date     Condition        Report By
 TW0422  HISTORY     - 1963     MONUMENTED       CGS
 TW0422
 TW0422                          STATION DESCRIPTION
 TW0422
 TW0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0422'THE STATION IS 3-1/4 MILES NORTHEAST OF DEDEDO, 3/4 MILE NORTHWEST
 TW0422'OF YIGO JUNCTION, ON THE SUMMIT OF AN OPEN GRASSY HILL WHICH HAS A
 TW0422'GROVE OF BAMBOO ON THE NORTHWEST SIDE AND JUST WEST OF AN OLD,
 TW0422'CONCRETE RESERVOIR FOUNDATION.
 TW0422'
 TW0422'TO REACH THE STATION FROM WETTENGEL JUNCTION, HIGHWAYS 1 AND 3, GO
 TW0422'EAST ON HIGHWAY 1 FOR 5.4 MILES TO A SIDE ROAD ON THE RIGHT -YIGO
 TW0422'JCT.-  CONTINUE EASTERLY ON HIGHWAY 1 FOR 0.4 MILE TO A SIDE ROAD
 TW0422'ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.3 MILE
 TW0422'TO A POINT WHERE THE MAIN ROAD BEARS RIGHT.  CONTINUE STRAIGHT
 TW0422'AHEAD ON A DIM ROAD -FOUR WHEEL DRIVE VEHICLE REQUIRED- FOR 0.1 MILE
 TW0422'TO THE BASE OF A GRASSY KNOLL.  TURN RIGHT ALONG BASE OF HILL, THEN
 TW0422'LEFT UPSLOPE AND GO NORTHWEST FOR 0.15 MILE TO THE SUMMIT OF THE HILL
 TW0422'AND THE STATION.
 TW0422'
 TW0422'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0422'STAMPED---MATAGUAC 1963---, ENCLOSED IN A CAST IRON HOUSING WHICH IS
 TW0422'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 109 FEET SOUTH OF THE
 TW0422'SOUTH ONE OF TWO LONE COCONUT TREES, 77.5 FEET WEST OF THE NORTHWEST
 TW0422'CORNER OF THE CONCRETE FOUNDATION AND ON THE HIGHEST PART OF THE
 TW0422'HILL.
 TW0422'
 TW0422'MATAGUAC L.C., IS A 37 MILIMETER SHELL CASING SET IN A CONCRETE POST
 TW0422'WHICH PROJECTS 3 INCHES.  IT IS 24.5 FEET SOUTH OF THE NORTH ONE OF
 TW0422'TWO COCONUT TREES, 16 FEET SOUTHWEST OF THE SOUTH ONE OF THE TWO
 TW0422'TREES, ON THE NORTH SLOPE OF THE HILL AND ABOUT 5 FEET LOWER IN
 TW0422'ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0421 ***********************************************************************
 TW0421  DESIGNATION -  MATAGUAC LC
 TW0421  PID         -  TW0421
 TW0421  STATE/COUNTY-  GU/GUAM
 TW0421  USGS QUAD   -  
 TW0421
 TW0421                         *CURRENT SURVEY CONTROL
 TW0421  ___________________________________________________________________
 TW0421* NAD 83(1993)-  13 32 44.92784(N)    215 07 03.29089(W)     ADJUSTED  
 TW0421* GUVD63      -       190.     (meters)     623.     (feet)  SCALED    
 TW0421  ___________________________________________________________________
 TW0421  EPOCH DATE  -        1993.62
 TW0421  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0421
 TW0421  HORZ ORDER  -  SECOND
 TW0421
 TW0421.The horizontal coordinates were established by classical geodetic methods
 TW0421.and adjusted by the National Geodetic Survey in September 1999..
 TW0421.The horizontal coordinates are valid at the epoch date displayed above.
 TW0421.The epoch date for horizontal control is a decimal equivalence
 TW0421.of Year/Month/Day.
 TW0421
 TW0421.The orthometric height was scaled from a topographic map.
 TW0421
 TW0421.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0421.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0421
 TW0421;                    North         East     Units Scale Factor Converg.
 TW0421;UTM  55      - 1,498,488.677   270,832.068   MT  1.00024969   -0 29 46.3
 TW0421
 TW0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0421!UTM  55      -   0.99996153  x   1.00024969  =   1.00021122
 TW0421
 TW0421                          SUPERSEDED SURVEY CONTROL
 TW0421
 TW0421  GU 63       -  13 32 39.79672(N)    215 07 12.01227(W) AD(       ) 2
 TW0421
 TW0421.Superseded values are not recommended for survey control.
 TW0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0421.See file dsdata.txt to determine how the superseded data were derived.
 TW0421
 TW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7083298489(NAD 83)
 TW0421_MARKER: Z = SEE DESCRIPTION
 TW0421_SETTING: 0 = UNSPECIFIED SETTING
 TW0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0421
 TW0421  HISTORY     - Date     Condition        Report By
 TW0421  HISTORY     - 1963     MONUMENTED       CGS
 TW0421  HISTORY     - UNK      SEE DESCRIPTION
 TW0421
 TW0421                          STATION DESCRIPTION
 TW0421
 TW0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0421'A 37 MILIMETER SHELL CASING SET IN A CONCRETE POST WHICH PROJECTS 3
 TW0421'INCHES. IT IS 24.5 FEET SOUTH OF THE NORTH ONE OF TWO COCONUT TREES,
 TW0421'16 FEET SOUTHWEST OF THE SOUTH ONE OF THE TWO TREES, ON THE NORTH
 TW0421'SLOPE OF THE HILL AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE
 TW0421'STATION.
 TW0421
 TW0421                          STATION RECOVERY (UNK )
 TW0421
 TW0421'RECOVERED UNK
 TW0421'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0551 ***********************************************************************
 TW0551  DESIGNATION -  MCCARO 9
 TW0551  PID         -  TW0551
 TW0551  STATE/COUNTY-  GU/GUAM
 TW0551  USGS QUAD   -  AGAT (1975)
 TW0551
 TW0551                         *CURRENT SURVEY CONTROL
 TW0551  ___________________________________________________________________
 TW0551* NAD 83(1993)-  13 17 42.40528(N)    215 20 23.89859(W)     ADJUSTED  
 TW0551* GUVD63      -        45.     (meters)     148.     (feet)  SCALED    
 TW0551  ___________________________________________________________________
 TW0551  EPOCH DATE  -        1993.62
 TW0551  GEOID HEIGHT-          53.70  (meters)                     EGM96
 TW0551
 TW0551  HORZ ORDER  -  SECOND
 TW0551
 TW0551.The horizontal coordinates were established by classical geodetic methods
 TW0551.and adjusted by the National Geodetic Survey in September 1999..
 TW0551.The horizontal coordinates are valid at the epoch date displayed above.
 TW0551.The epoch date for horizontal control is a decimal equivalence
 TW0551.of Year/Month/Day.
 TW0551
 TW0551.The orthometric height was scaled from a topographic map.
 TW0551
 TW0551.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0551.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0551
 TW0551;                    North         East     Units Scale Factor Converg.
 TW0551;UTM  55      - 1,470,962.439   246,489.987   MT  1.00039509   -0 32 18.3
 TW0551
 TW0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0551!UTM  55      -   0.99998448  x   1.00039509  =   1.00037956
 TW0551
 TW0551                          SUPERSEDED SURVEY CONTROL
 TW0551
 TW0551  GU 63       -  13 17 37.21440(N)    215 20 32.61041(W) AD(       ) 2
 TW0551
 TW0551.Superseded values are not recommended for survey control.
 TW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0551.See file dsdata.txt to determine how the superseded data were derived.
 TW0551
 TW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4649070962(NAD 83)
 TW0551_MARKER: Z = SEE DESCRIPTION
 TW0551_SETTING: 0 = UNSPECIFIED SETTING
 TW0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0551
 TW0551  HISTORY     - Date     Condition        Report By
 TW0551  HISTORY     - 1963     MONUMENTED       CGS
 TW0551  HISTORY     - UNK      SEE DESCRIPTION
 TW0551
 TW0551                          STATION DESCRIPTION
 TW0551
 TW0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0551'A 40 MILIMETER BRASS SHELL CASING STAMPED MCCARO 9 1960, SET IN A 6
 TW0551'INCH SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE. IT IS 30 FEET
 TW0551'EAST-SOUTHEAST OF THE 18 INCH TREE AND 29 FEET SOUTH SOUTHEAST OF THE
 TW0551'SOUTHEAST CORNER OF THE SENTRY POST.
 TW0551
 TW0551                          STATION RECOVERY (UNK )
 TW0551
 TW0551'RECOVERED UNK
 TW0551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0046 ***********************************************************************
 TW0046  DESIGNATION -  MD 1
 TW0046  PID         -  TW0046
 TW0046  STATE/COUNTY-  GU/GUAM
 TW0046  USGS QUAD   -  APRA HARBOR (1975)
 TW0046
 TW0046                         *CURRENT SURVEY CONTROL
 TW0046  ___________________________________________________________________
 TW0046* NAD 83(1986)-  13 25 22.     (N)    215 20 51.     (W)     SCALED    
 TW0046* GUVD63      -         2.927  (meters)       9.60   (feet)  ADJ UNCH  
 TW0046  ___________________________________________________________________
 TW0046  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0046
 TW0046  VERT ORDER  -  FIRST     CLASS II
 TW0046
 TW0046.The horizontal coordinates were scaled from a topographic map and have
 TW0046.an estimated accuracy of +/- 6 seconds.
 TW0046
 TW0046.The orthometric height was key entered from printed documents
 TW0046.and not key verified.
 TW0046
 TW0046.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0046.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0046
 TW0046                          SUPERSEDED SURVEY CONTROL
 TW0046
 TW0046.No superseded survey control is available for this station.
 TW0046
 TW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ458850(NAD 83)
 TW0046_MARKER: Z = SEE DESCRIPTION
 TW0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0046_STAMPING: MD 1
 TW0046_MARK LOGO: NONE  
 TW0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0046+STABILITY: SURFACE MOTION
 TW0046
 TW0046  HISTORY     - Date     Condition        Report By
 TW0046  HISTORY     - 1963     MONUMENTED       USN
 TW0046  HISTORY     - 1963     GOOD             USN
 TW0046
 TW0046                          STATION DESCRIPTION
 TW0046
 TW0046'DESCRIBED BY US NAVY 1963
 TW0046'NO DESCRIPTION SUMBMITTED.
 TW0046
 TW0046                          STATION RECOVERY (1963)
 TW0046
 TW0046'RECOVERY NOTE BY US NAVY 1963
 TW0046'1.8 MILES SOUTH AND WEST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0046'1 AND 2A, 32 FEET EAST OF THE CENTER OF THE HIGHWAY AND 6 FEET
 TW0046'SOUTHEAST OF A MANHOLE COVER.
 TW0046' 
 TW0046'THE MARK IS A COPPER PLATE AND BOLT WITH A CROSS, SET IN A CONCRETE
 TW0046'POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0076 ***********************************************************************
 TW0076  DESIGNATION -  MD 100
 TW0076  PID         -  TW0076
 TW0076  STATE/COUNTY-  GU/GUAM
 TW0076  USGS QUAD   -  DEDEDO (1975)
 TW0076
 TW0076                         *CURRENT SURVEY CONTROL
 TW0076  ___________________________________________________________________
 TW0076* NAD 83(1986)-  13 31 04.     (N)    215 11 17.     (W)     SCALED    
 TW0076* GUVD63      -        71.455  (meters)     234.43   (feet)  ADJ UNCH  
 TW0076  ___________________________________________________________________
 TW0076  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0076
 TW0076  VERT ORDER  -  FIRST     CLASS II
 TW0076
 TW0076.The horizontal coordinates were scaled from a topographic map and have
 TW0076.an estimated accuracy of +/- 6 seconds.
 TW0076
 TW0076.The orthometric height was key entered from printed documents
 TW0076.and not key verified.
 TW0076
 TW0076.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0076.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0076
 TW0076                          SUPERSEDED SURVEY CONTROL
 TW0076
 TW0076.No superseded survey control is available for this station.
 TW0076
 TW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ631954(NAD 83)
 TW0076_MARKER: Z = SEE DESCRIPTION
 TW0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0076_STAMPING: MD 100
 TW0076_MARK LOGO: NONE  
 TW0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0076+STABILITY: SURFACE MOTION
 TW0076
 TW0076  HISTORY     - Date     Condition        Report By
 TW0076  HISTORY     - 1963     MONUMENTED       USN
 TW0076  HISTORY     - 1963     GOOD             USN
 TW0076
 TW0076                          STATION DESCRIPTION
 TW0076
 TW0076'DESCRIBED BY US NAVY 1963
 TW0076'NO DESCRIPTION SUMBMITTED.
 TW0076
 TW0076                          STATION RECOVERY (1963)
 TW0076
 TW0076'RECOVERY NOTE BY US NAVY 1963
 TW0076'5.1 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0076'1 AND 4 IN AGANA, 33.5 FEET NORTHEAST OF POWER POLE 12 FEET WEST OF
 TW0076'THE CENTER LINE OF THE HIGHWAY AND 2 FEET NORTH OF THE NORTHWEST END
 TW0076'OF A MANHOLE.
 TW0076' 
 TW0076'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 6 INCHES
 TW0076'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0077 ***********************************************************************
 TW0077  DESIGNATION -  MD 104
 TW0077  PID         -  TW0077
 TW0077  STATE/COUNTY-  GU/GUAM
 TW0077  USGS QUAD   -  DEDEDO (1975)
 TW0077
 TW0077                         *CURRENT SURVEY CONTROL
 TW0077  ___________________________________________________________________
 TW0077* NAD 83(1986)-  13 31 18.     (N)    215 11 01.     (W)     SCALED    
 TW0077* GUVD63      -        79.909  (meters)     262.17   (feet)  ADJ UNCH  
 TW0077  ___________________________________________________________________
 TW0077  GEOID HEIGHT-          54.74  (meters)                     EGM96
 TW0077
 TW0077  VERT ORDER  -  FIRST     CLASS II
 TW0077
 TW0077.The horizontal coordinates were scaled from a topographic map and have
 TW0077.an estimated accuracy of +/- 6 seconds.
 TW0077
 TW0077.The orthometric height was key entered from printed documents
 TW0077.and not key verified.
 TW0077
 TW0077.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0077.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0077
 TW0077                          SUPERSEDED SURVEY CONTROL
 TW0077
 TW0077.No superseded survey control is available for this station.
 TW0077
 TW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ636958(NAD 83)
 TW0077_MARKER: Z = SEE DESCRIPTION
 TW0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0077_STAMPING: MD 104
 TW0077_MARK LOGO: NONE  
 TW0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0077+STABILITY: SURFACE MOTION
 TW0077
 TW0077  HISTORY     - Date     Condition        Report By
 TW0077  HISTORY     - 1963     MONUMENTED       USN
 TW0077  HISTORY     - 1963     GOOD             USN
 TW0077
 TW0077                          STATION DESCRIPTION
 TW0077
 TW0077'DESCRIBED BY US NAVY 1963
 TW0077'NO DESCRIPTION SUMBMITTED.
 TW0077
 TW0077                          STATION RECOVERY (1963)
 TW0077
 TW0077'RECOVERY NOTE BY US NAVY 1963
 TW0077'5.5 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAY
 TW0077'1 AND 4 IN AGANA, 21 FEET WESTOF THE CENTER LINE OF THE HIGHWAY, 200
 TW0077'FEET NORTH OF CLIFFLINE JUNCTION, 45 FEET NORTHEAST OF A POWER POLE
 TW0077'AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF A MANHOLE.
 TW0077' 
 TW0077'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 6 INCHES
 TW0077'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0079 ***********************************************************************
 TW0079  DESIGNATION -  MD 109
 TW0079  PID         -  TW0079
 TW0079  STATE/COUNTY-  GU/GUAM
 TW0079  USGS QUAD   -  DEDEDO (1975)
 TW0079
 TW0079                         *CURRENT SURVEY CONTROL
 TW0079  ___________________________________________________________________
 TW0079* NAD 83(1986)-  13 31 02.     (N)    215 10 04.     (W)     SCALED    
 TW0079* GUVD63      -        89.720  (meters)     294.36   (feet)  ADJ UNCH  
 TW0079  ___________________________________________________________________
 TW0079  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0079
 TW0079  VERT ORDER  -  FIRST     CLASS II
 TW0079
 TW0079.The horizontal coordinates were scaled from a topographic map and have
 TW0079.an estimated accuracy of +/- 6 seconds.
 TW0079
 TW0079.The orthometric height was key entered from printed documents
 TW0079.and not key verified.
 TW0079
 TW0079.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0079.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0079
 TW0079                          SUPERSEDED SURVEY CONTROL
 TW0079
 TW0079.No superseded survey control is available for this station.
 TW0079
 TW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ653953(NAD 83)
 TW0079_MARKER: Z = SEE DESCRIPTION
 TW0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0079_STAMPING: MD 109
 TW0079_MARK LOGO: NONE  
 TW0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0079+STABILITY: SURFACE MOTION
 TW0079
 TW0079  HISTORY     - Date     Condition        Report By
 TW0079  HISTORY     - 1963     MONUMENTED       USN
 TW0079  HISTORY     - 1963     GOOD             USN
 TW0079
 TW0079                          STATION DESCRIPTION
 TW0079
 TW0079'DESCRIBED BY US NAVY 1963
 TW0079'NO DESCRIPTION SUMBMITTED.
 TW0079
 TW0079                          STATION RECOVERY (1963)
 TW0079
 TW0079'RECOVERY NOTE BY US NAVY 1963
 TW0079'0.7 MILE EAST OF WETTENGEL JUNCTION ALONG HIGHWAY 1, 32 FEET SOUTHWEST
 TW0079'OF THE CENTER OF THE HIGHWAY, 40 FEET EAST OF A POWER LINE GUY POLE
 TW0079'AND 2 FEET SOUTH OF A 2-INCH IRON POST.
 TW0079' 
 TW0079'THE MARK IS A COPPER PLATE WITH COPPER BOLT SET IN A CONCRETE POST
 TW0079'FLUSH WITH A SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0049 ***********************************************************************
 TW0049  DESIGNATION -  MD 11
 TW0049  PID         -  TW0049
 TW0049  STATE/COUNTY-  GU/GUAM
 TW0049  USGS QUAD   -  APRA HARBOR (1975)
 TW0049
 TW0049                         *CURRENT SURVEY CONTROL
 TW0049  ___________________________________________________________________
 TW0049* NAD 83(1986)-  13 25 10.     (N)    215 19 34.     (W)     SCALED    
 TW0049* GUVD63      -         2.436  (meters)       7.99   (feet)  ADJ UNCH  
 TW0049  ___________________________________________________________________
 TW0049  GEOID HEIGHT-          54.53  (meters)                     EGM96
 TW0049
 TW0049  VERT ORDER  -  FIRST     CLASS II
 TW0049
 TW0049.The horizontal coordinates were scaled from a topographic map and have
 TW0049.an estimated accuracy of +/- 6 seconds.
 TW0049
 TW0049.The orthometric height was key entered from printed documents
 TW0049.and not key verified.
 TW0049
 TW0049.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0049.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0049
 TW0049                          SUPERSEDED SURVEY CONTROL
 TW0049
 TW0049.No superseded survey control is available for this station.
 TW0049
 TW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ481847(NAD 83)
 TW0049_MARKER: Z = SEE DESCRIPTION
 TW0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0049_MARK LOGO: NONE  
 TW0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0049+STABILITY: SURFACE MOTION
 TW0049
 TW0049  HISTORY     - Date     Condition        Report By
 TW0049  HISTORY     - 1963     MONUMENTED       USN
 TW0049  HISTORY     - 1963     GOOD             USN
 TW0049
 TW0049                          STATION DESCRIPTION
 TW0049
 TW0049'DESCRIBED BY US NAVY 1963
 TW0049'NO DESCRIPTION SUMBMITTED.
 TW0049
 TW0049                          STATION RECOVERY (1963)
 TW0049
 TW0049'RECOVERY NOTE BY US NAVY 1963
 TW0049'0.2 MILE SOUTH OF THE JUNCTION OF HIGHWAYS 1 AND 2A ON HIGHWAY 1, 60
 TW0049'FEET EAST OF A FLAG POLE, 28 FEET WEST OF THE CENTER OF THE HIGHWAY,
 TW0049'5.5 FEET NORTH OF A MAN HOLE COVER.
 TW0049' 
 TW0049'THE MARK IS A COPPER PLATE, SET IN A CONCRETE POST 6 INCHES BELOW THE
 TW0049'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0080 ***********************************************************************
 TW0080  DESIGNATION -  MD 112
 TW0080  PID         -  TW0080
 TW0080  STATE/COUNTY-  GU/GUAM
 TW0080  USGS QUAD   -  DEDEDO (1975)
 TW0080
 TW0080                         *CURRENT SURVEY CONTROL
 TW0080  ___________________________________________________________________
 TW0080* NAD 83(1986)-  13 30 51.     (N)    215 09 37.     (W)     SCALED    
 TW0080* GUVD63      -        95.208  (meters)     312.36   (feet)  ADJ UNCH  
 TW0080  ___________________________________________________________________
 TW0080  GEOID HEIGHT-          54.62  (meters)                     EGM96
 TW0080
 TW0080  VERT ORDER  -  FIRST     CLASS II
 TW0080
 TW0080.The horizontal coordinates were scaled from a topographic map and have
 TW0080.an estimated accuracy of +/- 6 seconds.
 TW0080
 TW0080.The orthometric height was key entered from printed documents
 TW0080.and not key verified.
 TW0080
 TW0080.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0080.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0080
 TW0080                          SUPERSEDED SURVEY CONTROL
 TW0080
 TW0080.No superseded survey control is available for this station.
 TW0080
 TW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ661950(NAD 83)
 TW0080_MARKER: Z = SEE DESCRIPTION
 TW0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0080_STAMPING: MD 112
 TW0080_MARK LOGO: NONE  
 TW0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0080+STABILITY: SURFACE MOTION
 TW0080
 TW0080  HISTORY     - Date     Condition        Report By
 TW0080  HISTORY     - 1963     MONUMENTED       USN
 TW0080  HISTORY     - 1963     GOOD             USN
 TW0080
 TW0080                          STATION DESCRIPTION
 TW0080
 TW0080'DESCRIBED BY US NAVY 1963
 TW0080'NO DESCRIPTION SUMBMITTED.
 TW0080
 TW0080                          STATION RECOVERY (1963)
 TW0080
 TW0080'RECOVERY NOTE BY US NAVY 1963
 TW0080'1.25 MILES EAST ALONG HIGHWAY 1 FROM WETTENGAL JUNCTION, 33 SOUTHWEST
 TW0080'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF POWER POLE NO
 TW0080'A-328-268 AND MIDWAY BETWEEN TWO 2-INCH IRON PIPES.
 TW0080' 
 TW0080'THE MARK IS A COPPER PLATE WITH A COPPER BOLT SET IN A CONCRETE POST
 TW0080'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0081 ***********************************************************************
 TW0081  DESIGNATION -  MD 115
 TW0081  PID         -  TW0081
 TW0081  STATE/COUNTY-  GU/GUAM
 TW0081  USGS QUAD   -  DEDEDO (1975)
 TW0081
 TW0081                         *CURRENT SURVEY CONTROL
 TW0081  ___________________________________________________________________
 TW0081* NAD 83(1986)-  13 30 53.     (N)    215 09 02.     (W)     SCALED    
 TW0081* GUVD63      -       105.517  (meters)     346.18   (feet)  ADJ UNCH  
 TW0081  ___________________________________________________________________
 TW0081  GEOID HEIGHT-          54.59  (meters)                     EGM96
 TW0081
 TW0081  VERT ORDER  -  FIRST     CLASS II
 TW0081
 TW0081.The horizontal coordinates were scaled from a topographic map and have
 TW0081.an estimated accuracy of +/- 6 seconds.
 TW0081
 TW0081.The orthometric height was key entered from printed documents
 TW0081.and not key verified.
 TW0081
 TW0081.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0081.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0081
 TW0081                          SUPERSEDED SURVEY CONTROL
 TW0081
 TW0081.No superseded survey control is available for this station.
 TW0081
 TW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ672950(NAD 83)
 TW0081_MARKER: Z = SEE DESCRIPTION
 TW0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0081_STAMPING: MD 115
 TW0081_MARK LOGO: NONE  
 TW0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0081+STABILITY: SURFACE MOTION
 TW0081
 TW0081  HISTORY     - Date     Condition        Report By
 TW0081  HISTORY     - 1963     MONUMENTED       USN
 TW0081  HISTORY     - 1963     GOOD             USN
 TW0081
 TW0081                          STATION DESCRIPTION
 TW0081
 TW0081'DESCRIBED BY US NAVY 1963
 TW0081'NO DESCRIPTION SUMBMITTED.
 TW0081
 TW0081                          STATION RECOVERY (1963)
 TW0081
 TW0081'RECOVERY NOTE BY US NAVY 1963
 TW0081'1.9 MILES EAST ALONG HIGHWAY 1 FROM WETTENGEL JUNCTION, 32 FEET SOUTH
 TW0081'WEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF POWER POLE NO
 TW0081'A-328-291 AND 1.5 FEET EAST OF A 3-INCH IRON PIPE.
 TW0081' 
 TW0081'THE MARK IS A COPPER PLATE WITH A COPPER BOLT SET IN A CONCRETE POST
 TW0081'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0082 ***********************************************************************
 TW0082  DESIGNATION -  MD 118
 TW0082  PID         -  TW0082
 TW0082  STATE/COUNTY-  GU/GUAM
 TW0082  USGS QUAD   -  DEDEDO (1975)
 TW0082
 TW0082                         *CURRENT SURVEY CONTROL
 TW0082  ___________________________________________________________________
 TW0082* NAD 83(1986)-  13 30 57.     (N)    215 08 24.     (W)     SCALED    
 TW0082* GUVD63      -       110.288  (meters)     361.84   (feet)  ADJ UNCH  
 TW0082  ___________________________________________________________________
 TW0082  GEOID HEIGHT-          54.55  (meters)                     EGM96
 TW0082
 TW0082  VERT ORDER  -  FIRST     CLASS II
 TW0082
 TW0082.The horizontal coordinates were scaled from a topographic map and have
 TW0082.an estimated accuracy of +/- 6 seconds.
 TW0082
 TW0082.The orthometric height was key entered from printed documents
 TW0082.and not key verified.
 TW0082
 TW0082.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0082.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0082
 TW0082                          SUPERSEDED SURVEY CONTROL
 TW0082
 TW0082.No superseded survey control is available for this station.
 TW0082
 TW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ683951(NAD 83)
 TW0082_MARKER: Z = SEE DESCRIPTION
 TW0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0082_STAMPING: MD 118
 TW0082_MARK LOGO: NONE  
 TW0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0082+STABILITY: SURFACE MOTION
 TW0082
 TW0082  HISTORY     - Date     Condition        Report By
 TW0082  HISTORY     - 1963     MONUMENTED       USN
 TW0082  HISTORY     - 1963     GOOD             USN
 TW0082
 TW0082                          STATION DESCRIPTION
 TW0082
 TW0082'DESCRIBED BY US NAVY 1963
 TW0082'NO DESCRIPTION SUMBMITTED.
 TW0082
 TW0082                          STATION RECOVERY (1963)
 TW0082
 TW0082'RECOVERY NOTE BY US NAVY 1963
 TW0082'2.6 MILES EAST ALONG HIGHWAY 1 FROM WETTENGAL JUNCTION, 21 FEET NORTH
 TW0082'OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF TELEPHONE POLE
 TW0082'NO 7-F-193 AND 1.5 FEET WEST OF A TWO-INCH IRON PIPE.
 TW0082' 
 TW0082'THE MARK IS A COPPER PLATE WITH A COPPER BOLT SET IN A CONCRETE POST
 TW0082'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0083 ***********************************************************************
 TW0083  DESIGNATION -  MD 120
 TW0083  PID         -  TW0083
 TW0083  STATE/COUNTY-  GU/GUAM
 TW0083  USGS QUAD   -  DEDEDO (1975)
 TW0083
 TW0083                         *CURRENT SURVEY CONTROL
 TW0083  ___________________________________________________________________
 TW0083* NAD 83(1986)-  13 31 05.     (N)    215 08 00.     (W)     SCALED    
 TW0083* GUVD63      -       118.672  (meters)     389.34   (feet)  ADJ UNCH  
 TW0083  ___________________________________________________________________
 TW0083  GEOID HEIGHT-          54.53  (meters)                     EGM96
 TW0083
 TW0083  VERT ORDER  -  FIRST     CLASS II
 TW0083
 TW0083.The horizontal coordinates were scaled from a topographic map and have
 TW0083.an estimated accuracy of +/- 6 seconds.
 TW0083
 TW0083.The orthometric height was key entered from printed documents
 TW0083.and not key verified.
 TW0083
 TW0083.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0083.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0083
 TW0083                          SUPERSEDED SURVEY CONTROL
 TW0083
 TW0083.No superseded survey control is available for this station.
 TW0083
 TW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ691954(NAD 83)
 TW0083_MARKER: Z = SEE DESCRIPTION
 TW0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0083_STAMPING: MD 120
 TW0083_MARK LOGO: NONE  
 TW0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0083+STABILITY: SURFACE MOTION
 TW0083
 TW0083  HISTORY     - Date     Condition        Report By
 TW0083  HISTORY     - 1963     MONUMENTED       USN
 TW0083  HISTORY     - 1963     GOOD             USN
 TW0083
 TW0083                          STATION DESCRIPTION
 TW0083
 TW0083'DESCRIBED BY US NAVY 1963
 TW0083'NO DESCRIPTION SUMBMITTED.
 TW0083
 TW0083                          STATION RECOVERY (1963)
 TW0083
 TW0083'RECOVERY NOTE BY US NAVY 1963
 TW0083'3.4 MILES EAST ALONG HIGHWAY 1 FROM WETTENGEL JUNCTION, 81 FEET EAST
 TW0083'OF THE CENTER OF A PAVED ROAD, 35 FEET SOUTH OF THE CENTER OF HIGHWAY
 TW0083'1, 18 FEET NORTHEAST OF POWER POLE NUMBER A-328-329, AND 1 FOOT
 TW0083'NORTHWEST OF A STEEL POST POINTED ALTERNATELY RED AND WHITE,
 TW0083' 
 TW0083'THE MARK IS A COPPER PLATE WITH A COPPER BOLT SET IN A CONCRETE POST
 TW0083'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0050 ***********************************************************************
 TW0050  DESIGNATION -  MD 14
 TW0050  PID         -  TW0050
 TW0050  STATE/COUNTY-  GU/GUAM
 TW0050  USGS QUAD   -  APRA HARBOR (1975)
 TW0050
 TW0050                         *CURRENT SURVEY CONTROL
 TW0050  ___________________________________________________________________
 TW0050* NAD 83(1986)-  13 25 29.     (N)    215 19 18.     (W)     SCALED    
 TW0050* GUVD63      -         2.935  (meters)       9.63   (feet)  ADJ UNCH  
 TW0050  ___________________________________________________________________
 TW0050  GEOID HEIGHT-          54.55  (meters)                     EGM96
 TW0050
 TW0050  VERT ORDER  -  FIRST     CLASS II
 TW0050
 TW0050.The horizontal coordinates were scaled from a topographic map and have
 TW0050.an estimated accuracy of +/- 6 seconds.
 TW0050
 TW0050.The orthometric height was key entered from printed documents
 TW0050.and not key verified.
 TW0050
 TW0050.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0050.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0050
 TW0050                          SUPERSEDED SURVEY CONTROL
 TW0050
 TW0050.No superseded survey control is available for this station.
 TW0050
 TW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ486852(NAD 83)
 TW0050_MARKER: Z = SEE DESCRIPTION
 TW0050_SETTING: 0 = UNSPECIFIED SETTING
 TW0050_MARK LOGO: NONE  
 TW0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0050
 TW0050  HISTORY     - Date     Condition        Report By
 TW0050  HISTORY     - 1963     MONUMENTED       USN
 TW0050  HISTORY     - 1963     GOOD             USN
 TW0050
 TW0050                          STATION DESCRIPTION
 TW0050
 TW0050'DESCRIBED BY US NAVY 1963
 TW0050'NO DESCRIPTION SUMBMITTED.
 TW0050
 TW0050                          STATION RECOVERY (1963)
 TW0050
 TW0050'RECOVERY NOTE BY US NAVY 1963
 TW0050'2.75 MILES SOUTH ON HIGHWAY 1 FROM JUNCTION OF HIGHWAY 1 AND HIGHWAY
 TW0050'11, 29 FEET NORTH WEST OF CENTER OF MARINE DRIVE, 16 FEET EAST.
 TW0050' 
 TW0050'COPPER PLARE (NOT STAMPED) IS 3 INCHES BELOW SURFACE ON NORTH WEST
 TW0050'SIDE OR MARINE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0478 ***********************************************************************
 TW0478  DESIGNATION -  MD 15
 TW0478  PID         -  TW0478
 TW0478  STATE/COUNTY-  GU/GUAM
 TW0478  USGS QUAD   -  APRA HARBOR (1975)
 TW0478
 TW0478                         *CURRENT SURVEY CONTROL
 TW0478  ___________________________________________________________________
 TW0478* NAD 83(1993)-  13 25 33.73170(N)    215 19 17.27570(W)     ADJUSTED  
 TW0478* GUVD63      -         5.     (meters)      16.     (feet)  SCALED    
 TW0478  ___________________________________________________________________
 TW0478  EPOCH DATE  -        1993.62
 TW0478  GEOID HEIGHT-          54.56  (meters)                     EGM96
 TW0478
 TW0478  HORZ ORDER  -  SECOND
 TW0478
 TW0478.The horizontal coordinates were established by classical geodetic methods
 TW0478.and adjusted by the National Geodetic Survey in September 1999..
 TW0478.The horizontal coordinates are valid at the epoch date displayed above.
 TW0478.The epoch date for horizontal control is a decimal equivalence
 TW0478.of Year/Month/Day.
 TW0478
 TW0478.The orthometric height was scaled from a topographic map.
 TW0478
 TW0478.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0478.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0478
 TW0478;                    North         East     Units Scale Factor Converg.
 TW0478;UTM  55      - 1,485,433.155   248,631.674   MT  1.00038170   -0 32 21.5
 TW0478
 TW0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0478!UTM  55      -   0.99999063  x   1.00038170  =   1.00037233
 TW0478
 TW0478                          SUPERSEDED SURVEY CONTROL
 TW0478
 TW0478  GU 63       -  13 25 28.57264(N)    215 19 25.98805(W) AD(       ) 2
 TW0478
 TW0478.Superseded values are not recommended for survey control.
 TW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0478.See file dsdata.txt to determine how the superseded data were derived.
 TW0478
 TW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4863285433(NAD 83)
 TW0478_MARKER: Z = SEE DESCRIPTION
 TW0478_SETTING: 0 = UNSPECIFIED SETTING
 TW0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0478
 TW0478  HISTORY     - Date     Condition        Report By
 TW0478  HISTORY     - 1963     MONUMENTED       CGS
 TW0478  HISTORY     - UNK      SEE DESCRIPTION
 TW0478
 TW0478                          STATION DESCRIPTION
 TW0478
 TW0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0478'A CONCRETE MONUMENT AT THE NORTHEAST CORNER OF A TELEPHONE DUCT
 TW0478'MANHOLE, 4 INCHES BELOW THE HARD-SURFACED ROAD SHOULDER NORTH SIDE
 TW0478'HIGHWAY 1 AND IS STAMPED M.D.15.
 TW0478
 TW0478                          STATION RECOVERY (UNK )
 TW0478
 TW0478'RECOVERED UNK
 TW0478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0045 ***********************************************************************
 TW0045  DESIGNATION -  MD 16 A
 TW0045  PID         -  TW0045
 TW0045  STATE/COUNTY-  GU/GUAM
 TW0045  USGS QUAD   -  APRA HARBOR (1975)
 TW0045
 TW0045                         *CURRENT SURVEY CONTROL
 TW0045  ___________________________________________________________________
 TW0045* NAD 83(1986)-  13 25 55.     (N)    215 20 43.     (W)     SCALED    
 TW0045* GUVD63      -         9.361  (meters)      30.71   (feet)  ADJ UNCH  
 TW0045  ___________________________________________________________________
 TW0045  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0045
 TW0045  VERT ORDER  -  FIRST     CLASS II
 TW0045
 TW0045.The horizontal coordinates were scaled from a topographic map and have
 TW0045.an estimated accuracy of +/- 6 seconds.
 TW0045
 TW0045.The orthometric height was key entered from printed documents
 TW0045.and not key verified.
 TW0045
 TW0045.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0045.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0045
 TW0045                          SUPERSEDED SURVEY CONTROL
 TW0045
 TW0045.No superseded survey control is available for this station.
 TW0045
 TW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ460861(NAD 83)
 TW0045_MARKER: Z = SEE DESCRIPTION
 TW0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0045_STAMPING: MD 16A
 TW0045_MARK LOGO: NONE  
 TW0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0045+STABILITY: SURFACE MOTION
 TW0045
 TW0045  HISTORY     - Date     Condition        Report By
 TW0045  HISTORY     - 1963     MONUMENTED       USN
 TW0045  HISTORY     - 1963     GOOD             USN
 TW0045
 TW0045                          STATION DESCRIPTION
 TW0045
 TW0045'DESCRIBED BY US NAVY 1963
 TW0045'NO DESCRIPTION SUMBMITTED.
 TW0045
 TW0045                          STATION RECOVERY (1963)
 TW0045
 TW0045'RECOVERY NOTE BY US NAVY 1963
 TW0045'2.3 MILES SOUTH AND WEST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0045'1 AND 2A, 50 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 19 FEET
 TW0045'NORTH OF POWER POLE NO 20 OF 3-49 AND 5 FEET SOUTH OF A CONCRETE STOP
 TW0045'SIGN.
 TW0045' 
 TW0045'THE MARK IS A COPPER PLATE AND BOLT WITH A CROSS, SET IN A CONCRETE
 TW0045'POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0051 ***********************************************************************
 TW0051  DESIGNATION -  MD 19
 TW0051  PID         -  TW0051
 TW0051  STATE/COUNTY-  GU/GUAM
 TW0051  USGS QUAD   -  APRA HARBOR (1975)
 TW0051
 TW0051                         *CURRENT SURVEY CONTROL
 TW0051  ___________________________________________________________________
 TW0051* NAD 83(1986)-  13 25 57.     (N)    215 19 19.     (W)     SCALED    
 TW0051* GUVD63      -         2.346  (meters)       7.70   (feet)  ADJ UNCH  
 TW0051  ___________________________________________________________________
 TW0051  GEOID HEIGHT-          54.59  (meters)                     EGM96
 TW0051
 TW0051  VERT ORDER  -  FIRST     CLASS II
 TW0051
 TW0051.The horizontal coordinates were scaled from a topographic map and have
 TW0051.an estimated accuracy of +/- 6 seconds.
 TW0051
 TW0051.The orthometric height was key entered from printed documents
 TW0051.and not key verified.
 TW0051
 TW0051.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0051.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0051
 TW0051                          SUPERSEDED SURVEY CONTROL
 TW0051
 TW0051.No superseded survey control is available for this station.
 TW0051
 TW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ485861(NAD 83)
 TW0051_MARKER: Z = SEE DESCRIPTION
 TW0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0051_STAMPING: MD 19
 TW0051_MARK LOGO: NONE  
 TW0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0051+STABILITY: SURFACE MOTION
 TW0051
 TW0051  HISTORY     - Date     Condition        Report By
 TW0051  HISTORY     - 1963     MONUMENTED       USN
 TW0051  HISTORY     - 1963     GOOD             USN
 TW0051
 TW0051                          STATION DESCRIPTION
 TW0051
 TW0051'DESCRIBED BY US NAVY 1963
 TW0051'NO DESCRIPTION SUMBMITTED.
 TW0051
 TW0051                          STATION RECOVERY (1963)
 TW0051
 TW0051'RECOVERY NOTE BY US NAVY 1963
 TW0051'2.2 MILES SOUTH ON HIGHWAY 1 FROM JUNCTION OF HIGHWAY 1 AND HIGHWAY
 TW0051'11.  29 FEET WEST OF CENTER OF MARINE DRIVE, 23 FEET EAST OF POEWER
 TW0051'POLE NO A73-1-59 AND 6 FEET NORTH OF CENTER OF MAN HOLE COVER.
 TW0051' 
 TW0051'COPPER PLATE WITH COPPER BOLT STAMPED MD 19, IT IS 6 INCHES BELOW
 TW0051'SURFACE ON THE WEST SIDE OF MARINE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0137 ***********************************************************************
 TW0137  DESIGNATION -  MD 2
 TW0137  PID         -  TW0137
 TW0137  STATE/COUNTY-  GU/GUAM
 TW0137  USGS QUAD   -  APRA HARBOR (1975)
 TW0137
 TW0137                         *CURRENT SURVEY CONTROL
 TW0137  ___________________________________________________________________
 TW0137* NAD 83(1986)-  13 25 22.     (N)    215 20 51.     (W)     SCALED    
 TW0137* GUVD63      -         2.944  (meters)       9.66   (feet)  ADJ UNCH  
 TW0137  ___________________________________________________________________
 TW0137  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0137
 TW0137  VERT ORDER  -  FIRST     CLASS II
 TW0137
 TW0137.The horizontal coordinates were scaled from a topographic map and have
 TW0137.an estimated accuracy of +/- 6 seconds.
 TW0137
 TW0137.The orthometric height was key entered from printed documents
 TW0137.and not key verified.
 TW0137
 TW0137.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0137.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0137
 TW0137                          SUPERSEDED SURVEY CONTROL
 TW0137
 TW0137.No superseded survey control is available for this station.
 TW0137
 TW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ458850(NAD 83)
 TW0137_MARKER: Z = SEE DESCRIPTION
 TW0137_SETTING: 0 = UNSPECIFIED SETTING
 TW0137_STAMPING: MD 2
 TW0137_MARK LOGO: NONE  
 TW0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0137
 TW0137  HISTORY     - Date     Condition        Report By
 TW0137  HISTORY     - 1963     MONUMENTED       USN
 TW0137  HISTORY     - 1963     GOOD             USN
 TW0137
 TW0137                          STATION DESCRIPTION
 TW0137
 TW0137'DESCRIBED BY US NAVY 1963
 TW0137'NO DESCRIPTION SUMBMITTED.
 TW0137
 TW0137                          STATION RECOVERY (1963)
 TW0137
 TW0137'RECOVERY NOTE BY US NAVY 1963
 TW0137'1.7 MILES SOUTH AND WEST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0137'1 AND 2A INSIDE THE NAVAL STATION, 6 FEET SOUTH OF A MANHOLE, 29 FEET
 TW0137'NORTHEAST OF CENTER LINE OF HIGHWAY 1 (MARINE DRIVE) AND AT THE
 TW0137'JUNCTION OF MARINE DRIVE AND SHORELINE DRIVE.
 TW0137' 
 TW0137'THE MARK IS A COPPER PLATE WITH A BRASS BOLT SET IN A CONCRETE POST 3
 TW0137'INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0052 ***********************************************************************
 TW0052  DESIGNATION -  MD 23
 TW0052  PID         -  TW0052
 TW0052  STATE/COUNTY-  GU/GUAM
 TW0052  USGS QUAD   -  APRA HARBOR (1975)
 TW0052
 TW0052                         *CURRENT SURVEY CONTROL
 TW0052  ___________________________________________________________________
 TW0052* NAD 83(1986)-  13 26 20.     (N)    215 19 11.     (W)     SCALED    
 TW0052* GUVD63      -         3.139  (meters)      10.30   (feet)  ADJ UNCH  
 TW0052  ___________________________________________________________________
 TW0052  GEOID HEIGHT-          54.62  (meters)                     EGM96
 TW0052
 TW0052  VERT ORDER  -  FIRST     CLASS II
 TW0052
 TW0052.The horizontal coordinates were scaled from a topographic map and have
 TW0052.an estimated accuracy of +/- 6 seconds.
 TW0052
 TW0052.The orthometric height was key entered from printed documents
 TW0052.and not key verified.
 TW0052
 TW0052.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0052.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0052
 TW0052                          SUPERSEDED SURVEY CONTROL
 TW0052
 TW0052.No superseded survey control is available for this station.
 TW0052
 TW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ488868(NAD 83)
 TW0052_MARKER: Z = SEE DESCRIPTION
 TW0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0052_STAMPING: MD 23
 TW0052_MARK LOGO: NONE  
 TW0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0052+STABILITY: SURFACE MOTION
 TW0052
 TW0052  HISTORY     - Date     Condition        Report By
 TW0052  HISTORY     - 1963     MONUMENTED       USN
 TW0052  HISTORY     - 1963     GOOD             USN
 TW0052
 TW0052                          STATION DESCRIPTION
 TW0052
 TW0052'DESCRIBED BY US NAVY 1963
 TW0052'NO DESCRIPTION SUMBMITTED.
 TW0052
 TW0052                          STATION RECOVERY (1963)
 TW0052
 TW0052'RECOVERY NOTE BY US NAVY 1963
 TW0052'1.75 MILES SOUTH OF JUNCTION OF HIGHWAYS 1 AND 11 ON HIGHWAY 1, 22
 TW0052'FEET EAST OF A POWER LINE POLE NO 1 73-1-74 2-H-25, 28 FEET WEST OF
 TW0052'THE CENTER LINE OF HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0047 ***********************************************************************
 TW0047  DESIGNATION -  MD 3
 TW0047  PID         -  TW0047
 TW0047  STATE/COUNTY-  GU/GUAM
 TW0047  USGS QUAD   -  APRA HARBOR (1975)
 TW0047
 TW0047                         *CURRENT SURVEY CONTROL
 TW0047  ___________________________________________________________________
 TW0047* NAD 83(1986)-  13 25 07.     (N)    215 20 30.     (W)     SCALED    
 TW0047* GUVD63      -        20.023  (meters)      65.69   (feet)  ADJ UNCH  
 TW0047  ___________________________________________________________________
 TW0047  GEOID HEIGHT-          54.54  (meters)                     EGM96
 TW0047
 TW0047  VERT ORDER  -  FIRST     CLASS II
 TW0047
 TW0047.The horizontal coordinates were scaled from a topographic map and have
 TW0047.an estimated accuracy of +/- 6 seconds.
 TW0047
 TW0047.The orthometric height was key entered from printed documents
 TW0047.and not key verified.
 TW0047
 TW0047.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0047.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0047
 TW0047                          SUPERSEDED SURVEY CONTROL
 TW0047
 TW0047.No superseded survey control is available for this station.
 TW0047
 TW0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ464846(NAD 83)
 TW0047_MARKER: Z = SEE DESCRIPTION
 TW0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0047_STAMPING: MD 3
 TW0047_MARK LOGO: NONE  
 TW0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0047+STABILITY: SURFACE MOTION
 TW0047
 TW0047  HISTORY     - Date     Condition        Report By
 TW0047  HISTORY     - 1963     MONUMENTED       USN
 TW0047  HISTORY     - 1963     GOOD             USN
 TW0047
 TW0047                          STATION DESCRIPTION
 TW0047
 TW0047'DESCRIBED BY US NAVY 1963
 TW0047'NO DESCRIPTION SUMBMITTED.
 TW0047
 TW0047                          STATION RECOVERY (1963)
 TW0047
 TW0047'RECOVERY NOTE BY US NAVY 1963
 TW0047'1.3 MILES SOUTH AND WEST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0047'1 AND 2A, 32 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 7 FEET
 TW0047'EAST OF A MANHOLE COVER.
 TW0047' 
 TW0047'THE MARK IS A COPPER PLATE AND BOLT WITH A CROSS, SET IN A CONCRETE
 TW0047'POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0053 ***********************************************************************
 TW0053  DESIGNATION -  MD 30
 TW0053  PID         -  TW0053
 TW0053  STATE/COUNTY-  GU/GUAM
 TW0053  USGS QUAD   -  APRA HARBOR (1975)
 TW0053
 TW0053                         *CURRENT SURVEY CONTROL
 TW0053  ___________________________________________________________________
 TW0053* NAD 83(1986)-  13 27 18.     (N)    215 18 43.     (W)     SCALED    
 TW0053* GUVD63      -         3.644  (meters)      11.96   (feet)  ADJ UNCH  
 TW0053  ___________________________________________________________________
 TW0053  GEOID HEIGHT-          54.69  (meters)                     EGM96
 TW0053
 TW0053  VERT ORDER  -  FIRST     CLASS II
 TW0053
 TW0053.The horizontal coordinates were scaled from a topographic map and have
 TW0053.an estimated accuracy of +/- 6 seconds.
 TW0053
 TW0053.The orthometric height was key entered from printed documents
 TW0053.and not key verified.
 TW0053
 TW0053.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0053.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0053
 TW0053                          SUPERSEDED SURVEY CONTROL
 TW0053
 TW0053.No superseded survey control is available for this station.
 TW0053
 TW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ496886(NAD 83)
 TW0053_MARKER: Z = SEE DESCRIPTION
 TW0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0053_STAMPING: MD 30
 TW0053_MARK LOGO: NONE  
 TW0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0053+STABILITY: SURFACE MOTION
 TW0053
 TW0053  HISTORY     - Date     Condition        Report By
 TW0053  HISTORY     - 1963     MONUMENTED       USN
 TW0053  HISTORY     - 1963     GOOD             USN
 TW0053
 TW0053                          STATION DESCRIPTION
 TW0053
 TW0053'DESCRIBED BY US NAVY 1963
 TW0053'NO DESCRIPTION SUMBMITTED.
 TW0053
 TW0053                          STATION RECOVERY (1963)
 TW0053
 TW0053'RECOVERY NOTE BY US NAVY 1963
 TW0053'0.55 MILE SOUTH OF JUNCTION OF HIGHWAY 1 AND 11 ON HIGHWAY 1, 26 FEET
 TW0053'WEST OF CENTER OF THE HIGHWAY , 26 FEET EAST OF A POWER LINE POLE NO A
 TW0053'73-1-111, 1.4 FEET NORTH OF THE NORTH END OF A CONCRETE SLAB.
 TW0053' 
 TW0053'THE MARK IS A 40 MM SHELL CASE SET IN A CONCRETE POST 6 INCHES BELOW
 TW0053'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0138 ***********************************************************************
 TW0138  DESIGNATION -  MD 4 A
 TW0138  PID         -  TW0138
 TW0138  STATE/COUNTY-  GU/GUAM
 TW0138  USGS QUAD   -  APRA HARBOR (1975)
 TW0138
 TW0138                         *CURRENT SURVEY CONTROL
 TW0138  ___________________________________________________________________
 TW0138* NAD 83(1986)-  13 25 48.     (N)    215 20 47.     (W)     SCALED    
 TW0138* GUVD63      -         5.991  (meters)      19.66   (feet)  ADJ UNCH  
 TW0138  ___________________________________________________________________
 TW0138  GEOID HEIGHT-          54.60  (meters)                     EGM96
 TW0138
 TW0138  VERT ORDER  -  FIRST     CLASS II
 TW0138
 TW0138.The horizontal coordinates were scaled from a topographic map and have
 TW0138.an estimated accuracy of +/- 6 seconds.
 TW0138
 TW0138.The orthometric height was key entered from printed documents
 TW0138.and not key verified.
 TW0138
 TW0138.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0138.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0138
 TW0138                          SUPERSEDED SURVEY CONTROL
 TW0138
 TW0138.No superseded survey control is available for this station.
 TW0138
 TW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ459858(NAD 83)
 TW0138_MARKER: Z = SEE DESCRIPTION
 TW0138_SETTING: 0 = UNSPECIFIED SETTING
 TW0138_STAMPING: MD 4 A
 TW0138_MARK LOGO: NONE  
 TW0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0138
 TW0138  HISTORY     - Date     Condition        Report By
 TW0138  HISTORY     - 1963     MONUMENTED       USN
 TW0138  HISTORY     - 1963     GOOD             USN
 TW0138
 TW0138                          STATION DESCRIPTION
 TW0138
 TW0138'DESCRIBED BY US NAVY 1963
 TW0138'NO DESCRIPTION SUMBMITTED.
 TW0138
 TW0138                          STATION RECOVERY (1963)
 TW0138
 TW0138'RECOVERY NOTE BY US NAVY 1963
 TW0138'2.25 MILES SOUTHERLY ON HIGHWAY 1 FROM THE JUNCTION OF HIGHWAY 1 AND
 TW0138'2A, 4 FEET SOUTHEAST OF A MANHOLE AND 30 FEET EAST OF THE CENTER LINE
 TW0138'OF MARINE DRIVE.
 TW0138' 
 TW0138'THE MARK IS A COPPER PLATE WITH A BRASS BOLT, SET IN A CONCRETE POST 2
 TW0138'INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0054 ***********************************************************************
 TW0054  DESIGNATION -  MD 40
 TW0054  PID         -  TW0054
 TW0054  STATE/COUNTY-  GU/GUAM
 TW0054  USGS QUAD   -  APRA HARBOR (1975)
 TW0054
 TW0054                         *CURRENT SURVEY CONTROL
 TW0054  ___________________________________________________________________
 TW0054* NAD 83(1986)-  13 28 03.     (N)    215 18 02.     (W)     SCALED    
 TW0054* GUVD63      -         2.536  (meters)       8.32   (feet)  ADJ UNCH  
 TW0054  ___________________________________________________________________
 TW0054  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0054
 TW0054  VERT ORDER  -  FIRST     CLASS II
 TW0054
 TW0054.The horizontal coordinates were scaled from a topographic map and have
 TW0054.an estimated accuracy of +/- 6 seconds.
 TW0054
 TW0054.The orthometric height was key entered from printed documents
 TW0054.and not key verified.
 TW0054
 TW0054.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0054.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0054
 TW0054                          SUPERSEDED SURVEY CONTROL
 TW0054
 TW0054.No superseded survey control is available for this station.
 TW0054
 TW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ509900(NAD 83)
 TW0054_MARKER: Z = SEE DESCRIPTION
 TW0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0054_STAMPING: MD 40
 TW0054_MARK LOGO: NONE  
 TW0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0054+STABILITY: SURFACE MOTION
 TW0054
 TW0054  HISTORY     - Date     Condition        Report By
 TW0054  HISTORY     - 1963     MONUMENTED       USN
 TW0054  HISTORY     - 1963     GOOD             USN
 TW0054
 TW0054                          STATION DESCRIPTION
 TW0054
 TW0054'DESCRIBED BY US NAVY 1963
 TW0054'NO DESCRIPTION SUMBMITTED.
 TW0054
 TW0054                          STATION RECOVERY (1963)
 TW0054
 TW0054'RECOVERY NOTE BY US NAVY 1963
 TW0054'IN THE VILLAGE OF PITI, 25 FEET NORTH OF CENTER OF MARINE DRIVE, 14
 TW0054'FEET SOUTH OF POWER POLE C 7C Z T-77 31-41 AND 6 FEET NORTH OF CENTER
 TW0054'OF MAN HOLE COVER.
 TW0054' 
 TW0054'THE 40 MM SHELL CASE STAMPED MD 40 IS 6 INCHES BELOW THE SURFACE ON
 TW0054'THE NORTH SIDE OF MARINE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0055 ***********************************************************************
 TW0055  DESIGNATION -  MD 44
 TW0055  PID         -  TW0055
 TW0055  STATE/COUNTY-  GU/GUAM
 TW0055  USGS QUAD   -  AGANA (1968)
 TW0055
 TW0055                         *CURRENT SURVEY CONTROL
 TW0055  ___________________________________________________________________
 TW0055* NAD 83(1986)-  13 28 16.     (N)    215 17 36.     (W)     SCALED    
 TW0055* GUVD63      -         4.413  (meters)      14.48   (feet)  ADJ UNCH  
 TW0055  ___________________________________________________________________
 TW0055  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0055
 TW0055  VERT ORDER  -  FIRST     CLASS II
 TW0055
 TW0055.The horizontal coordinates were scaled from a topographic map and have
 TW0055.an estimated accuracy of +/- 6 seconds.
 TW0055
 TW0055.The orthometric height was key entered from printed documents
 TW0055.and not key verified.
 TW0055
 TW0055.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0055.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0055
 TW0055                          SUPERSEDED SURVEY CONTROL
 TW0055
 TW0055.No superseded survey control is available for this station.
 TW0055
 TW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ517903(NAD 83)
 TW0055_MARKER: Z = SEE DESCRIPTION
 TW0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0055_STAMPING: MD 44
 TW0055_MARK LOGO: NONE  
 TW0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0055+STABILITY: SURFACE MOTION
 TW0055
 TW0055  HISTORY     - Date     Condition        Report By
 TW0055  HISTORY     - 1963     MONUMENTED       USN
 TW0055  HISTORY     - 1963     GOOD             USN
 TW0055
 TW0055                          STATION DESCRIPTION
 TW0055
 TW0055'DESCRIBED BY US NAVY 1963
 TW0055'NO DESCRIPTION SUMBMITTED.
 TW0055
 TW0055                          STATION RECOVERY (1963)
 TW0055
 TW0055'RECOVERY NOTE BY US NAVY 1963
 TW0055'0.8 MILE NORTH OF PITI AND 0.6 MILE WEST OF ASAN ON THE NORTH SIDE OF
 TW0055'MARINE DRIVE, 64 FEET NORTH EAST OF GUY POLE FOR POWER POLE, 27 FEET
 TW0055'NORTH WEST OF THE CENTER LINE OF MARINE DRIVE AND 35 FEET EAST OF
 TW0055'GUARD RAIL.
 TW0055' 
 TW0055'THE MARK IS 4 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0056 ***********************************************************************
 TW0056  DESIGNATION -  MD 48
 TW0056  PID         -  TW0056
 TW0056  STATE/COUNTY-  GU/GUAM
 TW0056  USGS QUAD   -  AGANA (1968)
 TW0056
 TW0056                         *CURRENT SURVEY CONTROL
 TW0056  ___________________________________________________________________
 TW0056* NAD 83(1986)-  13 28 23.     (N)    215 17 08.     (W)     SCALED    
 TW0056* GUVD63      -         3.853  (meters)      12.64   (feet)  ADJ UNCH  
 TW0056  ___________________________________________________________________
 TW0056  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0056
 TW0056  VERT ORDER  -  FIRST     CLASS II
 TW0056
 TW0056.The horizontal coordinates were scaled from a topographic map and have
 TW0056.an estimated accuracy of +/- 6 seconds.
 TW0056
 TW0056.The orthometric height was key entered from printed documents
 TW0056.and not key verified.
 TW0056
 TW0056.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0056.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0056
 TW0056                          SUPERSEDED SURVEY CONTROL
 TW0056
 TW0056.No superseded survey control is available for this station.
 TW0056
 TW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ525906(NAD 83)
 TW0056_MARKER: Z = SEE DESCRIPTION
 TW0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0056_STAMPING: MD 48
 TW0056_MARK LOGO: NONE  
 TW0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0056+STABILITY: SURFACE MOTION
 TW0056
 TW0056  HISTORY     - Date     Condition        Report By
 TW0056  HISTORY     - 1963     MONUMENTED       USN
 TW0056  HISTORY     - 1963     GOOD             USN
 TW0056
 TW0056                          STATION DESCRIPTION
 TW0056
 TW0056'DESCRIBED BY US NAVY 1963
 TW0056'NO DESCRIPTION SUMBMITTED.
 TW0056
 TW0056                          STATION RECOVERY (1963)
 TW0056
 TW0056'RECOVERY NOTE BY US NAVY 1963
 TW0056'IN THE VILLAGE OF ASAN, 52 FEET SOUTH EAST OF GUY POLE FOR POWER POLE,
 TW0056'27 FEET NORTH OF THE CENTER LINE OF MARINE DRIVE AND 6 FEET EAST OF
 TW0056'THE CENTER OF MAN HOLE COVER.
 TW0056' 
 TW0056'THE MARK IS 5 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0057 ***********************************************************************
 TW0057  DESIGNATION -  MD 52
 TW0057  PID         -  TW0057
 TW0057  STATE/COUNTY-  GU/GUAM
 TW0057  USGS QUAD   -  AGANA (1968)
 TW0057
 TW0057                         *CURRENT SURVEY CONTROL
 TW0057  ___________________________________________________________________
 TW0057* NAD 83(1986)-  13 28 35.     (N)    215 16 39.     (W)     SCALED    
 TW0057* GUVD63      -         5.222  (meters)      17.13   (feet)  ADJ UNCH  
 TW0057  ___________________________________________________________________
 TW0057  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0057
 TW0057  VERT ORDER  -  FIRST     CLASS II
 TW0057
 TW0057.The horizontal coordinates were scaled from a topographic map and have
 TW0057.an estimated accuracy of +/- 6 seconds.
 TW0057
 TW0057.The orthometric height was key entered from printed documents
 TW0057.and not key verified.
 TW0057
 TW0057.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0057.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0057
 TW0057                          SUPERSEDED SURVEY CONTROL
 TW0057
 TW0057.No superseded survey control is available for this station.
 TW0057
 TW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ534909(NAD 83)
 TW0057_MARKER: Z = SEE DESCRIPTION
 TW0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0057_STAMPING: MD 52
 TW0057_MARK LOGO: NONE  
 TW0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0057+STABILITY: SURFACE MOTION
 TW0057
 TW0057  HISTORY     - Date     Condition        Report By
 TW0057  HISTORY     - 1963     MONUMENTED       USN
 TW0057  HISTORY     - 1963     GOOD             USN
 TW0057
 TW0057                          STATION DESCRIPTION
 TW0057
 TW0057'DESCRIBED BY US NAVY 1963
 TW0057'NO DESCRIPTION SUMBMITTED.
 TW0057
 TW0057                          STATION RECOVERY (1963)
 TW0057
 TW0057'RECOVERY NOTE BY US NAVY 1963
 TW0057'0.4 MILE NORTH EAST OF ASAN ON MARINE DRIVE, 30 FEET EAST OF NORTH END
 TW0057'OF GUARD RAIL.  27 FEET NORTH WEST OF CENTER LINE OF MARINE DRIVE AND
 TW0057'6 FEET NORTH EAST OF CENTER OF MAN HOLE COVER.
 TW0057' 
 TW0057'THE MARK IS 5 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0058 ***********************************************************************
 TW0058  DESIGNATION -  MD 57
 TW0058  PID         -  TW0058
 TW0058  STATE/COUNTY-  GU/GUAM
 TW0058  USGS QUAD   -  AGANA (1968)
 TW0058
 TW0058                         *CURRENT SURVEY CONTROL
 TW0058  ___________________________________________________________________
 TW0058* NAD 83(1986)-  13 28 41.     (N)    215 16 03.     (W)     SCALED    
 TW0058* GUVD63      -         3.475  (meters)      11.40   (feet)  ADJ UNCH  
 TW0058  ___________________________________________________________________
 TW0058  GEOID HEIGHT-          54.72  (meters)                     EGM96
 TW0058
 TW0058  VERT ORDER  -  FIRST     CLASS II
 TW0058
 TW0058.The horizontal coordinates were scaled from a topographic map and have
 TW0058.an estimated accuracy of +/- 6 seconds.
 TW0058
 TW0058.The orthometric height was key entered from printed documents
 TW0058.and not key verified.
 TW0058
 TW0058.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0058.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0058
 TW0058                          SUPERSEDED SURVEY CONTROL
 TW0058
 TW0058.No superseded survey control is available for this station.
 TW0058
 TW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ545911(NAD 83)
 TW0058_MARKER: Z = SEE DESCRIPTION
 TW0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0058_STAMPING: MD 57
 TW0058_MARK LOGO: NONE  
 TW0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0058+STABILITY: SURFACE MOTION
 TW0058
 TW0058  HISTORY     - Date     Condition        Report By
 TW0058  HISTORY     - 1963     MONUMENTED       USN
 TW0058  HISTORY     - 1963     GOOD             USN
 TW0058
 TW0058                          STATION DESCRIPTION
 TW0058
 TW0058'DESCRIBED BY US NAVY 1963
 TW0058'NO DESCRIPTION SUMBMITTED.
 TW0058
 TW0058                          STATION RECOVERY (1963)
 TW0058
 TW0058'RECOVERY NOTE BY US NAVY 1963
 TW0058'ON THE WEST EDGE OF THE VILLAGE OF ANTIGUA, 27 FEET NORTH OF CENTER
 TW0058'LINE OF MARINE DRIVE, 10 FEET SOUTH EAST OF CENTER OF WATER VALVE
 TW0058'COVER AND 6 FEET EAST OF CENTER OF MAN HOLE COVER.
 TW0058' 
 TW0058'THE MARK IS 5 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0059 ***********************************************************************
 TW0059  DESIGNATION -  MD 60
 TW0059  PID         -  TW0059
 TW0059  STATE/COUNTY-  GU/GUAM
 TW0059  USGS QUAD   -  AGANA (1968)
 TW0059
 TW0059                         *CURRENT SURVEY CONTROL
 TW0059  ___________________________________________________________________
 TW0059* NAD 83(1986)-  13 28 40.     (N)    215 15 39.     (W)     SCALED    
 TW0059* GUVD63      -         2.340  (meters)       7.68   (feet)  ADJ UNCH  
 TW0059  ___________________________________________________________________
 TW0059  GEOID HEIGHT-          54.71  (meters)                     EGM96
 TW0059
 TW0059  VERT ORDER  -  FIRST     CLASS II
 TW0059
 TW0059.The horizontal coordinates were scaled from a topographic map and have
 TW0059.an estimated accuracy of +/- 6 seconds.
 TW0059
 TW0059.The orthometric height was key entered from printed documents
 TW0059.and not key verified.
 TW0059
 TW0059.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0059.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0059
 TW0059                          SUPERSEDED SURVEY CONTROL
 TW0059
 TW0059.No superseded survey control is available for this station.
 TW0059
 TW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ552910(NAD 83)
 TW0059_MARKER: Z = SEE DESCRIPTION
 TW0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0059_STAMPING: MD 60
 TW0059_MARK LOGO: NONE  
 TW0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0059+STABILITY: SURFACE MOTION
 TW0059
 TW0059  HISTORY     - Date     Condition        Report By
 TW0059  HISTORY     - 1963     MONUMENTED       USN
 TW0059  HISTORY     - 1963     GOOD             USN
 TW0059
 TW0059                          STATION DESCRIPTION
 TW0059
 TW0059'DESCRIBED BY US NAVY 1963
 TW0059'NO DESCRIPTION SUMBMITTED.
 TW0059
 TW0059                          STATION RECOVERY (1963)
 TW0059
 TW0059'RECOVERY NOTE BY US NAVY 1963
 TW0059'IN THE VILLAGE OF INIGUA, 54 FEET EAST OF DAIRY QUEEN SIGN, 27 FEET
 TW0059'NORTH OF THE CENTERLINE OF MARINE DRIVE AND 6 FEET EAST OF THE CENTER
 TW0059'OF A MAN HOLE COVER.
 TW0059' 
 TW0059'THE MARK IS 5 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0060 ***********************************************************************
 TW0060  DESIGNATION -  MD 63
 TW0060  PID         -  TW0060
 TW0060  STATE/COUNTY-  GU/GUAM
 TW0060  USGS QUAD   -  AGANA (1968)
 TW0060
 TW0060                         *CURRENT SURVEY CONTROL
 TW0060  ___________________________________________________________________
 TW0060* NAD 83(1986)-  13 28 38.     (N)    215 15 10.     (W)     SCALED    
 TW0060* GUVD63      -         2.124  (meters)       6.97   (feet)  ADJ UNCH  
 TW0060  ___________________________________________________________________
 TW0060  GEOID HEIGHT-          54.69  (meters)                     EGM96
 TW0060
 TW0060  VERT ORDER  -  FIRST     CLASS II
 TW0060
 TW0060.The horizontal coordinates were scaled from a topographic map and have
 TW0060.an estimated accuracy of +/- 6 seconds.
 TW0060
 TW0060.The orthometric height was key entered from printed documents
 TW0060.and not key verified.
 TW0060
 TW0060.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0060.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0060
 TW0060                          SUPERSEDED SURVEY CONTROL
 TW0060
 TW0060.No superseded survey control is available for this station.
 TW0060
 TW0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ561910(NAD 83)
 TW0060_MARKER: Z = SEE DESCRIPTION
 TW0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0060_STAMPING: MD 63
 TW0060_MARK LOGO: NONE  
 TW0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0060+STABILITY: SURFACE MOTION
 TW0060
 TW0060  HISTORY     - Date     Condition        Report By
 TW0060  HISTORY     - 1963     MONUMENTED       USN
 TW0060  HISTORY     - 1963     GOOD             USN
 TW0060
 TW0060                          STATION DESCRIPTION
 TW0060
 TW0060'DESCRIBED BY US NAVY 1963
 TW0060'NO DESCRIPTION SUMBMITTED.
 TW0060
 TW0060                          STATION RECOVERY (1963)
 TW0060
 TW0060'RECOVERY NOTE BY US NAVY 1963
 TW0060'IN THE WEST EDGE OF AGANA, 32 FEET NORTH OF THE CENTERLINE OF MARINE
 TW0060'DRIVE, 8 FEET SOUTH EAST OF A WATER VALVE COVER AND 6 FEET EAST OF THE
 TW0060'CENTER OF A MAN HOLE COVER.
 TW0060' 
 TW0060'THE MARK IS 5 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0066 ***********************************************************************
 TW0066  DESIGNATION -  MD 67
 TW0066  PID         -  TW0066
 TW0066  STATE/COUNTY-  GU/GUAM
 TW0066  USGS QUAD   -  AGANA (1968)
 TW0066
 TW0066                         *CURRENT SURVEY CONTROL
 TW0066  ___________________________________________________________________
 TW0066* NAD 83(1986)-  13 28 37.     (N)    215 14 26.     (W)     SCALED    
 TW0066* GUVD63      -         2.763  (meters)       9.06   (feet)  ADJ UNCH  
 TW0066  ___________________________________________________________________
 TW0066  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0066
 TW0066  VERT ORDER  -  FIRST     CLASS II
 TW0066
 TW0066.The horizontal coordinates were scaled from a topographic map and have
 TW0066.an estimated accuracy of +/- 6 seconds.
 TW0066
 TW0066.The orthometric height was key entered from printed documents
 TW0066.and not key verified.
 TW0066
 TW0066.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0066.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0066
 TW0066                          SUPERSEDED SURVEY CONTROL
 TW0066
 TW0066.No superseded survey control is available for this station.
 TW0066
 TW0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ574909(NAD 83)
 TW0066_MARKER: Z = SEE DESCRIPTION
 TW0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0066_STAMPING: MD 67
 TW0066_MARK LOGO: NONE  
 TW0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0066+STABILITY: SURFACE MOTION
 TW0066
 TW0066  HISTORY     - Date     Condition        Report By
 TW0066  HISTORY     - 1963     MONUMENTED       USN
 TW0066  HISTORY     - 1963     GOOD             USN
 TW0066
 TW0066                          STATION DESCRIPTION
 TW0066
 TW0066'DESCRIBED BY US NAVY 1963
 TW0066'NO DESCRIPTION SUMBMITTED.
 TW0066
 TW0066                          STATION RECOVERY (1963)
 TW0066
 TW0066'RECOVERY NOTE BY US NAVY 1963
 TW0066'IN EAST AGANA, 77 FEET NORTH WEST OF POWER POLE NO A-377-7, 30 FEET
 TW0066'NORTH OF A POWER POLE, 0.3 MILE EAST ON HIGHWAY 1 FROM JUNCTION OF
 TW0066'HIGHWAY 1 AND HIGHWAY 4, ON THE SOUTH SIDE OF MARINE DRIVE, THE MARK
 TW0066'IS 6 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0048 ***********************************************************************
 TW0048  DESIGNATION -  MD 7
 TW0048  PID         -  TW0048
 TW0048  STATE/COUNTY-  GU/GUAM
 TW0048  USGS QUAD   -  AGAT (1975)
 TW0048
 TW0048                         *CURRENT SURVEY CONTROL
 TW0048  ___________________________________________________________________
 TW0048* NAD 83(1986)-  13 25 02.     (N)    215 20 06.     (W)     SCALED    
 TW0048* GUVD63      -         6.923  (meters)      22.71   (feet)  ADJ UNCH  
 TW0048  ___________________________________________________________________
 TW0048  GEOID HEIGHT-          54.53  (meters)                     EGM96
 TW0048
 TW0048  VERT ORDER  -  FIRST     CLASS II
 TW0048
 TW0048.The horizontal coordinates were scaled from a topographic map and have
 TW0048.an estimated accuracy of +/- 6 seconds.
 TW0048
 TW0048.The orthometric height was key entered from printed documents
 TW0048.and not key verified.
 TW0048
 TW0048.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0048.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0048
 TW0048                          SUPERSEDED SURVEY CONTROL
 TW0048
 TW0048.No superseded survey control is available for this station.
 TW0048
 TW0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ471844(NAD 83)
 TW0048_MARKER: Z = SEE DESCRIPTION
 TW0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0048_STAMPING: MD 7
 TW0048_MARK LOGO: NONE  
 TW0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0048+STABILITY: SURFACE MOTION
 TW0048
 TW0048  HISTORY     - Date     Condition        Report By
 TW0048  HISTORY     - 1963     MONUMENTED       USN
 TW0048  HISTORY     - 1963     GOOD             USN
 TW0048
 TW0048                          STATION DESCRIPTION
 TW0048
 TW0048'DESCRIBED BY US NAVY 1963
 TW0048'NO DESCRIPTION SUMBMITTED.
 TW0048
 TW0048                          STATION RECOVERY (1963)
 TW0048
 TW0048'RECOVERY NOTE BY US NAVY 1963
 TW0048'0.8 SOUTH OF THE JUNCTION OF HIGHWAYS 1 AND 2A ON HIGHWAY 1, 54 FEET
 TW0048'SOUTHWEST OF A POWER LINE POLE, 32 FEET SOUTHEAST OF A POWER LINE
 TW0048'POLE, 24 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 TW0048' 
 TW0048'THE MARK IS A COPPER PLATE AND BOLT, SET IN A CONCRETE POST 4 INCHES
 TW0048'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0067 ***********************************************************************
 TW0067  DESIGNATION -  MD 70
 TW0067  PID         -  TW0067
 TW0067  STATE/COUNTY-  GU/GUAM
 TW0067  USGS QUAD   -  AGANA (1968)
 TW0067
 TW0067                         *CURRENT SURVEY CONTROL
 TW0067  ___________________________________________________________________
 TW0067* NAD 83(1986)-  13 28 46.     (N)    215 13 59.     (W)     SCALED    
 TW0067* GUVD63      -         2.413  (meters)       7.92   (feet)  ADJ UNCH  
 TW0067  ___________________________________________________________________
 TW0067  GEOID HEIGHT-          54.65  (meters)                     EGM96
 TW0067
 TW0067  VERT ORDER  -  FIRST     CLASS II
 TW0067
 TW0067.The horizontal coordinates were scaled from a topographic map and have
 TW0067.an estimated accuracy of +/- 6 seconds.
 TW0067
 TW0067.The orthometric height was key entered from printed documents
 TW0067.and not key verified.
 TW0067
 TW0067.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0067.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0067
 TW0067                          SUPERSEDED SURVEY CONTROL
 TW0067
 TW0067.No superseded survey control is available for this station.
 TW0067
 TW0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ582912(NAD 83)
 TW0067_MARKER: Z = SEE DESCRIPTION
 TW0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0067_STAMPING: MD 70
 TW0067_MARK LOGO: NONE  
 TW0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0067+STABILITY: SURFACE MOTION
 TW0067
 TW0067  HISTORY     - Date     Condition        Report By
 TW0067  HISTORY     - 1963     MONUMENTED       USN
 TW0067  HISTORY     - 1963     GOOD             USN
 TW0067
 TW0067                          STATION DESCRIPTION
 TW0067
 TW0067'DESCRIBED BY US NAVY 1963
 TW0067'NO DESCRIPTION SUMBMITTED.
 TW0067
 TW0067                          STATION RECOVERY (1963)
 TW0067
 TW0067'RECOVERY NOTE BY US NAVY 1963
 TW0067'IN EAST AGANA ON THE SOUTH SIDE OF MARINE DRIVE, 108 FEET NORTHEAST OF
 TW0067'POWRE POLE, 75 FEET NORTH WEST OF POWRE POLE NO A 387 C-78-1 AND 6
 TW0067'FEET EAST OF CENTER OF MAN HOLE COVER.
 TW0067' 
 TW0067'THE MARK IS 4 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0068 ***********************************************************************
 TW0068  DESIGNATION -  MD 73
 TW0068  PID         -  TW0068
 TW0068  STATE/COUNTY-  GU/GUAM
 TW0068  USGS QUAD   -  AGANA (1968)
 TW0068
 TW0068                         *CURRENT SURVEY CONTROL
 TW0068  ___________________________________________________________________
 TW0068* NAD 83(1986)-  13 29 00.     (N)    215 13 39.     (W)     SCALED    
 TW0068* GUVD63      -         2.292  (meters)       7.52   (feet)  ADJ UNCH  
 TW0068  ___________________________________________________________________
 TW0068  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0068
 TW0068  VERT ORDER  -  FIRST     CLASS II
 TW0068
 TW0068.The horizontal coordinates were scaled from a topographic map and have
 TW0068.an estimated accuracy of +/- 6 seconds.
 TW0068
 TW0068.The orthometric height was key entered from printed documents
 TW0068.and not key verified.
 TW0068
 TW0068.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0068.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0068
 TW0068                          SUPERSEDED SURVEY CONTROL
 TW0068
 TW0068.No superseded survey control is available for this station.
 TW0068
 TW0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ588916(NAD 83)
 TW0068_MARKER: Z = SEE DESCRIPTION
 TW0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0068_STAMPING: MD 73
 TW0068_MARK LOGO: NONE  
 TW0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0068+STABILITY: SURFACE MOTION
 TW0068
 TW0068  HISTORY     - Date     Condition        Report By
 TW0068  HISTORY     - 1963     MONUMENTED       USN
 TW0068  HISTORY     - 1963     GOOD             USN
 TW0068
 TW0068                          STATION DESCRIPTION
 TW0068
 TW0068'DESCRIBED BY US NAVY 1963
 TW0068'NO DESCRIPTION SUMBMITTED.
 TW0068
 TW0068                          STATION RECOVERY (1963)
 TW0068
 TW0068'RECOVERY NOTE BY US NAVY 1963
 TW0068'1.3 MILES EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS 1 AND 4
 TW0068'IN AGANA, 18 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 24 FEET NORTH OF
 TW0068'POWER POLE NO A328-67 AND 68 FEET NORTHEAST OF THE NORTHWEST POST OF
 TW0068'THE GUAM TIRE CO BUILDING.
 TW0068' 
 TW0068'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 5 INCHES
 TW0068'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0069 ***********************************************************************
 TW0069  DESIGNATION -  MD 77
 TW0069  PID         -  TW0069
 TW0069  STATE/COUNTY-  GU/GUAM
 TW0069  USGS QUAD   -  AGANA (1968)
 TW0069
 TW0069                         *CURRENT SURVEY CONTROL
 TW0069  ___________________________________________________________________
 TW0069* NAD 83(1986)-  13 29 10.     (N)    215 13 06.     (W)     SCALED    
 TW0069* GUVD63      -        12.751  (meters)      41.83   (feet)  ADJ UNCH  
 TW0069  ___________________________________________________________________
 TW0069  GEOID HEIGHT-          54.65  (meters)                     EGM96
 TW0069
 TW0069  VERT ORDER  -  FIRST     CLASS II
 TW0069
 TW0069.The horizontal coordinates were scaled from a topographic map and have
 TW0069.an estimated accuracy of +/- 6 seconds.
 TW0069
 TW0069.The orthometric height was key entered from printed documents
 TW0069.and not key verified.
 TW0069
 TW0069.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0069.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0069
 TW0069                          SUPERSEDED SURVEY CONTROL
 TW0069
 TW0069.No superseded survey control is available for this station.
 TW0069
 TW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ598919(NAD 83)
 TW0069_MARKER: Z = SEE DESCRIPTION
 TW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0069_STAMPING: MD 77
 TW0069_MARK LOGO: NONE  
 TW0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0069+STABILITY: SURFACE MOTION
 TW0069
 TW0069  HISTORY     - Date     Condition        Report By
 TW0069  HISTORY     - 1963     MONUMENTED       USN
 TW0069  HISTORY     - 1963     GOOD             USN
 TW0069
 TW0069                          STATION DESCRIPTION
 TW0069
 TW0069'DESCRIBED BY US NAVY 1963
 TW0069'NO DESCRIPTION SUMBMITTED.
 TW0069
 TW0069                          STATION RECOVERY (1963)
 TW0069
 TW0069'RECOVERY NOTE BY US NAVY 1963
 TW0069'1.9 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAY
 TW0069'1 AND 4 IN AGANA, 32 FEET WEST OF A POWER POLE 19 FEET EAST OF THE
 TW0069'CENTER LINE OF MARINE DRIVE (HIGHWAY 1), 1.5 FEET NORTH OF THE NORTH
 TW0069'END OF A MANHOLE.
 TW0069' 
 TW0069'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 6 INCHES
 TW0069'BELOW THE SURFACE OF PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0070 ***********************************************************************
 TW0070  DESIGNATION -  MD 80
 TW0070  PID         -  TW0070
 TW0070  STATE/COUNTY-  GU/GUAM
 TW0070  USGS QUAD   -  AGANA (1968)
 TW0070
 TW0070                         *CURRENT SURVEY CONTROL
 TW0070  ___________________________________________________________________
 TW0070* NAD 83(1986)-  13 29 23.     (N)    215 12 42.     (W)     SCALED    
 TW0070* GUVD63      -        24.751  (meters)      81.20   (feet)  ADJ UNCH  
 TW0070  ___________________________________________________________________
 TW0070  GEOID HEIGHT-          54.65  (meters)                     EGM96
 TW0070
 TW0070  VERT ORDER  -  FIRST     CLASS II
 TW0070
 TW0070.The horizontal coordinates were scaled from a topographic map and have
 TW0070.an estimated accuracy of +/- 6 seconds.
 TW0070
 TW0070.The orthometric height was key entered from printed documents
 TW0070.and not key verified.
 TW0070
 TW0070.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0070.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0070
 TW0070                          SUPERSEDED SURVEY CONTROL
 TW0070
 TW0070.No superseded survey control is available for this station.
 TW0070
 TW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ605923(NAD 83)
 TW0070_MARKER: Z = SEE DESCRIPTION
 TW0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0070_STAMPING: MD 80
 TW0070_MARK LOGO: NONE  
 TW0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0070+STABILITY: SURFACE MOTION
 TW0070
 TW0070  HISTORY     - Date     Condition        Report By
 TW0070  HISTORY     - 1963     MONUMENTED       USN
 TW0070  HISTORY     - 1963     GOOD             USN
 TW0070
 TW0070                          STATION DESCRIPTION
 TW0070
 TW0070'DESCRIBED BY US NAVY 1963
 TW0070'NO DESCRIPTION SUMBMITTED.
 TW0070
 TW0070                          STATION RECOVERY (1963)
 TW0070
 TW0070'RECOVERY NOTE BY US NAVY 1963
 TW0070'2.45 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF
 TW0070'HIGHWAYS 1 AND 4 IN AGANA, 42 FEET NORTH OF THE CENTER OF A GRAVEL
 TW0070'ROAD, 21.5 FEET EAST OF THE CENTER LINE OF HIGHWAY 1 AND 17 FEET WEST
 TW0070'OF A POWER POLE.
 TW0070' 
 TW0070'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 3 INCHES
 TW0070'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0071 ***********************************************************************
 TW0071  DESIGNATION -  MD 85
 TW0071  PID         -  TW0071
 TW0071  STATE/COUNTY-  GU/GUAM
 TW0071  USGS QUAD   -  AGANA (1968)
 TW0071
 TW0071                         *CURRENT SURVEY CONTROL
 TW0071  ___________________________________________________________________
 TW0071* NAD 83(1986)-  13 29 42.     (N)    215 12 20.     (W)     SCALED    
 TW0071* GUVD63      -        36.037  (meters)     118.23   (feet)  ADJ UNCH  
 TW0071  ___________________________________________________________________
 TW0071  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0071
 TW0071  VERT ORDER  -  FIRST     CLASS II
 TW0071
 TW0071.The horizontal coordinates were scaled from a topographic map and have
 TW0071.an estimated accuracy of +/- 6 seconds.
 TW0071
 TW0071.The orthometric height was key entered from printed documents
 TW0071.and not key verified.
 TW0071
 TW0071.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0071.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0071
 TW0071                          SUPERSEDED SURVEY CONTROL
 TW0071
 TW0071.No superseded survey control is available for this station.
 TW0071
 TW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ612929(NAD 83)
 TW0071_MARKER: Z = SEE DESCRIPTION
 TW0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0071_STAMPING: MD 85
 TW0071_MARK LOGO: NONE  
 TW0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0071+STABILITY: SURFACE MOTION
 TW0071
 TW0071  HISTORY     - Date     Condition        Report By
 TW0071  HISTORY     - 1963     MONUMENTED       USN
 TW0071  HISTORY     - 1963     GOOD             USN
 TW0071
 TW0071                          STATION DESCRIPTION
 TW0071
 TW0071'DESCRIBED BY US NAVY 1963
 TW0071'NO DESCRIPTION SUMBMITTED.
 TW0071
 TW0071                          STATION RECOVERY (1963)
 TW0071
 TW0071'RECOVERY NOTE BY US NAVY 1963
 TW0071'3.0 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0071'1 AND 4 IN AGANA, 30.5 FEET NORTHWEST OF A POWER POLE 19 FEET WEST OF
 TW0071'THE CENTER LINE OF HIGHWAY 1 AND 1 FOOT NORTH OF A MANHOLE COVER.
 TW0071' 
 TW0071'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 3 INCHES
 TW0071'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0072 ***********************************************************************
 TW0072  DESIGNATION -  MD 87
 TW0072  PID         -  TW0072
 TW0072  STATE/COUNTY-  GU/GUAM
 TW0072  USGS QUAD   -  AGANA (1968)
 TW0072
 TW0072                         *CURRENT SURVEY CONTROL
 TW0072  ___________________________________________________________________
 TW0072* NAD 83(1986)-  13 29 51.     (N)    215 12 13.     (W)     SCALED    
 TW0072* GUVD63      -        28.569  (meters)      93.73   (feet)  ADJ UNCH  
 TW0072  ___________________________________________________________________
 TW0072  GEOID HEIGHT-          54.67  (meters)                     EGM96
 TW0072
 TW0072  VERT ORDER  -  FIRST     CLASS II
 TW0072
 TW0072.The horizontal coordinates were scaled from a topographic map and have
 TW0072.an estimated accuracy of +/- 6 seconds.
 TW0072
 TW0072.The orthometric height was key entered from printed documents
 TW0072.and not key verified.
 TW0072
 TW0072.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0072.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0072
 TW0072                          SUPERSEDED SURVEY CONTROL
 TW0072
 TW0072.No superseded survey control is available for this station.
 TW0072
 TW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ614932(NAD 83)
 TW0072_MARKER: Z = SEE DESCRIPTION
 TW0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0072_STAMPING: MD 87
 TW0072_MARK LOGO: NONE  
 TW0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0072+STABILITY: SURFACE MOTION
 TW0072
 TW0072  HISTORY     - Date     Condition        Report By
 TW0072  HISTORY     - 1963     MONUMENTED       USN
 TW0072  HISTORY     - 1963     GOOD             USN
 TW0072
 TW0072                          STATION DESCRIPTION
 TW0072
 TW0072'DESCRIBED BY US NAVY 1963
 TW0072'NO DESCRIPTION SUMBMITTED.
 TW0072
 TW0072                          STATION RECOVERY (1963)
 TW0072
 TW0072'RECOVERY NOTE BY US NAVY 1963
 TW0072'3.25 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF
 TW0072'HIGHWAYS 1 AND 4 IN AGANA, 21 FEET WEST OF THE CENTER LINE OF THE
 TW0072'HIGHWAY, 41 FEET EAST OF A BURIED CABLE MARKER AND 1 FOOT NORTH OF THE
 TW0072'END OF A MANHOLE.
 TW0072' 
 TW0072'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 3 INCHES
 TW0072'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0073 ***********************************************************************
 TW0073  DESIGNATION -  MD 90
 TW0073  PID         -  TW0073
 TW0073  STATE/COUNTY-  GU/GUAM
 TW0073  USGS QUAD   -  AGANA (1968)
 TW0073
 TW0073                         *CURRENT SURVEY CONTROL
 TW0073  ___________________________________________________________________
 TW0073* NAD 83(1986)-  13 30 08.     (N)    215 12 00.     (W)     SCALED    
 TW0073* GUVD63      -        41.722  (meters)     136.88   (feet)  ADJ UNCH  
 TW0073  ___________________________________________________________________
 TW0073  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0073
 TW0073  VERT ORDER  -  FIRST     CLASS II
 TW0073
 TW0073.The horizontal coordinates were scaled from a topographic map and have
 TW0073.an estimated accuracy of +/- 6 seconds.
 TW0073
 TW0073.The orthometric height was key entered from printed documents
 TW0073.and not key verified.
 TW0073
 TW0073.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0073.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0073
 TW0073                          SUPERSEDED SURVEY CONTROL
 TW0073
 TW0073.No superseded survey control is available for this station.
 TW0073
 TW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ618937(NAD 83)
 TW0073_MARKER: Z = SEE DESCRIPTION
 TW0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0073_STAMPING: MD 90
 TW0073_MARK LOGO: NONE  
 TW0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0073+STABILITY: SURFACE MOTION
 TW0073
 TW0073  HISTORY     - Date     Condition        Report By
 TW0073  HISTORY     - 1963     MONUMENTED       USN
 TW0073  HISTORY     - 1963     GOOD             USN
 TW0073
 TW0073                          STATION DESCRIPTION
 TW0073
 TW0073'DESCRIBED BY US NAVY 1963
 TW0073'NO DESCRIPTION SUMBMITTED.
 TW0073
 TW0073                          STATION RECOVERY (1963)
 TW0073
 TW0073'RECOVERY NOTE BY US NAVY 1963
 TW0073'3.6 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0073'1 AND 4, IN AGANA, 20.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1
 TW0073'FOOT NORTH OF THE NORTH END OF A MANHOLE AND 54.5 FEET SOUTHEAST OF A
 TW0073'POWER POLE.
 TW0073' 
 TW0073'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 3 INCHES
 TW0073'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0074 ***********************************************************************
 TW0074  DESIGNATION -  MD 94
 TW0074  PID         -  TW0074
 TW0074  STATE/COUNTY-  GU/GUAM
 TW0074  USGS QUAD   -  DEDEDO (1975)
 TW0074
 TW0074                         *CURRENT SURVEY CONTROL
 TW0074  ___________________________________________________________________
 TW0074* NAD 83(1986)-  13 30 17.     (N)    215 11 34.     (W)     SCALED    
 TW0074* GUVD63      -        49.453  (meters)     162.25   (feet)  ADJ UNCH  
 TW0074  ___________________________________________________________________
 TW0074  GEOID HEIGHT-          54.67  (meters)                     EGM96
 TW0074
 TW0074  VERT ORDER  -  FIRST     CLASS II
 TW0074
 TW0074.The horizontal coordinates were scaled from a topographic map and have
 TW0074.an estimated accuracy of +/- 6 seconds.
 TW0074
 TW0074.The orthometric height was key entered from printed documents
 TW0074.and not key verified.
 TW0074
 TW0074.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0074.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0074
 TW0074                          SUPERSEDED SURVEY CONTROL
 TW0074
 TW0074.No superseded survey control is available for this station.
 TW0074
 TW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ626940(NAD 83)
 TW0074_MARKER: Z = SEE DESCRIPTION
 TW0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0074_STAMPING: MD 94
 TW0074_MARK LOGO: NONE  
 TW0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0074+STABILITY: SURFACE MOTION
 TW0074
 TW0074  HISTORY     - Date     Condition        Report By
 TW0074  HISTORY     - 1963     MONUMENTED       USN
 TW0074  HISTORY     - 1963     GOOD             USN
 TW0074
 TW0074                          STATION DESCRIPTION
 TW0074
 TW0074'DESCRIBED BY US NAVY 1963
 TW0074'NO DESCRIPTION SUMBMITTED.
 TW0074
 TW0074                          STATION RECOVERY (1963)
 TW0074
 TW0074'RECOVERY NOTE BY US NAVY 1963
 TW0074'4.1 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF HIGHWAYS
 TW0074'1 AND 4 IN AGANA, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36.5
 TW0074'FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD AND 1.5 FEET NORTH
 TW0074'OF THE NORTH END OF A MANHOLE COVER.
 TW0074' 
 TW0074'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 3 INCHES
 TW0074'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0075 ***********************************************************************
 TW0075  DESIGNATION -  MD 97
 TW0075  PID         -  TW0075
 TW0075  STATE/COUNTY-  GU/GUAM
 TW0075  USGS QUAD   -  DEDEDO (1975)
 TW0075
 TW0075                         *CURRENT SURVEY CONTROL
 TW0075  ___________________________________________________________________
 TW0075* NAD 83(1986)-  13 30 32.     (N)    215 11 24.     (W)     SCALED    
 TW0075* GUVD63      -        59.855  (meters)     196.37   (feet)  ADJ UNCH  
 TW0075  ___________________________________________________________________
 TW0075  GEOID HEIGHT-          54.69  (meters)                     EGM96
 TW0075
 TW0075  VERT ORDER  -  FIRST     CLASS II
 TW0075
 TW0075.The horizontal coordinates were scaled from a topographic map and have
 TW0075.an estimated accuracy of +/- 6 seconds.
 TW0075
 TW0075.The orthometric height was key entered from printed documents
 TW0075.and not key verified.
 TW0075
 TW0075.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0075.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0075
 TW0075                          SUPERSEDED SURVEY CONTROL
 TW0075
 TW0075.No superseded survey control is available for this station.
 TW0075
 TW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ629944(NAD 83)
 TW0075_MARKER: Z = SEE DESCRIPTION
 TW0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0075_STAMPING: MD 97
 TW0075_MARK LOGO: NONE  
 TW0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0075+STABILITY: SURFACE MOTION
 TW0075
 TW0075  HISTORY     - Date     Condition        Report By
 TW0075  HISTORY     - 1963     MONUMENTED       USN
 TW0075  HISTORY     - 1963     GOOD             USN
 TW0075
 TW0075                          STATION DESCRIPTION
 TW0075
 TW0075'DESCRIBED BY US NAVY 1963
 TW0075'NO DESCRIPTION SUMBMITTED.
 TW0075
 TW0075                          STATION RECOVERY (1963)
 TW0075
 TW0075'RECOVERY NOTE BY US NAVY 1963
 TW0075'4.45 MILES NORTH AND EAST ALONG HIGHWAY 1 FROM THE JUNCTION OF
 TW0075'HIGHWAYS 1 AND 4 IN AGANA, 20.5 FEET WEST OF THE CENTER LINE OF THE
 TW0075'HIGHWAY, 4.5 FEET NORTHEAST OF A POWER POLE AND 1 FOOT NORTH OF THE
 TW0075'NORTH END OF A MANHOLE.
 TW0075' 
 TW0075'THE MARK IS A BRASS SHELL CASING, SET IN A CONCRETE POST 3 INCHES
 TW0075'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0440 ***********************************************************************
 TW0440  DESIGNATION -  MERCY GG
 TW0440  PID         -  TW0440
 TW0440  STATE/COUNTY-  GU/
 TW0440  USGS QUAD   -  AGANA (1968)
 TW0440
 TW0440                         *CURRENT SURVEY CONTROL
 TW0440  ___________________________________________________________________
 TW0440* NAD 83(1993)-  13 30 19.28860(N)    215 13 04.58169(W)     ADJUSTED  
 TW0440* GUVD63      -        63.     (meters)     207.     (feet)  SCALED    
 TW0440  ___________________________________________________________________
 TW0440  EPOCH DATE  -        1993.62
 TW0440  GEOID HEIGHT-          54.74  (meters)                     EGM96
 TW0440
 TW0440  HORZ ORDER  -  SECOND
 TW0440
 TW0440.The horizontal coordinates were established by classical geodetic methods
 TW0440.and adjusted by the National Geodetic Survey in September 1999..
 TW0440.The horizontal coordinates are valid at the epoch date displayed above.
 TW0440.The epoch date for horizontal control is a decimal equivalence
 TW0440.of Year/Month/Day.
 TW0440
 TW0440.The orthometric height was scaled from a topographic map.
 TW0440
 TW0440.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0440.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0440
 TW0440;                    North         East     Units Scale Factor Converg.
 TW0440;UTM  55      - 1,494,108.018   259,925.800   MT  1.00031302   -0 31 05.6
 TW0440
 TW0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0440!UTM  55      -   0.99998148  x   1.00031302  =   1.00029450
 TW0440
 TW0440                          SUPERSEDED SURVEY CONTROL
 TW0440
 TW0440  GU 63       -  13 30 14.14686(N)    215 13 13.29939(W) AD(       ) 2
 TW0440
 TW0440.Superseded values are not recommended for survey control.
 TW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0440.See file dsdata.txt to determine how the superseded data were derived.
 TW0440
 TW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5992694108(NAD 83)
 TW0440_MARKER: DD = SURVEY DISK
 TW0440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0440_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0440
 TW0440  HISTORY     - Date     Condition        Report By
 TW0440  HISTORY     - 1963     MONUMENTED       CGS
 TW0440
 TW0440                          STATION DESCRIPTION
 TW0440
 TW0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0440'THE STATION IS LOCATED 3 MILES NORTHEAST OF AGANA AND 100 YARDS SOUTH
 TW0440'OF THE MERCY HOSPITAL.
 TW0440'
 TW0440'TO REACH THE STATION FROM THE BANK OF AMERICA IN AGANA, GO EASTERLY
 TW0440'ON ROUTE 1 FOR 2.2 MILES TO THE JUNCTION OF ROUTE 14, TURN LEFT ON
 TW0440'ROUTE 14 AND GO NORTHERLY FOR 0.7 MILE TO WHERE ROUTE 14 TURNS
 TW0440'LEFT, CONTINUE NORTH FOR 0.25 MILE TO A RAISED TRIANGLE ISLAND
 TW0440'AND THE STATION.
 TW0440'
 TW0440'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0440'STAMPED---MERCY 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0440'WITH CAP AND FLUSH WITH THE ROAD SURFACE.  IT IS 57 FEET WEST OF A
 TW0440'CONCRETE LIGHT POLE, 29 FEET NORTHWEST OF THE EDGE OF THE ROAD, 27
 TW0440'FEET SOUTHWEST OF THE EDGE OF THE ROAD AND 4 FEET SOUTHWEST OF
 TW0440'A YIELD RIGHT OF WAY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0418 ***********************************************************************
 TW0418  DESIGNATION -  MT SANTA ROSA NE RADAR DOME
 TW0418  PID         -  TW0418
 TW0418  STATE/COUNTY-  GU/GUAM
 TW0418  USGS QUAD   -  PATI POINT (1975)
 TW0418
 TW0418                         *CURRENT SURVEY CONTROL
 TW0418  ___________________________________________________________________
 TW0418* NAD 83(1993)-  13 32 08.08936(N)    215 05 08.71496(W)     ADJUSTED  
 TW0418* LOCAL TIDAL -                                                        
 TW0418  ___________________________________________________________________
 TW0418  EPOCH DATE  -        1993.62
 TW0418  GEOID HEIGHT-          54.40  (meters)                     EGM96
 TW0418
 TW0418  HORZ ORDER  -  THIRD
 TW0418
 TW0418.The horizontal coordinates were established by classical geodetic methods
 TW0418.and adjusted by the National Geodetic Survey in September 1999..
 TW0418.The horizontal coordinates are valid at the epoch date displayed above.
 TW0418.The epoch date for horizontal control is a decimal equivalence
 TW0418.of Year/Month/Day.
 TW0418
 TW0418
 TW0418.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0418.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0418
 TW0418;                    North         East     Units Scale Factor Converg.
 TW0418;UTM  55      - 1,497,326.721   274,268.117   MT  1.00023036   -0 29 18.2
 TW0418
 TW0418                          SUPERSEDED SURVEY CONTROL
 TW0418
 TW0418  GU 63       -  13 32 02.95605(N)    215 05 17.43728(W) AD(       ) 3
 TW0418
 TW0418.Superseded values are not recommended for survey control.
 TW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0418.See file dsdata.txt to determine how the superseded data were derived.
 TW0418
 TW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7426897327(NAD 83)
 TW0418_MARKER: Z = SEE DESCRIPTION
 TW0418_SETTING: 0 = UNSPECIFIED SETTING
 TW0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0418
 TW0418  HISTORY     - Date     Condition        Report By
 TW0418  HISTORY     - 1963     MONUMENTED       CGS
 TW0418  HISTORY     - UNK      SEE DESCRIPTION
 TW0418
 TW0418                          STATION DESCRIPTION
 TW0418
 TW0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0418'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0418
 TW0418                          STATION RECOVERY (UNK )
 TW0418
 TW0418'RECOVERED UNK
 TW0418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0419 ***********************************************************************
 TW0419  DESIGNATION -  MT SANTA ROSA SW RADAR DOME
 TW0419  PID         -  TW0419
 TW0419  STATE/COUNTY-  GU/GUAM
 TW0419  USGS QUAD   -  PATI POINT (1975)
 TW0419
 TW0419                         *CURRENT SURVEY CONTROL
 TW0419  ___________________________________________________________________
 TW0419* NAD 83(1993)-  13 32 07.05244(N)    215 05 10.12543(W)     ADJUSTED  
 TW0419* LOCAL TIDAL -                                                        
 TW0419  ___________________________________________________________________
 TW0419  EPOCH DATE  -        1993.62
 TW0419  GEOID HEIGHT-          54.40  (meters)                     EGM96
 TW0419
 TW0419  HORZ ORDER  -  THIRD
 TW0419
 TW0419.The horizontal coordinates were established by classical geodetic methods
 TW0419.and adjusted by the National Geodetic Survey in September 1999..
 TW0419.The horizontal coordinates are valid at the epoch date displayed above.
 TW0419.The epoch date for horizontal control is a decimal equivalence
 TW0419.of Year/Month/Day.
 TW0419
 TW0419
 TW0419.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0419.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0419
 TW0419;                    North         East     Units Scale Factor Converg.
 TW0419;UTM  55      - 1,497,295.209   274,225.426   MT  1.00023060   -0 29 18.5
 TW0419
 TW0419                          SUPERSEDED SURVEY CONTROL
 TW0419
 TW0419  GU 63       -  13 32 01.91898(N)    215 05 18.84755(W) AD(       ) 3
 TW0419
 TW0419.Superseded values are not recommended for survey control.
 TW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0419.See file dsdata.txt to determine how the superseded data were derived.
 TW0419
 TW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7422597295(NAD 83)
 TW0419_MARKER: Z = SEE DESCRIPTION
 TW0419_SETTING: 0 = UNSPECIFIED SETTING
 TW0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0419
 TW0419  HISTORY     - Date     Condition        Report By
 TW0419  HISTORY     - 1963     MONUMENTED       CGS
 TW0419  HISTORY     - UNK      SEE DESCRIPTION
 TW0419
 TW0419                          STATION DESCRIPTION
 TW0419
 TW0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0419'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0419
 TW0419                          STATION RECOVERY (UNK )
 TW0419
 TW0419'RECOVERED UNK
 TW0419'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0115 ***********************************************************************
 TW0115  DESIGNATION -  N 1
 TW0115  PID         -  TW0115
 TW0115  STATE/COUNTY-  GU/GUAM
 TW0115  USGS QUAD   -  TALOFOFO (1975)
 TW0115
 TW0115                         *CURRENT SURVEY CONTROL
 TW0115  ___________________________________________________________________
 TW0115* NAD 83(1986)-  13 18 24.     (N)    215 14 15.     (W)     SCALED    
 TW0115* GUVD63      -        98.768  (meters)     324.04   (feet)  ADJ UNCH  
 TW0115  ___________________________________________________________________
 TW0115  GEOID HEIGHT-          53.40  (meters)                     EGM96
 TW0115
 TW0115  VERT ORDER  -  FIRST     CLASS II
 TW0115
 TW0115.The horizontal coordinates were scaled from a topographic map and have
 TW0115.an estimated accuracy of +/- 6 seconds.
 TW0115
 TW0115.The orthometric height was key entered from printed documents
 TW0115.and not key verified.
 TW0115
 TW0115.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0115.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0115
 TW0115                          SUPERSEDED SURVEY CONTROL
 TW0115
 TW0115.No superseded survey control is available for this station.
 TW0115
 TW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ576721(NAD 83)
 TW0115_MARKER: DD = SURVEY DISK
 TW0115_SETTING: 0 = UNSPECIFIED SETTING
 TW0115_SP_SET: SET INTO CAST IRON HOUSING
 TW0115_STAMPING: N 1
 TW0115_MARK LOGO: GUGS  
 TW0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0115
 TW0115  HISTORY     - Date     Condition        Report By
 TW0115  HISTORY     - 1963     MONUMENTED       GUGS
 TW0115  HISTORY     - 1963     GOOD             GUGS
 TW0115
 TW0115                          STATION DESCRIPTION
 TW0115
 TW0115'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0115'NO DESCRIPTION SUMBMITTED.
 TW0115
 TW0115                          STATION RECOVERY (1963)
 TW0115
 TW0115'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0115'2.6 MILES NORTH ALONG HIGHWAY 4 FROM INARAJAN, 29 FEET WEST OF THE
 TW0115'CENTER OF THE HIGHWAY AND 12 FEET SOUTH OF A POWER POLE.
 TW0115' 
 TW0115'THE MARK IS A GUAM GEODETIC NET DISK, ENCLOSED IN A CAST IRON HOUSING
 TW0115'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0429 ***********************************************************************
 TW0429  DESIGNATION -  N 670 11 USN 1963
 TW0429  PID         -  TW0429
 TW0429  STATE/COUNTY-  GU/
 TW0429  USGS QUAD   -  
 TW0429
 TW0429                         *CURRENT SURVEY CONTROL
 TW0429  ___________________________________________________________________
 TW0429* NAD 83(1993)-  13 35 43.64690(N)    215 08 51.17096(W)     ADJUSTED  
 TW0429* GUVD63      -       145.     (meters)     476.     (feet)  SCALED    
 TW0429  ___________________________________________________________________
 TW0429  EPOCH DATE  -        1993.62
 TW0429  GEOID HEIGHT-          54.93  (meters)                     EGM96
 TW0429
 TW0429  HORZ ORDER  -  SECOND
 TW0429
 TW0429.The horizontal coordinates were established by classical geodetic methods
 TW0429.and adjusted by the National Geodetic Survey in September 1999..
 TW0429.The horizontal coordinates are valid at the epoch date displayed above.
 TW0429.The epoch date for horizontal control is a decimal equivalence
 TW0429.of Year/Month/Day.
 TW0429
 TW0429.The orthometric height was scaled from a topographic map.
 TW0429
 TW0429.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0429.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0429
 TW0429;                    North         East     Units Scale Factor Converg.
 TW0429;UTM  55      - 1,504,010.641   267,636.013   MT  1.00026794   -0 30 18.1
 TW0429
 TW0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0429!UTM  55      -   0.99996856  x   1.00026794  =   1.00023649
 TW0429
 TW0429                          SUPERSEDED SURVEY CONTROL
 TW0429
 TW0429  GU 63       -  13 35 38.52692(N)    215 08 59.89120(W) AD(       ) 2
 TW0429
 TW0429.Superseded values are not recommended for survey control.
 TW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0429.See file dsdata.txt to determine how the superseded data were derived.
 TW0429
 TW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6763604011(NAD 83)
 TW0429_MARKER: DD = SURVEY DISK
 TW0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0429
 TW0429  HISTORY     - Date     Condition        Report By
 TW0429  HISTORY     - 1963     MONUMENTED       USN
 TW0429
 TW0429                          STATION DESCRIPTION
 TW0429
 TW0429'DESCRIBED BY US NAVY 1963 (NES)
 TW0429'THE STATION IS 5 MILES NORTH NORTHEAST OF WETTENGEL, 0.8 MILE WEST
 TW0429'OF POTTS JUNCTION, AND 100 YARDS NORTH OF A RING OF COMMUNICATIONS
 TW0429'TOWERS.
 TW0429'
 TW0429'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION N 808 32
 TW0429'-USN-, THE DISTANCE BEING 42.287 METERS -138.74 FT.- SOUTH OF
 TW0429'STATION N 808 32.
 TW0429'
 TW0429'THE MARK IS A BRONZE DISK STAMPED---670.11 EL.494.45---, SET IN A
 TW0429'6 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 5 FEET
 TW0429'NORTH OF A LOW CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0428 ***********************************************************************
 TW0428  DESIGNATION -  N 808 32 USN 1963
 TW0428  PID         -  TW0428
 TW0428  STATE/COUNTY-  GU/
 TW0428  USGS QUAD   -  
 TW0428
 TW0428                         *CURRENT SURVEY CONTROL
 TW0428  ___________________________________________________________________
 TW0428* NAD 83(1993)-  13 35 45.02285(N)    215 08 51.17013(W)     ADJUSTED  
 TW0428* GUVD63      -       145.     (meters)     476.     (feet)  SCALED    
 TW0428  ___________________________________________________________________
 TW0428  EPOCH DATE  -        1993.62
 TW0428  GEOID HEIGHT-          54.93  (meters)                     EGM96
 TW0428
 TW0428  HORZ ORDER  -  SECOND
 TW0428
 TW0428.The horizontal coordinates were established by classical geodetic methods
 TW0428.and adjusted by the National Geodetic Survey in September 1999..
 TW0428.The horizontal coordinates are valid at the epoch date displayed above.
 TW0428.The epoch date for horizontal control is a decimal equivalence
 TW0428.of Year/Month/Day.
 TW0428
 TW0428.The orthometric height was scaled from a topographic map.
 TW0428
 TW0428.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0428.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0428
 TW0428;                    North         East     Units Scale Factor Converg.
 TW0428;UTM  55      - 1,504,052.936   267,636.411   MT  1.00026794   -0 30 18.2
 TW0428
 TW0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0428!UTM  55      -   0.99996856  x   1.00026794  =   1.00023649
 TW0428
 TW0428                          SUPERSEDED SURVEY CONTROL
 TW0428
 TW0428  GU 63       -  13 35 39.90299(N)    215 08 59.89020(W) AD(       ) 2
 TW0428
 TW0428.Superseded values are not recommended for survey control.
 TW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0428.See file dsdata.txt to determine how the superseded data were derived.
 TW0428
 TW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6763604053(NAD 83)
 TW0428_MARKER: M = AMMO SHELL CASING
 TW0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TW0428
 TW0428  HISTORY     - Date     Condition        Report By
 TW0428  HISTORY     - 1963     MONUMENTED       USN
 TW0428
 TW0428                          STATION DESCRIPTION
 TW0428
 TW0428'DESCRIBED BY US NAVY 1963 (NES)
 TW0428'THE STATION IS 5 MILES NORTH NORTHEAST OF WETTENGEL, 0.8 MILE WEST
 TW0428'OF POTTS JUNCTION, ABOUT 100 YARDS NORTH OF A RING OF COMMUNICATIONS
 TW0428'TOWERS.
 TW0428'
 TW0428'TO REACH THE STATION FROM WETTENGEL JUNCTION, HIGHWAYS 1 AND 3, GO
 TW0428'NORTHEAST ON HIGHWAY 3 FOR 4.8 MILES TO A SIGN -RADIO DIRECTION
 TW0428'FINDER FACILITY- AND A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO
 TW0428'NORTHWEST ON THE GRAVEL ROAD FOR 0.5 MILE TO A REVERSE Y.  CONTINUE
 TW0428'STRAIGHT AHEAD FOR 0.1 MILE, THEN BEAR LEFT AND GO WEST AND NORTHWEST
 TW0428'AROUND A RING OF STEEL TOWERS FOR 0.2 MILE TO N 670 11 -WOOD CRIB
 TW0428'AROUND IT) ON A LOW CUT BANK AT THE NORTH SIDE OF THE TOWERS.  FROM
 TW0428'HERE GO NORTH 138 FEET TO THE STATION.
 TW0428'
 TW0428'STATION MARK IS BRASS SHELL CASING STAMPED---N 808 32 EL. 492.30---,
 TW0428'SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 TW0428'45 FEET NORTH OF A 3 BY 4 FOOT BOULDER WHICH PROJECTS 2 FEET.
 TW0428'
 TW0428'N 670 11 IS A BRONZE DISK STAMPED---670.11 EL. 494.45---, SET IN A
 TW0428'6 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 5 FEET
 TW0428'NORTH OF THE LOW CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0512 ***********************************************************************
 TW0512  DESIGNATION -  NAD 100
 TW0512  PID         -  TW0512
 TW0512  STATE/COUNTY-  GU/GUAM
 TW0512  USGS QUAD   -  AGAT (1975)
 TW0512
 TW0512                         *CURRENT SURVEY CONTROL
 TW0512  ___________________________________________________________________
 TW0512* NAD 83(1993)-  13 23 06.75227(N)    215 18 56.28358(W)     ADJUSTED  
 TW0512* GUVD63      -       122.     (meters)     400.     (feet)  SCALED    
 TW0512  ___________________________________________________________________
 TW0512  EPOCH DATE  -        1993.62
 TW0512  GEOID HEIGHT-          54.32  (meters)                     EGM96
 TW0512
 TW0512  HORZ ORDER  -  SECOND
 TW0512
 TW0512.The horizontal coordinates were established by classical geodetic methods
 TW0512.and adjusted by the National Geodetic Survey in September 1999..
 TW0512.The horizontal coordinates are valid at the epoch date displayed above.
 TW0512.The epoch date for horizontal control is a decimal equivalence
 TW0512.of Year/Month/Day.
 TW0512
 TW0512.The orthometric height was scaled from a topographic map.
 TW0512
 TW0512.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0512.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0512
 TW0512;                    North         East     Units Scale Factor Converg.
 TW0512;UTM  55      - 1,480,908.786   249,221.018   MT  1.00037804   -0 32 10.8
 TW0512
 TW0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0512!UTM  55      -   0.99997227  x   1.00037804  =   1.00035030
 TW0512
 TW0512                          SUPERSEDED SURVEY CONTROL
 TW0512
 TW0512  GU 63       -  13 23 01.58300(N)    215 19 04.99722(W) AD(       ) 2
 TW0512
 TW0512.Superseded values are not recommended for survey control.
 TW0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0512.See file dsdata.txt to determine how the superseded data were derived.
 TW0512
 TW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4922180909(NAD 83)
 TW0512_MARKER: Z = SEE DESCRIPTION
 TW0512_SETTING: 0 = UNSPECIFIED SETTING
 TW0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0512
 TW0512  HISTORY     - Date     Condition        Report By
 TW0512  HISTORY     - 1963     MONUMENTED       CGS
 TW0512  HISTORY     - UNK      SEE DESCRIPTION
 TW0512
 TW0512                          STATION DESCRIPTION
 TW0512
 TW0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0512'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0512
 TW0512                          STATION RECOVERY (UNK )
 TW0512
 TW0512'RECOVERED UNK
 TW0512'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0511 ***********************************************************************
 TW0511  DESIGNATION -  NAD 100 PWC 1963
 TW0511  PID         -  TW0511
 TW0511  STATE/COUNTY-  GU/
 TW0511  USGS QUAD   -  AGAT (1975)
 TW0511
 TW0511                         *CURRENT SURVEY CONTROL
 TW0511  ___________________________________________________________________
 TW0511* NAD 83(1993)-  13 23 07.10158(N)    215 18 56.23789(W)     ADJUSTED  
 TW0511* GUVD63      -       122.     (meters)     400.     (feet)  SCALED    
 TW0511  ___________________________________________________________________
 TW0511  EPOCH DATE  -        1993.62
 TW0511  GEOID HEIGHT-          54.32  (meters)                     EGM96
 TW0511
 TW0511  HORZ ORDER  -  THIRD
 TW0511
 TW0511.The horizontal coordinates were established by classical geodetic methods
 TW0511.and adjusted by the National Geodetic Survey in September 1999..
 TW0511.The horizontal coordinates are valid at the epoch date displayed above.
 TW0511.The epoch date for horizontal control is a decimal equivalence
 TW0511.of Year/Month/Day.
 TW0511
 TW0511.The orthometric height was scaled from a topographic map.
 TW0511
 TW0511.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0511.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0511
 TW0511;                    North         East     Units Scale Factor Converg.
 TW0511;UTM  55      - 1,480,919.511   249,222.494   MT  1.00037803   -0 32 10.8
 TW0511
 TW0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0511!UTM  55      -   0.99997227  x   1.00037803  =   1.00035029
 TW0511
 TW0511                          SUPERSEDED SURVEY CONTROL
 TW0511
 TW0511  GU 63       -  13 23 01.93234(N)    215 19 04.95152(W) AD(       ) 3
 TW0511
 TW0511.Superseded values are not recommended for survey control.
 TW0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0511.See file dsdata.txt to determine how the superseded data were derived.
 TW0511
 TW0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4922280920(NAD 83)
 TW0511_MARKER: M = AMMO SHELL CASING
 TW0511_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TW0511
 TW0511  HISTORY     - Date     Condition        Report By
 TW0511  HISTORY     - 1963     MONUMENTED       CGS
 TW0511
 TW0511                          STATION DESCRIPTION
 TW0511
 TW0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0511'THE STATION IS LOCATED 1-1/2 MILES SOUTH SOUTHEAST OF APRA JUNCTION,
 TW0511'1 MILE NORTHEAST OF AGAT AND ON THE NAVAL AMMUNITION DEPOT.
 TW0511'
 TW0511'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4 AND ROUTE 1 IN
 TW0511'AGANA, GO WEST ON ROUTE 1 FOR 7.9 MILES TO THE JUNCTION OF ROUTE
 TW0511'2A ON THE LEFT.  TURN LEFT ON ROUTE 2A AND GO 0.85 MILE TO THE
 TW0511'JUNCTION OF ROUTE 5.  TURN LEFT ON ROUTE 5 AND GO 1.2 MILES TO
 TW0511'THE JUNCTION OF ROUTE 17 ON THE LEFT.  CONTINUE ON ROUTE 5 FOR
 TW0511'0.8 MILE TO THE GUARD BOOTH AT THE ENTRANCE TO THE NAVAL MAGAZINE.
 TW0511'CONTINUE FOR 0.2 MILE TO THE ADMINISTRATION BUILDING ON THE LEFT
 TW0511'AND THE STATION ON THE RIGHT.
 TW0511'
 TW0511'THE STATION MARK IS A 40 MILLIMETER SHELL CASING, STAMPED---NAD 100
 TW0511'PWC EL 401.50---, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUS
 TW0511'WITH THE GROUND SURFACE.  IT IS 71 FEET WEST OF A POWER POLE, 68
 TW0511'FEET WEST OF A POWER POLE, 68 FEET WEST OF THE PARKING AREA, 27 FEET
 TW0511'EAST OF A WIRE FENCE AND 3 FEET EAST OF A 3 INCH IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0451 ***********************************************************************
 TW0451  DESIGNATION -  NAS GG
 TW0451  PID         -  TW0451
 TW0451  STATE/COUNTY-  GU/
 TW0451  USGS QUAD   -  AGANA (1968)
 TW0451
 TW0451                         *CURRENT SURVEY CONTROL
 TW0451  ___________________________________________________________________
 TW0451* NAD 83(1993)-  13 28 31.82290(N)    215 13 19.55102(W)     ADJUSTED  
 TW0451* GUVD63      -        63.7    (meters)     209.     (feet)  VERT ANG  
 TW0451  ___________________________________________________________________
 TW0451  EPOCH DATE  -        1993.62
 TW0451  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0451
 TW0451  HORZ ORDER  -  FIRST
 TW0451
 TW0451.The horizontal coordinates were established by classical geodetic methods
 TW0451.and adjusted by the National Geodetic Survey in September 1999..
 TW0451.The horizontal coordinates are valid at the epoch date displayed above.
 TW0451.The epoch date for horizontal control is a decimal equivalence
 TW0451.of Year/Month/Day.
 TW0451
 TW0451.The orthometric height was determined by vertical angle observations.
 TW0451
 TW0451.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0451.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0451
 TW0451;                    North         East     Units Scale Factor Converg.
 TW0451;UTM  55      - 1,490,808.565   259,445.607   MT  1.00031587   -0 31 05.0
 TW0451
 TW0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0451!UTM  55      -   0.99998140  x   1.00031587  =   1.00029726
 TW0451
 TW0451                          SUPERSEDED SURVEY CONTROL
 TW0451
 TW0451  GU 63       -  13 28 26.67763(N)    215 13 28.26642(W) AD(       ) 1
 TW0451
 TW0451.Superseded values are not recommended for survey control.
 TW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0451.See file dsdata.txt to determine how the superseded data were derived.
 TW0451
 TW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5944690809(NAD 83)
 TW0451_MARKER: DD = SURVEY DISK
 TW0451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0451_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0451
 TW0451  HISTORY     - Date     Condition        Report By
 TW0451  HISTORY     - 1963     MONUMENTED       CGS
 TW0451
 TW0451                          STATION DESCRIPTION
 TW0451
 TW0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0451'THE STATION IS LOCATED 2 MILES EAST OF AGANA AND ON THE ROAD RIGHT
 TW0451'OF WAY.
 TW0451'
 TW0451'TO REACH THE STATION FROM THE BUREAU OF LAND MANAGEMENT OFFICE IN
 TW0451'AGANA, GO EAST AND NORTH ON OBRIEN DRIVE FOR 0.8 MILE TO ROUTE 8,
 TW0451'TURN RIGHT AND GO EASTERLY ON ROUTE 8 FOR 1.2 MILES TO THE STATION
 TW0451'ON THE RIGHT JUST BEFORE REACHING THE MAIN ENTRANCE TO THE AGANA
 TW0451'NAVAL AIR STATION ON THE LEFT.
 TW0451'
 TW0451'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0451'STAMPED---NAS 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING WITH
 TW0451'CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 90 FEET
 TW0451'SOUTHEAST OF A POWER LINE POLE, 72 FEET SOUTH OF THE CENTER LINE OF
 TW0451'ROUTE 8, 63 FEET SOUTHWEST OF THE WEST ONE OF TWO POWER LINE POLES
 TW0451'AND 53 FEET NORTH OF A STEEL GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0441 ***********************************************************************
 TW0441  DESIGNATION -  NAVIGATION LIGHT
 TW0441  PID         -  TW0441
 TW0441  STATE/COUNTY-  GU/GUAM
 TW0441  USGS QUAD   -  DEDEDO (1975)
 TW0441
 TW0441                         *CURRENT SURVEY CONTROL
 TW0441  ___________________________________________________________________
 TW0441* NAD 83(1993)-  13 39 00.43362(N)    215 08 17.24816(W)     ADJUSTED  
 TW0441* GUVD63      -       162.0    (meters)     531.     (feet)  VERT ANG  
 TW0441  ___________________________________________________________________
 TW0441  EPOCH DATE  -        1993.62
 TW0441  GEOID HEIGHT-          55.04  (meters)                     EGM96
 TW0441
 TW0441  HORZ ORDER  -  SECOND
 TW0441
 TW0441.The horizontal coordinates were established by classical geodetic methods
 TW0441.and adjusted by the National Geodetic Survey in September 1999..
 TW0441.The horizontal coordinates are valid at the epoch date displayed above.
 TW0441.The epoch date for horizontal control is a decimal equivalence
 TW0441.of Year/Month/Day.
 TW0441
 TW0441.The orthometric height was determined by vertical angle observations.
 TW0441
 TW0441.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0441.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0441
 TW0441;                    North         East     Units Scale Factor Converg.
 TW0441;UTM  55      - 1,510,050.707   268,709.196   MT  1.00026178   -0 30 17.3
 TW0441
 TW0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0441!UTM  55      -   0.99996587  x   1.00026178  =   1.00022764
 TW0441
 TW0441                          SUPERSEDED SURVEY CONTROL
 TW0441
 TW0441  GU 63       -  13 38 55.32587(N)    215 08 25.96893(W) AD(       ) 2
 TW0441
 TW0441.Superseded values are not recommended for survey control.
 TW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0441.See file dsdata.txt to determine how the superseded data were derived.
 TW0441
 TW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6870910051(NAD 83)
 TW0441_MARKER: Z = SEE DESCRIPTION
 TW0441_SETTING: 0 = UNSPECIFIED SETTING
 TW0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0441
 TW0441  HISTORY     - Date     Condition        Report By
 TW0441  HISTORY     - 1963     MONUMENTED       CGS
 TW0441  HISTORY     - UNK      SEE DESCRIPTION
 TW0441
 TW0441                          STATION DESCRIPTION
 TW0441
 TW0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0441'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0441
 TW0441                          STATION RECOVERY (UNK )
 TW0441
 TW0441'RECOVERED UNK
 TW0441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0389 ***********************************************************************
 TW0389  DESIGNATION -  NCS
 TW0389  PID         -  TW0389
 TW0389  STATE/COUNTY-  GU/GUAM
 TW0389  USGS QUAD   -  
 TW0389
 TW0389                         *CURRENT SURVEY CONTROL
 TW0389  ___________________________________________________________________
 TW0389* NAD 83(1993)-  13 34 14.74457(N)    215 09 08.79401(W)     ADJUSTED  
 TW0389* GUVD04      -       133.167  (meters)     436.90   (feet)  ADJUSTED  
 TW0389  ___________________________________________________________________
 TW0389  EPOCH DATE  -        1993.62
 TW0389  GEOID HEIGHT-          54.85  (meters)                     EGM96
 TW0389
 TW0389  HORZ ORDER  -  SECOND
 TW0389  VERT ORDER  -  FIRST     CLASS II
 TW0389
 TW0389.The horizontal coordinates were established by classical geodetic methods
 TW0389.and adjusted by the National Geodetic Survey in September 1999..
 TW0389.The horizontal coordinates are valid at the epoch date displayed above.
 TW0389.The epoch date for horizontal control is a decimal equivalence
 TW0389.of Year/Month/Day.
 TW0389
 TW0389.The orthometric height was determined by differential leveling
 TW0389.and adjusted by the National Geodetic Survey in May 2005..
 TW0389
 TW0389.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0389.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0389
 TW0389;                    North         East     Units Scale Factor Converg.
 TW0389;UTM  55      - 1,501,282.528   267,081.998   MT  1.00027113   -0 30 19.0
 TW0389
 TW0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0389!UTM  55      -   0.99997043  x   1.00027113  =   1.00024156
 TW0389
 TW0389                          SUPERSEDED SURVEY CONTROL
 TW0389
 TW0389  GU 63       -  13 34 09.61946(N)    215 09 17.51419(W) AD(       ) 2
 TW0389
 TW0389.Superseded values are not recommended for survey control.
 TW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0389.See file dsdata.txt to determine how the superseded data were derived.
 TW0389
 TW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6708201283(NAD 83)
 TW0389_MARKER: DS = TRIANGULATION STATION DISK
 TW0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0389_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0389_STAMPING: NCS 1963
 TW0389_MARK LOGO: GU    
 TW0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0389+STABILITY: SURFACE MOTION
 TW0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0389+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0389
 TW0389  HISTORY     - Date     Condition        Report By
 TW0389  HISTORY     - 1963     MONUMENTED       CGS
 TW0389  HISTORY     - 20040511 GOOD             GUAMLM
 TW0389
 TW0389                          STATION DESCRIPTION
 TW0389
 TW0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0389'THE STATION IS 3-1/2 MILES NORTH NORTHEAST OF WETTENGEL JUNCTION, ON
 TW0389'THE EAST SIDE AND JUST OUTSIDE THE BOUNDARY FENCE OF THE NAVAL
 TW0389'COMMUNICATIONS STATION, ABOUT 100 YARDS SOUTHWEST OF A LARGE RED AND
 TW0389'WHITE CHECKERED WATER TANK AND ON THE NORTHWEST RIGHT OF WAY OF
 TW0389'HIGHWAY 3.
 TW0389'
 TW0389'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE NAVAL
 TW0389'COMMUNICATIONS STATION, GO NORTHEAST ON HIGHWAY 3 FOR 0.4 MILE
 TW0389'TO THE STATION ON THE LEFT.
 TW0389'
 TW0389'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0389'STAMPED---NCS 1963---, ENCLOSED IN A CAST IRON HOUSING WHICH IS
 TW0389'SURROUNDED BY CEMENT AND PROJECTS 2 INCHES.  IT IS 37 FEET NORTHWEST
 TW0389'OF THE CENTER LINE OF HIGHWAY 3 AND 13.5 FEET SOUTHEAST OF A CYCLONE
 TW0389'FENCE.
 TW0389
 TW0389                          STATION RECOVERY (2004)
 TW0389
 TW0389'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004
 TW0389'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0432 ***********************************************************************
 TW0432  DESIGNATION -  NCS CHECKED WATER TANK
 TW0432  PID         -  TW0432
 TW0432  STATE/COUNTY-  GU/
 TW0432  USGS QUAD   -  
 TW0432
 TW0432                         *CURRENT SURVEY CONTROL
 TW0432  ___________________________________________________________________
 TW0432* NAD 83(1993)-  13 34 17.54836(N)    215 09 08.47033(W)     ADJUSTED  
 TW0432* LOCAL TIDAL -                                                        
 TW0432  ___________________________________________________________________
 TW0432  EPOCH DATE  -        1993.62
 TW0432  GEOID HEIGHT-          54.86  (meters)                     EGM96
 TW0432
 TW0432  HORZ ORDER  -  THIRD
 TW0432
 TW0432.The horizontal coordinates were established by classical geodetic methods
 TW0432.and adjusted by the National Geodetic Survey in September 1999..
 TW0432.The horizontal coordinates are valid at the epoch date displayed above.
 TW0432.The epoch date for horizontal control is a decimal equivalence
 TW0432.of Year/Month/Day.
 TW0432
 TW0432
 TW0432.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0432.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0432
 TW0432;                    North         East     Units Scale Factor Converg.
 TW0432;UTM  55      - 1,501,368.628   267,092.492   MT  1.00027107   -0 30 19.1
 TW0432
 TW0432                          SUPERSEDED SURVEY CONTROL
 TW0432
 TW0432  GU 63       -  13 34 12.42431(N)    215 09 17.19041(W) AD(       ) 3
 TW0432
 TW0432.Superseded values are not recommended for survey control.
 TW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0432.See file dsdata.txt to determine how the superseded data were derived.
 TW0432
 TW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6709201369(NAD 83)
 TW0432_MARKER: 51 = TANK
 TW0432
 TW0432  HISTORY     - Date     Condition        Report By
 TW0432  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0432
 TW0432                          STATION DESCRIPTION
 TW0432
 TW0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0432'THE STATION IS LOCATED ON THE EAST SIDE OF THE NAVAL COMMUNICATIONS
 TW0432'STATION AND ALONG THE WEST SIDE OF HIGHWAY 3.
 TW0432'
 TW0432'THE TANK IS A LARGE, BOWL SHAPED STEEL STRUCTURE, RED AND WHITE
 TW0432'CHECKERED, SUPPORTED BY SIX LEGS AND APPROXIMATELY 100 FEET IN
 TW0432'HEIGHT.
 TW0432'
 TW0432'THE DOUBLE RED LIGHT ATOP THE VENT OF THE TANK WAS THE POINT
 TW0432'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0536 ***********************************************************************
 TW0536  DESIGNATION -  NIEVES GG 1963
 TW0536  PID         -  TW0536
 TW0536  STATE/COUNTY-  GU/
 TW0536  USGS QUAD   -  AGAT (1975)
 TW0536
 TW0536                         *CURRENT SURVEY CONTROL
 TW0536  ___________________________________________________________________
 TW0536* NAD 83(1993)-  13 20 58.51285(N)    215 20 48.69846(W)     ADJUSTED  
 TW0536* GUVD63      -        85.     (meters)     279.     (feet)  SCALED    
 TW0536  ___________________________________________________________________
 TW0536  EPOCH DATE  -        1993.62
 TW0536  GEOID HEIGHT-          54.14  (meters)                     EGM96
 TW0536
 TW0536  HORZ ORDER  -  SECOND
 TW0536
 TW0536.The horizontal coordinates were established by classical geodetic methods
 TW0536.and adjusted by the National Geodetic Survey in September 1999..
 TW0536.The horizontal coordinates are valid at the epoch date displayed above.
 TW0536.The epoch date for horizontal control is a decimal equivalence
 TW0536.of Year/Month/Day.
 TW0536
 TW0536.The orthometric height was scaled from a topographic map.
 TW0536
 TW0536.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0536.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0536
 TW0536;                    North         East     Units Scale Factor Converg.
 TW0536;UTM  55      - 1,476,998.277   245,800.216   MT  1.00039941   -0 32 31.8
 TW0536
 TW0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0536!UTM  55      -   0.99997812  x   1.00039941  =   1.00037752
 TW0536
 TW0536                          SUPERSEDED SURVEY CONTROL
 TW0536
 TW0536  GU 63       -  13 20 53.33353(N)    215 20 57.41226(W) AD(       ) 2
 TW0536
 TW0536.Superseded values are not recommended for survey control.
 TW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0536.See file dsdata.txt to determine how the superseded data were derived.
 TW0536
 TW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4580076998(NAD 83)
 TW0536_MARKER: DD = SURVEY DISK
 TW0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0536
 TW0536  HISTORY     - Date     Condition        Report By
 TW0536  HISTORY     - 1963     MONUMENTED       CGS
 TW0536
 TW0536                          STATION DESCRIPTION
 TW0536
 TW0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0536'THE STATION IS LOCATED 3-1/2 MILES NORTH OF UMATAC, 2-1/4 MILES
 TW0536'SOUTH OF AGAT, ALONG THE WEST SIDE OF HIGHWAY 2 ON THE SUMMIT OF
 TW0536'A RED HILL APPROXIMATELY 25 FEET HIGHER THAN THE HIGHWAY.
 TW0536'
 TW0536'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE NORTH EDGE
 TW0536'OF AGAT, GO SOUTHERLY ON ROUTE 2 FOR 3.0 MILES TO A SIDE ROAD RIGHT
 TW0536'AND THE END OF TRUCK TRAVEL.  PACK WESTERLY FOR APPROXIMATELY 50
 TW0536'YARDS TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 TW0536'
 TW0536'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0536'STAMPED---NIEVES 1963---, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 TW0536'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 101 FEET EAST OF A CUTBANK
 TW0536'AND 33 FEET SOUTH OF A CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0480 ***********************************************************************
 TW0480  DESIGNATION -  NIMITZ GG 1963
 TW0480  PID         -  TW0480
 TW0480  STATE/COUNTY-  GU/GUAM
 TW0480  USGS QUAD   -  AGANA (1968)
 TW0480
 TW0480                         *CURRENT SURVEY CONTROL
 TW0480  ___________________________________________________________________
 TW0480* NAD 83(1993)-  13 27 49.12230(N)    215 16 47.98481(W)     ADJUSTED  
 TW0480* GUVD63      -       168.     (meters)     551.     (feet)  SCALED    
 TW0480  ___________________________________________________________________
 TW0480  EPOCH DATE  -        1993.62
 TW0480  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0480
 TW0480  HORZ ORDER  -  SECOND
 TW0480
 TW0480.The horizontal coordinates were established by classical geodetic methods
 TW0480.and adjusted by the National Geodetic Survey in September 1999..
 TW0480.The horizontal coordinates are valid at the epoch date displayed above.
 TW0480.The epoch date for horizontal control is a decimal equivalence
 TW0480.of Year/Month/Day.
 TW0480
 TW0480.The orthometric height was scaled from a topographic map.
 TW0480
 TW0480.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0480.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0480
 TW0480;                    North         East     Units Scale Factor Converg.
 TW0480;UTM  55      - 1,489,553.331   253,162.691   MT  1.00035376   -0 31 52.0
 TW0480
 TW0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0480!UTM  55      -   0.99996498  x   1.00035376  =   1.00031873
 TW0480
 TW0480                          SUPERSEDED SURVEY CONTROL
 TW0480
 TW0480  GU 63       -  13 27 43.97190(N)    215 16 56.69793(W) AD(       ) 2
 TW0480
 TW0480.Superseded values are not recommended for survey control.
 TW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0480.See file dsdata.txt to determine how the superseded data were derived.
 TW0480
 TW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5316389553(NAD 83)
 TW0480_MARKER: DD = SURVEY DISK
 TW0480_SETTING: 0 = UNSPECIFIED SETTING
 TW0480_MARK LOGO: NONE  
 TW0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0480
 TW0480  HISTORY     - Date     Condition        Report By
 TW0480  HISTORY     - 1963     MONUMENTED       CGS
 TW0480  HISTORY     - 1967     GOOD             CGS
 TW0480
 TW0480                          STATION DESCRIPTION
 TW0480
 TW0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0480'THE STATION IS LOCATED 2 MILES WEST SOUTHWEST OF AGANA, 1/2 MILE
 TW0480'WEST OF THE HEADQUARTERS BUILDING ON NIMITZ HILL AND ON THE NORTH
 TW0480'SIDE OF THE HILL.
 TW0480'
 TW0480'TO REACH THE STATION FROM THE NAVCOMMARIANAS HEADQUARTERS BUILDING
 TW0480'ON NIMITZ HILL, GO WEST ON HALSEY DRIVE FOR 0.55 MILE TO THE
 TW0480'DRIVEWAY AT THE WEST SIDE OF THE TOP OF THE MAR, TURN RIGHT, PASSING
 TW0480'BETWEEN A -STOP- SIGN AND HEDGE ON THE LEFT OF THE DRIVEWAY AND GO
 TW0480'NORTHERLY FOR 0.1 MILE TO THE STATION.
 TW0480'
 TW0480'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0480'STAMPED---NIMITZ 1963---.  IT IS 29 FEET NORTHWEST OF A CUT BANK,
 TW0480'12 FEET WEST OF A 2 INCH IRON PIPE THAT PROJECTS 3 FEET AND 9 FEET
 TW0480'WEST SOUTHWEST OF A 2 INCH IRON PIPE THAT PROJECTS 3 FEET.
 TW0480'
 TW0480'REFERENCE MARK NO 1 IS A NAVY PUBLIC WORKS CENTER BRONZE DISK,
 TW0480'STAMPED---WED RESET 1961---, SET IN THE TOP OF A 4 INCH SQUARE
 TW0480'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 29 FEET NORTHWEST
 TW0480'OF THE CUT BANK.
 TW0480
 TW0480                          STATION RECOVERY (1967)
 TW0480
 TW0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0480'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0480'ORIGINAL DESCRIPTION
 TW0480'IS ADEQUATE.
 TW0480' 
 TW0480'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0425 ***********************************************************************
 TW0425  DESIGNATION -  NORTHWEST FIELD W TANK
 TW0425  PID         -  TW0425
 TW0425  STATE/COUNTY-  GU/
 TW0425  USGS QUAD   -  
 TW0425
 TW0425                         *CURRENT SURVEY CONTROL
 TW0425  ___________________________________________________________________
 TW0425* NAD 83(1993)-  13 36 13.86718(N)    215 08 14.71794(W)     ADJUSTED  
 TW0425* LOCAL TIDAL -                                                        
 TW0425  ___________________________________________________________________
 TW0425  EPOCH DATE  -        1993.62
 TW0425  GEOID HEIGHT-          54.92  (meters)                     EGM96
 TW0425
 TW0425  HORZ ORDER  -  THIRD
 TW0425
 TW0425.The horizontal coordinates were established by classical geodetic methods
 TW0425.and adjusted by the National Geodetic Survey in September 1999..
 TW0425.The horizontal coordinates are valid at the epoch date displayed above.
 TW0425.The epoch date for horizontal control is a decimal equivalence
 TW0425.of Year/Month/Day.
 TW0425
 TW0425
 TW0425.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0425.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0425
 TW0425;                    North         East     Units Scale Factor Converg.
 TW0425;UTM  55      - 1,504,929.943   268,740.234   MT  1.00026161   -0 30 10.7
 TW0425
 TW0425                          SUPERSEDED SURVEY CONTROL
 TW0425
 TW0425  GU 63       -  13 36 08.74989(N)    215 08 23.44155(W) AD(       ) 3
 TW0425
 TW0425.Superseded values are not recommended for survey control.
 TW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0425.See file dsdata.txt to determine how the superseded data were derived.
 TW0425
 TW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6874004930(NAD 83)
 TW0425_MARKER: 51 = TANK
 TW0425
 TW0425  HISTORY     - Date     Condition        Report By
 TW0425  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0425
 TW0425                          STATION DESCRIPTION
 TW0425
 TW0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0425'THE STATION IS LOCATED 1 MILE NORTH OF POTTS JUNCTION AND 0.2 MILE
 TW0425'EAST OF HIGHWAY 3 AT THE NORTH EDGE OF NORTHWEST FIELD HOUSING AREA.
 TW0425'
 TW0425'THE TANK IS A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND ABOUT
 TW0425'80 FEET IN HEIGHT.
 TW0425'
 TW0425'THE VENT ATOP THE TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0461 ***********************************************************************
 TW0461  DESIGNATION -  NRS TOWER NE BLDG 52
 TW0461  PID         -  TW0461
 TW0461  STATE/COUNTY-  GU/
 TW0461  USGS QUAD   -  DEDEDO (1975)
 TW0461
 TW0461                         *CURRENT SURVEY CONTROL
 TW0461  ___________________________________________________________________
 TW0461* NAD 83(1993)-  13 28 45.20301(N)    215 09 40.81185(W)     ADJUSTED  
 TW0461* LOCAL TIDAL -                                                        
 TW0461  ___________________________________________________________________
 TW0461  EPOCH DATE  -        1993.62
 TW0461  GEOID HEIGHT-          54.43  (meters)                     EGM96
 TW0461
 TW0461  HORZ ORDER  -  THIRD
 TW0461
 TW0461.The horizontal coordinates were established by classical geodetic methods
 TW0461.and adjusted by the National Geodetic Survey in September 1999..
 TW0461.The horizontal coordinates are valid at the epoch date displayed above.
 TW0461.The epoch date for horizontal control is a decimal equivalence
 TW0461.of Year/Month/Day.
 TW0461
 TW0461
 TW0461.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0461.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0461
 TW0461;                    North         East     Units Scale Factor Converg.
 TW0461;UTM  55      - 1,491,161.170   266,029.768   MT  1.00027722   -0 30 14.5
 TW0461
 TW0461                          SUPERSEDED SURVEY CONTROL
 TW0461
 TW0461  GU 63       -  13 28 40.05351(N)    215 09 49.53381(W) AD(       ) 3
 TW0461
 TW0461.Superseded values are not recommended for survey control.
 TW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0461.See file dsdata.txt to determine how the superseded data were derived.
 TW0461
 TW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6603091161(NAD 83)
 TW0461_MARKER: 55 = TOWER
 TW0461
 TW0461  HISTORY     - Date     Condition        Report By
 TW0461  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0461
 TW0461                          STATION DESCRIPTION
 TW0461
 TW0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0461'THE STATION IS LOCATED 2-1/2 MILES NORTHEAST OF BARRIGADA AND
 TW0461'2 MILES SOUTH OF DEDEDO.
 TW0461'
 TW0461'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER.
 TW0461'IT IS APPROXIMATELY 150 FEET IN HEIGHT, PAINTED ALTERNATELY RED
 TW0461'AND WHITE IN COLOR AND IS THE NORTHEAST ONE OF A GROUP OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0467 ***********************************************************************
 TW0467  DESIGNATION -  NRS TOWER NE BLDG 51
 TW0467  PID         -  TW0467
 TW0467  STATE/COUNTY-  GU/
 TW0467  USGS QUAD   -  DEDEDO (1975)
 TW0467
 TW0467                         *CURRENT SURVEY CONTROL
 TW0467  ___________________________________________________________________
 TW0467* NAD 83(1993)-  13 28 47.84170(N)    215 10 56.79201(W)     ADJUSTED  
 TW0467* LOCAL TIDAL -                                                        
 TW0467  ___________________________________________________________________
 TW0467  EPOCH DATE  -        1993.62
 TW0467  GEOID HEIGHT-          54.51  (meters)                     EGM96
 TW0467
 TW0467  HORZ ORDER  -  THIRD
 TW0467
 TW0467.The horizontal coordinates were established by classical geodetic methods
 TW0467.and adjusted by the National Geodetic Survey in September 1999..
 TW0467.The horizontal coordinates are valid at the epoch date displayed above.
 TW0467.The epoch date for horizontal control is a decimal equivalence
 TW0467.of Year/Month/Day.
 TW0467
 TW0467
 TW0467.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0467.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0467
 TW0467;                    North         East     Units Scale Factor Converg.
 TW0467;UTM  55      - 1,491,262.488   263,744.766   MT  1.00029051   -0 30 32.3
 TW0467
 TW0467                          SUPERSEDED SURVEY CONTROL
 TW0467
 TW0467  GU 63       -  13 28 42.69354(N)    215 11 05.51121(W) AD(       ) 3
 TW0467
 TW0467.Superseded values are not recommended for survey control.
 TW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0467.See file dsdata.txt to determine how the superseded data were derived.
 TW0467
 TW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6374591262(NAD 83)
 TW0467_MARKER: 55 = TOWER
 TW0467
 TW0467  HISTORY     - Date     Condition        Report By
 TW0467  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0467
 TW0467                          STATION DESCRIPTION
 TW0467
 TW0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0467'THE STATION IS LOCATED 4-1/2 MILES EAST NORTHEAST OF AGANA AND
 TW0467'0.1 MILE SOUTH OF HIGHWAY 16.
 TW0467'
 TW0467'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER.  IT
 TW0467'IS APPROXIMATELY 150 FEET IN HEIGHT, PAINTED ALTERNATELY RED AND WHITE
 TW0467'IN COLOR AND IS THE NORTHEAST ONE OF A GROUP OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ4645 ***********************************************************************
 AJ4645  DESIGNATION -  NRS TOWER NW BLDG 52
 AJ4645  PID         -  AJ4645
 AJ4645  STATE/COUNTY-  GU/
 AJ4645  USGS QUAD   -  DEDEDO (1975)
 AJ4645
 AJ4645                         *CURRENT SURVEY CONTROL
 AJ4645  ___________________________________________________________________
 AJ4645* NAD 83(1993)-  13 28 45.20624(N)    215 09 47.39896(W)     ADJUSTED  
 AJ4645* LOCAL TIDAL -                                                        
 AJ4645  ___________________________________________________________________
 AJ4645  EPOCH DATE  -        1993.62
 AJ4645  GEOID HEIGHT-          54.44  (meters)                     EGM96
 AJ4645
 AJ4645  HORZ ORDER  -  THIRD
 AJ4645
 AJ4645.The horizontal coordinates were established by classical geodetic methods
 AJ4645.and adjusted by the National Geodetic Survey in September 1999..
 AJ4645.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4645.The epoch date for horizontal control is a decimal equivalence
 AJ4645.of Year/Month/Day.
 AJ4645
 AJ4645
 AJ4645.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AJ4645.The EGM96 model is referenced to the WGS84 ellipsoid.
 AJ4645
 AJ4645;                    North         East     Units Scale Factor Converg.
 AJ4645;UTM  55      - 1,491,163.014   265,831.609   MT  1.00027837   -0 30 16.0
 AJ4645
 AJ4645                          SUPERSEDED SURVEY CONTROL
 AJ4645
 AJ4645  GU 63       -  13 28 40.05687(N)    215 09 56.12056(W) AD(       ) 3
 AJ4645
 AJ4645.Superseded values are not recommended for survey control.
 AJ4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4645.See file dsdata.txt to determine how the superseded data were derived.
 AJ4645
 AJ4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6583291163(NAD 83)
 AJ4645_MARKER: 55 = TOWER
 AJ4645
 AJ4645  HISTORY     - Date     Condition        Report By
 AJ4645  HISTORY     - 1963     FIRST OBSERVED   CGS
 AJ4645
 AJ4645                          STATION DESCRIPTION
 AJ4645
 AJ4645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 AJ4645'THE STATION IS LOCATED 2-1/2 MILES NORTHEAST OF BARRIGADA AND
 AJ4645'2 MILES SOUTH OF DEDEDO.
 AJ4645'
 AJ4645'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER.
 AJ4645'IT IS APPROXIMATELY 150 FEET IN HEIGHT, PAINTED ALTERNATELY RED
 AJ4645'AND WHITE IN COLOR AND IS THE NORTHWEST ONE OF A GROUP OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0469 ***********************************************************************
 TW0469  DESIGNATION -  NRS TOWER NW BLDG 51
 TW0469  PID         -  TW0469
 TW0469  STATE/COUNTY-  GU/
 TW0469  USGS QUAD   -  DEDEDO (1975)
 TW0469
 TW0469                         *CURRENT SURVEY CONTROL
 TW0469  ___________________________________________________________________
 TW0469* NAD 83(1993)-  13 28 47.85551(N)    215 11 03.37929(W)     ADJUSTED  
 TW0469* LOCAL TIDAL -                                                        
 TW0469  ___________________________________________________________________
 TW0469  EPOCH DATE  -        1993.62
 TW0469  GEOID HEIGHT-          54.52  (meters)                     EGM96
 TW0469
 TW0469  HORZ ORDER  -  THIRD
 TW0469
 TW0469.The horizontal coordinates were established by classical geodetic methods
 TW0469.and adjusted by the National Geodetic Survey in September 1999..
 TW0469.The horizontal coordinates are valid at the epoch date displayed above.
 TW0469.The epoch date for horizontal control is a decimal equivalence
 TW0469.of Year/Month/Day.
 TW0469
 TW0469
 TW0469.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0469.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0469
 TW0469;                    North         East     Units Scale Factor Converg.
 TW0469;UTM  55      - 1,491,264.674   263,546.603   MT  1.00029167   -0 30 33.9
 TW0469
 TW0469                          SUPERSEDED SURVEY CONTROL
 TW0469
 TW0469  GU 63       -  13 28 42.70744(N)    215 11 12.09815(W) AD(       ) 3
 TW0469
 TW0469.Superseded values are not recommended for survey control.
 TW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0469.See file dsdata.txt to determine how the superseded data were derived.
 TW0469
 TW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6354791265(NAD 83)
 TW0469_MARKER: 55 = TOWER
 TW0469
 TW0469  HISTORY     - Date     Condition        Report By
 TW0469  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0469
 TW0469                          STATION DESCRIPTION
 TW0469
 TW0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0469'THE STATION IS LOCATED 4-1/2 MILES EAST NORTHEAST OF AGANA AND
 TW0469'0.1 MILE SOUTH OF HIGHWAY 16.
 TW0469'
 TW0469'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
 TW0469'IT IS APPROXIMATELY 150 FEET IN HEIGHT AND PAINTED ALTERNATELY
 TW0469'RED AND WHITE IN COLOR AND IS THE NORTHWEST ONE OF A GROUP OF
 TW0469'FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0462 ***********************************************************************
 TW0462  DESIGNATION -  NRS TOWER SE BLDG 52
 TW0462  PID         -  TW0462
 TW0462  STATE/COUNTY-  GU/
 TW0462  USGS QUAD   -  DEDEDO (1975)
 TW0462
 TW0462                         *CURRENT SURVEY CONTROL
 TW0462  ___________________________________________________________________
 TW0462* NAD 83(1993)-  13 28 38.75382(N)    215 09 40.81426(W)     ADJUSTED  
 TW0462* LOCAL TIDAL -                                                        
 TW0462  ___________________________________________________________________
 TW0462  EPOCH DATE  -        1993.62
 TW0462  GEOID HEIGHT-          54.42  (meters)                     EGM96
 TW0462
 TW0462  HORZ ORDER  -  THIRD
 TW0462
 TW0462.The horizontal coordinates were established by classical geodetic methods
 TW0462.and adjusted by the National Geodetic Survey in September 1999..
 TW0462.The horizontal coordinates are valid at the epoch date displayed above.
 TW0462.The epoch date for horizontal control is a decimal equivalence
 TW0462.of Year/Month/Day.
 TW0462
 TW0462
 TW0462.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0462.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0462
 TW0462;                    North         East     Units Scale Factor Converg.
 TW0462;UTM  55      - 1,490,962.928   266,027.952   MT  1.00027723   -0 30 14.2
 TW0462
 TW0462                          SUPERSEDED SURVEY CONTROL
 TW0462
 TW0462  GU 63       -  13 28 33.60395(N)    215 09 49.53628(W) AD(       ) 3
 TW0462
 TW0462.Superseded values are not recommended for survey control.
 TW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0462.See file dsdata.txt to determine how the superseded data were derived.
 TW0462
 TW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6602890963(NAD 83)
 TW0462_MARKER: 55 = TOWER
 TW0462
 TW0462  HISTORY     - Date     Condition        Report By
 TW0462  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0462
 TW0462                          STATION DESCRIPTION
 TW0462
 TW0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0462'THE STATION IS LOCATED 2-1/2 MILES NORTHEAST OF BARRIGADA AND 2 MILES
 TW0462'SOUTH OF DEDEDO.
 TW0462'
 TW0462'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER.  IT
 TW0462'IS APPROXIMATELY 150 FEET IN HEIGHT, PAINTED ALTERNATELY RED AND
 TW0462'WHITE IN COLOR AND IS THE SOUTHWEST ONE OF A GROUP OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0468 ***********************************************************************
 TW0468  DESIGNATION -  NRS TOWER SE BLDG 51
 TW0468  PID         -  TW0468
 TW0468  STATE/COUNTY-  GU/
 TW0468  USGS QUAD   -  DEDEDO (1975)
 TW0468
 TW0468                         *CURRENT SURVEY CONTROL
 TW0468  ___________________________________________________________________
 TW0468* NAD 83(1993)-  13 28 41.39661(N)    215 10 56.80410(W)     ADJUSTED  
 TW0468* LOCAL TIDAL -                                                        
 TW0468  ___________________________________________________________________
 TW0468  EPOCH DATE  -        1993.62
 TW0468  GEOID HEIGHT-          54.50  (meters)                     EGM96
 TW0468
 TW0468  HORZ ORDER  -  THIRD
 TW0468
 TW0468.The horizontal coordinates were established by classical geodetic methods
 TW0468.and adjusted by the National Geodetic Survey in September 1999..
 TW0468.The horizontal coordinates are valid at the epoch date displayed above.
 TW0468.The epoch date for horizontal control is a decimal equivalence
 TW0468.of Year/Month/Day.
 TW0468
 TW0468
 TW0468.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0468.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0468
 TW0468;                    North         East     Units Scale Factor Converg.
 TW0468;UTM  55      - 1,491,064.372   263,742.643   MT  1.00029052   -0 30 32.1
 TW0468
 TW0468                          SUPERSEDED SURVEY CONTROL
 TW0468
 TW0468  GU 63       -  13 28 36.24811(N)    215 11 05.52303(W) AD(       ) 3
 TW0468
 TW0468.Superseded values are not recommended for survey control.
 TW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0468.See file dsdata.txt to determine how the superseded data were derived.
 TW0468
 TW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6374391064(NAD 83)
 TW0468_MARKER: 55 = TOWER
 TW0468
 TW0468  HISTORY     - Date     Condition        Report By
 TW0468  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0468
 TW0468                          STATION DESCRIPTION
 TW0468
 TW0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0468'THE STATION IS LOCATED 4-1/2 MILES EAST NORTHEAST OF AGANA AND 0.1
 TW0468'MILE SOUTH OF HIGHWAY 16.
 TW0468'
 TW0468'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER.  IT
 TW0468'IS APPROXIMATELY 150 FEET IN HEIGHT, PAINTED ALTERNATELY RED AND
 TW0468'WHITE IN COLOR AND IS THE SOUTHWEST ONE OF A GROUP OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0463 ***********************************************************************
 TW0463  DESIGNATION -  NRS TOWER SW BLDG 52
 TW0463  PID         -  TW0463
 TW0463  STATE/COUNTY-  GU/
 TW0463  USGS QUAD   -  DEDEDO (1975)
 TW0463
 TW0463                         *CURRENT SURVEY CONTROL
 TW0463  ___________________________________________________________________
 TW0463* NAD 83(1993)-  13 28 38.75555(N)    215 09 47.40382(W)     ADJUSTED  
 TW0463* LOCAL TIDAL -                                                        
 TW0463  ___________________________________________________________________
 TW0463  EPOCH DATE  -        1993.62
 TW0463  GEOID HEIGHT-          54.43  (meters)                     EGM96
 TW0463
 TW0463  HORZ ORDER  -  THIRD
 TW0463
 TW0463.The horizontal coordinates were established by classical geodetic methods
 TW0463.and adjusted by the National Geodetic Survey in September 1999..
 TW0463.The horizontal coordinates are valid at the epoch date displayed above.
 TW0463.The epoch date for horizontal control is a decimal equivalence
 TW0463.of Year/Month/Day.
 TW0463
 TW0463
 TW0463.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0463.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0463
 TW0463;                    North         East     Units Scale Factor Converg.
 TW0463;UTM  55      - 1,490,964.726   265,829.717   MT  1.00027838   -0 30 15.8
 TW0463
 TW0463                          SUPERSEDED SURVEY CONTROL
 TW0463
 TW0463  GU 63       -  13 28 33.60581(N)    215 09 56.12544(W) AD(       ) 3
 TW0463
 TW0463.Superseded values are not recommended for survey control.
 TW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0463.See file dsdata.txt to determine how the superseded data were derived.
 TW0463
 TW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6583090965(NAD 83)
 TW0463_MARKER: 55 = TOWER
 TW0463
 TW0463  HISTORY     - Date     Condition        Report By
 TW0463  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0463
 TW0463                          STATION DESCRIPTION
 TW0463
 TW0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0463'THE STATION IS LOCATED 2-1/2 MILES NORTHEAST OF BARRIGADA AND
 TW0463'2 MILES SOUTH OF DEDEDO.
 TW0463'
 TW0463'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER,
 TW0463'IT IS APPROXIMATELY 150 FEET IN HEIGHT, PAINTED ALTERNATELY RED
 TW0463'AND WHITE IN COLOR AND IS THE SOUTHWEST ONE OF A GROUP OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0470 ***********************************************************************
 TW0470  DESIGNATION -  NRS TOWER SW BLDG 51
 TW0470  PID         -  TW0470
 TW0470  STATE/COUNTY-  GU/
 TW0470  USGS QUAD   -  DEDEDO (1975)
 TW0470
 TW0470                         *CURRENT SURVEY CONTROL
 TW0470  ___________________________________________________________________
 TW0470* NAD 83(1993)-  13 28 41.40711(N)    215 11 03.39298(W)     ADJUSTED  
 TW0470* LOCAL TIDAL -                                                        
 TW0470  ___________________________________________________________________
 TW0470  EPOCH DATE  -        1993.62
 TW0470  GEOID HEIGHT-          54.51  (meters)                     EGM96
 TW0470
 TW0470  HORZ ORDER  -  THIRD
 TW0470
 TW0470.The horizontal coordinates were established by classical geodetic methods
 TW0470.and adjusted by the National Geodetic Survey in September 1999..
 TW0470.The horizontal coordinates are valid at the epoch date displayed above.
 TW0470.The epoch date for horizontal control is a decimal equivalence
 TW0470.of Year/Month/Day.
 TW0470
 TW0470
 TW0470.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0470.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0470
 TW0470;                    North         East     Units Scale Factor Converg.
 TW0470;UTM  55      - 1,491,066.457   263,544.429   MT  1.00029168   -0 30 33.6
 TW0470
 TW0470                          SUPERSEDED SURVEY CONTROL
 TW0470
 TW0470  GU 63       -  13 28 36.25869(N)    215 11 12.11175(W) AD(       ) 3
 TW0470
 TW0470.Superseded values are not recommended for survey control.
 TW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0470.See file dsdata.txt to determine how the superseded data were derived.
 TW0470
 TW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6354491066(NAD 83)
 TW0470_MARKER: 55 = TOWER
 TW0470
 TW0470  HISTORY     - Date     Condition        Report By
 TW0470  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0470
 TW0470                          STATION DESCRIPTION
 TW0470
 TW0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0470'THE STATION IS LOCATED 4-1/2 MILES EAST NORTHEAST OF AGANA
 TW0470'AND 0.1 MILE SOUTH OF HIGHWAY 16.
 TW0470'
 TW0470'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
 TW0470'IT IS APPROXIMATELY 150 FEET IN HEIGHT AND PAINTED ALTERNATELY
 TW0470'RED AND WHITE IN COLOR AND IS THE SOUTHWEST ONE OF A GROUP OF
 TW0470'FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0390 ***********************************************************************
 TW0390  DESIGNATION -  NSD
 TW0390  PID         -  TW0390
 TW0390  STATE/COUNTY-  GU/GUAM
 TW0390  USGS QUAD   -  AGAT (1975)
 TW0390
 TW0390                         *CURRENT SURVEY CONTROL
 TW0390  ___________________________________________________________________
 TW0390* NAD 83(1993)-  13 24 56.07462(N)    215 20 38.24800(W)     ADJUSTED  
 TW0390* GUVD63      -        10.578  (meters)      34.70   (feet)  ADJ UNCH  
 TW0390  ___________________________________________________________________
 TW0390  EPOCH DATE  -        1993.62
 TW0390  GEOID HEIGHT-          54.53  (meters)                     EGM96
 TW0390
 TW0390  HORZ ORDER  -  SECOND
 TW0390  VERT ORDER  -  FIRST     CLASS II
 TW0390
 TW0390.The horizontal coordinates were established by classical geodetic methods
 TW0390.and adjusted by the National Geodetic Survey in September 1999..
 TW0390.The horizontal coordinates are valid at the epoch date displayed above.
 TW0390.The epoch date for horizontal control is a decimal equivalence
 TW0390.of Year/Month/Day.
 TW0390
 TW0390.The orthometric height was key entered from printed documents
 TW0390.and not key verified.
 TW0390
 TW0390.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0390.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0390
 TW0390;                    North         East     Units Scale Factor Converg.
 TW0390;UTM  55      - 1,484,298.529   246,183.993   MT  1.00039700   -0 32 38.8
 TW0390
 TW0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0390!UTM  55      -   0.99998976  x   1.00039700  =   1.00038676
 TW0390
 TW0390                          SUPERSEDED SURVEY CONTROL
 TW0390
 TW0390  GU 63       -  13 24 50.91337(N)    215 20 46.95995(W) AD(       ) 2
 TW0390
 TW0390.Superseded values are not recommended for survey control.
 TW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0390.See file dsdata.txt to determine how the superseded data were derived.
 TW0390
 TW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4618484299(NAD 83)
 TW0390_MARKER: DS = TRIANGULATION STATION DISK
 TW0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0390_SP_SET: 6 INCH SQUARE CONCRETE MONUMENT
 TW0390_STAMPING: NSD
 TW0390_MARK LOGO: USN   
 TW0390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0390+STABILITY: SURFACE MOTION
 TW0390
 TW0390  HISTORY     - Date     Condition        Report By
 TW0390  HISTORY     - 1963     MONUMENTED       USN
 TW0390
 TW0390                          STATION DESCRIPTION
 TW0390
 TW0390'DESCRIBED BY US NAVY 1963 (NES)
 TW0390'THE STATION IS LOCATED INSIDE NAVAL STATION ABOUT 300 YARDS WEST
 TW0390'OF THE NAVAL SUPPLY DEPOT ADMINISTRATION BUILDING DESTROYED BY
 TW0390'TYPHOON KAREN.  IT IS ON TOP OF THE NORTH BANK ALONG HIGHWAY 2.
 TW0390'
 TW0390'THE STATION MARK IS A 6 INCH SQUARE CONCRETE MONUMENT WITH A BRASS
 TW0390'DISK STAMPED---NSD---.  TO REACH THE STATION FROM THE MAIN GUARD GATE
 TW0390'AT THE ENTRANCE TO NAVAL STATION, GO WEST ON HIGHWAY 1 FOR 0.1 MILE
 TW0390'TO EXCHANGE DRIVE, TURN LEFT ON EXCHANGE DRIVE AND GO 0.55 MILE TO
 TW0390'A T ROAD.  TURN RIGHT ON HIGHWAY 2 AND GO WEST 0.55 MILE TO A
 TW0390'PARKING AREA ON RIGHT ABOVE HIGHWAY 2 AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0135 ***********************************************************************
 TW0135  DESIGNATION -  NSD 5
 TW0135  PID         -  TW0135
 TW0135  STATE/COUNTY-  GU/GUAM
 TW0135  USGS QUAD   -  AGAT (1975)
 TW0135
 TW0135                         *CURRENT SURVEY CONTROL
 TW0135  ___________________________________________________________________
 TW0135* NAD 83(1986)-  13 24 35.     (N)    215 20 18.     (W)     SCALED    
 TW0135* GUVD04      -         9.211  (meters)      30.22   (feet)  ADJUSTED  
 TW0135  ___________________________________________________________________
 TW0135  GEOID HEIGHT-          54.49  (meters)                     EGM96
 TW0135
 TW0135  VERT ORDER  -  FIRST     CLASS II
 TW0135
 TW0135.The horizontal coordinates were scaled from a topographic map and have
 TW0135.an estimated accuracy of +/- 6 seconds.
 TW0135
 TW0135.The orthometric height was determined by differential leveling
 TW0135.and adjusted by the National Geodetic Survey in May 2005..
 TW0135
 TW0135.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0135.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0135
 TW0135                          SUPERSEDED SURVEY CONTROL
 TW0135
 TW0135.No superseded survey control is available for this station.
 TW0135
 TW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ467836(NAD 83)
 TW0135_MARKER: Z = SEE DESCRIPTION
 TW0135_SETTING: 0 = UNSPECIFIED SETTING
 TW0135_STAMPING: NSD 5
 TW0135_MARK LOGO: NONE  
 TW0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0135+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 TW0135
 TW0135  HISTORY     - Date     Condition        Report By
 TW0135  HISTORY     - 1963     MONUMENTED       USN
 TW0135  HISTORY     - 1963     GOOD             USN
 TW0135  HISTORY     - 20040512 GOOD             GUAMLM
 TW0135
 TW0135                          STATION DESCRIPTION
 TW0135
 TW0135'DESCRIBED BY US NAVY 1963
 TW0135'NO DESCRIPTION SUMBMITTED.
 TW0135
 TW0135                          STATION RECOVERY (1963)
 TW0135
 TW0135'RECOVERY NOTE BY US NAVY 1963
 TW0135'1.6 MILES NORTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN AGAT, 20 FEET
 TW0135'NORTH OF THE CENTER OF HIGHWAY 2 (SHORELINE DRIVE), 48 FEET WEST OF A
 TW0135'NO PARKING SIGN AND 5 FEET SOUTHEAST OF CENTER OF A MANHOLE.
 TW0135' 
 TW0135'THE MARK IS BRASS SHELL CASING, SET IN A ROUND CONCRETE POST FLUSH
 TW0135'WITH THE SURFACE.
 TW0135
 TW0135                          STATION RECOVERY (2004)
 TW0135
 TW0135'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0135'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0135'OF SANTA RITA.
 TW0135' 
 TW0135'OWNER-NAVAL STATION.
 TW0135' 
 TW0135'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0135'ROUTE 1 MARINE DRIVE AND SHORELINE DRIVE GO SOUTH ON SHORELINE FOR
 TW0135'1.1.  THE STATION ON THE LEFT SIDE OF SHORELINE DRIVE.
 TW0135' 
 TW0135'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.20M NORTHEAST
 TW0135'OF CENTERLINE OF SHORELINE DRIVE, 14.10M SOUTHEAST OF CENTERLINE OF A
 TW0135'EXCHANGE DRIVE AND 0.08M SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 TW0135'CONCRETE TELEPHONE BOX (1.20M X 2.20M).
 TW0135' 
 TW0135'THE MARK IS A STANDARD 40MM SHELL CASING STAMPED--NSD 5, PWC--, SET IN
 TW0135'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0556 ***********************************************************************
 TW0556  DESIGNATION -  OROTE POINT LIGHT
 TW0556  PID         -  TW0556
 TW0556  STATE/COUNTY-  GU/GUAM
 TW0556  USGS QUAD   -  APRA HARBOR (1975)
 TW0556
 TW0556                         *CURRENT SURVEY CONTROL
 TW0556  ___________________________________________________________________
 TW0556* NAD 83(1993)-  13 26 46.72605(N)    215 22 49.04751(W)     ADJUSTED  
 TW0556* LOCAL TIDAL -                                                        
 TW0556  ___________________________________________________________________
 TW0556  EPOCH DATE  -        1993.62
 TW0556  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0556
 TW0556  HORZ ORDER  -  THIRD
 TW0556
 TW0556.The horizontal coordinates were established by classical geodetic methods
 TW0556.and adjusted by the National Geodetic Survey in September 1999..
 TW0556.The horizontal coordinates are valid at the epoch date displayed above.
 TW0556.The epoch date for horizontal control is a decimal equivalence
 TW0556.of Year/Month/Day.
 TW0556
 TW0556
 TW0556.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0556.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0556
 TW0556;                    North         East     Units Scale Factor Converg.
 TW0556;UTM  55      - 1,487,737.988   242,280.470   MT  1.00042170   -0 33 13.7
 TW0556
 TW0556                          SUPERSEDED SURVEY CONTROL
 TW0556
 TW0556  GU 63       -  13 26 41.57179(N)    215 22 57.75544(W) AD(       ) 3
 TW0556
 TW0556.Superseded values are not recommended for survey control.
 TW0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0556.See file dsdata.txt to determine how the superseded data were derived.
 TW0556
 TW0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4228087738(NAD 83)
 TW0556_MARKER: Z = SEE DESCRIPTION
 TW0556_SETTING: 0 = UNSPECIFIED SETTING
 TW0556_MARK LOGO: NONE  
 TW0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0556
 TW0556  HISTORY     - Date     Condition        Report By
 TW0556  HISTORY     - 1967     MONUMENTED       CGS
 TW0556  HISTORY     - UNK      SEE DESCRIPTION
 TW0556  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TW0556
 TW0556                          STATION DESCRIPTION
 TW0556
 TW0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0556'LOCATED ON OROTE POINT, WHICH IS THE EXTREME WEST END OF OROTE
 TW0556'PENINSULA, AND THE WESTERNMOST POINT OF THE ISLAND. AT NORTH SIDE OF
 TW0556'OLD, CONCRETE BUILDING, NEAR EDGE OF CLIFF, AND AT END OF TRACK ROAD,
 TW0556'150 YARDS WEST OF A LOCKED GATE. STATION IS A FLASHING WHITE LIGHT
 TW0556'MOUNTED ON AN OFFSET, 4X4 FT CONCRETE PLATFORM ATOP A SLENDER,
 TW0556'CONCRETE COLUMN. THE LIGHT IS 15 INCHES NORTH FROM CENTER OF PLATFORM.
 TW0556
 TW0556                          STATION RECOVERY (UNK )
 TW0556
 TW0556'RECOVERED UNK
 TW0556'RECOVERED AS DESCRIBED.
 TW0556
 TW0556                          STATION RECOVERY (1967)
 TW0556
 TW0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0556'LOCATED ON OROTE POINT, WHICH IS THE EXTREME WEST END OF OROTE
 TW0556'PENINSULA, AND THE
 TW0556'WESTERMOST POINT OF THE ISLAND  AT NORTH SIDE OF OLD, CONCRETE
 TW0556'BUILDING, NEAR EDGE OF
 TW0556'CLIFF, AND AT END OF TRACK ROAD, 150 YARDS WEST OF A LOCKED GATE.
 TW0556'STATION IS A FLASHING
 TW0556'WHITE LIGHT MOUNTED ON AN OFFSET, 4X4-FOOT, INCHES NORTH FROM CENTER
 TW0556'OF PLATFORM.
 TW0556' 
 TW0556'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0471 ***********************************************************************
 TW0471  DESIGNATION -  OVERLOOK GG 1963
 TW0471  PID         -  TW0471
 TW0471  STATE/COUNTY-  GU/
 TW0471  USGS QUAD   -  DEDEDO (1975)
 TW0471
 TW0471                         *CURRENT SURVEY CONTROL
 TW0471  ___________________________________________________________________
 TW0471* NAD 83(1993)-  13 29 37.24004(N)    215 10 41.50685(W)     ADJUSTED  
 TW0471* GUVD63      -       116.     (meters)     381.     (feet)  SCALED    
 TW0471  ___________________________________________________________________
 TW0471  EPOCH DATE  -        1993.62
 TW0471  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0471
 TW0471  HORZ ORDER  -  SECOND
 TW0471
 TW0471.The horizontal coordinates were established by classical geodetic methods
 TW0471.and adjusted by the National Geodetic Survey in September 1999..
 TW0471.The horizontal coordinates are valid at the epoch date displayed above.
 TW0471.The epoch date for horizontal control is a decimal equivalence
 TW0471.of Year/Month/Day.
 TW0471
 TW0471.The orthometric height was scaled from a topographic map.
 TW0471
 TW0471.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0471.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0471
 TW0471;                    North         East     Units Scale Factor Converg.
 TW0471;UTM  55      - 1,492,776.888   264,218.063   MT  1.00028775   -0 30 30.6
 TW0471
 TW0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0471!UTM  55      -   0.99997318  x   1.00028775  =   1.00026092
 TW0471
 TW0471                          SUPERSEDED SURVEY CONTROL
 TW0471
 TW0471  GU 63       -  13 29 32.09555(N)    215 10 50.22593(W) AD(       ) 2
 TW0471
 TW0471.Superseded values are not recommended for survey control.
 TW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0471.See file dsdata.txt to determine how the superseded data were derived.
 TW0471
 TW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6421892777(NAD 83)
 TW0471_MARKER: DD = SURVEY DISK
 TW0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0471
 TW0471  HISTORY     - Date     Condition        Report By
 TW0471  HISTORY     - 1963     MONUMENTED       CGS
 TW0471
 TW0471                          STATION DESCRIPTION
 TW0471
 TW0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0471'THE STATION IS 5 MILES EAST OF AGANA, AT THE NORTHEAST END OF THE
 TW0471'NAVAL AIR STATION AND IN THE APPROXIMATE CENTER LINE OF HIGHWAY 16.
 TW0471'
 TW0471'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 8 AND 10, IN
 TW0471'BARRIGADA, GO EAST ON HIGHWAY 8 FOR 0.1 MILE TO THE JUNCTION OF
 TW0471'HIGHWAY 16 ON THE LEFT.  TURN LEFT AND GO NORTH ON HIGHWAY 16 FOR
 TW0471'1.6 MILES TO A SIDE ROAD ON THE RIGHT, AT A SHARP LEFT TURN IN THE
 TW0471'HIGHWAY.  CONTINUE NORTH ON HIGHWAY 16 FOR 0.75 MILE TO A HURRICANE
 TW0471'FENCE ON THE LEFT AND THE STATION.
 TW0471'
 TW0471'THE STATION IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0471'STAMPED---OVERLOOK 1963---, SET IN CONCRETE IN A 8 INCH CAST IRON
 TW0471'HOUSING WITH CAP AND FLUSH WITH THE SURFACE OF THE HIGHWAY.  IT IS
 TW0471'79.5 FEET SOUTHWEST OF A CONCRETE POST -BURIED CABLE MARKER- AND
 TW0471'78 FEET EAST SOUTHEAST OF THE HURRICANE FENCE WHICH SURROUNDS THE
 TW0471'EAST END OF THE NAVAL AIR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0116 ***********************************************************************
 TW0116  DESIGNATION -  P 1
 TW0116  PID         -  TW0116
 TW0116  STATE/COUNTY-  GU/GUAM
 TW0116  USGS QUAD   -  INARAJAN (1968)
 TW0116
 TW0116                         *CURRENT SURVEY CONTROL
 TW0116  ___________________________________________________________________
 TW0116* NAD 83(1986)-  13 17 14.     (N)    215 14 45.     (W)     SCALED    
 TW0116* GUVD63      -         4.639  (meters)      15.22   (feet)  ADJ UNCH  
 TW0116  ___________________________________________________________________
 TW0116  GEOID HEIGHT-          53.24  (meters)                     EGM96
 TW0116
 TW0116  VERT ORDER  -  FIRST     CLASS II
 TW0116
 TW0116.The horizontal coordinates were scaled from a topographic map and have
 TW0116.an estimated accuracy of +/- 6 seconds.
 TW0116
 TW0116.The orthometric height was key entered from printed documents
 TW0116.and not key verified.
 TW0116
 TW0116.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0116.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0116
 TW0116                          SUPERSEDED SURVEY CONTROL
 TW0116
 TW0116.No superseded survey control is available for this station.
 TW0116
 TW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ566699(NAD 83)
 TW0116_MARKER: DD = SURVEY DISK
 TW0116_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TW0116_SP_SET: BRIDGE HEADWALL
 TW0116_STAMPING: P 1
 TW0116_MARK LOGO: GUGS  
 TW0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TW0116
 TW0116  HISTORY     - Date     Condition        Report By
 TW0116  HISTORY     - 1963     MONUMENTED       GUGS
 TW0116  HISTORY     - 1963     GOOD             GUGS
 TW0116
 TW0116                          STATION DESCRIPTION
 TW0116
 TW0116'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0116'NO DESCRIPTION SUMBMITTED.
 TW0116
 TW0116                          STATION RECOVERY (1963)
 TW0116
 TW0116'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0116'.9 MILE NORTH ALONG HIGHWAY 4 FROM INARAJAN, 16 FEET EAST OF THE
 TW0116'CENTER OF THE HIGHWAY, 10 FEET SOUTHWEST OF THE NORTHEAST END OF A
 TW0116'GUARD RAIL AND 3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE.
 TW0116' 
 TW0116'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0116'HEADWALL OF A BRIDGE, ALONG THE EAST SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0457 ***********************************************************************
 TW0457  DESIGNATION -  PAGO 1963
 TW0457  PID         -  TW0457
 TW0457  STATE/COUNTY-  GU/
 TW0457  USGS QUAD   -  TALOFOFO (1975)
 TW0457
 TW0457                         *CURRENT SURVEY CONTROL
 TW0457  ___________________________________________________________________
 TW0457* NAD 83(1993)-  13 24 47.92316(N)    215 12 52.83451(W)     ADJUSTED  
 TW0457* GUVD63      -        96.     (meters)     315.     (feet)  SCALED    
 TW0457  ___________________________________________________________________
 TW0457  EPOCH DATE  -        1993.62
 TW0457  GEOID HEIGHT-          54.22  (meters)                     EGM96
 TW0457
 TW0457  HORZ ORDER  -  SECOND
 TW0457
 TW0457.The horizontal coordinates were established by classical geodetic methods
 TW0457.and adjusted by the National Geodetic Survey in September 1999..
 TW0457.The horizontal coordinates are valid at the epoch date displayed above.
 TW0457.The epoch date for horizontal control is a decimal equivalence
 TW0457.of Year/Month/Day.
 TW0457
 TW0457.The orthometric height was scaled from a topographic map.
 TW0457
 TW0457.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0457.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0457
 TW0457;                    North         East     Units Scale Factor Converg.
 TW0457;UTM  55      - 1,483,918.613   260,187.473   MT  1.00031147   -0 30 50.4
 TW0457
 TW0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0457!UTM  55      -   0.99997638  x   1.00031147  =   1.00028784
 TW0457
 TW0457|---------------------------------------------------------------------|
 TW0457| PID    Reference Object                     Distance      Geod. Az  |
 TW0457|                                                           dddmmss.s |
 TW0457| AJ4688 PAGO RM 1                             0.638 METERS 35207     |
 TW0457|---------------------------------------------------------------------|
 TW0457
 TW0457                          SUPERSEDED SURVEY CONTROL
 TW0457
 TW0457  GU 63       -  13 24 42.76229(N)    215 13 01.55172(W) AD(       ) 2
 TW0457
 TW0457.Superseded values are not recommended for survey control.
 TW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0457.See file dsdata.txt to determine how the superseded data were derived.
 TW0457
 TW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6018783919(NAD 83)
 TW0457_MARKER: DD = SURVEY DISK
 TW0457_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TW0457+WITH SETTING: PAVEMENT
 TW0457
 TW0457  HISTORY     - Date     Condition        Report By
 TW0457  HISTORY     - 1963     MONUMENTED       CGS
 TW0457
 TW0457                          STATION DESCRIPTION
 TW0457
 TW0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0457'THE STATION IS LOCATED ABOUT 3/4 MILE EAST NORTHEAST OF YONA, ON
 TW0457'THE HIGHEST POINT OF PAGO POINT AND ON THE WEST END OF THE CONCRETE
 TW0457'ROOF OF A DESERTED OBSERVATION POST.
 TW0457'
 TW0457'TO REACH THE STATION FROM THE ST FRANCIS CATHOLIC CHURCH IN YONA,
 TW0457'FOLLOW HIGHWAY 4 EAST NORTHEAST FOR 0.6 MILE TO A DIM TRACK ROAD
 TW0457'ON THE RIGHT.  TURN RIGHT, AND FOLLOW THE TRACK ROAD EASTERLY FOR
 TW0457'0.3 MILE TO THE END OF THE ROAD AND TRUCK TRAVEL.  PACK EASTERLY
 TW0457'FOR ABOUT 150 FEET TO THE TOP OF THE OBSERVATION BUILDING AND THE
 TW0457'STATION.
 TW0457'
 TW0457'THE STATION MARK, STAMPED---PAGO 1963---, IS A STANDARD GOVERNMENT
 TW0457'OF GUAM TRIANGULATION NET DISK CEMENTED IN A DRILL HOLE IN THE
 TW0457'CONCRETE ROOF.  IT IS 3.8 FEET EAST OF THE WEST EDGE OF THE ROOF,
 TW0457'4.8 FEET SOUTH OF THE NORTH EDGE OF THE ROOF AND 3.8 FEET NORTH
 TW0457'OF THE SOUTH EDGE OF THE ROOF.
 TW0457'
 TW0457'REFERENCE MARK NO. 1 IS A 40 MILLIMETER SHELL CASING CEMENTED IN A
 TW0457'DRILL HOLE IN THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0411 ***********************************************************************
 TW0411  DESIGNATION -  PATI USN 1963
 TW0411  PID         -  TW0411
 TW0411  STATE/COUNTY-  GU/
 TW0411  USGS QUAD   -  PATI POINT (1975)
 TW0411
 TW0411                         *CURRENT SURVEY CONTROL
 TW0411  ___________________________________________________________________
 TW0411* NAD 83(1993)-  13 35 40.03895(N)    215 02 47.56809(W)     ADJUSTED  
 TW0411* GUVD63      -       186.3    (meters)     611.     (feet)  VERT ANG  
 TW0411  ___________________________________________________________________
 TW0411  EPOCH DATE  -        1993.62
 TW0411  GEOID HEIGHT-          54.45  (meters)                     EGM96
 TW0411
 TW0411  HORZ ORDER  -  FIRST
 TW0411
 TW0411.The horizontal coordinates were established by classical geodetic methods
 TW0411.and adjusted by the National Geodetic Survey in September 1999..
 TW0411.The horizontal coordinates are valid at the epoch date displayed above.
 TW0411.The epoch date for horizontal control is a decimal equivalence
 TW0411.of Year/Month/Day.
 TW0411
 TW0411.The orthometric height was determined by vertical angle observations.
 TW0411
 TW0411.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0411.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0411
 TW0411;                    North         East     Units Scale Factor Converg.
 TW0411;UTM  55      - 1,503,805.641   278,567.603   MT  1.00020657   -0 28 52.4
 TW0411
 TW0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0411!UTM  55      -   0.99996214  x   1.00020657  =   1.00016870
 TW0411
 TW0411|---------------------------------------------------------------------|
 TW0411| PID    Reference Object                     Distance      Geod. Az  |
 TW0411|                                                           dddmmss.s |
 TW0411| AJ4689 PATI RM 1                             0.011 METERS 28747     |
 TW0411|---------------------------------------------------------------------|
 TW0411
 TW0411                          SUPERSEDED SURVEY CONTROL
 TW0411
 TW0411  GU 63       -  13 35 34.91813(N)    215 02 56.29302(W) AD(       ) 1
 TW0411
 TW0411.Superseded values are not recommended for survey control.
 TW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0411.See file dsdata.txt to determine how the superseded data were derived.
 TW0411
 TW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7856803806(NAD 83)
 TW0411_MARKER: M = AMMO SHELL CASING
 TW0411_SETTING: 66 = SET IN ROCK OUTCROP
 TW0411
 TW0411  HISTORY     - Date     Condition        Report By
 TW0411  HISTORY     - 1963     MONUMENTED       USN
 TW0411
 TW0411                          STATION DESCRIPTION
 TW0411
 TW0411'DESCRIBED BY US NAVY 1963 (NES)
 TW0411'THE STATION IS LOCATED ON THE ANDERSON AIR FORCE BASE, ON THE MOST
 TW0411'EASTERLY POINT OF THE ISLAND.  IT IS 1 MILE EAST NORTHEAST OF THE
 TW0411'MAIN RUNWAY OF THE ANDERSON AIR FORCE BASE.
 TW0411'
 TW0411'TO REACH THE STATION IT IS FIRST NECESSARY TO CONTACT THE SECURITY
 TW0411'OFFICE ON THE ANDERSON AIR FORCE BASE.  TO REACH THE STATION FROM
 TW0411'THE MAIN ENTRANCE TO THE ANDERSON AIR FORCE BASE GO EASTERLY ON THE
 TW0411'MAIN ROAD FOR 1.3 MILES TO A Y FORK, KEEP LEFT FORK AND GO 1.8 MILES
 TW0411'TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO GATE 12, PASS
 TW0411'THROUGH GATE AND GO 0.1 MILE, TURN RIGHT AND GO DOWN TAXI WAY FOR
 TW0411'0.3 MILE TO A ROAD ON THE LEFT, TURN LEFT AND GO 0.3 MILE TO A
 TW0411'DISPOSAL AREA ON THE RIGHT, TURN RIGHT THROUGH THE DISPOSAL AREA TO
 TW0411'A DIM TRACK ROAD ON THE LEFT, CONTINUE ON THE DIM ROAD FOR 0.5 MILE
 TW0411'TO THE END OF TRUCK TRAVEL.  PACK EASTERLY ON OLD TRACK ROAD FOR
 TW0411'20 MINUTES TO THE HIGHEST POINT OF THE KNOLL AND THE STATION.
 TW0411'
 TW0411'THE STATION MARK IS A 8 MILLIMETER SHELL CASING CEMENTED IN THE
 TW0411'CORAL ROCK OUTCROP.  IT IS 4 FEET NORTHEAST OF THE EDGE OF A STEEP
 TW0411'CLIFF.
 TW0411'
 TW0411'REFERENCE MARK NO 1 IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0411'STATION MARK DISK, STAMPED---PATI 1963---, CEMENTED IN THE CORAL ROCK
 TW0411'OUTCROP.  IT IS 4 FEET NORTHEAST OF THE EDGE OF A STEEP CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3066 ***********************************************************************
 DH3066  DESIGNATION -  PAUL
 DH3066  PID         -  DH3066
 DH3066  STATE/COUNTY-  GU/GUAM
 DH3066  USGS QUAD   -  TALOFOFO (1975)
 DH3066
 DH3066                         *CURRENT SURVEY CONTROL
 DH3066  ___________________________________________________________________
 DH3066* NAD 83(1986)-  13 22 27.     (N)    215 13 44.     (W)     SCALED    
 DH3066* GUVD04      -         7.708  (meters)      25.29   (feet)  ADJUSTED  
 DH3066  ___________________________________________________________________
 DH3066  GEOID HEIGHT-          53.98  (meters)                     EGM96
 DH3066
 DH3066  VERT ORDER  -  FIRST     CLASS II
 DH3066
 DH3066.The horizontal coordinates were scaled from a topographic map and have
 DH3066.an estimated accuracy of +/- 6 seconds.
 DH3066
 DH3066.The orthometric height was determined by differential leveling
 DH3066.and adjusted by the National Geodetic Survey in May 2005..
 DH3066
 DH3066.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3066.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3066
 DH3066                          SUPERSEDED SURVEY CONTROL
 DH3066
 DH3066.No superseded survey control is available for this station.
 DH3066
 DH3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ586796(NAD 83)
 DH3066_MARKER: DD = SURVEY DISK
 DH3066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3066_SP_SET: DRAINAGE PAD
 DH3066_STAMPING: PAUL 2004
 DH3066_MARK LOGO: GUAMLM
 DH3066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3066+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DH3066
 DH3066  HISTORY     - Date     Condition        Report By
 DH3066  HISTORY     - 20040504 MONUMENTED       GUAMLM
 DH3066
 DH3066                          STATION DESCRIPTION
 DH3066
 DH3066'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3066'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3066'OF YONA.
 DH3066' 
 DH3066'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 DH3066'ROUTE 17, GO SOUTH ON ROUTE 4 FOR 0.8 MILES, TO THE STATION ON THE
 DH3066'WEST SIDE OF ROUTE 4.  THE MARK ON THE SOUTH ENTRANCE TO THE COUNTRY
 DH3066'CLUB OF THE PACIFIC.  THE MARK IS FLUSH ON A CONCRETE DRAINAGE PAD.
 DH3066' 
 DH3066'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.60M WEST OF
 DH3066'CENTERLINE OF ROUTE 4, 9.20M SOUTH OF CENTERLINE ASPHALT ROAD, AND
 DH3066'2.64 EAST FROM THE SOUTHWEST CORNER OF A CONCRETE PAD.
 DH3066' 
 DH3066'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT SURVEY DIVISION
 DH3066'OF GUAM DISK STAMPED--PAUL 2004--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0499 ***********************************************************************
 TW0499  DESIGNATION -  PIE 4 1963
 TW0499  PID         -  TW0499
 TW0499  STATE/COUNTY-  GU/
 TW0499  USGS QUAD   -  APRA HARBOR (1975)
 TW0499
 TW0499                         *CURRENT SURVEY CONTROL
 TW0499  ___________________________________________________________________
 TW0499* NAD 83(1993)-  13 26 31.13676(N)    215 21 07.96045(W)     ADJUSTED  
 TW0499* GUVD63      -        39.     (meters)     128.     (feet)  SCALED    
 TW0499  ___________________________________________________________________
 TW0499  EPOCH DATE  -        1993.62
 TW0499  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0499
 TW0499  HORZ ORDER  -  SECOND
 TW0499
 TW0499.The horizontal coordinates were established by classical geodetic methods
 TW0499.and adjusted by the National Geodetic Survey in September 1999..
 TW0499.The horizontal coordinates are valid at the epoch date displayed above.
 TW0499.The epoch date for horizontal control is a decimal equivalence
 TW0499.of Year/Month/Day.
 TW0499
 TW0499.The orthometric height was scaled from a topographic map.
 TW0499
 TW0499.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0499.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0499
 TW0499;                    North         East     Units Scale Factor Converg.
 TW0499;UTM  55      - 1,487,229.502   245,317.694   MT  1.00040245   -0 32 49.5
 TW0499
 TW0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0499!UTM  55      -   0.99998527  x   1.00040245  =   1.00038772
 TW0499
 TW0499                          SUPERSEDED SURVEY CONTROL
 TW0499
 TW0499  GU 63       -  13 26 25.98167(N)    215 21 16.67071(W) AD(       ) 2
 TW0499
 TW0499.Superseded values are not recommended for survey control.
 TW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0499.See file dsdata.txt to determine how the superseded data were derived.
 TW0499
 TW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4531887230(NAD 83)
 TW0499_MARKER: I = METAL ROD
 TW0499_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TW0499+WITH SETTING: PAVEMENT
 TW0499
 TW0499  HISTORY     - Date     Condition        Report By
 TW0499  HISTORY     - 1963     MONUMENTED       CGS
 TW0499
 TW0499                          STATION DESCRIPTION
 TW0499
 TW0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0499'THE STATION IS 3 MILES NORTHWEST OF APRA HEIGHTS, 1/4 MILE NORTH
 TW0499'NORTHWEST OF THE SUMAY HOUSING AREA, 150 FEET NORTH OF OROTE POINT
 TW0499'ROAD, ON THE SUMMIT AND NEAR THE EAST END OF A BRUSH AND CORAL
 TW0499'COVERED EAST AND WEST RIDGE THAT OVERLOOKS THE BREAKWATER TO THE NORTH
 TW0499'AND AT THE SITE OF AN OLD DEFENSE GUN EMPLACEMENT.
 TW0499'
 TW0499'TO REACH THE STATION FROM THE GUARD GATE AT THE MAIN ENTRANCE TO THE
 TW0499'NAVAL STATION, GO WEST ON HIGHWAY 1 FOR 1.0 MILE TO THE JUNCTION OF
 TW0499'HIGHWAY 2.  BEAR RIGHT AND CONTINUE ON HIGHWAY 1 FOR 0.7 MILE TO A
 TW0499'CROSSROAD.  TURN LEFT AND CONTINUE WESTERLY ON HIGHWAY 1A FOR 0.6 MILE
 TW0499'TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD AND GO WESTERLY ON OROTE
 TW0499'POINT ROAD FOR 0.35 MILE TO A BRUSHED OUT TRAIL ON THE RIGHT, ABOUT
 TW0499'MIDWAY ALONG A LONG CURVE IN THE ROAD.  FROM THIS POINT, PACK NORTH
 TW0499'ABOUT 150 FEET TO THE STATION NEAR THE SOUTHEAST CORNER OF AN OLD
 TW0499'CONCRETE FOUNDATION.
 TW0499'
 TW0499'STATION MARK IS A 1 INCH COPPER PIN WITH A PUNCH HOLE, CEMENTED IN A
 TW0499'DRILL HOLE IN A CONCRETE FOUNDATION WHICH PROJECTS ABOUT 5 FEET ON
 TW0499'THE SOUTH AND EAST SIDE.  THE PIN IS FLUSH WITH THE FOUNDATION AND
 TW0499'THE LETTERS PIE ARE IMPRINTED IN THE CEMENT WHICH SURROUNDS THE PIN.
 TW0499'IT IS 11 FEET SOUTHEAST OF A 3 INCH IRON PIPE WHICH PROJECTS 3 INCHES,
 TW0499'2.8 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION AND 2.8
 TW0499'FEET NORTH OF THE SOUTH EDGE OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0517 ***********************************************************************
 TW0517  DESIGNATION -  POST GG
 TW0517  PID         -  TW0517
 TW0517  STATE/COUNTY-  GU/
 TW0517  USGS QUAD   -  AGANA (1968)
 TW0517
 TW0517                         *CURRENT SURVEY CONTROL
 TW0517  ___________________________________________________________________
 TW0517* NAD 83(1993)-  13 28 29.27647(N)    215 14 57.21015(W)     ADJUSTED  
 TW0517* GUVD63      -         2.9    (meters)      10.     (feet)  VERT ANG  
 TW0517  ___________________________________________________________________
 TW0517  EPOCH DATE  -        1993.62
 TW0517  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0517
 TW0517  HORZ ORDER  -  SECOND
 TW0517
 TW0517.The horizontal coordinates were established by classical geodetic methods
 TW0517.and adjusted by the National Geodetic Survey in September 1999..
 TW0517.The horizontal coordinates are valid at the epoch date displayed above.
 TW0517.The epoch date for horizontal control is a decimal equivalence
 TW0517.of Year/Month/Day.
 TW0517
 TW0517.The orthometric height was determined by vertical angle observations.
 TW0517
 TW0517.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0517.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0517
 TW0517;                    North         East     Units Scale Factor Converg.
 TW0517;UTM  55      - 1,490,757.014   256,506.838   MT  1.00033347   -0 31 27.7
 TW0517
 TW0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0517!UTM  55      -   0.99999095  x   1.00033347  =   1.00032441
 TW0517
 TW0517                          SUPERSEDED SURVEY CONTROL
 TW0517
 TW0517  GU 63       -  13 28 24.12895(N)    215 15 05.92541(W) AD(       ) 2
 TW0517
 TW0517.Superseded values are not recommended for survey control.
 TW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0517.See file dsdata.txt to determine how the superseded data were derived.
 TW0517
 TW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5650790757(NAD 83)
 TW0517_MARKER: DD = SURVEY DISK
 TW0517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0517_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0517
 TW0517  HISTORY     - Date     Condition        Report By
 TW0517  HISTORY     - 1963     MONUMENTED       CGS
 TW0517
 TW0517                          STATION DESCRIPTION
 TW0517
 TW0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0517'THE STATION IS IN THE SOUTHWEST CORNER OF THE LAWN OF THE AGANA POST
 TW0517'OFFICE, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF ASPINALL AVE.
 TW0517'AND SAYLOR STREET, BETWEEN A SIDEWALK AND A CURB ON THE NORTH SIDE OF
 TW0517'SAYLOR STREET.
 TW0517'
 TW0517'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0517'STAMPED---POST 1963---, ENCLOSED IN A CAST IRON HOUSING 2 INCHES
 TW0517'BELOW THE SURFACE OF THE GROUND.  IT IS 52.5 FEET SOUTH OF THE
 TW0517'SOUTHWEST CORNER OF THE POST OFFICE, 29.0 FEET SOUTHWEST OF A
 TW0517'FLAGPOLE, 4 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND
 TW0517'4.5 FEET NORTH OF THE NORTH EDGE OF CURB OF SAYLOR STREET.
 TW0517'
 TW0517'AGANA MONUMENT L+C, IS A BRASS SHELL CASING SET IN CONCRETE POST
 TW0517'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 21.5 FEET EAST
 TW0517'SOUTHEAST OF A FLAGPOLE AND 4.5 FEET SOUTHWEST OF AGANA MONUMENT
 TW0517'50000 1945.
 TW0517'
 TW0517'NOTE--THE STATION WAS OCCUPIED FOR TELLUROMETER TRAVERSE FROM
 TW0517'TRIANGULATION STATION BAPTIST.
 TW0517'
 TW0517'*TRAVERSED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0391 ***********************************************************************
 TW0391  DESIGNATION -  POTTS
 TW0391  PID         -  TW0391
 TW0391  STATE/COUNTY-  GU/GUAM
 TW0391  USGS QUAD   -  
 TW0391
 TW0391                         *CURRENT SURVEY CONTROL
 TW0391  ___________________________________________________________________
 TW0391* NAD 83(1993)-  13 35 21.43890(N)    215 08 10.07627(W)     ADJUSTED  
 TW0391* GUVD63      -       146.966  (meters)     482.17   (feet)  ADJ UNCH  
 TW0391  ___________________________________________________________________
 TW0391  EPOCH DATE  -        1993.62
 TW0391  GEOID HEIGHT-          54.87  (meters)                     EGM96
 TW0391
 TW0391  HORZ ORDER  -  SECOND
 TW0391  VERT ORDER  -  FIRST     CLASS II
 TW0391
 TW0391.The horizontal coordinates were established by classical geodetic methods
 TW0391.and adjusted by the National Geodetic Survey in September 1999..
 TW0391.The horizontal coordinates are valid at the epoch date displayed above.
 TW0391.The epoch date for horizontal control is a decimal equivalence
 TW0391.of Year/Month/Day.
 TW0391
 TW0391.The orthometric height was key entered from printed documents
 TW0391.and not key verified.
 TW0391
 TW0391.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0391.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0391
 TW0391;                    North         East     Units Scale Factor Converg.
 TW0391;UTM  55      - 1,503,317.127   268,865.663   MT  1.00026089   -0 30 07.7
 TW0391
 TW0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0391!UTM  55      -   0.99996826  x   1.00026089  =   1.00022914
 TW0391
 TW0391                          SUPERSEDED SURVEY CONTROL
 TW0391
 TW0391  GU 63       -  13 35 16.31818(N)    215 08 18.79729(W) AD(       ) 2
 TW0391
 TW0391.Superseded values are not recommended for survey control.
 TW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0391.See file dsdata.txt to determine how the superseded data were derived.
 TW0391
 TW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6886603317(NAD 83)
 TW0391_MARKER: DS = TRIANGULATION STATION DISK
 TW0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0391_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0391_STAMPING: POTTS 1963
 TW0391_MARK LOGO: GU    
 TW0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0391+STABILITY: SURFACE MOTION
 TW0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0391+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 TW0391
 TW0391  HISTORY     - Date     Condition        Report By
 TW0391  HISTORY     - 1963     MONUMENTED       CGS
 TW0391  HISTORY     - 20040521 GOOD             GUAMLM
 TW0391
 TW0391                          STATION DESCRIPTION
 TW0391
 TW0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0391'THE STATION IS LOCATED 5 MILES NORTHEAST OF DEDEDO, 4 MILES WEST
 TW0391'NORTHWEST OF THE ANDERSON AIR FORCE BASE AND ON THE ROAD RIGHT OF
 TW0391'WAY.
 TW0391'
 TW0391'TO REACH THE STATION FROM THE WETTENGEL SCHOOL AND JUNCTION GO
 TW0391'NORTHEASTERLY ON ROUTE 3 FOR 5.15 MILES TO THE JUNCTION OF ROUTE 9
 TW0391'AND THE STATION ON THE LEFT.
 TW0391'
 TW0391'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0391'STAMPED---POTTS 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0391'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 98 FEET
 TW0391'SOUTHEAST OF A TRIANGLE BLAZED TREE AND 88 FEET NORTHWEST OF THE
 TW0391'CENTER OF THE CENTER OF ROUTE 3.
 TW0391
 TW0391                          STATION RECOVERY (2004)
 TW0391
 TW0391'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0391'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0391'OF DEDEDO.
 TW0391' 
 TW0391'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 TW0391'CORP DRIVE AND ROUTE 3, GO NORTH ON ROUTE 3 FOR 5.1 MILE, TAKE LEFT
 TW0391'FORK IN ROAD STATION ON THE LEFT SIDE OF ROUTE 3A.
 TW0391' 
 TW0391'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 30.00M NORTHWEST
 TW0391'FROM CENTERLINE OF ROUTE 3A AND 21.00M NORTHWEST OF SIGN WITH THE
 TW0391'WORDINGS (US GOVERNMENT PROPERTY NO TRESPASSING.
 TW0391' 
 TW0391'THIS MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0391'STAMPED--POTTS--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0117 ***********************************************************************
 TW0117  DESIGNATION -  Q 1
 TW0117  PID         -  TW0117
 TW0117  STATE/COUNTY-  GU/GUAM
 TW0117  USGS QUAD   -  INARAJAN (1968)
 TW0117
 TW0117                         *CURRENT SURVEY CONTROL
 TW0117  ___________________________________________________________________
 TW0117* NAD 83(1986)-  13 16 12.     (N)    215 15 21.     (W)     SCALED    
 TW0117* GUVD63      -         2.605  (meters)       8.55   (feet)  ADJ UNCH  
 TW0117  ___________________________________________________________________
 TW0117  GEOID HEIGHT-          53.10  (meters)                     EGM96
 TW0117
 TW0117  VERT ORDER  -  FIRST     CLASS II
 TW0117
 TW0117.The horizontal coordinates were scaled from a topographic map and have
 TW0117.an estimated accuracy of +/- 6 seconds.
 TW0117
 TW0117.The orthometric height was key entered from printed documents
 TW0117.and not key verified.
 TW0117
 TW0117.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0117.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0117
 TW0117                          SUPERSEDED SURVEY CONTROL
 TW0117
 TW0117.No superseded survey control is available for this station.
 TW0117
 TW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ555680(NAD 83)
 TW0117_MARKER: DD = SURVEY DISK
 TW0117_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TW0117_SP_SET: HEADWALL
 TW0117_STAMPING: Q 1
 TW0117_MARK LOGO: GUGS  
 TW0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TW0117
 TW0117  HISTORY     - Date     Condition        Report By
 TW0117  HISTORY     - 1963     MONUMENTED       GUGS
 TW0117  HISTORY     - 1963     GOOD             GUGS
 TW0117
 TW0117                          STATION DESCRIPTION
 TW0117
 TW0117'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0117'NO DESCRIPTION SUMBMITTED.
 TW0117
 TW0117                          STATION RECOVERY (1963)
 TW0117
 TW0117'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0117'0.5 MILE SOUTH ALONG HIGHWAY 4 FROM INARAJAN, 116 FEET NORTHEAST OF A
 TW0117'POWER POLE, 7.4 FEET NORTHEAST OF THE SOUTHWEST END OF HEADWALL OF
 TW0117'CONCRETE CULVERT, 2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 TW0117'HEADWALL.
 TW0117' 
 TW0117'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0117'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0392 ***********************************************************************
 TW0392  DESIGNATION -  QUEZON
 TW0392  PID         -  TW0392
 TW0392  STATE/COUNTY-  GU/GUAM
 TW0392  USGS QUAD   -  AGANA (1968)
 TW0392
 TW0392                         *CURRENT SURVEY CONTROL
 TW0392  ___________________________________________________________________
 TW0392* NAD 83(1993)-  13 26 28.23990(N)    215 11 59.04473(W)     ADJUSTED  
 TW0392* GUVD63      -        67.669  (meters)     222.01   (feet)  ADJ UNCH  
 TW0392  ___________________________________________________________________
 TW0392  EPOCH DATE  -        1993.62
 TW0392  GEOID HEIGHT-          54.35  (meters)                     EGM96
 TW0392
 TW0392  HORZ ORDER  -  SECOND
 TW0392  VERT ORDER  -  FIRST     CLASS II
 TW0392
 TW0392.The horizontal coordinates were established by classical geodetic methods
 TW0392.and adjusted by the National Geodetic Survey in September 1999..
 TW0392.The horizontal coordinates are valid at the epoch date displayed above.
 TW0392.The epoch date for horizontal control is a decimal equivalence
 TW0392.of Year/Month/Day.
 TW0392
 TW0392.The orthometric height was key entered from printed documents
 TW0392.and not key verified.
 TW0392
 TW0392.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0392.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0392
 TW0392;                    North         East     Units Scale Factor Converg.
 TW0392;UTM  55      - 1,486,987.855   261,833.622   MT  1.00030173   -0 30 41.6
 TW0392
 TW0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0392!UTM  55      -   0.99998081  x   1.00030173  =   1.00028254
 TW0392
 TW0392                          SUPERSEDED SURVEY CONTROL
 TW0392
 TW0392  GU 63       -  13 26 23.08522(N)    215 12 07.76299(W) AD(       ) 2
 TW0392
 TW0392.Superseded values are not recommended for survey control.
 TW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0392.See file dsdata.txt to determine how the superseded data were derived.
 TW0392
 TW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6183486988(NAD 83)
 TW0392_MARKER: DS = TRIANGULATION STATION DISK
 TW0392_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0392_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0392_STAMPING: QUEZON 1963
 TW0392_MARK LOGO: GU    
 TW0392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0392
 TW0392  HISTORY     - Date     Condition        Report By
 TW0392  HISTORY     - 1963     MONUMENTED       CGS
 TW0392
 TW0392                          STATION DESCRIPTION
 TW0392
 TW0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0392'THE STATION IS 2 MILES SOUTH OF BARRIGADA, 1-3/4 MILES EAST OF CHALAN
 TW0392'FAGO, 120 FEET SOUTHWEST OF A POWER SUBSTATION, AND IN THE SOUTHEAST
 TW0392'ANGLE OF THE INTERSECTION OF HIGHWAY 10 AND A PAVED ROAD LEADING EAST.
 TW0392'
 TW0392'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 4 IN AGANA,
 TW0392'GO SOUTH ON HIGHWAY 4 FOR 4.0 MILES TO THE JUNCTION OF HIGHWAY 10
 TW0392'ON THE LEFT.  TURN LEFT AND GO EAST ON HIGHWAY 10 FOR 1.4 MILES TO
 TW0392'THE COLLEGE OF GUAM ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON HIGHWAY
 TW0392'10 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 TW0392'
 TW0392'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0392'STAMPED---QUEZON 1963---.  IT IS 40 FEET SOUTH OF A POWER LINE GUY
 TW0392'POLE AND 39 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0118 ***********************************************************************
 TW0118  DESIGNATION -  R 1
 TW0118  PID         -  TW0118
 TW0118  STATE/COUNTY-  GU/GUAM
 TW0118  USGS QUAD   -  INARAJAN (1968)
 TW0118
 TW0118                         *CURRENT SURVEY CONTROL
 TW0118  ___________________________________________________________________
 TW0118* NAD 83(1986)-  13 15 45.     (N)    215 15 45.     (W)     SCALED    
 TW0118* GUVD63      -         2.778  (meters)       9.11   (feet)  ADJ UNCH  
 TW0118  ___________________________________________________________________
 TW0118  GEOID HEIGHT-          53.05  (meters)                     EGM96
 TW0118
 TW0118  VERT ORDER  -  FIRST     CLASS II
 TW0118
 TW0118.The horizontal coordinates were scaled from a topographic map and have
 TW0118.an estimated accuracy of +/- 6 seconds.
 TW0118
 TW0118.The orthometric height was key entered from printed documents
 TW0118.and not key verified.
 TW0118
 TW0118.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0118.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0118
 TW0118                          SUPERSEDED SURVEY CONTROL
 TW0118
 TW0118.No superseded survey control is available for this station.
 TW0118
 TW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ548672(NAD 83)
 TW0118_MARKER: DD = SURVEY DISK
 TW0118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0118_SP_SET: CULVERT HEADWALL
 TW0118_STAMPING: R 1
 TW0118_MARK LOGO: GUGS  
 TW0118_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0118+STABILITY: SURFACE MOTION
 TW0118
 TW0118  HISTORY     - Date     Condition        Report By
 TW0118  HISTORY     - 1963     MONUMENTED       GUGS
 TW0118  HISTORY     - 1963     GOOD             GUGS
 TW0118
 TW0118                          STATION DESCRIPTION
 TW0118
 TW0118'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0118'NO DESCRIPTION SUMBMITTED.
 TW0118
 TW0118                          STATION RECOVERY (1963)
 TW0118
 TW0118'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0118'1.4 MILES SOUTHWEST ALONG HIGHWAY 4 FROM THE ST JOSEPHS CHURCH IN
 TW0118'INARAJAN, 43 FEET SOUTHEAST OF A POWER POLE AND 9 FEET NORTH OF A
 TW0118'COCOANUT TREE.
 TW0118' 
 TW0118'THE MARK IS GUAM GEODETIC NET DISK STAMPED R 1 1963, CEMENTED IN A
 TW0118'DRILL HOLE IN THE CENTER OF THE HEADWALL OF A CONCRETE CULVERT ALONG
 TW0118'THE SOUTHEAST SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0417 ***********************************************************************
 TW0417  DESIGNATION -  REFUEL GG
 TW0417  PID         -  TW0417
 TW0417  STATE/COUNTY-  GU/
 TW0417  USGS QUAD   -  PATI POINT (1975)
 TW0417
 TW0417                         *CURRENT SURVEY CONTROL
 TW0417  ___________________________________________________________________
 TW0417* NAD 83(1993)-  13 35 02.24708(N)    215 05 07.07156(W)     ADJUSTED  
 TW0417* GUVD63      -       160.     (meters)     525.     (feet)  SCALED    
 TW0417  ___________________________________________________________________
 TW0417  EPOCH DATE  -        1993.62
 TW0417  GEOID HEIGHT-          54.63  (meters)                     EGM96
 TW0417
 TW0417  HORZ ORDER  -  SECOND
 TW0417
 TW0417.The horizontal coordinates were established by classical geodetic methods
 TW0417.and adjusted by the National Geodetic Survey in September 1999..
 TW0417.The horizontal coordinates are valid at the epoch date displayed above.
 TW0417.The epoch date for horizontal control is a decimal equivalence
 TW0417.of Year/Month/Day.
 TW0417
 TW0417.The orthometric height was scaled from a topographic map.
 TW0417
 TW0417.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0417.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0417
 TW0417;                    North         East     Units Scale Factor Converg.
 TW0417;UTM  55      - 1,502,679.557   274,363.243   MT  1.00022982   -0 29 23.9
 TW0417
 TW0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0417!UTM  55      -   0.99996625  x   1.00022982  =   1.00019606
 TW0417
 TW0417                          SUPERSEDED SURVEY CONTROL
 TW0417
 TW0417  GU 63       -  13 34 57.12437(N)    215 05 15.79383(W) AD(       ) 2
 TW0417
 TW0417.Superseded values are not recommended for survey control.
 TW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0417.See file dsdata.txt to determine how the superseded data were derived.
 TW0417
 TW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7436302680(NAD 83)
 TW0417_MARKER: DD = SURVEY DISK
 TW0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0417_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0417
 TW0417  HISTORY     - Date     Condition        Report By
 TW0417  HISTORY     - 1963     MONUMENTED       CGS
 TW0417
 TW0417                          STATION DESCRIPTION
 TW0417
 TW0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0417'THE STATION IS ON THE NORTH SIDE OF THE SOUTHWEST END OF THE ANDERSON
 TW0417'AIR FORCE BASE, IN A GRASSY AREA BETWEEN TAXI APRONS AND JUST WEST
 TW0417'SOUTHWEST OF THE END OF A ROW OF FLAT, CONCRETE STORAGE TANKS.
 TW0417'
 TW0417'TO REACH THE STATION FROM GATE 12 AT THE NORTHEAST END OF AAFB, GO
 TW0417'NORTHWEST FOR 0.1 MILE TO TAXING STRIP.  TURN LEFT AND GO SOUTHWEST
 TW0417'ALONG THE STRIP FOR 1.0 MILE.  BEAR LEFT THEN RIGHT AND CONTINUE
 TW0417'SOUTHWEST FOR 0.9 MILE TO PERIMETER ROAD AT THE SOUTHWEST END OF THE
 TW0417'STRIP.  BEAR LEFT THEN RIGHT ON PERIMETER RD. AND GO WEST AND NORTH
 TW0417'FOR 0.6 MILE TO A GRAVEL ROAD ON THE LEFT.  BEAR LEFT AND GO
 TW0417'NORTHWEST ON THE GRAVEL ROAD FOR 0.6 MILE TO CONCRETE RUNWAY.  TURN
 TW0417'LEFT AND GO NORTHWEST ALONG THE RUNWAY FOR 0.15 MILE TO THE STATION
 TW0417'ON THE RIGHT IN A GRASSY AREA 122 FEET EAST NORTHEAST OF THE EAST
 TW0417'EDGE OF THE RUNWAY.
 TW0417'
 TW0417'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0417'STAMPED---REFUEL 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH
 TW0417'WITH THE SURFACE OF THE GROUND.  IT IS 128 FEET WEST OF THE
 TW0417'WEST CORNER OF CONCRETE TAXI APRON AND 126 FEET SOUTHWEST OF THE
 TW0417'SOUTHWEST CORNER OF A CONCRETE TAXI APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4395 ***********************************************************************
 AA4395  DESIGNATION -  ROSA
 AA4395  PID         -  AA4395
 AA4395  STATE/COUNTY-  GU/
 AA4395  USGS QUAD   -  PATI POINT (1975)
 AA4395
 AA4395                         *CURRENT SURVEY CONTROL
 AA4395  ___________________________________________________________________
 AA4395* NAD 83(1993)-  13 32 23.83382(N)    215 05 09.31638(W)     ADJUSTED  
 AA4395* GUVD63      -       233.     (meters)     764.     (feet)  GPS OBS   
 AA4395  ___________________________________________________________________
 AA4395  EPOCH DATE  -        1993.62
 AA4395  X           -  -5,075,274.923 (meters)                     COMP
 AA4395  Y           -   3,565,100.178 (meters)                     COMP
 AA4395  Z           -   1,483,613.897 (meters)                     COMP
 AA4395  ELLIP HEIGHT-         287.47  (meters)          (11/30/94) GPS OBS
 AA4395  GEOID HEIGHT-          54.42  (meters)                     EGM96
 AA4395
 AA4395  HORZ ORDER  -  FIRST
 AA4395  ELLP ORDER  -  FIFTH     CLASS I
 AA4395
 AA4395.The horizontal coordinates were established by GPS observations
 AA4395.and adjusted by the National Geodetic Survey in November 1994..
 AA4395.No horizontal observational check was made to the station.
 AA4395.The horizontal coordinates are valid at the epoch date displayed above.
 AA4395.The epoch date for horizontal control is a decimal equivalence
 AA4395.of Year/Month/Day.
 AA4395
 AA4395.The orthometric height was determined by GPS observations and a
 AA4395.high-resolution geoid model.
 AA4395.No vertical observational check was made to the station.
 AA4395
 AA4395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4395
 AA4395.The ellipsoidal height was determined by GPS observations
 AA4395.and is referenced to NAD 83.
 AA4395
 AA4395.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4395.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4395
 AA4395;                    North         East     Units Scale Factor Converg.
 AA4395;UTM  55      - 1,497,810.827   274,254.156   MT  1.00023043   -0 29 18.9
 AA4395
 AA4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4395!UTM  55      -   0.99995480  x   1.00023043  =   1.00018522
 AA4395
 AA4395                          SUPERSEDED SURVEY CONTROL
 AA4395
 AA4395.No superseded survey control is available for this station.
 AA4395
 AA4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7425497811(NAD 83)
 AA4395_MARKER: DD = SURVEY DISK
 AA4395_SETTING: 66 = SET IN ROCK OUTCROP
 AA4395_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA4395_STAMPING: ROSA 1991
 AA4395_MARK LOGO: LDGO  
 AA4395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4395+STABILITY: POSITION/ELEVATION WELL
 AA4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4395+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 AA4395
 AA4395  HISTORY     - Date     Condition        Report By
 AA4395  HISTORY     - 1991     MONUMENTED       LDGO
 AA4395  HISTORY     - 19930804 GOOD             NOS
 AA4395
 AA4395                          STATION DESCRIPTION
 AA4395
 AA4395'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4395'THE STATION IS LOCATED IN YIGO IN THE NE AREA OF GUAM, USA AT THE GUAM
 AA4395'SEISMIC OBSERVATORY. TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 AA4395'AND WEST GAYINERO DRIVE(ROUTE 29) IN YIGO, FOLLOW W. GAYINERO DR.
 AA4395'EASTERLY FOR 1.25 MI (2.01 KM) TO A CROSSROAD JUNCTION WITH ROUTE 15.
 AA4395'TURN LEFT ONTO ROUTE 15 AND DRIVE NW FOR 1.1 MI (1.8 KM) TO A REVERSE
 AA4395'Y JUNCTION. TURN SHARP RIGHT AND GO UP THE HILL .4 MI (0.6 KM) TO A
 AA4395'DIM TRACK ROAD ON THE LEFT.  THE TURN IS PAST THE CONCRETE WORKS
 AA4395'ENTRANCE AND BEFORE THE LEFT TURN TO THE AIRCRAFT LANDING RADAR
 AA4395'FACILITY. THE TRACK IS PASSABLE FOR TRUCKS, BUT NOT CARS.  PROCEED 80
 AA4395'M (262.5 FT) ON THE TRACK ROAD TO THE SEISMIC VAULT AND CONTINUE
 AA4395'ANOTHER 30 M (98.4 FT) - 35 M (114.8 FT) ONTO THE FLAT TOPPED HILL
 AA4395'SURROUNDED BY BLUFFS TO THE NW, NE, AND SE. THE STATION IS ON AN
 AA4395'OUTCROP AT GROUND LEVEL ABOUT 20 M (65.6 FT) FROM THE FAR END OF THE
 AA4395'FLAT AREA. THE STATION IS A STANDARD LDGO EARTHQUAKE RESEARCH BRASS
 AA4395'DISK EPOXIED INTO A DRILL HOLE IN A CORAL LIMESTONE OUTCROP AND
 AA4395'STAMPED -ROSA 1991-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0454 ***********************************************************************
 TW0454  DESIGNATION -  ROSARY GG
 TW0454  PID         -  TW0454
 TW0454  STATE/COUNTY-  GU/
 TW0454  USGS QUAD   -  AGANA (1968)
 TW0454
 TW0454                         *CURRENT SURVEY CONTROL
 TW0454  ___________________________________________________________________
 TW0454* NAD 83(1993)-  13 28 10.95215(N)    215 12 05.78858(W)     ADJUSTED  
 TW0454* GUVD63      -        61.     (meters)     200.     (feet)  SCALED    
 TW0454  ___________________________________________________________________
 TW0454  EPOCH DATE  -        1993.62
 TW0454  GEOID HEIGHT-          54.52  (meters)                     EGM96
 TW0454
 TW0454  HORZ ORDER  -  SECOND
 TW0454
 TW0454.The horizontal coordinates were established by classical geodetic methods
 TW0454.and adjusted by the National Geodetic Survey in September 1999..
 TW0454.The horizontal coordinates are valid at the epoch date displayed above.
 TW0454.The epoch date for horizontal control is a decimal equivalence
 TW0454.of Year/Month/Day.
 TW0454
 TW0454.The orthometric height was scaled from a topographic map.
 TW0454
 TW0454.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0454.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0454
 TW0454;                    North         East     Units Scale Factor Converg.
 TW0454;UTM  55      - 1,490,147.027   261,658.955   MT  1.00030276   -0 30 47.0
 TW0454
 TW0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0454!UTM  55      -   0.99998183  x   1.00030276  =   1.00028459
 TW0454
 TW0454                          SUPERSEDED SURVEY CONTROL
 TW0454
 TW0454  GU 63       -  13 28 05.80302(N)    215 12 14.50636(W) AD(       ) 2
 TW0454
 TW0454.Superseded values are not recommended for survey control.
 TW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0454.See file dsdata.txt to determine how the superseded data were derived.
 TW0454
 TW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6165990147(NAD 83)
 TW0454_MARKER: DD = SURVEY DISK
 TW0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0454_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0454
 TW0454  HISTORY     - Date     Condition        Report By
 TW0454  HISTORY     - 1963     MONUMENTED       CGS
 TW0454
 TW0454                          STATION DESCRIPTION
 TW0454
 TW0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0454'THE STATION IS IN THE VILLAGE OF BARRIGADA, 1/4 MILE WEST OF THE
 TW0454'JUNCTION OF HIGHWAYS 8 AND 10, AND AT THE SOUTHWEST CORNER OF THE
 TW0454'ST. VINCENTE CATHOLIC CHURCH.
 TW0454'
 TW0454'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 8 AND 10, IN
 TW0454'BARRIGADA, GO WEST ON HIGHWAY 8 FOR 0.25 MILE TO A SIDE ROAD ON
 TW0454'THE LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.1 MILE TO
 TW0454'A SIDE ROAD ON THE LEFT AND THE STATION IN THE NORTHEAST ANGLE.
 TW0454'
 TW0454'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0454'DISK STAMPED---ROSARY 1963---, SET IN CONCRETE AND ENCLOSED IN A
 TW0454'CAST IRON HOUSING FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 TW0454'14.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH AND
 TW0454'29.5 FEET NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0458 ***********************************************************************
 TW0458  DESIGNATION -  RW 100 14 19 USN 1963
 TW0458  PID         -  TW0458
 TW0458  STATE/COUNTY-  GU/
 TW0458  USGS QUAD   -  DEDEDO (1975)
 TW0458
 TW0458                         *CURRENT SURVEY CONTROL
 TW0458  ___________________________________________________________________
 TW0458* NAD 83(1993)-  13 29 28.85534(N)    215 11 27.02353(W)     ADJUSTED  
 TW0458* GUVD63      -        90.     (meters)     295.     (feet)  SCALED    
 TW0458  ___________________________________________________________________
 TW0458  EPOCH DATE  -        1993.62
 TW0458  GEOID HEIGHT-          54.60  (meters)                     EGM96
 TW0458
 TW0458  HORZ ORDER  -  SECOND
 TW0458
 TW0458.The horizontal coordinates were established by classical geodetic methods
 TW0458.and adjusted by the National Geodetic Survey in September 1999..
 TW0458.The horizontal coordinates are valid at the epoch date displayed above.
 TW0458.The epoch date for horizontal control is a decimal equivalence
 TW0458.of Year/Month/Day.
 TW0458
 TW0458.The orthometric height was scaled from a topographic map.
 TW0458
 TW0458.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0458.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0458
 TW0458;                    North         East     Units Scale Factor Converg.
 TW0458;UTM  55      - 1,492,531.331   262,846.549   MT  1.00029577   -0 30 40.9
 TW0458
 TW0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0458!UTM  55      -   0.99997726  x   1.00029577  =   1.00027302
 TW0458
 TW0458                          SUPERSEDED SURVEY CONTROL
 TW0458
 TW0458  GU 63       -  13 29 23.71070(N)    215 11 35.74267(W) AD(       ) 2
 TW0458
 TW0458.Superseded values are not recommended for survey control.
 TW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0458.See file dsdata.txt to determine how the superseded data were derived.
 TW0458
 TW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6284792531(NAD 83)
 TW0458_MARKER: M = AMMO SHELL CASING
 TW0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0458
 TW0458  HISTORY     - Date     Condition        Report By
 TW0458  HISTORY     - 1963     MONUMENTED       USN
 TW0458
 TW0458                          STATION DESCRIPTION
 TW0458
 TW0458'DESCRIBED BY US NAVY 1963 (NES)
 TW0458'THE STATION IS LOCATED ON THE AGANA NAVAL AIR STATION AT THE NORTH
 TW0458'NORTHEAST END OF THE RUNWAY.
 TW0458'
 TW0458'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE AGANA NAVAL AIR
 TW0458'STATION GO NORTHEAST ON THE MAIN ROAD FOR 2.1 MILES TO A POINT WHERE
 TW0458'THE MAIN ROAD TURNS SHARP LEFT, TURN RIGHT LEAVING THE MAIN ROAD AND
 TW0458'CONTINUE NORTHEAST FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 TW0458'
 TW0458'THE STATION MARK IS A 40 MILLIMETER SHELL CASING, EMBEDED IN A 10 INCH
 TW0458'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 195 FEET WEST
 TW0458'OF THE NORTH NORTHEAST END OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0456 ***********************************************************************
 TW0456  DESIGNATION -  RW 14 99 57 USN 1963
 TW0456  PID         -  TW0456
 TW0456  STATE/COUNTY-  GU/
 TW0456  USGS QUAD   -  AGANA (1968)
 TW0456
 TW0456                         *CURRENT SURVEY CONTROL
 TW0456  ___________________________________________________________________
 TW0456* NAD 83(1993)-  13 28 53.10459(N)    215 12 45.20244(W)     ADJUSTED  
 TW0456* GUVD63      -        75.     (meters)     246.     (feet)  SCALED    
 TW0456  ___________________________________________________________________
 TW0456  EPOCH DATE  -        1993.62
 TW0456  GEOID HEIGHT-          54.61  (meters)                     EGM96
 TW0456
 TW0456  HORZ ORDER  -  SECOND
 TW0456
 TW0456.The horizontal coordinates were established by classical geodetic methods
 TW0456.and adjusted by the National Geodetic Survey in September 1999..
 TW0456.The horizontal coordinates are valid at the epoch date displayed above.
 TW0456.The epoch date for horizontal control is a decimal equivalence
 TW0456.of Year/Month/Day.
 TW0456
 TW0456.The orthometric height was scaled from a topographic map.
 TW0456
 TW0456.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0456.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0456
 TW0456;                    North         East     Units Scale Factor Converg.
 TW0456;UTM  55      - 1,491,453.443   260,484.856   MT  1.00030970   -0 30 57.8
 TW0456
 TW0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0456!UTM  55      -   0.99997962  x   1.00030970  =   1.00028931
 TW0456
 TW0456                          SUPERSEDED SURVEY CONTROL
 TW0456
 TW0456  GU 63       -  13 28 47.95773(N)    215 12 53.92089(W) AD(       ) 2
 TW0456
 TW0456.Superseded values are not recommended for survey control.
 TW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0456.See file dsdata.txt to determine how the superseded data were derived.
 TW0456
 TW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6048591453(NAD 83)
 TW0456_MARKER: M = AMMO SHELL CASING
 TW0456_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TW0456_SP_SET: ASPHALT RUNWAY
 TW0456
 TW0456  HISTORY     - Date     Condition        Report By
 TW0456  HISTORY     - 1963     MONUMENTED       USN
 TW0456
 TW0456                          STATION DESCRIPTION
 TW0456
 TW0456'DESCRIBED BY US NAVY 1963 (NES)
 TW0456'THE STATION IS LOCATED AT THE AGANA NAVAL AIR STATION, ABOUT-1/2 MILE
 TW0456'NORTHEAST OF MAIN ENTRANCE OF THE NAVAL AIR STATION, 0.1 MILE
 TW0456'SOUTHEAST OF THE TERMINAL BUILDING OF PAN AMERICAN AIRLINES, AND AT
 TW0456'THE SOUTH EDGE OF THE APPROACH RUNWAY TO THE TERMINAL BUILDING.
 TW0456'
 TW0456'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE NAVAL AIR STATION,
 TW0456'FOLLOW THE PAVED ROAD NORTH AND NORTHEAST FOR 0.8 MILE TO THE
 TW0456'NORTHEAST END OF THE TERMINAL BUILDING.  TURN RIGHT AND GO SOUTH
 TW0456'SOUTHEAST FOR 0.15 MILE TO THE SOUTH EDGE OF THE APPROACH RUNWAY
 TW0456'AND THE STATION.
 TW0456'
 TW0456'THE STATION MARK, STAMPED---R/W 14 + 99.57---, IS A 40 MILLIMETER
 TW0456'SHELL CASING EMBEDDED IN THE ASPHALT RUNWAY.  IT IS 11 FEET SOUTH
 TW0456'OF THE SOUTH EDGE OF AN APPROACH RUNWAY AND 114 FEET EAST OF THE
 TW0456'EAST EDGE OF AN APPROACH RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0119 ***********************************************************************
 TW0119  DESIGNATION -  S 1
 TW0119  PID         -  TW0119
 TW0119  STATE/COUNTY-  GU/GUAM
 TW0119  USGS QUAD   -  INARAJAN (1968)
 TW0119
 TW0119                         *CURRENT SURVEY CONTROL
 TW0119  ___________________________________________________________________
 TW0119* NAD 83(1986)-  13 15 08.     (N)    215 16 09.     (W)     SCALED    
 TW0119* GUVD63      -         2.291  (meters)       7.52   (feet)  ADJ UNCH  
 TW0119  ___________________________________________________________________
 TW0119  GEOID HEIGHT-          52.97  (meters)                     EGM96
 TW0119
 TW0119  VERT ORDER  -  FIRST     CLASS II
 TW0119
 TW0119.The horizontal coordinates were scaled from a topographic map and have
 TW0119.an estimated accuracy of +/- 6 seconds.
 TW0119
 TW0119.The orthometric height was key entered from printed documents
 TW0119.and not key verified.
 TW0119
 TW0119.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0119.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0119
 TW0119                          SUPERSEDED SURVEY CONTROL
 TW0119
 TW0119.No superseded survey control is available for this station.
 TW0119
 TW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ541661(NAD 83)
 TW0119_MARKER: DD = SURVEY DISK
 TW0119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0119_SP_SET: CULVERT HEADWALL
 TW0119_STAMPING: S 1
 TW0119_MARK LOGO: GUGS  
 TW0119_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0119+STABILITY: SURFACE MOTION
 TW0119
 TW0119  HISTORY     - Date     Condition        Report By
 TW0119  HISTORY     - 1963     MONUMENTED       GUGS
 TW0119  HISTORY     - 1963     GOOD             GUGS
 TW0119
 TW0119                          STATION DESCRIPTION
 TW0119
 TW0119'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0119'NO DESCRIPTION SUMBMITTED.
 TW0119
 TW0119                          STATION RECOVERY (1963)
 TW0119
 TW0119'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0119'2.2 MILES SOUTHWEST ALONG HIGHWAY 4 FROM THE ST JOSEPHS CHURCH IN
 TW0119'INARAJAN, 77 FEET EAST OF A POWER POLE, 16.5 FEET SOUTHWEST OF THE
 TW0119'NORTHEAST AND OF HEADWALL OF CULVERT AND 2 FEET NORTHEAST OF THE
 TW0119'SOUTHWEST END OF A HEADWALL.
 TW0119' 
 TW0119'THE MARK IS A GUAM GEODETIC NET DISK STAMPED S1 1963, CEMENTED IN A
 TW0119'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ALONG THE SOUTHEAST
 TW0119'SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0393 ***********************************************************************
 TW0393  DESIGNATION -  SABANON
 TW0393  PID         -  TW0393
 TW0393  STATE/COUNTY-  GU/GUAM
 TW0393  USGS QUAD   -  DEDEDO (1975)
 TW0393
 TW0393                         *CURRENT SURVEY CONTROL
 TW0393  ___________________________________________________________________
 TW0393* NAD 83(1993)-  13 30 26.41939(N)    215 07 01.96038(W)     ADJUSTED  
 TW0393* GUVD04      -       167.476  (meters)     549.46   (feet)  ADJUSTED  
 TW0393  ___________________________________________________________________
 TW0393  EPOCH DATE  -        1993.62
 TW0393  GEOID HEIGHT-          54.40  (meters)                     EGM96
 TW0393
 TW0393  HORZ ORDER  -  SECOND
 TW0393  VERT ORDER  -  FIRST     CLASS II
 TW0393
 TW0393.The horizontal coordinates were established by classical geodetic methods
 TW0393.and adjusted by the National Geodetic Survey in September 1999..
 TW0393.The horizontal coordinates are valid at the epoch date displayed above.
 TW0393.The epoch date for horizontal control is a decimal equivalence
 TW0393.of Year/Month/Day.
 TW0393
 TW0393.The orthometric height was determined by differential leveling
 TW0393.and adjusted by the National Geodetic Survey in May 2005..
 TW0393.No vertical observational check was made to the station.
 TW0393
 TW0393.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0393.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0393
 TW0393;                    North         East     Units Scale Factor Converg.
 TW0393;UTM  55      - 1,494,230.792   270,835.267   MT  1.00024968   -0 29 41.0
 TW0393
 TW0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0393!UTM  55      -   0.99996511  x   1.00024968  =   1.00021478
 TW0393
 TW0393                          SUPERSEDED SURVEY CONTROL
 TW0393
 TW0393  GU 63       -  13 30 21.27889(N)    215 07 10.68195(W) AD(       ) 2
 TW0393
 TW0393.Superseded values are not recommended for survey control.
 TW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0393.See file dsdata.txt to determine how the superseded data were derived.
 TW0393
 TW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7083594231(NAD 83)
 TW0393_MARKER: DS = TRIANGULATION STATION DISK
 TW0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0393_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0393_STAMPING: SABANON 1963
 TW0393_MARK LOGO: GU    
 TW0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0393+STABILITY: SURFACE MOTION
 TW0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0393+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0393
 TW0393  HISTORY     - Date     Condition        Report By
 TW0393  HISTORY     - 1963     MONUMENTED       CGS
 TW0393  HISTORY     - 20040517 GOOD             GUAMLM
 TW0393
 TW0393                          STATION DESCRIPTION
 TW0393
 TW0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0393'STATION IS LOCATED 3 MILES EAST SOUTHEAST OF DEDEDO, 2 MILES SOUTH
 TW0393'SOUTHWEST OF YIGO, AT THE SOUTHEAST CORNER OF OLD CAMP MARBO AND ON
 TW0393'THE CENTER LINE OF HIGHWAY 15.
 TW0393'
 TW0393'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 4 AND 10, 4 MILES
 TW0393'SOUTH OF AGANA, GO EAST ON HIGHWAY 10 FOR 2.2 MILES TO THE JUNCTION
 TW0393'OF HIGHWAY 15 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON HIGHWAY
 TW0393'15 FOR 2.6 MILES TO THE HAWAIIAN ROCK COMPANY ON THE RIGHT.  CONTINUE
 TW0393'ON HIGHWAY 15 FOR 3.4 MILE TO A CROSSROAD.  CONTINUE NORTHEAST ON
 TW0393'HIGHWAY 15 FOR 1.55 MILES TO THE TOP OF A RISE, A PARKING AREA ON THE
 TW0393'LEFT AND THE STATION NEAR THE CENTER LINE OF THE ROAD.
 TW0393'
 TW0393'STATION MARK IS STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0393'STAMPED---SABANON 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0393'THE SURFACE OF THE HIGHWAY.  IT IS 32.5 FEET SOUTHEAST OF A CONCRETE
 TW0393'BURIED CABLE POST AND 54.5 FEET NORTH NORTHEAST OF A YELLOW PIPE.
 TW0393'
 TW0393'NOTE--STATION WAS OCCUPIED FOR TELLUROMETER TRAVERSE ONLY.
 TW0393
 TW0393                          STATION RECOVERY (2004)
 TW0393
 TW0393'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0393'GENERAL STATION LOCATION- THE STATION IF LOCATED IN THE MUNICIPALITY
 TW0393'OF YIGO.
 TW0393' 
 TW0393'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 TW0393'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 2.6 MILE, STATION IN THE CENTER
 TW0393'OF ROUTE 15 AND NORTHWEST OF ENTRANCE TO CALVO MEMORIAL PARK RACEWAY.
 TW0393' 
 TW0393'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.30M FOR THE
 TW0393'EDGE OF ROUTE 15, 21.50M NORTHWEST FROM A STEEL FENCE POST AND 23.40
 TW0393'NORTHWEST FROM A STEEL FENCE POST.
 TW0393' 
 TW0393'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0393'STAMPED--SABANON--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3061 ***********************************************************************
 DH3061  DESIGNATION -  SABLAN CASTRO
 DH3061  PID         -  DH3061
 DH3061  STATE/COUNTY-  GU/GUAM
 DH3061  USGS QUAD   -  TALOFOFO (1975)
 DH3061
 DH3061                         *CURRENT SURVEY CONTROL
 DH3061  ___________________________________________________________________
 DH3061* NAD 83(1993)-  13 20 21.72936(N)    215 13 57.41964(W)     ADJUSTED  
 DH3061* GUVD04      -        43.884  (meters)     143.98   (feet)  ADJUSTED  
 DH3061  ___________________________________________________________________
 DH3061  EPOCH DATE  -        2004.00
 DH3061  X           -  -5,070,192.528 (meters)                     COMP
 DH3061  Y           -   3,580,951.693 (meters)                     COMP
 DH3061  Z           -   1,461,985.236 (meters)                     COMP
 DH3061  ELLIP HEIGHT-          97.31  (meters)          (06/10/05) GPS OBS
 DH3061  GEOID HEIGHT-          53.70  (meters)                     EGM96
 DH3061
 DH3061  HORZ ORDER  -  A
 DH3061  VERT ORDER  -  FIRST     CLASS II
 DH3061  ELLP ORDER  -  THIRD     CLASS II
 DH3061
 DH3061.The horizontal coordinates were established by GPS observations
 DH3061.and adjusted by the National Geodetic Survey in June 2005..
 DH3061.The horizontal coordinates are valid at the epoch date displayed above.
 DH3061.The epoch date for horizontal control is a decimal equivalence
 DH3061.of Year/Month/Day.
 DH3061
 DH3061.The orthometric height was determined by differential leveling
 DH3061.and adjusted by the National Geodetic Survey in May 2005..
 DH3061
 DH3061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3061
 DH3061.The ellipsoidal height was determined by GPS observations
 DH3061.and is referenced to NAD 83.
 DH3061
 DH3061.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3061.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3061
 DH3061;                    North         East     Units Scale Factor Converg.
 DH3061;UTM  55      - 1,475,753.249   258,170.151   MT  1.00032350   -0 30 55.3
 DH3061
 DH3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3061!UTM  55      -   0.99998470  x   1.00032350  =   1.00030819
 DH3061
 DH3061                          SUPERSEDED SURVEY CONTROL
 DH3061
 DH3061.No superseded survey control is available for this station.
 DH3061
 DH3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5817075753(NAD 83)
 DH3061_MARKER: Z = SEE DESCRIPTION
 DH3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3061_MARK LOGO: GUAMLM
 DH3061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3061+STABILITY: SURFACE MOTION
 DH3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3061+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 DH3061
 DH3061  HISTORY     - Date     Condition        Report By
 DH3061  HISTORY     - 20040521 MONUMENTED       GUAMLM
 DH3061
 DH3061                          STATION DESCRIPTION
 DH3061
 DH3061'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3061'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3061'OF TALOFOFO.
 DH3061' 
 DH3061'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 4
 DH3061'AND ROUTE 17, GO SOUTH ON ROUTE 4 FOR 3.5 MILE, STATION ON THE LEFT
 DH3061'SIDE OF ROUTE 4 AND 4A.  THE STATION IS CENTER WITHIN TALOFOFO BAY
 DH3061'OVERLOOK.
 DH3061' 
 DH3061'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 13.30M SOUTHEAST
 DH3061'FROM A CONCRETE POWER POLE, 23.70M SOUTHEAST FROM CENTERLINE OF ROUTE
 DH3061'4 AND 5.80M SOUTHWEST FROM THE NORTHEAST CORNER OF A STONE WALL.
 DH3061' 
 DH3061'THE STATION IS A NO 4 REBAR PROJECTING 1/4 INCH SET IN CONCRETE
 DH3061'INSCRIBED DEL. LM 3-24-60 SABLAN CASTRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0506 ***********************************************************************
 TW0506  DESIGNATION -  SALAS GG 1963
 TW0506  PID         -  TW0506
 TW0506  STATE/COUNTY-  GU/
 TW0506  USGS QUAD   -  TALOFOFO (1975)
 TW0506
 TW0506                         *CURRENT SURVEY CONTROL
 TW0506  ___________________________________________________________________
 TW0506* NAD 83(1993)-  13 24 59.69098(N)    215 16 10.74625(W)     ADJUSTED  
 TW0506* GUVD63      -       166.     (meters)     545.     (feet)  SCALED    
 TW0506  ___________________________________________________________________
 TW0506  EPOCH DATE  -        1993.62
 TW0506  GEOID HEIGHT-          54.40  (meters)                     EGM96
 TW0506
 TW0506  HORZ ORDER  -  SECOND
 TW0506
 TW0506.The horizontal coordinates were established by classical geodetic methods
 TW0506.and adjusted by the National Geodetic Survey in September 1999..
 TW0506.The horizontal coordinates are valid at the epoch date displayed above.
 TW0506.The epoch date for horizontal control is a decimal equivalence
 TW0506.of Year/Month/Day.
 TW0506
 TW0506.The orthometric height was scaled from a topographic map.
 TW0506
 TW0506.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0506.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0506
 TW0506;                    North         East     Units Scale Factor Converg.
 TW0506;UTM  55      - 1,484,334.462   254,235.106   MT  1.00034723   -0 31 36.8
 TW0506
 TW0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0506!UTM  55      -   0.99996534  x   1.00034723  =   1.00031256
 TW0506
 TW0506                          SUPERSEDED SURVEY CONTROL
 TW0506
 TW0506  GU 63       -  13 24 54.52943(N)    215 16 19.46088(W) AD(       ) 2
 TW0506
 TW0506.Superseded values are not recommended for survey control.
 TW0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0506.See file dsdata.txt to determine how the superseded data were derived.
 TW0506
 TW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5423584334(NAD 83)
 TW0506_MARKER: DD = SURVEY DISK
 TW0506_SETTING: 0 = UNSPECIFIED SETTING
 TW0506
 TW0506  HISTORY     - Date     Condition        Report By
 TW0506  HISTORY     - 1963     MONUMENTED       CGS
 TW0506
 TW0506                          STATION DESCRIPTION
 TW0506
 TW0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0506'THE STATION IS 4 MILES SOUTHWEST OF AGANA, 3-1/2 MILES EAST
 TW0506'NORTHEAST OF APRA HEIGHTS, 3-1/4 MILES WEST NORTHWEST OF YONA, ON
 TW0506'THE SOUTH SUMMIT OF A LOW, RED LOAM, BRUSH COVERED HILL AND ON
 TW0506'PROPERTY OF MR. DWIGHT LOOK OF AGANA HEIGHTS.
 TW0506'
 TW0506'TO REACH THE STATION FROM A Y INTERSECTION AT THE ST FRANCIS CHURCH
 TW0506'LARGE GREEN BUILDING IN YONA, GO WESTERLY, THROUGH BUSINESS DISTRICT,
 TW0506'ON A PAVED ROAD FOR 0.2 MILE TO A T ROAD.  JOG LEFT THAN RIGHT AND
 TW0506'GO WESTERLY FOR 0.1 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 TW0506'WESTERLY ON A GRAVEL ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 TW0506'AND GO 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR
 TW0506'0.3 MILE TO A SIDE ROAD ON THE RIGHT.  BEAR LEFT, STRAIGHT AHEAD FOR
 TW0506'0.3 MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTH 0.5 MILE TO A GATE.
 TW0506'-LOCKED-.  PASS THROUGH THE GATE AND CONTINUE NORTH ON A TRACK ROAD
 TW0506'FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH
 TW0506'FOR 0.3 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 TW0506'WESTERLY ON A TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE
 TW0506'GATE AND GO NORTH AND THEN WEST ON THE TRACK ROAD FOR 0.3 MILE TO A
 TW0506'GATE.  PASS THROUGH THE GATE AND CONTINUE WEST ON THE TRACK ROAD FOR
 TW0506'1.2 MILES TO THE SUMMIT OF A LOW, BRUSH COVERED HILL AND THE STATION.
 TW0506'A FOUR-WHEEL DRIVE VEHICLE REQUIRED THE LAST 1.2 MILES.
 TW0506'
 TW0506'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0506'STAMPED---SALAS 1963---.  IT IS 75 FEET EAST NORTHEAST OF A 6 INCH
 TW0506'IRONWOOD TREE WITH A TRIANGULAR BLAZE AND 40 FEET WEST OF A SMALL
 TW0506'LADA TREE WHICH HAS A BOTTLE CAP TACKED NEAR THE CENTER OF A
 TW0506'TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0017 ***********************************************************************
 TW0017  DESIGNATION -  SALISBURY
 TW0017  PID         -  TW0017
 TW0017  STATE/COUNTY-  GU/GUAM
 TW0017  USGS QUAD   -  
 TW0017
 TW0017                         *CURRENT SURVEY CONTROL
 TW0017  ___________________________________________________________________
 TW0017* NAD 83(1993)-  13 33 54.58478(N)    215 06 01.53804(W)     ADJUSTED  
 TW0017* GUVD04      -       187.872  (meters)     616.38   (feet)  ADJUSTED  
 TW0017  ___________________________________________________________________
 TW0017  EPOCH DATE  -        2004.00
 TW0017  X           -  -5,073,801.375 (meters)                     COMP
 TW0017  Y           -   3,565,983.853 (meters)                     COMP
 TW0017  Z           -   1,486,314.691 (meters)                     COMP
 TW0017  ELLIP HEIGHT-         242.14  (meters)          (06/10/05) GPS OBS
 TW0017  GEOID HEIGHT-          54.62  (meters)                     EGM96
 TW0017
 TW0017  HORZ ORDER  -  A
 TW0017  VERT ORDER  -  FIRST     CLASS II
 TW0017  ELLP ORDER  -  THIRD     CLASS II
 TW0017
 TW0017.The horizontal coordinates were established by GPS observations
 TW0017.and adjusted by the National Geodetic Survey in June 2005..
 TW0017.The horizontal coordinates are valid at the epoch date displayed above.
 TW0017.The epoch date for horizontal control is a decimal equivalence
 TW0017.of Year/Month/Day.
 TW0017
 TW0017.The orthometric height was determined by differential leveling
 TW0017.and adjusted by the National Geodetic Survey in May 2005..
 TW0017
 TW0017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0017
 TW0017.The ellipsoidal height was determined by GPS observations
 TW0017.and is referenced to NAD 83.
 TW0017
 TW0017.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0017.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0017
 TW0017;                    North         East     Units Scale Factor Converg.
 TW0017;UTM  55      - 1,500,613.791   272,707.609   MT  1.00023910   -0 29 34.3
 TW0017
 TW0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0017!UTM  55      -   0.99996192  x   1.00023910  =   1.00020101
 TW0017
 TW0017                          SUPERSEDED SURVEY CONTROL
 TW0017
 TW0017  NAD 83(1993)-  13 33 54.59273(N)    215 06 01.52127(W) AD(1993.62) 1
 TW0017  ELLIP H (11/30/94)  242.72   (m)                       GP(1993.62) 5 1
 TW0017  GU 63       -  13 33 49.46577(N)    215 06 10.24273(W) AD(       ) 2
 TW0017
 TW0017.Superseded values are not recommended for survey control.
 TW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0017.See file dsdata.txt to determine how the superseded data were derived.
 TW0017
 TW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7270800614(NAD 83)
 TW0017_MARKER: DS = TRIANGULATION STATION DISK
 TW0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0017_SP_SET: METAL PIPE IN CONCRETE
 TW0017_STAMPING: SALISBURY 1963
 TW0017_MARK LOGO: GUGS  
 TW0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0017+STABILITY: SURFACE MOTION
 TW0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0017+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0017
 TW0017  HISTORY     - Date     Condition        Report By
 TW0017  HISTORY     - 1963     MONUMENTED       GUGS
 TW0017  HISTORY     - 19930804 GOOD             NOS
 TW0017  HISTORY     - 20040511 GOOD             GUAMLM
 TW0017
 TW0017                          STATION DESCRIPTION
 TW0017
 TW0017'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0017'THE STATION IS LOCATED 0.1 MILE WEST OF THE MAIN ENTRANCE TO THE
 TW0017'ANDERSON AIR FORCE BASE AND 0.1 MILE WEST OF THE JUNCTION OF
 TW0017'ROUTE 1 AND ROUTE 9.
 TW0017'
 TW0017'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE ANDERSON AIR
 TW0017'FORCE BASE GO SOUTH FOR 0.05 MILE TO THE JUNCTION OF ROUTE 1 AND
 TW0017'ROUTE 9, TURN RIGHT ON ROUTE 9 AND GO 0.05 MILE TO THE STATION ON
 TW0017'THE RIGHT.
 TW0017'
 TW0017'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0017'STAMPED---SALISBURY 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0017'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 74 FEET
 TW0017'NORTHEAST OF THE CENTER OF ROUTE 9, 71 FEET NORTH OF POWER LINE POLE
 TW0017'NO P 63 57 AND 58 FEET SOUTHEAST OF GUY POLE FOR POWER LINE POLE NO
 TW0017'A 545 264.
 TW0017
 TW0017                          STATION RECOVERY (1993)
 TW0017
 TW0017'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0017'RECOVERED AS DESCRIBED.
 TW0017
 TW0017                          STATION RECOVERY (2004)
 TW0017
 TW0017'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0017'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0017'OF YIGO.
 TW0017' 
 TW0017'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 TW0017'AND ROUTE 9, GO NORTHWEST FOR 0.1 MILES TO THE STATION ON THE RIGHT
 TW0017'SIDE OF ROUTE 9.  THE STATION IS NORTHWEST OF THE MAIN GATE TO
 TW0017'ANDERSEN AIR FORCE BASE, THE MARK IS PROJECTING .006M ABOVE THE
 TW0017'SURFACE ENCASED IN A CAST IRON HOUSING.  THE STATION IS A 1963 GGTN
 TW0017'DISK.
 TW0017' 
 TW0017'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 18.30M SOUTHEAST
 TW0017'OF A CONCRETE POWER POLE, 20.60M NORTHEAST OF A CONCRETE POWER POLE
 TW0017'(DS-278-I-PQ-183-1) AND 21.60M NORTHEAST OF THE CENTERLINE OF ROUTE 9.
 TW0017'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0017'STAMPED--SALISBURY--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0395 ***********************************************************************
 TW0395  DESIGNATION -  SANTA ROSA GG
 TW0395  PID         -  TW0395
 TW0395  STATE/COUNTY-  GU/
 TW0395  USGS QUAD   -  PATI POINT (1975)
 TW0395
 TW0395                         *CURRENT SURVEY CONTROL
 TW0395  ___________________________________________________________________
 TW0395* NAD 83(1993)-  13 32 07.09072(N)    215 05 10.90278(W)     ADJUSTED  
 TW0395* GUVD63      -       253.24   (meters)     830.8    (feet)  LEVELING  
 TW0395  ___________________________________________________________________
 TW0395  EPOCH DATE  -        1993.62
 TW0395  GEOID HEIGHT-          54.40  (meters)                     EGM96
 TW0395
 TW0395  HORZ ORDER  -  FIRST
 TW0395  VERT ORDER  -  THIRD ?
 TW0395
 TW0395.The horizontal coordinates were established by classical geodetic methods
 TW0395.and adjusted by the National Geodetic Survey in September 1999..
 TW0395.The horizontal coordinates are valid at the epoch date displayed above.
 TW0395.The epoch date for horizontal control is a decimal equivalence
 TW0395.of Year/Month/Day.
 TW0395
 TW0395.The orthometric height was determined by differential leveling.
 TW0395.The vertical network tie was performed by a horz. field party for horz.
 TW0395.obs reductions. Reset procedures were used to establish the elevation.
 TW0395
 TW0395.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0395.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0395
 TW0395;                    North         East     Units Scale Factor Converg.
 TW0395;UTM  55      - 1,497,296.585   274,202.058   MT  1.00023073   -0 29 18.6
 TW0395
 TW0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0395!UTM  55      -   0.99995162  x   1.00023073  =   1.00018234
 TW0395
 TW0395                          SUPERSEDED SURVEY CONTROL
 TW0395
 TW0395  GU 63       -  13 32 01.95671(N)    215 05 19.62535(W) AD(       ) 1
 TW0395
 TW0395.Superseded values are not recommended for survey control.
 TW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0395.See file dsdata.txt to determine how the superseded data were derived.
 TW0395
 TW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7420297297(NAD 83)
 TW0395_MARKER: DD = SURVEY DISK
 TW0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0395_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0395
 TW0395  HISTORY     - Date     Condition        Report By
 TW0395  HISTORY     - 1963     MONUMENTED       CGS
 TW0395
 TW0395                          STATION DESCRIPTION
 TW0395
 TW0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0395'THE STATION IS LOCATED ON ABOUT THE HIGHEST POINT OF SANTA ROSA
 TW0395'MOUNTAIN, 5 MILES SOUTHEAST OF POTTS JUNCTION, 1-1/2 MILES EAST
 TW0395'OF YIGO, AND JUST NORTHWEST OF THE BOUNDRY FENCE OF AN AIR FORCE
 TW0395'RADAR INSTALLATION.
 TW0395'
 TW0395'TO REACH THE STATION FROM THE ENTRANCE TO ANDERSON AIR FORCE BASE,
 TW0395'GO SOUTHERLY ON HIGHWAY 1 FOR 2.1 MILES TO A T ROAD TO THE LEFT.
 TW0395'TURN LEFT, EAST, FOR 1.4 MILES TO A T INTERSECTION AND HIGHWAY 15.
 TW0395'TURN LEFT AND FOLLOW HIGHWAY 15 NORTH FOR 1.1 MILES TO A REVERSE
 TW0395'Y FORK.  TURN SHARP RIGHT AND FOLLOW THE PAVED ROAD SOUTH AND
 TW0395'SOUTHEAST FOR 0.8 MILE TO A Y FORK.  TAKE THE RIGHT FORK, SOUTHWEST,
 TW0395'FOR 0.05 MILE TO THE GATE TO THE RADAR INSTALLATION AND THE END
 TW0395'OF TRUCK TRAVEL.  PACK WESTERLY, ALONG THE BOUNDRY FENCE FOR ABOUT
 TW0395'450 FEET TO THE STATION.
 TW0395'
 TW0395'THE STATION MARK, STAMPED---SANTA ROSA 1963---, IS A STANDARD
 TW0395'GOVERNMENT OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST
 TW0395'IRON CASING AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 TW0395'CAST IRON CASING IS FLUSH WITH THE SURFACE OF THE GROUND AND HAS
 TW0395'THE WORD -SURVEY- INSCRIBED ON THE LID.  IT IS 18 FEET EAST OF THE
 TW0395'EDGE OF A BLUFF AND 11 FEET NORTHWEST OF THE RADAR INSTALLATION
 TW0395'BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0396 ***********************************************************************
 TW0396  DESIGNATION -  SASA
 TW0396  PID         -  TW0396
 TW0396  STATE/COUNTY-  GU/GUAM
 TW0396  USGS QUAD   -  APRA HARBOR (1975)
 TW0396
 TW0396                         *CURRENT SURVEY CONTROL
 TW0396  ___________________________________________________________________
 TW0396* NAD 83(1993)-  13 26 52.16572(N)    215 18 54.70607(W)     ADJUSTED  
 TW0396* GUVD04      -         3.298  (meters)      10.82   (feet)  ADJUSTED  
 TW0396  ___________________________________________________________________
 TW0396  EPOCH DATE  -        1993.62
 TW0396  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0396
 TW0396  HORZ ORDER  -  SECOND
 TW0396  VERT ORDER  -  FIRST     CLASS II
 TW0396
 TW0396.The horizontal coordinates were established by classical geodetic methods
 TW0396.and adjusted by the National Geodetic Survey in September 1999..
 TW0396.The horizontal coordinates are valid at the epoch date displayed above.
 TW0396.The epoch date for horizontal control is a decimal equivalence
 TW0396.of Year/Month/Day.
 TW0396
 TW0396.The orthometric height was determined by differential leveling
 TW0396.and adjusted by the National Geodetic Survey in May 2005..
 TW0396.No vertical observational check was made to the station.
 TW0396
 TW0396.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0396.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0396
 TW0396;                    North         East     Units Scale Factor Converg.
 TW0396;UTM  55      - 1,487,837.988   249,333.504   MT  1.00037734   -0 32 19.3
 TW0396
 TW0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0396!UTM  55      -   0.99999089  x   1.00037734  =   1.00036822
 TW0396
 TW0396                          SUPERSEDED SURVEY CONTROL
 TW0396
 TW0396  GU 63       -  13 26 47.01179(N)    215 19 03.41794(W) AD(       ) 2
 TW0396
 TW0396.Superseded values are not recommended for survey control.
 TW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0396.See file dsdata.txt to determine how the superseded data were derived.
 TW0396
 TW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4933487838(NAD 83)
 TW0396_MARKER: DS = TRIANGULATION STATION DISK
 TW0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0396_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0396_STAMPING: SASA 1963
 TW0396_MARK LOGO: GU    
 TW0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0396+STABILITY: SURFACE MOTION
 TW0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0396+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 TW0396
 TW0396  HISTORY     - Date     Condition        Report By
 TW0396  HISTORY     - 1963     MONUMENTED       CGS
 TW0396  HISTORY     - 20040503 GOOD             GUAMLM
 TW0396
 TW0396                          STATION DESCRIPTION
 TW0396
 TW0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0396'THE STATION IS LOCATED 5-3/4 MILES NORTH NORTHEAST OF AGAT, 5 MILES
 TW0396'WEST SOUTHWEST OF SCHROEDER JUNCTION AND ON THE ROAD RIGHT OF WAY.
 TW0396'
 TW0396'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1 AND ROUTE 4 IN
 TW0396'AGANA, GO WEST ON ROUTE 1 FOR 5.2 MILES TO THE BRIDGE OVER THE SASA
 TW0396'RIVER, CONTINUE FOR 0.3 MILE TO THE STATION ON THE LEFT.
 TW0396'
 TW0396'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0396'STAMPED---SASA 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0396'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 89 FEET
 TW0396'SOUTHWEST OF A POWER LINE POLE, 88 FEET NORTHEAST OF A POWER LINE
 TW0396'POLE AND 50 FEET SOUTHEAST OF THE CENTER OF ROUTE 1.
 TW0396
 TW0396                          STATION RECOVERY (2004)
 TW0396
 TW0396'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0396'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0396'OF PITI.
 TW0396' 
 TW0396'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0396'ROUTE 1 AND ROUTE 11, GO SOUTH ON ROUTE 1 FOR 1.1 MILES.  THE MARK IS
 TW0396'ON WEST SIDE OF ROUTE 1.  THE MARK IS 4 INCHES BELOW SURFACE OF
 TW0396'GROUND, ENCASED WITH A CAST IRON CASING.
 TW0396' 
 TW0396'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 12.19 METERS
 TW0396'EAST OF CENTERLINE OF ROUTE 1, 28.60M NORTHEAST OF CONCRETE POWER POLE
 TW0396'(IA - DA - 37) AND 29.20 M SOUTHWEST OF CONCRETE POWER POLE (IA - DA -
 TW0396'36).
 TW0396' 
 TW0396'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NETWORK DISK
 TW0396'STAMPED--SASA 1963--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0550 ***********************************************************************
 TW0550  DESIGNATION -  SASALAGUAN GG 1963
 TW0550  PID         -  TW0550
 TW0550  STATE/COUNTY-  GU/GUAM
 TW0550  USGS QUAD   -  MERIZO (1968)
 TW0550
 TW0550                         *CURRENT SURVEY CONTROL
 TW0550  ___________________________________________________________________
 TW0550* NAD 83(1993)-  13 16 43.95423(N)    215 18 25.75762(W)     ADJUSTED  
 TW0550* GUVD63      -       336.     (meters)    1102.     (feet)  SCALED    
 TW0550  ___________________________________________________________________
 TW0550  EPOCH DATE  -        1993.62
 TW0550  GEOID HEIGHT-          53.44  (meters)                     EGM96
 TW0550
 TW0550  HORZ ORDER  -  SECOND
 TW0550
 TW0550.The horizontal coordinates were established by classical geodetic methods
 TW0550.and adjusted by the National Geodetic Survey in September 1999..
 TW0550.The horizontal coordinates are valid at the epoch date displayed above.
 TW0550.The epoch date for horizontal control is a decimal equivalence
 TW0550.of Year/Month/Day.
 TW0550
 TW0550.The orthometric height was scaled from a topographic map.
 TW0550
 TW0550.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0550.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0550
 TW0550;                    North         East     Units Scale Factor Converg.
 TW0550;UTM  55      - 1,469,132.372   250,030.443   MT  1.00037303   -0 31 48.8
 TW0550
 TW0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0550!UTM  55      -   0.99993876  x   1.00037303  =   1.00031177
 TW0550
 TW0550                          SUPERSEDED SURVEY CONTROL
 TW0550
 TW0550  GU 63       -  13 16 38.76019(N)    215 18 34.47189(W) AD(       ) 2
 TW0550
 TW0550.Superseded values are not recommended for survey control.
 TW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0550.See file dsdata.txt to determine how the superseded data were derived.
 TW0550
 TW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5003069132(NAD 83)
 TW0550_MARKER: DD = SURVEY DISK
 TW0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0550_MARK LOGO: NONE  
 TW0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0550
 TW0550  HISTORY     - Date     Condition        Report By
 TW0550  HISTORY     - 1963     MONUMENTED       CGS
 TW0550  HISTORY     - 1967     GOOD             CGS
 TW0550
 TW0550                          STATION DESCRIPTION
 TW0550
 TW0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0550'THE STATION IS LOCATED 3-3/4 MILES WEST OF INARAJAN, 2-1/2 MILES
 TW0550'EAST SOUTHEAST OF UMATAC, 1-1/2 MILES NORTH NORTHWEST OF MERIZO
 TW0550'AND ON WHAT IS LOCALLY KNOWN AS SASALAGUAN MOUNTAIN.
 TW0550'
 TW0550'A HELICOPTER WAS USED TO REACH THE STATION.
 TW0550'
 TW0550'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0550'STAMPED---SASALAGUAN 1963---, SET IN THE TOP OF A 3 INCH ROUND
 TW0550'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS ON THE HIGHEST PART
 TW0550'OF THE SOUTH ONE OF TWO KNOLLS.
 TW0550
 TW0550                          STATION RECOVERY (1967)
 TW0550
 TW0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NES)
 TW0550'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0550'ORIGINAL DESCRIPTION
 TW0550'IS ADEQUATE.
 TW0550'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0450 ***********************************************************************
 TW0450  DESIGNATION -  SATPON GG 1963
 TW0450  PID         -  TW0450
 TW0450  STATE/COUNTY-  GU/
 TW0450  USGS QUAD   -  AGANA (1968)
 TW0450
 TW0450                         *CURRENT SURVEY CONTROL
 TW0450  ___________________________________________________________________
 TW0450* NAD 83(1993)-  13 29 54.27073(N)    215 13 48.15902(W)     ADJUSTED  
 TW0450* GUVD63      -        18.     (meters)      59.     (feet)  SCALED    
 TW0450  ___________________________________________________________________
 TW0450  EPOCH DATE  -        1993.62
 TW0450  GEOID HEIGHT-          54.73  (meters)                     EGM96
 TW0450
 TW0450  HORZ ORDER  -  SECOND
 TW0450
 TW0450.The horizontal coordinates were established by classical geodetic methods
 TW0450.and adjusted by the National Geodetic Survey in September 1999..
 TW0450.The horizontal coordinates are valid at the epoch date displayed above.
 TW0450.The epoch date for horizontal control is a decimal equivalence
 TW0450.of Year/Month/Day.
 TW0450
 TW0450.The orthometric height was scaled from a topographic map.
 TW0450
 TW0450.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0450.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0450
 TW0450;                    North         East     Units Scale Factor Converg.
 TW0450;UTM  55      - 1,493,350.845   258,607.966   MT  1.00032087   -0 31 14.8
 TW0450
 TW0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0450!UTM  55      -   0.99998856  x   1.00032087  =   1.00030943
 TW0450
 TW0450                          SUPERSEDED SURVEY CONTROL
 TW0450
 TW0450  GU 63       -  13 29 49.12775(N)    215 13 56.87609(W) AD(       ) 2
 TW0450
 TW0450.Superseded values are not recommended for survey control.
 TW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0450.See file dsdata.txt to determine how the superseded data were derived.
 TW0450
 TW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5860893351(NAD 83)
 TW0450_MARKER: DD = SURVEY DISK
 TW0450_SETTING: 66 = SET IN ROCK OUTCROP
 TW0450
 TW0450  HISTORY     - Date     Condition        Report By
 TW0450  HISTORY     - 1963     MONUMENTED       CGS
 TW0450
 TW0450                          STATION DESCRIPTION
 TW0450
 TW0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0450'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF TAMUNING,
 TW0450'1/4 MILE NORTH OF ALUPAT ISLAND, AND ON THE HIGHEST POINT OF A
 TW0450'BRUSH COVERED HILL THAT HAS A SHEER CLIFF ON ITS WEST SIDE AND
 TW0450'OVERLOOKS AGANA BAY.
 TW0450'
 TW0450'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0450'ASPINALL AVENUE FOR 0.2 MILE TO HIGHWAY 1.  TURN RIGHT, AND FOLLOW
 TW0450'HIGHWAY 1 EAST FOR 2.0 MILES TO A T ROAD TO THE LEFT.  TURN LEFT AND
 TW0450'FOLLOW CAMP WATKINS ROAD NORTHEAST FOR 1.0 MILE TO A CROSSROAD.  TURN
 TW0450'LEFT, WEST, FOR 0.2 MILE TO A NARROW, PAVED ROAD.  CONTINUE AHEAD,
 TW0450'WEST AND NORTH, ON THE NARROW, PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.
 TW0450'TURN LEFT, WEST, FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT, SOUTH,
 TW0450'FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  PACK WEST ALONG A CLEARED
 TW0450'TRAIL TO THE TOP OF THE HILL AND THE STATION ON TOP OF A LARGE, CORAL
 TW0450'OUTCROP.  THIS IS A 5 MINUTE PACK.
 TW0450'
 TW0450'THE STATION MARK, STAMPED---SATPON 1963---, IS A STANDARD GOVERNMENT
 TW0450'OF GUAM TRIANGULATION NET DISK CEMENTED IN A DRILL HOLE IN A CORAL
 TW0450'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0397 ***********************************************************************
 TW0397  DESIGNATION -  SAUTALI
 TW0397  PID         -  TW0397
 TW0397  STATE/COUNTY-  GU/GUAM
 TW0397  USGS QUAD   -  APRA HARBOR (1975)
 TW0397
 TW0397                         *CURRENT SURVEY CONTROL
 TW0397  ___________________________________________________________________
 TW0397* NAD 83(1993)-  13 25 32.13362(N)    215 19 16.94164(W)     ADJUSTED  
 TW0397* GUVD63      -         2.927  (meters)       9.60   (feet)  ADJ UNCH  
 TW0397  ___________________________________________________________________
 TW0397  EPOCH DATE  -        1993.62
 TW0397  GEOID HEIGHT-          54.56  (meters)                     EGM96
 TW0397
 TW0397  HORZ ORDER  -  SECOND
 TW0397  VERT ORDER  -  FIRST     CLASS II
 TW0397
 TW0397.The horizontal coordinates were established by classical geodetic methods
 TW0397.and adjusted by the National Geodetic Survey in September 1999..
 TW0397.The horizontal coordinates are valid at the epoch date displayed above.
 TW0397.The epoch date for horizontal control is a decimal equivalence
 TW0397.of Year/Month/Day.
 TW0397
 TW0397.The orthometric height was key entered from printed documents
 TW0397.and not key verified.
 TW0397
 TW0397.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0397.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0397
 TW0397;                    North         East     Units Scale Factor Converg.
 TW0397;UTM  55      - 1,485,383.932   248,641.264   MT  1.00038164   -0 32 21.4
 TW0397
 TW0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0397!UTM  55      -   0.99999096  x   1.00038164  =   1.00037260
 TW0397
 TW0397                          SUPERSEDED SURVEY CONTROL
 TW0397
 TW0397  GU 63       -  13 25 26.97444(N)    215 19 25.65400(W) AD(       ) 2
 TW0397
 TW0397.Superseded values are not recommended for survey control.
 TW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0397.See file dsdata.txt to determine how the superseded data were derived.
 TW0397
 TW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4864185384(NAD 83)
 TW0397_MARKER: DS = TRIANGULATION STATION DISK
 TW0397_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0397_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0397_STAMPING: SAUTALI 1963
 TW0397_MARK LOGO: GU    
 TW0397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0397
 TW0397  HISTORY     - Date     Condition        Report By
 TW0397  HISTORY     - 1963     MONUMENTED       CGS
 TW0397  HISTORY     - 1967     GOOD             CGS
 TW0397
 TW0397                          STATION DESCRIPTION
 TW0397
 TW0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0397'THE STATION IS LOCATED ABOUT 1-3/4 MILES AIRLINE NORTHWEST OF
 TW0397'APRA HEIGHTS, 3-1/4 MILES NORTH NORTHEAST OF AGAT, AND 1/3 MILE
 TW0397'NORTHEAST OF THE JUNCTION OF HIGHWAYS 1 AND 2A, ON THE HARD SURFACED
 TW0397'ROAD SHOULDER SOUTH SIDE OF HIGHWAY 1.
 TW0397'
 TW0397'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0397'STAMPED---SAUTALI 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0397'THE SURFACE OF THE ROAD SHOULDER.  TO REACH THE STATION FROM THE
 TW0397'JUNCTION OF HIGHWAYS 1 AND 4 IN AGANA, GO WEST ON HIGHWAY 1 FOR 4.7
 TW0397'MILES TO SCHROEDER JUNCTION, CONTINUE ON HIGHWAY 1 SOUTH
 TW0397'SOUTHWESTERLY 2.85 MILES TO STATION ON THE LEFT, 0.15 MILE BEFORE
 TW0397'REACHING SAUTALI RIVER BRIDGE AND 0.35 MILE BEFORE REACHING JUNCTION
 TW0397'OF HIGHWAYS 1 AND 2A.
 TW0397'
 TW0397'REFERENCE MARK NO. 1 IS A CONCRETE MONUMENT AT THE NORTHEAST CORNER
 TW0397'OF A TELEPHONE DUCT MANHOLE, 4 INCHES BELOW THE HARD SURFACED ROAD
 TW0397'SHOULDER NORTH SIDE HIGHWAY 1 AND IS STAMPED---M.D. 15---.
 TW0397
 TW0397                          STATION RECOVERY (1967)
 TW0397
 TW0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NES)
 TW0397'STATION MARK AND REFERENCE MARK MD-15 WERE RECOVERED IN GOOD
 TW0397'CONDITION.  ALTHOUGH MD-15 WAS NOT EXACTLY AS DESCRIBED A CHECK ON THE
 TW0397'DISTANCE AND DIRECTION PROVE IT TO BE AT THE SAME POINT.  A NEW
 TW0397'REFERENCE MARK, NUMBER ONE, WAS ESTABLISHED AND MD-15 WAS USED FOR
 TW0397'REFERENCE MARK NUMBER TWO.  A COMPLETE DESCRIPTION FOLLOWS.  STATION
 TW0397'IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF APRA HEIGHTS, 0.35
 TW0397'MILE NORTHEAST OF THE JUNCTION OF HIGHWAYS 1 AND 2A, AND 533 FEET
 TW0397'NORTHEAST OF THE NORTHEAST END OF THE CONCRETE BRIDGE OVER SAUTALI
 TW0397'STREAM ON THE HARD-SURFACED ROAD SHOULDER STRIP ALONG EAST SIDE OF
 TW0397'HIGHWAY 1.
 TW0397'
 TW0397'TO REACH STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON ASPINALL
 TW0397'AVENUE FOR 0.2 MILE TURN LEFT AND GO WEST AND SOUTH ON HIGHWAY 1 FOR
 TW0397'7.25 MILE TO STATION ON LEFT, 0.35 MILE BEFORE REACHING JUNCTION WITH
 TW0397'HIGHWAY 2A.
 TW0397'
 TW0397'STATION MARK IS A GOV-GUAM TRIANGULATION DISK, STAMPED SAUTALI 1963,
 TW0397'SET IN CONCRETE 2 INCHES DOWN INSIDE AN 8-INCH, IRON CASING THAT IS
 TW0397'ALSO SET IN CONCRETE AND IS FLUSH WITH ROAD SURFACE.  IT IS 25.4 FEET
 TW0397'NORTHWEST OF POWER POLE D 88-KD 89, 31.0 FEET EAST OF CENTER LINE OF
 TW0397'HIGHWAY, 4 FEET WEST OF EDGE OF HARD-SURFACED ROAD-SHOULDER STRIP, AND
 TW0397'120 FEET NORTH OF A TRACK ROAD FORK LEFT.  REFERENCE MARK NUMBER ON IS
 TW0397'A STANDARD DISK STAMPED SAUTALI 1963 NO 1 1967, CEMENTED IN A DRILL
 TW0397'HOLE IN THE CENTER OF A CONCRETE CULVERT ABUTMENT THAT IS 12 FEET LONG
 TW0397'AND 8 INCHES WIDE.  IT IS 48 FEET WEST OF CENTER LINE OF HIGHWAY AND
 TW0397'AT ABOUT SAME ELEVATION AS STATION MARK.  MD-15 (RM NO. 2) IS A
 TW0397'2-1/2-INCH DIAMETER COPPER DISK, UNSTAMPED, WITH A PUNCH MARK IN THE
 TW0397'CENTER, SET IN THE TOP OF A CONCRETE MONUMENT 4 INCHES BELOW ROAD
 TW0397'SURFACE, IN A 12-INCH-SQUARE DEPRESSION, ON THE HARD-SURFACED ROAD
 TW0397'SHOULDER STRIP ALONG WEST SIDE OF HIGHWAY, 33 FEET EAST OF POWER POLE
 TW0397'DK 86 AND 5 FEET NORTHWEST OF A 30-INCH MANHOLE COVER.  DISTANCE
 TW0397'BETWEEN REFERENCE MARKS IS 61 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0543 ***********************************************************************
 TW0543  DESIGNATION -  SCHROEDER GG 1963
 TW0543  PID         -  TW0543
 TW0543  STATE/COUNTY-  GU/
 TW0543  USGS QUAD   -  MERIZO (1968)
 TW0543
 TW0543                         *CURRENT SURVEY CONTROL
 TW0543  ___________________________________________________________________
 TW0543* NAD 83(1993)-  13 17 02.38313(N)    215 19 14.92581(W)     ADJUSTED  
 TW0543* GUVD63      -       322.     (meters)    1056.     (feet)  SCALED    
 TW0543  ___________________________________________________________________
 TW0543  EPOCH DATE  -        1993.62
 TW0543  GEOID HEIGHT-          53.54  (meters)                     EGM96
 TW0543
 TW0543  HORZ ORDER  -  FIRST
 TW0543
 TW0543.The horizontal coordinates were established by classical geodetic methods
 TW0543.and adjusted by the National Geodetic Survey in September 1999..
 TW0543.The horizontal coordinates are valid at the epoch date displayed above.
 TW0543.The epoch date for horizontal control is a decimal equivalence
 TW0543.of Year/Month/Day.
 TW0543
 TW0543.The orthometric height was scaled from a topographic map.
 TW0543
 TW0543.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0543.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0543
 TW0543;                    North         East     Units Scale Factor Converg.
 TW0543;UTM  55      - 1,469,712.651   248,555.228   MT  1.00038218   -0 32 00.8
 TW0543
 TW0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0543!UTM  55      -   0.99994095  x   1.00038218  =   1.00032310
 TW0543
 TW0543                          SUPERSEDED SURVEY CONTROL
 TW0543
 TW0543  GU 63       -  13 16 57.19004(N)    215 19 23.63911(W) AD(       ) 1
 TW0543
 TW0543.Superseded values are not recommended for survey control.
 TW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0543.See file dsdata.txt to determine how the superseded data were derived.
 TW0543
 TW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4855569713(NAD 83)
 TW0543_MARKER: DD = SURVEY DISK
 TW0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0543
 TW0543  HISTORY     - Date     Condition        Report By
 TW0543  HISTORY     - 1963     MONUMENTED       CGS
 TW0543
 TW0543                          STATION DESCRIPTION
 TW0543
 TW0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0543'THE STATION IS 1-1/2 MILES SOUTHEAST OF UMATAC, 1-1/2 MILES NORTH
 TW0543'OF MERIZO, ON THE SUMMIT OF THE NORTHWEST AND HIGHEST ONE OF TWO
 TW0543'SHARP PEAKS OF SCHROEDER MT., ALSO LOCALLY KNOWN AS MT. CRESTA.
 TW0543'
 TW0543'TO REACH THE STATION FROM THE POST OFFICE IN MERIZO, GO NORTHWEST
 TW0543'ON HIGHWAY 4 FOR 2.55 MILES TO A SIDE ROAD ON THE RIGHT, JUST
 TW0543'BEFORE REACHING AN OLD CHURCH ON THE RIGHT.  TURN RIGHT AND GO
 TW0543'NORTHERLY ON A GRAVEL ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT.
 TW0543'TURN RIGHT AND GO NORTHEAST FOR 0.2 MILE TO A T ROAD.  TURN RIGHT
 TW0543'0.1 MILE TO A DIM TRACK ROAD ON THE LEFT AT A LONE TREE.  TURN
 TW0543'LEFT AND GO NORTHERLY ON THE TRACK ROAD FOR 0.5 MILE TO A POLE GATE
 TW0543'IN A NORTH SOUTH FENCE.  FROM HERE PACK NORTHERLY ALONG THE WEST
 TW0543'SIDE OF A FENCE AND ALONG NARROW, STEEP RIDGE FOR ABOUT 1 HOUR TO
 TW0543'SUMMIT OF HILL AND THE STATION.
 TW0543'
 TW0543'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0543'STAMPED---SCHROEDER 1963---, CEMENTED TO THE TOP OF A 6 INCH SQUARE
 TW0543'CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0430 ***********************************************************************
 TW0430  DESIGNATION -  SHOTGUN
 TW0430  PID         -  TW0430
 TW0430  STATE/COUNTY-  GU/
 TW0430  USGS QUAD   -  
 TW0430
 TW0430                         *CURRENT SURVEY CONTROL
 TW0430  ___________________________________________________________________
 TW0430* NAD 83(1993)-  13 35 37.00390(N)    215 08 51.17471(W)     ADJUSTED  
 TW0430* GUVD63      -       145.     (meters)     476.     (feet)  SCALED    
 TW0430  ___________________________________________________________________
 TW0430  EPOCH DATE  -        1993.62
 TW0430  GEOID HEIGHT-          54.92  (meters)                     EGM96
 TW0430
 TW0430  HORZ ORDER  -  SECOND
 TW0430
 TW0430.The horizontal coordinates were established by classical geodetic methods
 TW0430.and adjusted by the National Geodetic Survey in September 1999..
 TW0430.The horizontal coordinates are valid at the epoch date displayed above.
 TW0430.The epoch date for horizontal control is a decimal equivalence
 TW0430.of Year/Month/Day.
 TW0430
 TW0430.The orthometric height was scaled from a topographic map.
 TW0430
 TW0430.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0430.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0430
 TW0430;                    North         East     Units Scale Factor Converg.
 TW0430;UTM  55      - 1,503,806.441   267,634.100   MT  1.00026795   -0 30 17.9
 TW0430
 TW0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0430!UTM  55      -   0.99996856  x   1.00026795  =   1.00023650
 TW0430
 TW0430                          SUPERSEDED SURVEY CONTROL
 TW0430
 TW0430  GU 63       -  13 35 31.88360(N)    215 08 59.89360(W) AD(       ) 2
 TW0430
 TW0430.Superseded values are not recommended for survey control.
 TW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0430.See file dsdata.txt to determine how the superseded data were derived.
 TW0430
 TW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6763403806(NAD 83)
 TW0430_MARKER: DD = SURVEY DISK
 TW0430_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TW0430+WITH SETTING: PAVEMENT
 TW0430
 TW0430  HISTORY     - Date     Condition        Report By
 TW0430  HISTORY     - 1963     MONUMENTED       USN
 TW0430
 TW0430                          STATION DESCRIPTION
 TW0430
 TW0430'DESCRIBED BY US NAVY 1963 (NES)
 TW0430'THE STATION IS LOCATED ON THE TOP AND CENTER OF A 3 STORY CONCRETE
 TW0430'BUILDING THAT IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE EXTREME
 TW0430'NORTHWEST POINT OF THE ISLAND AND 2 MILES NORTH NORTHEAST OF THE
 TW0430'MAIN ENTRANCE TO THE NAVAL COMMUNICATIONS STATIONS.
 TW0430'
 TW0430'TO REACH THE STATION FROM WETTENGEL JUNCTION, GO NORTHEAST ON ROUTE 3
 TW0430'FOR 2.0 MILES TO A FORK.  TAKE THE LEFT FORK PASSING THROUGH THE MAIN
 TW0430'ENTRANCE GATE INTO THE NAVAL COMMUNICATIONS STATION AND GO NORTH FOR
 TW0430'1.0 MILE TO HOWETH STREET.  TURN RIGHT AND GO EAST AND NORTH FOR 1.1
 TW0430'MILES TO THE CONCRETE BUILDING AND STATION AS DESCRIBED.
 TW0430'
 TW0430'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE FLUSH WITH
 TW0430'THE CONCRETE ROOF.  THE DISK HAS A CROSS IN THE MIDDLE AND HAS NO
 TW0430'STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0398 ***********************************************************************
 TW0398  DESIGNATION -  SOLEDAD
 TW0398  PID         -  TW0398
 TW0398  STATE/COUNTY-  GU/GUAM
 TW0398  USGS QUAD   -  AGAT (1975)
 TW0398
 TW0398                         *CURRENT SURVEY CONTROL
 TW0398  ___________________________________________________________________
 TW0398* NAD 83(1993)-  13 17 42.30863(N)    215 20 23.94555(W)     ADJUSTED  
 TW0398* GUVD04      -        44.194  (meters)     144.99   (feet)  ADJUSTED  
 TW0398  ___________________________________________________________________
 TW0398  EPOCH DATE  -        2004.00
 TW0398  X           -  -5,064,394.039 (meters)                     COMP
 TW0398  Y           -   3,591,099.561 (meters)                     COMP
 TW0398  Z           -   1,457,217.760 (meters)                     COMP
 TW0398  ELLIP HEIGHT-          97.68  (meters)          (06/10/05) GPS OBS
 TW0398  GEOID HEIGHT-          53.70  (meters)                     EGM96
 TW0398
 TW0398  HORZ ORDER  -  A
 TW0398  VERT ORDER  -  FIRST     CLASS II
 TW0398  ELLP ORDER  -  THIRD     CLASS II
 TW0398
 TW0398.The horizontal coordinates were established by GPS observations
 TW0398.and adjusted by the National Geodetic Survey in June 2005..
 TW0398.The horizontal coordinates are valid at the epoch date displayed above.
 TW0398.The epoch date for horizontal control is a decimal equivalence
 TW0398.of Year/Month/Day.
 TW0398
 TW0398.The orthometric height was determined by differential leveling
 TW0398.and adjusted by the National Geodetic Survey in May 2005..
 TW0398
 TW0398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0398
 TW0398.The ellipsoidal height was determined by GPS observations
 TW0398.and is referenced to NAD 83.
 TW0398
 TW0398.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0398.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0398
 TW0398;                    North         East     Units Scale Factor Converg.
 TW0398;UTM  55      - 1,470,959.481   246,488.545   MT  1.00039510   -0 32 18.3
 TW0398
 TW0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0398!UTM  55      -   0.99998464  x   1.00039510  =   1.00037973
 TW0398
 TW0398:                Primary Azimuth Mark                     Grid Az
 TW0398:UTM  55      -  TOGUAN                                   179 15 52.1
 TW0398
 TW0398|---------------------------------------------------------------------|
 TW0398| PID    Reference Object                     Distance      Geod. Az  |
 TW0398|                                                           dddmmss.s |
 TW0398| TW0537 TOGUAN                              APPROX. 0.6 KM 1784333.8 |
 TW0398|---------------------------------------------------------------------|
 TW0398
 TW0398                          SUPERSEDED SURVEY CONTROL
 TW0398
 TW0398  NAD 83(1993)-  13 17 42.31736(N)    215 20 23.92870(W) AD(1993.62) 1
 TW0398  ELLIP H (11/30/94)   98.35   (m)                       GP(1993.62) 5 1
 TW0398  GU 63       -  13 17 37.12647(N)    215 20 32.64052(W) AD(       ) 2
 TW0398
 TW0398.Superseded values are not recommended for survey control.
 TW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0398.See file dsdata.txt to determine how the superseded data were derived.
 TW0398
 TW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4648970959(NAD 83)
 TW0398_MARKER: DS = TRIANGULATION STATION DISK
 TW0398_SETTING: 66 = SET IN ROCK OUTCROP
 TW0398_SP_SET: IN A DRILL HOLE IN BEDROCK
 TW0398_STAMPING: SOLEDAD 1963
 TW0398_MARK LOGO: GU    
 TW0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0398+STABILITY: POSITION/ELEVATION WELL
 TW0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0398+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0398
 TW0398  HISTORY     - Date     Condition        Report By
 TW0398  HISTORY     - 1963     MONUMENTED       CGS
 TW0398  HISTORY     - 19930804 GOOD             NOS
 TW0398  HISTORY     - 20040517 GOOD             GUAMLM
 TW0398
 TW0398                          STATION DESCRIPTION
 TW0398
 TW0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0398'THE STATION IS 1/4 MILE SOUTHWEST OF THE VILLAGE OF UMATAC, ON A
 TW0398'BLUFF AT THE SOUTH SIDE OF THE ENTRANCE TO UMATAC BAY AND AT THE
 TW0398'SITE OF THE OLD SPANISH FORT, SOLEDAD.
 TW0398'
 TW0398'TO REACH THE STATION FROM THE CHURCH NEAR THE CENTER OF UMATAC
 TW0398'VILLAGE, GO SOUTHERLY ON HIGHWAY 4 FOR 0.8 MILE TO A SIDE ROAD
 TW0398'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRAVEL ROAD FOR
 TW0398'0.15 MILE TO THE STATION AT THE SITE OF THE OLD FORT.
 TW0398'
 TW0398'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0398'STAMPED---SOLEDAD 1963---, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 TW0398'PROJECTS 2 INCHES.  IT IS NEAR THE SOUTHEAST CORNER OF THE STONE
 TW0398'FLOORING OF THE OLD FORT, 37 FEET SOUTH OF THE SOUTHEAST CORNER
 TW0398'OF AN OLD SENTRY POST, 33 FEET SOUTHEAST OF A LONE, 18 INCH TREE
 TW0398'AND 17 FEET NORTH OF THE NORTHEAST CORNER OF A STONE WALL.
 TW0398'
 TW0398'MCCARO 9, IS A 40 MILLIMETER BRASS SHELL CASING STAMPED---MCCARO 9
 TW0398'1960---, SET IN A 6 INCH SQUARE CONCRETE POST 2 INCHES BELOW THE
 TW0398'SURFACE.  IT IS 30 FEET EAST SOUTHEAST OF THE 18 INCH TREE AND
 TW0398'29 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE SENTRY POST.
 TW0398
 TW0398                          STATION RECOVERY (1993)
 TW0398
 TW0398'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0398'RECOVERED AS DESCRIBED.
 TW0398
 TW0398                          STATION RECOVERY (2004)
 TW0398
 TW0398'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0398'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0398'OF UMATAC.
 TW0398' 
 TW0398'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0398'ROUTE 4 AND PAGAT, GO WEST ON ROUTE 4, FOR 2.2 MILE TO THE STATION ON
 TW0398'THE NORTHWEST OF FORT.  THE STATION IS LOCATED WITHIN THE FORTRESS.
 TW0398' 
 TW0398'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.12M SOUTH FROM
 TW0398'THE NORTHEAST ROCK WALL ENTRANCE TO FORT, 11.24M SOUTHEAST FROM THE
 TW0398'SOUTHWEST CORNER OF A LOOKOUT POST (BUILDING) AND 5.30M NORTHEAST FROM
 TW0398'THE SOUTH END OF ROCK WALL.  THE DIMENSION OF ROCK WALL IS .42M WIDE
 TW0398'AND .60M HIGH.
 TW0398' 
 TW0398'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0398'STAMPED--SOLEDAD--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0399 ***********************************************************************
 TW0399  DESIGNATION -  SPLIT
 TW0399  PID         -  TW0399
 TW0399  STATE/COUNTY-  GU/GUAM
 TW0399  USGS QUAD   -  DEDEDO (1975)
 TW0399
 TW0399                         *CURRENT SURVEY CONTROL
 TW0399  ___________________________________________________________________
 TW0399* NAD 83(1993)-  13 29 44.63550(N)    215 08 02.06178(W)     ADJUSTED  
 TW0399* GUVD04      -       139.690  (meters)     458.30   (feet)  ADJUSTED  
 TW0399  ___________________________________________________________________
 TW0399  EPOCH DATE  -        1993.62
 TW0399  GEOID HEIGHT-          54.41  (meters)                     EGM96
 TW0399
 TW0399  HORZ ORDER  -  SECOND
 TW0399  VERT ORDER  -  FIRST     CLASS II
 TW0399
 TW0399.The horizontal coordinates were established by classical geodetic methods
 TW0399.and adjusted by the National Geodetic Survey in September 1999..
 TW0399.The horizontal coordinates are valid at the epoch date displayed above.
 TW0399.The epoch date for horizontal control is a decimal equivalence
 TW0399.of Year/Month/Day.
 TW0399
 TW0399.The orthometric height was determined by differential leveling
 TW0399.and adjusted by the National Geodetic Survey in May 2005..
 TW0399.No vertical observational check was made to the station.
 TW0399
 TW0399.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0399.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0399
 TW0399;                    North         East     Units Scale Factor Converg.
 TW0399;UTM  55      - 1,492,962.080   269,016.315   MT  1.00026004   -0 29 53.6
 TW0399
 TW0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0399!UTM  55      -   0.99996948  x   1.00026004  =   1.00022951
 TW0399
 TW0399                          SUPERSEDED SURVEY CONTROL
 TW0399
 TW0399  GU 63       -  13 29 39.49200(N)    215 08 10.78267(W) AD(       ) 2
 TW0399
 TW0399.Superseded values are not recommended for survey control.
 TW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0399.See file dsdata.txt to determine how the superseded data were derived.
 TW0399
 TW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6901692962(NAD 83)
 TW0399_MARKER: DS = TRIANGULATION STATION DISK
 TW0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0399_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0399_STAMPING: SPLIT 1963
 TW0399_MARK LOGO: GU    
 TW0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0399+STABILITY: SURFACE MOTION
 TW0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0399+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0399
 TW0399  HISTORY     - Date     Condition        Report By
 TW0399  HISTORY     - 1963     MONUMENTED       CGS
 TW0399  HISTORY     - 20040517 GOOD             GUAMLM
 TW0399
 TW0399                          STATION DESCRIPTION
 TW0399
 TW0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0399'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF BARRIGADA,
 TW0399'2-1/2 MILES SOUTHEAST OF DEDEDO, AND ON THE CENTERLINE OF
 TW0399'HIGHWAY 15.
 TW0399'
 TW0399'TO REACH THE STATION FROM THE WETTENGEL SCHOOL, FOLLOW HIGHWAY 1
 TW0399'EASTERLY FOR 3.3 MILES TO A T ROAD TO THE RIGHT.  TURN RIGHT AND
 TW0399'FOLLOW THE PAVED ROAD SOUTH AND SOUTHEAST FOR 1.4 MILES TO A
 TW0399'T ROAD TO THE RIGHT.  TURN RIGHT, SOUTHWEST, FOR 0.3 MILE TO HIGHWAY
 TW0399'15.  TURN RIGHT, WEST, FOR 174 FEET TO THE STATION.
 TW0399'
 TW0399'THE STATION MARK, STAMPED---SPLIT 1963---, IS A STANDARD GOVERNMENT
 TW0399'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0399'AND IS ABOUT 6 INCHES BELOW THE SURFACE OF THE HIGHWAY.  THE CAST
 TW0399'IRON CASING IS FLUSH WITH THE SURFACE OF THE HIGHWAY AND HAS THE
 TW0399'WORD -SURVEY- INSCRIBED ON THE LID.
 TW0399
 TW0399                          STATION RECOVERY (2004)
 TW0399
 TW0399'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0399'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0399'OF MANGILAO.
 TW0399' 
 TW0399'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 15
 TW0399'AND ROUTE 26, GO NORTH ON ROUTE 15 FOR 1.1 MILE, STATION IS CENTERLINE
 TW0399'ON ROUTE 15.
 TW0399' 
 TW0399'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.40M FROM THE
 TW0399'SOUTHEAST EDGE OF ROUTE 15, 25.40M NORTHEAST FROM A WOODEN POWER POLE
 TW0399'(LC-44-27-3) AND 17.70M NORTHWEST FROM A FIRE HYDRANT.
 TW0399' 
 TW0399'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0399'STAMPED--SPLIT--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0400 ***********************************************************************
 TW0400  DESIGNATION -  SPUR
 TW0400  PID         -  TW0400
 TW0400  STATE/COUNTY-  GU/GUAM
 TW0400  USGS QUAD   -  DEDEDO (1975)
 TW0400
 TW0400                         *CURRENT SURVEY CONTROL
 TW0400  ___________________________________________________________________
 TW0400* NAD 83(1993)-  13 28 20.73365(N)    215 09 14.33604(W)     ADJUSTED  
 TW0400* GUVD04      -       122.851  (meters)     403.05   (feet)  ADJUSTED  
 TW0400  ___________________________________________________________________
 TW0400  EPOCH DATE  -        1993.62
 TW0400  GEOID HEIGHT-          54.36  (meters)                     EGM96
 TW0400
 TW0400  HORZ ORDER  -  SECOND
 TW0400  VERT ORDER  -  FIRST     CLASS II
 TW0400
 TW0400.The horizontal coordinates were established by classical geodetic methods
 TW0400.and adjusted by the National Geodetic Survey in September 1999..
 TW0400.The horizontal coordinates are valid at the epoch date displayed above.
 TW0400.The epoch date for horizontal control is a decimal equivalence
 TW0400.of Year/Month/Day.
 TW0400
 TW0400.The orthometric height was determined by differential leveling
 TW0400.and adjusted by the National Geodetic Survey in May 2005..
 TW0400.No vertical observational check was made to the station.
 TW0400
 TW0400.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0400.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0400
 TW0400;                    North         East     Units Scale Factor Converg.
 TW0400;UTM  55      - 1,490,402.011   266,819.644   MT  1.00027265   -0 30 07.4
 TW0400
 TW0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0400!UTM  55      -   0.99997213  x   1.00027265  =   1.00024478
 TW0400
 TW0400                          SUPERSEDED SURVEY CONTROL
 TW0400
 TW0400  GU 63       -  13 28 15.58499(N)    215 09 23.05696(W) AD(       ) 2
 TW0400
 TW0400.Superseded values are not recommended for survey control.
 TW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0400.See file dsdata.txt to determine how the superseded data were derived.
 TW0400
 TW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6682090402(NAD 83)
 TW0400_MARKER: DS = TRIANGULATION STATION DISK
 TW0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0400_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0400_STAMPING: SPUR 1963
 TW0400_MARK LOGO: GU    
 TW0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0400+STABILITY: SURFACE MOTION
 TW0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0400+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 TW0400
 TW0400  HISTORY     - Date     Condition        Report By
 TW0400  HISTORY     - 1963     MONUMENTED       CGS
 TW0400  HISTORY     - 20040510 GOOD             GUAMLM
 TW0400
 TW0400                          STATION DESCRIPTION
 TW0400
 TW0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0400'THE STATION IS LOCATED ABOUT 3 MILES EAST OF BARRIGADA, 3 MILES
 TW0400'SOUTH OF DEDEDO, AND ON THE CENTERLINE OF HIGHWAY 15.
 TW0400'
 TW0400'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO EAST ON
 TW0400'WEST SAYLOR STREET FOR 0.2 MILE TO HIGHWAY 4.  TURN RIGHT AND FOLLOW
 TW0400'HIGHWAY 4 SOUTH AND SOUTHEAST FOR 3.9 MILES TO A Y FORK AND THE
 TW0400'JUNCTION OF HIGHWAY 4 AND HIGHWAY 10.  TAKE THE LEFT FORK AND
 TW0400'FOLLOW HIGHWAY 10 EAST AND NORTH FOR 2.2 MILES TO A T ROAD TO
 TW0400'THE RIGHT AND THE JUNCTION OF HIGHWAY 10 AND HIGHWAY 15.  TURN
 TW0400'RIGHT AND FOLLOW HIGHWAY 15 EAST AND NORTHEAST FOR 3.5 MILES TO
 TW0400'THE STATION.  THIS IS JUST BEFORE REACHING A POINT WHERE THE
 TW0400'HIGHWAY CURVES TO THE LEFT, NORTH.
 TW0400'
 TW0400'THE STATION MARK, STAMPED---SPUR 1963---, IS A STANDARD GOVERNMENT
 TW0400'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0400'AND IS ABOUT 4 INCHES BELOW THE SURFACE OF THE HIGHWAY.  THE CAST
 TW0400'IRON CASING IS FLUSH WITH THE SURFACE OF THE HIGHWAY AND HAS THE
 TW0400'WORD -SURVEY- INSCRIBED ON THE LID.
 TW0400
 TW0400                          STATION RECOVERY (2004)
 TW0400
 TW0400'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0400'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0400'OF MANGILAO.
 TW0400' 
 TW0400'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION VIETNAM VETERAN
 TW0400'HIGHWAY (ROUTE 10) AND ROUTE 15, GO EAST ON ROUTE 15 FOR 3.4 MILES,
 TW0400'THE STATION IS IN THE CENTER OF ROUTE 15.  THE STATION IS A CENTERLINE
 TW0400'MARK.  THE STATION IS 12 INCHES BELOW THE SURFACE, ENCASED IN A CAST
 TW0400'IRON HOUSING.
 TW0400' 
 TW0400'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 19.10M NORTHEAST
 TW0400'OF WOODEN POWER POLE, 6.10M SOUTHEAST OF THE NORTHWEST EDGE OF ROUTE
 TW0400'15 AND 5.20M EAST OF THE SOUTHEAST EDGE OF ROUTE 15.
 TW0400' 
 TW0400'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NETWORK DISK
 TW0400'STAMPED--SPUR 1963--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0559 ***********************************************************************
 TW0559  DESIGNATION -  STATION 1
 TW0559  PID         -  TW0559
 TW0559  STATE/COUNTY-  GU/GUAM
 TW0559  USGS QUAD   -  APRA HARBOR (1975)
 TW0559
 TW0559                         *CURRENT SURVEY CONTROL
 TW0559  ___________________________________________________________________
 TW0559* NAD 83(1993)-  13 26 43.62577(N)    215 22 50.23296(W)     ADJUSTED  
 TW0559* GUVD63      -        61.     (meters)     200.     (feet)  SCALED    
 TW0559  ___________________________________________________________________
 TW0559  EPOCH DATE  -        1993.62
 TW0559  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0559
 TW0559  HORZ ORDER  -  THIRD
 TW0559
 TW0559.The horizontal coordinates were established by classical geodetic methods
 TW0559.and adjusted by the National Geodetic Survey in September 1999..
 TW0559.The horizontal coordinates are valid at the epoch date displayed above.
 TW0559.The epoch date for horizontal control is a decimal equivalence
 TW0559.of Year/Month/Day.
 TW0559
 TW0559.The orthometric height was scaled from a topographic map.
 TW0559
 TW0559.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0559.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0559
 TW0559;                    North         East     Units Scale Factor Converg.
 TW0559;UTM  55      - 1,487,643.020   242,243.877   MT  1.00042193   -0 33 13.9
 TW0559
 TW0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0559!UTM  55      -   0.99998181  x   1.00042193  =   1.00040373
 TW0559
 TW0559                          SUPERSEDED SURVEY CONTROL
 TW0559
 TW0559.No superseded survey control is available for this station.
 TW0559
 TW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4224487643(NAD 83)
 TW0559_MARKER: Z = SEE DESCRIPTION
 TW0559_SETTING: 0 = UNSPECIFIED SETTING
 TW0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0559
 TW0559  HISTORY     - Date     Condition        Report By
 TW0559  HISTORY     - 1963     MONUMENTED       CGS
 TW0559  HISTORY     - UNK      SEE DESCRIPTION
 TW0559
 TW0559                          STATION DESCRIPTION
 TW0559
 TW0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0559'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0559
 TW0559                          STATION RECOVERY (UNK )
 TW0559
 TW0559'RECOVERED UNK
 TW0559'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0535 ***********************************************************************
 TW0535  DESIGNATION -  STATION 2
 TW0535  PID         -  TW0535
 TW0535  STATE/COUNTY-  GU/GUAM
 TW0535  USGS QUAD   -  APRA HARBOR (1975)
 TW0535
 TW0535                         *CURRENT SURVEY CONTROL
 TW0535  ___________________________________________________________________
 TW0535* NAD 83(1993)-  13 25 54.50094(N)    215 21 48.60806(W)     ADJUSTED  
 TW0535* GUVD63      -        35.     (meters)     115.     (feet)  SCALED    
 TW0535  ___________________________________________________________________
 TW0535  EPOCH DATE  -        1993.62
 TW0535  GEOID HEIGHT-          54.62  (meters)                     EGM96
 TW0535
 TW0535  HORZ ORDER  -  THIRD
 TW0535
 TW0535.The horizontal coordinates were established by classical geodetic methods
 TW0535.and adjusted by the National Geodetic Survey in September 1999..
 TW0535.The horizontal coordinates are valid at the epoch date displayed above.
 TW0535.The epoch date for horizontal control is a decimal equivalence
 TW0535.of Year/Month/Day.
 TW0535
 TW0535.The orthometric height was scaled from a topographic map.
 TW0535
 TW0535.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0535.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0535
 TW0535;                    North         East     Units Scale Factor Converg.
 TW0535;UTM  55      - 1,486,114.917   244,083.753   MT  1.00041024   -0 32 57.5
 TW0535
 TW0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0535!UTM  55      -   0.99998591  x   1.00041024  =   1.00039614
 TW0535
 TW0535                          SUPERSEDED SURVEY CONTROL
 TW0535
 TW0535.No superseded survey control is available for this station.
 TW0535
 TW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4408486115(NAD 83)
 TW0535_MARKER: Z = SEE DESCRIPTION
 TW0535_SETTING: 0 = UNSPECIFIED SETTING
 TW0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0535
 TW0535  HISTORY     - Date     Condition        Report By
 TW0535  HISTORY     - 1963     MONUMENTED       CGS
 TW0535  HISTORY     - UNK      SEE DESCRIPTION
 TW0535
 TW0535                          STATION DESCRIPTION
 TW0535
 TW0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0535'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0535
 TW0535                          STATION RECOVERY (UNK )
 TW0535
 TW0535'RECOVERED UNK
 TW0535'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0533 ***********************************************************************
 TW0533  DESIGNATION -  STATION 3
 TW0533  PID         -  TW0533
 TW0533  STATE/COUNTY-  GU/GUAM
 TW0533  USGS QUAD   -  APRA HARBOR (1975)
 TW0533
 TW0533                         *CURRENT SURVEY CONTROL
 TW0533  ___________________________________________________________________
 TW0533* NAD 83(1993)-  13 25 17.49634(N)    215 21 36.79930(W)     ADJUSTED  
 TW0533* GUVD63      -        40.     (meters)     131.     (feet)  SCALED    
 TW0533  ___________________________________________________________________
 TW0533  EPOCH DATE  -        1993.62
 TW0533  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0533
 TW0533  HORZ ORDER  -  THIRD
 TW0533
 TW0533.The horizontal coordinates were established by classical geodetic methods
 TW0533.and adjusted by the National Geodetic Survey in September 1999..
 TW0533.The horizontal coordinates are valid at the epoch date displayed above.
 TW0533.The epoch date for horizontal control is a decimal equivalence
 TW0533.of Year/Month/Day.
 TW0533
 TW0533.The orthometric height was scaled from a topographic map.
 TW0533
 TW0533.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0533.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0533
 TW0533;                    North         East     Units Scale Factor Converg.
 TW0533;UTM  55      - 1,484,973.886   244,428.222   MT  1.00040806   -0 32 53.3
 TW0533
 TW0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0533!UTM  55      -   0.99998513  x   1.00040806  =   1.00039318
 TW0533
 TW0533                          SUPERSEDED SURVEY CONTROL
 TW0533
 TW0533.No superseded survey control is available for this station.
 TW0533
 TW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4442884974(NAD 83)
 TW0533_MARKER: Z = SEE DESCRIPTION
 TW0533_SETTING: 0 = UNSPECIFIED SETTING
 TW0533_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0533
 TW0533  HISTORY     - Date     Condition        Report By
 TW0533  HISTORY     - 1963     MONUMENTED       CGS
 TW0533  HISTORY     - UNK      SEE DESCRIPTION
 TW0533
 TW0533                          STATION DESCRIPTION
 TW0533
 TW0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0533'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0533
 TW0533                          STATION RECOVERY (UNK )
 TW0533
 TW0533'RECOVERED UNK
 TW0533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0557 ***********************************************************************
 TW0557  DESIGNATION -  STATION 4
 TW0557  PID         -  TW0557
 TW0557  STATE/COUNTY-  GU/GUAM
 TW0557  USGS QUAD   -  APRA HARBOR (1975)
 TW0557
 TW0557                         *CURRENT SURVEY CONTROL
 TW0557  ___________________________________________________________________
 TW0557* NAD 83(1993)-  13 26 48.55597(N)    215 22 21.72154(W)     ADJUSTED  
 TW0557* GUVD63      -        63.     (meters)     207.     (feet)  SCALED    
 TW0557  ___________________________________________________________________
 TW0557  EPOCH DATE  -        1993.62
 TW0557  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0557
 TW0557  HORZ ORDER  -  THIRD
 TW0557
 TW0557.The horizontal coordinates were established by classical geodetic methods
 TW0557.and adjusted by the National Geodetic Survey in September 1999..
 TW0557.The horizontal coordinates are valid at the epoch date displayed above.
 TW0557.The epoch date for horizontal control is a decimal equivalence
 TW0557.of Year/Month/Day.
 TW0557
 TW0557.The orthometric height was scaled from a topographic map.
 TW0557
 TW0557.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0557.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0557
 TW0557;                    North         East     Units Scale Factor Converg.
 TW0557;UTM  55      - 1,487,786.310   243,103.281   MT  1.00041646   -0 33 07.4
 TW0557
 TW0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0557!UTM  55      -   0.99998149  x   1.00041646  =   1.00039795
 TW0557
 TW0557                          SUPERSEDED SURVEY CONTROL
 TW0557
 TW0557.No superseded survey control is available for this station.
 TW0557
 TW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4310387786(NAD 83)
 TW0557_MARKER: Z = SEE DESCRIPTION
 TW0557_SETTING: 0 = UNSPECIFIED SETTING
 TW0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0557
 TW0557  HISTORY     - Date     Condition        Report By
 TW0557  HISTORY     - 1963     MONUMENTED       CGS
 TW0557  HISTORY     - UNK      SEE DESCRIPTION
 TW0557
 TW0557                          STATION DESCRIPTION
 TW0557
 TW0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0557'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0557
 TW0557                          STATION RECOVERY (UNK )
 TW0557
 TW0557'RECOVERED UNK
 TW0557'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0531 ***********************************************************************
 TW0531  DESIGNATION -  STATION 5
 TW0531  PID         -  TW0531
 TW0531  STATE/COUNTY-  GU/GUAM
 TW0531  USGS QUAD   -  APRA HARBOR (1975)
 TW0531
 TW0531                         *CURRENT SURVEY CONTROL
 TW0531  ___________________________________________________________________
 TW0531* NAD 83(1993)-  13 26 34.97962(N)    215 21 20.31500(W)     ADJUSTED  
 TW0531* GUVD63      -         0.     (meters)       0.     (feet)  SCALED    
 TW0531  ___________________________________________________________________
 TW0531  EPOCH DATE  -        1993.62
 TW0531  GEOID HEIGHT-          54.67  (meters)                     EGM96
 TW0531
 TW0531  HORZ ORDER  -  THIRD
 TW0531
 TW0531.The horizontal coordinates were established by classical geodetic methods
 TW0531.and adjusted by the National Geodetic Survey in September 1999..
 TW0531.The horizontal coordinates are valid at the epoch date displayed above.
 TW0531.The epoch date for horizontal control is a decimal equivalence
 TW0531.of Year/Month/Day.
 TW0531
 TW0531.The orthometric height was scaled from a topographic map.
 TW0531
 TW0531.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0531.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0531
 TW0531;                    North         East     Units Scale Factor Converg.
 TW0531;UTM  55      - 1,487,351.195   244,947.060   MT  1.00040478   -0 32 52.6
 TW0531
 TW0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0531!UTM  55      -   0.99999140  x   1.00040478  =   1.00039618
 TW0531
 TW0531                          SUPERSEDED SURVEY CONTROL
 TW0531
 TW0531.No superseded survey control is available for this station.
 TW0531
 TW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4494787351(NAD 83)
 TW0531_MARKER: Z = SEE DESCRIPTION
 TW0531_SETTING: 0 = UNSPECIFIED SETTING
 TW0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0531
 TW0531  HISTORY     - Date     Condition        Report By
 TW0531  HISTORY     - 1963     MONUMENTED       CGS
 TW0531  HISTORY     - UNK      SEE DESCRIPTION
 TW0531
 TW0531                          STATION DESCRIPTION
 TW0531
 TW0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0531'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0531
 TW0531                          STATION RECOVERY (UNK )
 TW0531
 TW0531'RECOVERED UNK
 TW0531'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0530 ***********************************************************************
 TW0530  DESIGNATION -  STATION 6
 TW0530  PID         -  TW0530
 TW0530  STATE/COUNTY-  GU/GUAM
 TW0530  USGS QUAD   -  APRA HARBOR (1975)
 TW0530
 TW0530                         *CURRENT SURVEY CONTROL
 TW0530  ___________________________________________________________________
 TW0530* NAD 83(1993)-  13 26 37.30710(N)    215 20 39.45427(W)     ADJUSTED  
 TW0530* GUVD63      -         1.     (meters)       3.     (feet)  SCALED    
 TW0530  ___________________________________________________________________
 TW0530  EPOCH DATE  -        1993.62
 TW0530  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0530
 TW0530  HORZ ORDER  -  THIRD
 TW0530
 TW0530.The horizontal coordinates were established by classical geodetic methods
 TW0530.and adjusted by the National Geodetic Survey in September 1999..
 TW0530.The horizontal coordinates are valid at the epoch date displayed above.
 TW0530.The epoch date for horizontal control is a decimal equivalence
 TW0530.of Year/Month/Day.
 TW0530
 TW0530.The orthometric height was scaled from a topographic map.
 TW0530
 TW0530.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0530.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0530
 TW0530;                    North         East     Units Scale Factor Converg.
 TW0530;UTM  55      - 1,487,411.017   246,177.281   MT  1.00039704   -0 32 43.1
 TW0530
 TW0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0530!UTM  55      -   0.99999125  x   1.00039704  =   1.00038828
 TW0530
 TW0530                          SUPERSEDED SURVEY CONTROL
 TW0530
 TW0530.No superseded survey control is available for this station.
 TW0530
 TW0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4617787411(NAD 83)
 TW0530_MARKER: Z = SEE DESCRIPTION
 TW0530_SETTING: 0 = UNSPECIFIED SETTING
 TW0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0530
 TW0530  HISTORY     - Date     Condition        Report By
 TW0530  HISTORY     - 1963     MONUMENTED       CGS
 TW0530  HISTORY     - UNK      SEE DESCRIPTION
 TW0530
 TW0530                          STATION DESCRIPTION
 TW0530
 TW0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0530'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0530
 TW0530                          STATION RECOVERY (UNK )
 TW0530
 TW0530'RECOVERED UNK
 TW0530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0534 ***********************************************************************
 TW0534  DESIGNATION -  STATION 7
 TW0534  PID         -  TW0534
 TW0534  STATE/COUNTY-  GU/GUAM
 TW0534  USGS QUAD   -  APRA HARBOR (1975)
 TW0534
 TW0534                         *CURRENT SURVEY CONTROL
 TW0534  ___________________________________________________________________
 TW0534* NAD 83(1993)-  13 27 51.40873(N)    215 21 43.19124(W)     ADJUSTED  
 TW0534* GUVD63      -         6.     (meters)      20.     (feet)  SCALED    
 TW0534  ___________________________________________________________________
 TW0534  EPOCH DATE  -        1993.62
 TW0534  GEOID HEIGHT-          54.75  (meters)                     EGM96
 TW0534
 TW0534  HORZ ORDER  -  THIRD
 TW0534
 TW0534.The horizontal coordinates were established by classical geodetic methods
 TW0534.and adjusted by the National Geodetic Survey in September 1999..
 TW0534.The horizontal coordinates are valid at the epoch date displayed above.
 TW0534.The epoch date for horizontal control is a decimal equivalence
 TW0534.of Year/Month/Day.
 TW0534
 TW0534.The orthometric height was scaled from a topographic map.
 TW0534
 TW0534.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0534.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0534
 TW0534;                    North         East     Units Scale Factor Converg.
 TW0534;UTM  55      - 1,489,707.442   244,281.237   MT  1.00040899   -0 33 01.0
 TW0534
 TW0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0534!UTM  55      -   0.99999045  x   1.00040899  =   1.00039943
 TW0534
 TW0534                          SUPERSEDED SURVEY CONTROL
 TW0534
 TW0534.No superseded survey control is available for this station.
 TW0534
 TW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4428189707(NAD 83)
 TW0534_MARKER: Z = SEE DESCRIPTION
 TW0534_SETTING: 0 = UNSPECIFIED SETTING
 TW0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0534
 TW0534  HISTORY     - Date     Condition        Report By
 TW0534  HISTORY     - 1963     MONUMENTED       CGS
 TW0534  HISTORY     - UNK      SEE DESCRIPTION
 TW0534
 TW0534                          STATION DESCRIPTION
 TW0534
 TW0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0534'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0534
 TW0534                          STATION RECOVERY (UNK )
 TW0534
 TW0534'RECOVERED UNK
 TW0534'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0484 ***********************************************************************
 TW0484  DESIGNATION -  SUMMIT
 TW0484  PID         -  TW0484
 TW0484  STATE/COUNTY-  GU/GUAM
 TW0484  USGS QUAD   -  AGANA (1968)
 TW0484
 TW0484                         *CURRENT SURVEY CONTROL
 TW0484  ___________________________________________________________________
 TW0484* NAD 83(1993)-  13 26 13.83545(N)    215 17 20.80760(W)     ADJUSTED  
 TW0484* GUVD63      -       318.     (meters)    1043.     (feet)  SCALED    
 TW0484  ___________________________________________________________________
 TW0484  EPOCH DATE  -        1993.62
 TW0484  GEOID HEIGHT-          54.57  (meters)                     EGM96
 TW0484
 TW0484  HORZ ORDER  -  SECOND
 TW0484
 TW0484.The horizontal coordinates were established by classical geodetic methods
 TW0484.and adjusted by the National Geodetic Survey in September 1999..
 TW0484.The horizontal coordinates are valid at the epoch date displayed above.
 TW0484.The epoch date for horizontal control is a decimal equivalence
 TW0484.of Year/Month/Day.
 TW0484
 TW0484.The orthometric height was scaled from a topographic map.
 TW0484
 TW0484.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0484.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0484
 TW0484;                    North         East     Units Scale Factor Converg.
 TW0484;UTM  55      - 1,486,633.243   252,147.910   MT  1.00035998   -0 31 56.0
 TW0484
 TW0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0484!UTM  55      -   0.99994141  x   1.00035998  =   1.00030137
 TW0484
 TW0484                          SUPERSEDED SURVEY CONTROL
 TW0484
 TW0484  GU 63       -  13 26 08.67927(N)    215 17 29.51999(W) AD(       ) 2
 TW0484
 TW0484.Superseded values are not recommended for survey control.
 TW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0484.See file dsdata.txt to determine how the superseded data were derived.
 TW0484
 TW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5214886633(NAD 83)
 TW0484_MARKER: Z = SEE DESCRIPTION
 TW0484_SETTING: 0 = UNSPECIFIED SETTING
 TW0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0484
 TW0484  HISTORY     - Date     Condition        Report By
 TW0484  HISTORY     - 1963     MONUMENTED       CGS
 TW0484  HISTORY     - UNK      SEE DESCRIPTION
 TW0484
 TW0484                          STATION DESCRIPTION
 TW0484
 TW0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0484'A USN STATION MARK DISK STAMPED SUMMIT 1944 CEMENTED IN A DRILL HOLE
 TW0484'IN BEDROCK WHICH PROJECTS 3 INCHES. IT IS 70 FEET NORTH- WEST OF A 12
 TW0484'INCH IRONWOOD TREE.
 TW0484
 TW0484                          STATION RECOVERY (UNK )
 TW0484
 TW0484'RECOVERED UNK
 TW0484'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0401 ***********************************************************************
 TW0401  DESIGNATION -  SYLAR
 TW0401  PID         -  TW0401
 TW0401  STATE/COUNTY-  GU/GUAM
 TW0401  USGS QUAD   -  PATI POINT (1975)
 TW0401
 TW0401                         *CURRENT SURVEY CONTROL
 TW0401  ___________________________________________________________________
 TW0401* NAD 83(1993)-  13 34 04.68376(N)    215 05 38.68557(W)     ADJUSTED  
 TW0401* GUVD04      -       177.853  (meters)     583.51   (feet)  ADJUSTED  
 TW0401  ___________________________________________________________________
 TW0401  EPOCH DATE  -        1993.62
 TW0401  GEOID HEIGHT-          54.60  (meters)                     EGM96
 TW0401
 TW0401  HORZ ORDER  -  SECOND
 TW0401  VERT ORDER  -  FIRST     CLASS II
 TW0401
 TW0401.The horizontal coordinates were established by classical geodetic methods
 TW0401.and adjusted by the National Geodetic Survey in September 1999..
 TW0401.The horizontal coordinates are valid at the epoch date displayed above.
 TW0401.The epoch date for horizontal control is a decimal equivalence
 TW0401.of Year/Month/Day.
 TW0401
 TW0401.The orthometric height was determined by differential leveling
 TW0401.and adjusted by the National Geodetic Survey in May 2005..
 TW0401.No vertical observational check was made to the station.
 TW0401
 TW0401.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0401.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0401
 TW0401;                    North         East     Units Scale Factor Converg.
 TW0401;UTM  55      - 1,500,918.312   273,397.469   MT  1.00023523   -0 29 29.3
 TW0401
 TW0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0401!UTM  55      -   0.99996345  x   1.00023523  =   1.00019867
 TW0401
 TW0401                          SUPERSEDED SURVEY CONTROL
 TW0401
 TW0401  GU 63       -  13 33 59.55763(N)    215 05 47.40773(W) AD(       ) 2
 TW0401
 TW0401.Superseded values are not recommended for survey control.
 TW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0401.See file dsdata.txt to determine how the superseded data were derived.
 TW0401
 TW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7339700918(NAD 83)
 TW0401_MARKER: DD = SURVEY DISK
 TW0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0401_SP_SET: 6 INCH BY 8 INCH CONCRETE POST
 TW0401_STAMPING: SYLAR 1963
 TW0401_MARK LOGO: USN   
 TW0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0401+STABILITY: SURFACE MOTION
 TW0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0401+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0401
 TW0401  HISTORY     - Date     Condition        Report By
 TW0401  HISTORY     - 1963     MONUMENTED       USN
 TW0401  HISTORY     - 20040511 GOOD             GUAMLM
 TW0401
 TW0401                          STATION DESCRIPTION
 TW0401
 TW0401'DESCRIBED BY US NAVY 1963 (NES)
 TW0401'THE STATION IS LOCATED ON ANDERSEN AIR FORCE BASE, ABOUT 6-1/4 MILES
 TW0401'NORTHEAST OF WETTENGEL JUNCTION, 3 MILES SOUTHEAST OF POTTS JUNCTION,
 TW0401'AND 0.4 MILE EAST NORTHEAST OF THE ENTRANCE TO ANDERSON AIR FORCE
 TW0401'BASE.
 TW0401'
 TW0401'TO REACH THE STATION FROM THE ENTRANCE TO ANDERSEN AIR FORCE BASE,
 TW0401'PASS THROUGH THE GUARD GATE AND FOLLOW THE ROAD EAST NORTHEAST FOR
 TW0401'0.4 MILE TO A T ROAD TO THE RIGHT AND THE STATION ON THE LEFT, NORTH,
 TW0401'SIDE OF THE ROAD.
 TW0401'
 TW0401'THE STATION MARK, STAMPED---SYLAR---, IS A U.S. NAVY DISK SET IN
 TW0401'THE TOP OF A 6 INCH BY 8 INCH CONCRETE POST THAT IS FLUSH WITH THE
 TW0401'GROUND.  IT IS 34 FEET NORTH OF THE CENTER OF THE ROAD AND 3 FEET
 TW0401'NORTH OF A STEEL POST PAINTED ALTERNATELY RED AND WHITE.
 TW0401'
 TW0401'TRIANGULATION STATION SANTA ROSA MAY BE USED AS AN AZIMUTH MARK.
 TW0401'-SEE DESCRIPTION THEREOF.-
 TW0401
 TW0401                          STATION RECOVERY (2004)
 TW0401
 TW0401'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0401'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0401'OF YIGO.
 TW0401' 
 TW0401'OWNERSHIP- ANDERSEN AIR FORCE BASE.
 TW0401' 
 TW0401'TO REACH NARRATIVE- TO REACH THE STATION FROM THE MAIN GATE OF AAFB,
 TW0401'GO NORTHEAST ON ARC LIGHT BLVD FOR 0.4 MILES, THE STATION IS ON THE
 TW0401'LEFT SIDE OF ARC LIGHT BLVD.  THE STATION IS A 155MM SHELL ENCASED IN
 TW0401'CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 TW0401' 
 TW0401'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.20M NORTHEAST
 TW0401'OF CENTERLINE OF ARC LIGHT BLVD AND 5.0M NORTHEAST OF EDGE OF PAVEMENT
 TW0401'OF ARC LIGHT BLVD.
 TW0401' 
 TW0401'THE MARK IS A 155MM SHELL CASING STAMPED--SYLAR--, SET IN A CONCRETE
 TW0401'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0120 ***********************************************************************
 TW0120  DESIGNATION -  T 1
 TW0120  PID         -  TW0120
 TW0120  STATE/COUNTY-  GU/GUAM
 TW0120  USGS QUAD   -  INARAJAN (1968)
 TW0120
 TW0120                         *CURRENT SURVEY CONTROL
 TW0120  ___________________________________________________________________
 TW0120* NAD 83(1986)-  13 15 01.     (N)    215 16 59.     (W)     SCALED    
 TW0120* GUVD63      -         1.860  (meters)       6.10   (feet)  ADJ UNCH  
 TW0120  ___________________________________________________________________
 TW0120  GEOID HEIGHT-          53.02  (meters)                     EGM96
 TW0120
 TW0120  VERT ORDER  -  FIRST     CLASS II
 TW0120
 TW0120.The horizontal coordinates were scaled from a topographic map and have
 TW0120.an estimated accuracy of +/- 6 seconds.
 TW0120
 TW0120.The orthometric height was key entered from printed documents
 TW0120.and not key verified.
 TW0120
 TW0120.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0120.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0120
 TW0120                          SUPERSEDED SURVEY CONTROL
 TW0120
 TW0120.No superseded survey control is available for this station.
 TW0120
 TW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ526659(NAD 83)
 TW0120_MARKER: DD = SURVEY DISK
 TW0120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0120_SP_SET: CULVERT HEADWALL
 TW0120_STAMPING: T 1
 TW0120_MARK LOGO: GUGS  
 TW0120_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0120+STABILITY: SURFACE MOTION
 TW0120
 TW0120  HISTORY     - Date     Condition        Report By
 TW0120  HISTORY     - 1963     MONUMENTED       GUGS
 TW0120  HISTORY     - 1963     GOOD             GUGS
 TW0120
 TW0120                          STATION DESCRIPTION
 TW0120
 TW0120'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0120'NO DESCRIPTION SUMBMITTED.
 TW0120
 TW0120                          STATION RECOVERY (1963)
 TW0120
 TW0120'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0120'3.2 MILES SOUTHWEST ALONG HIGHWAY 4 FROM THE ST JOSEPHS CHURCH IN
 TW0120'INARAJAN, 73 FEET SOUTHEAST OF A POWER POLE, 9.4 FEET SOUTHWEST OF THE
 TW0120'NORTHEAST END OF THE HEADWALL OF A CULVERT AND 2.4 FEET NORTHEAST OF
 TW0120'THE SOUTHWEST END OF THE HEADWALL.
 TW0120' 
 TW0120'THE MARK JIS A GUAM GEODETIC NET DISK STAMPED T 1 1963, CEMENTED IN A
 TW0120'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ALONG THE SOUTHEAST
 TW0120'SIDE OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0445 ***********************************************************************
 TW0445  DESIGNATION -  TALOFOFO 2
 TW0445  PID         -  TW0445
 TW0445  STATE/COUNTY-  GU/
 TW0445  USGS QUAD   -  TALOFOFO (1975)
 TW0445
 TW0445                         *CURRENT SURVEY CONTROL
 TW0445  ___________________________________________________________________
 TW0445* NAD 83(1993)-  13 20 29.82935(N)    215 13 57.23995(W)     ADJUSTED  
 TW0445* GUVD63      -       126.4    (meters)     415.     (feet)  VERT ANG  
 TW0445  ___________________________________________________________________
 TW0445  EPOCH DATE  -        1993.62
 TW0445  GEOID HEIGHT-          53.72  (meters)                     EGM96
 TW0445
 TW0445  HORZ ORDER  -  FIRST
 TW0445
 TW0445.The horizontal coordinates were established by classical geodetic methods
 TW0445.and adjusted by the National Geodetic Survey in September 1999..
 TW0445.The horizontal coordinates are valid at the epoch date displayed above.
 TW0445.The epoch date for horizontal control is a decimal equivalence
 TW0445.of Year/Month/Day.
 TW0445
 TW0445.The orthometric height was determined by vertical angle observations.
 TW0445
 TW0445.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0445.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0445
 TW0445;                    North         East     Units Scale Factor Converg.
 TW0445;UTM  55      - 1,476,002.196   258,177.800   MT  1.00032345   -0 30 55.6
 TW0445
 TW0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0445!UTM  55      -   0.99997168  x   1.00032345  =   1.00029512
 TW0445
 TW0445|---------------------------------------------------------------------|
 TW0445| PID    Reference Object                     Distance      Geod. Az  |
 TW0445|                                                           dddmmss.s |
 TW0445| AJ4700 TALOFOFO 2 RM 3                       2.945 METERS 00524     |
 TW0445| TW0444 YPAN                                  0.457 METERS 09053     |
 TW0445| AJ4699 TALOFOFO 2 RM 1                       2.461 METERS 35432     |
 TW0445| AJ4698 TALOFOFO 2 RM 2                       4.396 METERS 35432     |
 TW0445|---------------------------------------------------------------------|
 TW0445
 TW0445                          SUPERSEDED SURVEY CONTROL
 TW0445
 TW0445  GU 63       -  13 20 24.65057(N)    215 14 05.95632(W) AD(       ) 1
 TW0445
 TW0445.Superseded values are not recommended for survey control.
 TW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0445.See file dsdata.txt to determine how the superseded data were derived.
 TW0445
 TW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5817876002(NAD 83)
 TW0445_MARKER: DD = SURVEY DISK
 TW0445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0445_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0445
 TW0445  HISTORY     - Date     Condition        Report By
 TW0445  HISTORY     - 1963     MONUMENTED       USE
 TW0445
 TW0445                          STATION DESCRIPTION
 TW0445
 TW0445'DESCRIBED BY US ENGINEERS 1963 (NES)
 TW0445'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF YONA, 1 MILE
 TW0445'SOUTHEAST OF TALOFOFO, AND ON THE HIGHEST POINT OF A CLIFF EDGE
 TW0445'OVERLOOKING TALOFOFO BAY.
 TW0445'
 TW0445'TO REACH THE STATION FROM THE ST. FRANCIS CATHOLIC CHURCH IN
 TW0445'YONA, FOLLOW HIGHWAY 4 SOUTH FOR 2.6 MILES TO THE JUNCTION OF
 TW0445'HIGHWAY 4 AND HIGHWAY 17.  CONTINUE AHEAD, SOUTH AND SOUTHWEST
 TW0445'ON HIGHWAY 4 FOR 3.8 MILES TO THE TOP OF A STEEP GRADE AND A
 TW0445'Y FORK.  TAKE THE RIGHT FORK, WEST, FOR 0.2 MILE TO THE END OF
 TW0445'TRUCK TRAVEL.  PACK NORTHWEST ALONG A TRAIL, PAST A SMALL
 TW0445'FARMHOUSE, TO A FLAT, CLEAR AREA.  CONTINUE AHEAD, NORTH, ALONG
 TW0445'THE TRAIL, TO THE HIGHEST POINT IN THE GENERAL VICINITY AND THE
 TW0445'STATION.
 TW0445'
 TW0445'THE STATION MARK IS A BRASS DISK SET IN A 4 INCH PIPE.  THE PIECE
 TW0445'OF PIPE IS SET IN A 6 INCH SQUARE CONCRETE MONUMENT, IS CAPPED
 TW0445'WITH A 4 INCH TO 2 INCH PIPE COUPLING, AND PROJECTS 4 INCHES.
 TW0445'
 TW0445'REFERENCE MARK NO. 1 IS A SPIKE SET IN CONCRETE.  -RM 1- IS
 TW0445'INSCRIBED IN THE CONCRETE AROUND THE SPIKE.
 TW0445'
 TW0445'REFERENCE MARK NO. 2 IS A SPIKE SET IN CONCRETE.  -RM 2- IS INSCRIBED
 TW0445'IN THE CONCRETE AROUND THE SPIKE.
 TW0445'
 TW0445'REFERENCE MARK NO. 3 IS THE CENTER OF A SMALL TRIANGLE INSCRIBED IN
 TW0445'AN IRREGULAR MASS OF CONCRETE.  -USED 1913- IS ALSO INSCRIBED IN THE
 TW0445'CONCRETE.
 TW0445'
 TW0445'REFERENCE MARK NO. 4, STAMPED---YPAN 1963---, IS A STANDARD GOVERNMENT
 TW0445'OF GUAM TRIANGULATION NET DISK CEMENTED IN A DRILL HOLE IN THE CORAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0402 ***********************************************************************
 TW0402  DESIGNATION -  TAMUNING
 TW0402  PID         -  TW0402
 TW0402  STATE/COUNTY-  GU/GUAM
 TW0402  USGS QUAD   -  AGANA (1968)
 TW0402
 TW0402                         *CURRENT SURVEY CONTROL
 TW0402  ___________________________________________________________________
 TW0402* NAD 83(1993)-  13 29 32.89528(N)    215 12 34.51027(W)     ADJUSTED  
 TW0402* GUVD04      -        33.812  (meters)     110.93   (feet)  ADJUSTED  
 TW0402  ___________________________________________________________________
 TW0402  EPOCH DATE  -        2004.00
 TW0402  X           -  -5,068,413.206 (meters)                     COMP
 TW0402  Y           -   3,576,642.344 (meters)                     COMP
 TW0402  Z           -   1,478,459.390 (meters)                     COMP
 TW0402  ELLIP HEIGHT-          88.17  (meters)          (06/10/05) GPS OBS
 TW0402  GEOID HEIGHT-          54.66  (meters)                     EGM96
 TW0402
 TW0402  HORZ ORDER  -  B
 TW0402  VERT ORDER  -  FIRST     CLASS II
 TW0402  ELLP ORDER  -  THIRD     CLASS II
 TW0402
 TW0402.The horizontal coordinates were established by GPS observations
 TW0402.and adjusted by the National Geodetic Survey in June 2005..
 TW0402.The horizontal coordinates are valid at the epoch date displayed above.
 TW0402.The epoch date for horizontal control is a decimal equivalence
 TW0402.of Year/Month/Day.
 TW0402
 TW0402.The orthometric height was determined by differential leveling
 TW0402.and adjusted by the National Geodetic Survey in May 2005..
 TW0402.No vertical observational check was made to the station.
 TW0402
 TW0402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0402
 TW0402.The ellipsoidal height was determined by GPS observations
 TW0402.and is referenced to NAD 83.
 TW0402
 TW0402.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0402.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0402
 TW0402;                    North         East     Units Scale Factor Converg.
 TW0402;UTM  55      - 1,492,673.716   260,817.522   MT  1.00030773   -0 30 56.8
 TW0402
 TW0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0402!UTM  55      -   0.99998613  x   1.00030773  =   1.00029386
 TW0402
 TW0402                          SUPERSEDED SURVEY CONTROL
 TW0402
 TW0402  NAD 83(1993)-  13 29 32.90410(N)    215 12 34.49388(W) AD(1993.62) 2
 TW0402  GU 63       -  13 29 27.75912(N)    215 12 43.21213(W) AD(       ) 2
 TW0402
 TW0402.Superseded values are not recommended for survey control.
 TW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0402.See file dsdata.txt to determine how the superseded data were derived.
 TW0402
 TW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6081892674(NAD 83)
 TW0402_MARKER: DS = TRIANGULATION STATION DISK
 TW0402_SETTING: 0 = UNSPECIFIED SETTING
 TW0402_SP_SET: CAST IRON HOUSING
 TW0402_STAMPING: TAMUNING
 TW0402_MARK LOGO: GU    
 TW0402_MAGNETIC: I = MARKER IS A STEEL ROD
 TW0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0402+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 TW0402
 TW0402  HISTORY     - Date     Condition        Report By
 TW0402  HISTORY     - 1963     MONUMENTED       CGS
 TW0402  HISTORY     - 20040514 GOOD             GUAMLM
 TW0402
 TW0402                          STATION DESCRIPTION
 TW0402
 TW0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0402'THE STATION IS LOCATED AT THE EAST EDGE OF TAMNING, ON THE EAST
 TW0402'RIGHT OF WAY OF YPAO ROAD, AND 0.1 MILE NORTH OF THE JUNCTION OF
 TW0402'HIGHWAY 1 AND YPAO ROAD.
 TW0402'
 TW0402'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0402'ASPINALL AVENUE FOR 0.2 MILE TO HIGHWAY 1.  TURN RIGHT AND FOLLOW
 TW0402'HIGHWAY 1 EAST FOR 2.5 MILES TO THE TRAFFIC LIGHT IN TAMUNING.
 TW0402'CONTINUE AHEAD, EAST, ON HIGHWAY 1 FOR 0.5 MILE TO A T ROAD TO THE
 TW0402'LEFT.  TURN LEFT AND FOLLOW YPAO ROAD NORTH FOR 0.1 MILE TO THE
 TW0402'STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.
 TW0402'
 TW0402'THE STATION MARK, STAMPED---TAMUNING 1963---, IS A STANDARD GOVERNMENT
 TW0402'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0402'AND IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST IRON
 TW0402'CASING HAS THE WORD -SURVEY- INSCRIBED ON THE LID.  IT IS 17 FEET EAST
 TW0402'OF THE CENTER OF YPAO ROAD AND 10 FEET WEST OF A FENCE.
 TW0402
 TW0402                          STATION RECOVERY (2004)
 TW0402
 TW0402'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0402'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0402'OF TAMUNING.
 TW0402' 
 TW0402'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 TW0402'CORP DRIVE (ROUTE 1) AND ROUTE 10A, GO SOUTH ON ROUTE 1 FOR 0.3 MILE,
 TW0402'TURN RIGHT AT THE JUNCTION OF ROUTE 1 AND ROUTE 14B, GO NORTH FOR 0.1
 TW0402'MILE ON ROUTE 14B, THE STATION IS ON THE RIGHT SIDE OF ROUTE 14B.
 TW0402' 
 TW0402'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.60M EAST FROM
 TW0402'CENTERLINE OF ROUTE 14B, 17.94 SOUTH FROM A CONCRETE POWER POLE AND
 TW0402'4.60M SOUTH FROM A TELEPHONE BOX (7A 8-1).
 TW0402' 
 TW0402'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0402'STAMPED--TAMUNING--, SET IN CONCRETE IN AN IRON CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0403 ***********************************************************************
 TW0403  DESIGNATION -  TART
 TW0403  PID         -  TW0403
 TW0403  STATE/COUNTY-  GU/GUAM
 TW0403  USGS QUAD   -  TALOFOFO (1975)
 TW0403
 TW0403                         *CURRENT SURVEY CONTROL
 TW0403  ___________________________________________________________________
 TW0403* NAD 83(1993)-  13 21 40.50256(N)    215 13 45.72685(W)     ADJUSTED  
 TW0403* GUVD04      -         7.993  (meters)      26.22   (feet)  ADJUSTED  
 TW0403  ___________________________________________________________________
 TW0403  EPOCH DATE  -        1993.62
 TW0403  GEOID HEIGHT-          53.88  (meters)                     EGM96
 TW0403
 TW0403  HORZ ORDER  -  SECOND
 TW0403  VERT ORDER  -  FIRST     CLASS II
 TW0403
 TW0403.The horizontal coordinates were established by classical geodetic methods
 TW0403.and adjusted by the National Geodetic Survey in September 1999..
 TW0403.The horizontal coordinates are valid at the epoch date displayed above.
 TW0403.The epoch date for horizontal control is a decimal equivalence
 TW0403.of Year/Month/Day.
 TW0403
 TW0403.The orthometric height was determined by differential leveling
 TW0403.and adjusted by the National Geodetic Survey in May 2005..
 TW0403
 TW0403.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0403.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0403
 TW0403;                    North         East     Units Scale Factor Converg.
 TW0403;UTM  55      - 1,478,171.586   258,543.891   MT  1.00032126   -0 30 55.6
 TW0403
 TW0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0403!UTM  55      -   0.99999027  x   1.00032126  =   1.00031153
 TW0403
 TW0403                          SUPERSEDED SURVEY CONTROL
 TW0403
 TW0403  GU 63       -  13 21 35.32881(N)    215 13 54.44320(W) AD(       ) 2
 TW0403
 TW0403.Superseded values are not recommended for survey control.
 TW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0403.See file dsdata.txt to determine how the superseded data were derived.
 TW0403
 TW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5854478172(NAD 83)
 TW0403_MARKER: DS = TRIANGULATION STATION DISK
 TW0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0403_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0403_STAMPING: TART 1963
 TW0403_MARK LOGO: GU    
 TW0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0403+STABILITY: SURFACE MOTION
 TW0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0403+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 TW0403
 TW0403  HISTORY     - Date     Condition        Report By
 TW0403  HISTORY     - 1963     MONUMENTED       CGS
 TW0403  HISTORY     - 20040504 GOOD             GUAMLM
 TW0403
 TW0403                          STATION DESCRIPTION
 TW0403
 TW0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0403'STATION IS 3-1/2 MILES SOUTH OF YONA, 1 MILE EAST NORTHEAST OF
 TW0403'TALOFOFO, 1.9 MILES SOUTH OF THE JUNCTION OF HIGHWAYS 4 AND 17
 TW0403'AND ON THE CENTERLINE OF HIGHWAY 4.
 TW0403'
 TW0403'TO REACH THE STATION FROM THE LARGE GREEN CHURCH IN YONA, GO
 TW0403'SOUTH ON HIGHWAY 4 FOR 2.6 MILES TO THE JUNCTION OF HIGHWAY 17
 TW0403'ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 4 FOR 1.7 MILES TO THE
 TW0403'PIRATES COVE INN ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 4 FOR
 TW0403'0.2 MI TO THE STATION.
 TW0403'
 TW0403'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0403'STAMPED---TART 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0403'THE SURFACE OF THE HIGHWAY.
 TW0403'
 TW0403'NOTE--STATION WAS OCCUPIED FOR TELLUROMETER TRAVERSE ONLY.
 TW0403
 TW0403                          STATION RECOVERY (2004)
 TW0403
 TW0403'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0403'GENERAL STATION LOCATION- THE STATION IS LOCATED IN SUBURBAN OF IPAN,
 TW0403'THE MUNICIPALITY OF TALOFOFO.
 TW0403' 
 TW0403'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION OF ROUTE 4 AND
 TW0403'ROUTE 17, GO SOUTH ON ROUTE 4 FOR 1.8 MILES, IN THE CENTERLINE OF
 TW0403'ROUTE 4.  THE STATION IS A 1963 GUAM GEODETIC TRIANGULATION NET DISK,
 TW0403'WHICH IS 4 INCHES BELOW SURFACE ENCASED IN WITH A CAST IRON.  THE MARK
 TW0403'NORTHWEST OF IPAN PUBLIC BEACH PARK.
 TW0403' 
 TW0403'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 31.00M SOUTHWEST
 TW0403'OF A CONCRETE POWER POLE, 12.10M NORTHWEST OF A CONCRETE POWER POLE
 TW0403'AND 3.80M WEST OF EDGE OF PAVEMENT ON THE EAST SIDE OF ROUTE 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0507 ***********************************************************************
 TW0507  DESIGNATION -  TENJO PIE
 TW0507  PID         -  TW0507
 TW0507  STATE/COUNTY-  GU/GUAM
 TW0507  USGS QUAD   -  APRA HARBOR (1975)
 TW0507
 TW0507                         *CURRENT SURVEY CONTROL
 TW0507  ___________________________________________________________________
 TW0507* NAD 83(1993)-  13 25 15.14798(N)    215 18 02.08850(W)     ADJUSTED  
 TW0507* GUVD63      -        94.1    (meters)     309.     (feet)  VERT ANG  
 TW0507  ___________________________________________________________________
 TW0507  EPOCH DATE  -        1993.62
 TW0507  GEOID HEIGHT-          54.50  (meters)                     EGM96
 TW0507
 TW0507  HORZ ORDER  -  FIRST
 TW0507
 TW0507.The horizontal coordinates were established by classical geodetic methods
 TW0507.and adjusted by the National Geodetic Survey in September 1999..
 TW0507.The horizontal coordinates are valid at the epoch date displayed above.
 TW0507.The epoch date for horizontal control is a decimal equivalence
 TW0507.of Year/Month/Day.
 TW0507
 TW0507.The orthometric height was determined by vertical angle observations.
 TW0507
 TW0507.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0507.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0507
 TW0507;                    North         East     Units Scale Factor Converg.
 TW0507;UTM  55      - 1,484,840.659   250,888.907   MT  1.00036772   -0 32 03.3
 TW0507
 TW0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0507!UTM  55      -   0.99997663  x   1.00036772  =   1.00034434
 TW0507
 TW0507                          SUPERSEDED SURVEY CONTROL
 TW0507
 TW0507  GU 63       -  13 25 09.98750(N)    215 18 10.80089(W) AD(       ) 1
 TW0507
 TW0507.Superseded values are not recommended for survey control.
 TW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0507.See file dsdata.txt to determine how the superseded data were derived.
 TW0507
 TW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5088984841(NAD 83)
 TW0507_MARKER: M = AMMO SHELL CASING
 TW0507_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0507_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0507_MARK LOGO: NONE  
 TW0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0507
 TW0507  HISTORY     - Date     Condition        Report By
 TW0507  HISTORY     - 1963     MONUMENTED       CGS
 TW0507  HISTORY     - 1967     GOOD             CGS
 TW0507
 TW0507                          STATION DESCRIPTION
 TW0507
 TW0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0507'THE STATION IS 5-1/2 MILES SOUTHWEST OF AGANA, 1-1/2 MILES NORTHEAST
 TW0507'OF APRA HEIGHTS, ON THE SUMMIT OF A BARE, SHARP TOPPED HILL LOCALLY
 TW0507'KNOWN AS TENJO.
 TW0507'
 TW0507'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 6, AT ADELUP
 TW0507'SCHOOL, GO SOUTH AND SOUTHWEST ON HIGHWAY 6 FOR 3.2 MILES TO A SIDE
 TW0507'ROAD LEFT.  TURN LEFT, UPGRADE FOR 0.1 MILE TO A T ROAD.  TURN RIGHT
 TW0507'ON TURNER ROAD FOR 0.35 MI TO A SIDE ROAD LEFT AT A PIPELINE CROSSING.
 TW0507'CONTINUE STRAIGHT AHEAD, PASSING A ROW OF HOUSE ON THE RIGHT, AND GO
 TW0507'SOUTHWEST ON A PARTIALLY PAVED, NARROW AND WINDING ROAD FOR 1.25 MILES
 TW0507'TO A SHARP LEFT CURVE AND A TRACK ROAD STRAIGHT AHEAD.  CONTINUE
 TW0507'STRAIGHT AHEAD -FOUR WHEEL DRIVE VEHICLE REQUIRED- ON THE TRACK ROAD
 TW0507'AND GO SOUTHWEST FOR 1.5 MILES TO A TURN AROUND AREA ON THE NORTHEAST
 TW0507'SIDE OF THE STATION HILL.  FROM HERE PACK SOUTHWEST UP STEEP SLOPE,
 TW0507'ABOUT 200 FEET TO THE STATION ON THE HIGHEST POINT.
 TW0507'
 TW0507'STATION MARK IS A 37 MILLIMETER BRASS SHELL CASING -NO STAMPING-,
 TW0507'SET IN CEMENT IN A 4 INCH IRON PIPE WHICH IS FLUSH WITH THE SURFACE.
 TW0507
 TW0507                          STATION RECOVERY (1967)
 TW0507
 TW0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0507'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TW0507'ORIGINAL DESCRIPTION
 TW0507'IS ADEQUATE.
 TW0507' 
 TW0507'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0435 ***********************************************************************
 TW0435  DESIGNATION -  TERLAJE GG
 TW0435  PID         -  TW0435
 TW0435  STATE/COUNTY-  GU/
 TW0435  USGS QUAD   -  DEDEDO (1975)
 TW0435
 TW0435                         *CURRENT SURVEY CONTROL
 TW0435  ___________________________________________________________________
 TW0435* NAD 83(1993)-  13 32 29.57532(N)    215 09 29.84512(W)     ADJUSTED  
 TW0435* GUVD63      -       115.     (meters)     377.     (feet)  SCALED    
 TW0435  ___________________________________________________________________
 TW0435  EPOCH DATE  -        1993.62
 TW0435  GEOID HEIGHT-          54.75  (meters)                     EGM96
 TW0435
 TW0435  HORZ ORDER  -  SECOND
 TW0435
 TW0435.The horizontal coordinates were established by classical geodetic methods
 TW0435.and adjusted by the National Geodetic Survey in September 1999..
 TW0435.The horizontal coordinates are valid at the epoch date displayed above.
 TW0435.The epoch date for horizontal control is a decimal equivalence
 TW0435.of Year/Month/Day.
 TW0435
 TW0435.The orthometric height was scaled from a topographic map.
 TW0435
 TW0435.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0435.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0435
 TW0435;                    North         East     Units Scale Factor Converg.
 TW0435;UTM  55      - 1,498,055.291   266,420.405   MT  1.00027495   -0 30 20.1
 TW0435
 TW0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0435!UTM  55      -   0.99997331  x   1.00027495  =   1.00024825
 TW0435
 TW0435                          SUPERSEDED SURVEY CONTROL
 TW0435
 TW0435  GU 63       -  13 32 24.44311(N)    215 09 38.56521(W) AD(       ) 2
 TW0435
 TW0435.Superseded values are not recommended for survey control.
 TW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0435.See file dsdata.txt to determine how the superseded data were derived.
 TW0435
 TW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6642098055(NAD 83)
 TW0435_MARKER: DD = SURVEY DISK
 TW0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0435_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0435
 TW0435  HISTORY     - Date     Condition        Report By
 TW0435  HISTORY     - 1963     MONUMENTED       CGS
 TW0435
 TW0435                          STATION DESCRIPTION
 TW0435
 TW0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0435'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF DEDEDO, 1-3/4 MILES
 TW0435'NORTHEAST OF WETTENGEL SCHOOL AND WETTENGEL JUNCTION -HIGHWAY 1 AND
 TW0435'HIGHWAY 3-, AND IN THE SOUTHWEST PART OF THE PROPOSED GOVERNMENT OF
 TW0435'GUAM HOMESTEAD SITE.
 TW0435'
 TW0435'TO REACH THE STATION FROM WETTENGEL JUNCTION, GO EASTERLY ON HIGHWAY 1
 TW0435'FOR 1.3 MILES TO A T ROAD TO THE LEFT AND A SIGN -DEDEDO VILLAGE POP
 TW0435'2700-.  TURN LEFT, AND FOLLOW THE ROAD NORTH AND NORTHEAST FOR 0.5
 TW0435'MILE TO A Y FORK.  TAKE THE LEFT FORK, NORTH, FOR 1.4 MILES TO A
 TW0435'CROSSROAD.  TURN LEFT, WEST, FOR 0.3 MILE TO THE STATION ON THE LEFT,
 TW0435'SOUTH, SIDE OF THE ROAD.
 TW0435'
 TW0435'THE STATION MARK, STAMPED---TERLAJE 1963---, IS A STANDARD GOVERNMENT
 TW0435'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0435'AND IS 1 INCH BELOW THE SURFACE OF THE GROUND.  THE CAST IRON CASING
 TW0435'IS FLUSH WITH THE GROUND AND HAS THE WORD -SURVEY- INSCRIBED ON THE
 TW0435'LID.  IT IS 40 FEET SOUTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3062 ***********************************************************************
 DH3062  DESIGNATION -  TJT2
 DH3062  PID         -  DH3062
 DH3062  STATE/COUNTY-  GU/GUAM
 DH3062  USGS QUAD   -  AGANA (1968)
 DH3062
 DH3062                         *CURRENT SURVEY CONTROL
 DH3062  ___________________________________________________________________
 DH3062* NAD 83(1986)-  13 29 06.     (N)    215 13 23.     (W)     SCALED    
 DH3062* GUVD04      -         3.836  (meters)      12.59   (feet)  ADJUSTED  
 DH3062  ___________________________________________________________________
 DH3062  GEOID HEIGHT-          54.66  (meters)                     EGM96
 DH3062
 DH3062  VERT ORDER  -  FIRST     CLASS II
 DH3062
 DH3062.The horizontal coordinates were scaled from a topographic map and have
 DH3062.an estimated accuracy of +/- 6 seconds.
 DH3062
 DH3062.The orthometric height was determined by differential leveling
 DH3062.and adjusted by the National Geodetic Survey in May 2005..
 DH3062.No vertical observational check was made to the station.
 DH3062
 DH3062.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3062.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3062
 DH3062                          SUPERSEDED SURVEY CONTROL
 DH3062
 DH3062.No superseded survey control is available for this station.
 DH3062
 DH3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ593918(NAD 83)
 DH3062_MARKER: DD = SURVEY DISK
 DH3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3062_STAMPING: TJT2
 DH3062_MARK LOGO: GUAMLM
 DH3062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3062+STABILITY: SURFACE MOTION
 DH3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3062+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 DH3062
 DH3062  HISTORY     - Date     Condition        Report By
 DH3062  HISTORY     - 20040514 MONUMENTED       GUAMLM
 DH3062
 DH3062                          STATION DESCRIPTION
 DH3062
 DH3062'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3062'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3062'OF TAMUNING.
 DH3062' 
 DH3062'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 DH3062'CORP DRIVE (ROUTE 1) AND ROUTE 14, GO SOUTH ON ROUTE 1 FOR 0.5 MILE,
 DH3062'THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.  STATION IS ON THE
 DH3062'NORTHEAST CORNER OF ROUTE 1 AND ROUTE 30.
 DH3062' 
 DH3062'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 2.60M SOUTHEAST
 DH3062'FROM A CONCRETE POWER POLE (PX-20), 4.90M EAST FROM THE SOUTHWEST
 DH3062'CORNER OF A CONCRETE WALL AND 4.80M NORTHEAST FROM THE NORTHEAST
 DH3062'CORNER OF A STEEL DRAINAGE COVER (.61 X 1.05).
 DH3062' 
 DH3062'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT DISK
 DH3062'STAMPED--TJT2--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3063 ***********************************************************************
 DH3063  DESIGNATION -  TMQT
 DH3063  PID         -  DH3063
 DH3063  STATE/COUNTY-  GU/GUAM
 DH3063  USGS QUAD   -  AGAT (1975)
 DH3063
 DH3063                         *CURRENT SURVEY CONTROL
 DH3063  ___________________________________________________________________
 DH3063* NAD 83(1986)-  13 22 29.     (N)    215 20 51.     (W)     SCALED    
 DH3063* GUVD04      -         2.368  (meters)       7.77   (feet)  ADJUSTED  
 DH3063  ___________________________________________________________________
 DH3063  GEOID HEIGHT-          54.31  (meters)                     EGM96
 DH3063
 DH3063  VERT ORDER  -  FIRST     CLASS II
 DH3063
 DH3063.The horizontal coordinates were scaled from a topographic map and have
 DH3063.an estimated accuracy of +/- 6 seconds.
 DH3063
 DH3063.The orthometric height was determined by differential leveling
 DH3063.and adjusted by the National Geodetic Survey in May 2005..
 DH3063
 DH3063.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3063.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3063
 DH3063                          SUPERSEDED SURVEY CONTROL
 DH3063
 DH3063.No superseded survey control is available for this station.
 DH3063
 DH3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ457797(NAD 83)
 DH3063_MARKER: DD = SURVEY DISK
 DH3063_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH3063_SP_SET: WATER BOX
 DH3063_STAMPING: TMQT 2004
 DH3063_MARK LOGO: GUAMLM
 DH3063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3063+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3063
 DH3063  HISTORY     - Date     Condition        Report By
 DH3063  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3063
 DH3063                          STATION DESCRIPTION
 DH3063
 DH3063'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3063'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3063'OF AGAT.
 DH3063' 
 DH3063'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 DH3063'ROUTE 2 AND ROUTE 5, GO SOUTH ON ROUTE 2 FOR 1.5 MILES.  THE STATION
 DH3063'ON THE RIGHT SIDE OF ROUTE 2.  THE STATION IS LOCATED ON THE NORTHEAST
 DH3063'CORNER OF A 6X6 CONCRETE WATER BOX FLUSHED.
 DH3063' 
 DH3063'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 6.90M WEST OF
 DH3063'CENTERLINE OF ROUTE 2, 15M SOUTHEAST OF A CONCRETE POWER POLE AND 19M
 DH3063'NORTHWEST OF A CONCRETE BUS SHELTER (STA A-35).
 DH3063' 
 DH3063'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT SURVEY DIVISION
 DH3063'DISK STAMPED--TMQT 2004--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0404 ***********************************************************************
 TW0404  DESIGNATION -  TOGCHA
 TW0404  PID         -  TW0404
 TW0404  STATE/COUNTY-  GU/
 TW0404  USGS QUAD   -  TALOFOFO (1975)
 TW0404
 TW0404                         *CURRENT SURVEY CONTROL
 TW0404  ___________________________________________________________________
 TW0404* NAD 83(1993)-  13 22 43.65960(N)    215 13 59.72358(W)     ADJUSTED  
 TW0404* GUVD63      -        11.51   (meters)      37.8    (feet)  LEVELING  
 TW0404  ___________________________________________________________________
 TW0404  EPOCH DATE  -        1993.62
 TW0404  GEOID HEIGHT-          54.03  (meters)                     EGM96
 TW0404
 TW0404  HORZ ORDER  -  FIRST
 TW0404  VERT ORDER  -  THIRD ?
 TW0404
 TW0404.The horizontal coordinates were established by classical geodetic methods
 TW0404.and adjusted by the National Geodetic Survey in September 1999..
 TW0404.The horizontal coordinates are valid at the epoch date displayed above.
 TW0404.The epoch date for horizontal control is a decimal equivalence
 TW0404.of Year/Month/Day.
 TW0404
 TW0404.The orthometric height was determined by differential leveling.
 TW0404.The vertical network tie was performed by a horz. field party for horz.
 TW0404.obs reductions. Reset procedures were used to establish the elevation.
 TW0404
 TW0404.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0404.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0404
 TW0404;                    North         East     Units Scale Factor Converg.
 TW0404;UTM  55      - 1,480,116.844   258,140.112   MT  1.00032367   -0 31 01.2
 TW0404
 TW0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0404!UTM  55      -   0.99998969  x   1.00032367  =   1.00031336
 TW0404
 TW0404|---------------------------------------------------------------------|
 TW0404| PID    Reference Object                     Distance      Geod. Az  |
 TW0404|                                                           dddmmss.s |
 TW0404| AJ4703 TOGCHA RM 1                           2.660 METERS 13741     |
 TW0404| AJ4704 TOGCHA RM 2                           2.638 METERS 14649     |
 TW0404|---------------------------------------------------------------------|
 TW0404
 TW0404                          SUPERSEDED SURVEY CONTROL
 TW0404
 TW0404  GU 63       -  13 22 38.49000(N)    215 14 08.44000(W) AD(       ) 1
 TW0404
 TW0404.Superseded values are not recommended for survey control.
 TW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0404.See file dsdata.txt to determine how the superseded data were derived.
 TW0404
 TW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5814080117(NAD 83)
 TW0404_MARKER: I = METAL ROD
 TW0404_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0404_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0404
 TW0404  HISTORY     - Date     Condition        Report By
 TW0404  HISTORY     - 1963     MONUMENTED       USE
 TW0404
 TW0404                          STATION DESCRIPTION
 TW0404
 TW0404'DESCRIBED BY US ENGINEERS 1963 (NES)
 TW0404'THE STATION IS 2-1/4 MILES SOUTH SOUTHEAST OF YONA, 2 MILES
 TW0404'NORTH NORTHEAST OF TALOFOFO AND-1/2 MILE NORTHWEST OF TOGCHA POINT.
 TW0404'
 TW0404'TO REACH THE STATION FROM THE ST. FRANCIS CHURCH -LARGE GREEN
 TW0404'BUILDING- IN YONA, GO SOUTH ON HIGHWAY 4 FOR 2.4 MILES TO THE
 TW0404'JUNCTION OF HIGHWAY 17.  TURN RIGHT AND GO WEST ON HIGHWAY 17 FOR
 TW0404'0.9 MILE TO A POINT WHERE THE HIGHWAY TURNS SHARP RIGHT.  CONTINUE
 TW0404'STRAIGHT AHEAD ON A TRACK ROAD FOR 0.15 MILE TO A DIM TRACK ROAD
 TW0404'ON THE LEFT.  TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 0.3 MILE
 TW0404'TO THE END OF THE ROAD.  PACK EASTERLY ON A TRAIL FOR 50 YARDS TO
 TW0404'THE STATION.
 TW0404'
 TW0404'STATION MARK IS A 2 INCH BRONZE PIN, SET IN A 4 INCH IRON PIPE
 TW0404'FILLED WITH CONCRETE WHICH PROJECTS 3 INCHES ABOVE THE CORAL
 TW0404'OUTCROP AND IS SURROUNDED BY CONCRETE WHICH HAS THE LETTERS TOGCHA
 TW0404'LEE IMPRINTED.  IT IS 23 FEET NORTH OF A 2 INCH IRON PIPE WHICH
 TW0404'PROJECTS 36 INCHES AND 8 FEET WEST OF THE EDGE OF A BLUFF.
 TW0404'
 TW0404'REFERENCE MARK NO. 1 IS A STANDARD GUAM GEODETIC TRIANGULATION DISK
 TW0404'STAMPED---TOGCHA 1963---, SET IN THE TOP OF AN IRREGULAR MASS OF
 TW0404'CONCRETE WHICH PROJECTS 2 INCHES.  IT IS 19 FEET NORTH OF THE 2 INCH
 TW0404'IRON PIPE AND 8 FEET WEST OF THE BLUFF.
 TW0404'
 TW0404'REFERENCE MARK NO. 2 IS A U.S. ARMY ENGINEERS DISK
 TW0404'STAMPED---TOGCHA PIE 1961 ASTRO ECC ENGR CO.---, SET IN THE TOP OF
 TW0404'AN IRREGULAR MASS OF CONCRETE WHICH PROJECTS 4 INCHES.  IT IS 18 FEET
 TW0404'NORTH OF THE IRON PIPE AND 9 FEET WEST OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0537 ***********************************************************************
 TW0537  DESIGNATION -  TOGUAN
 TW0537  PID         -  TW0537
 TW0537  STATE/COUNTY-  GU/
 TW0537  USGS QUAD   -  MERIZO (1968)
 TW0537
 TW0537                         *CURRENT SURVEY CONTROL
 TW0537  ___________________________________________________________________
 TW0537* NAD 83(1993)-  13 17 22.50473(N)    215 20 23.49590(W)     ADJUSTED  
 TW0537* GUVD63      -        64.     (meters)     210.     (feet)  SCALED    
 TW0537  ___________________________________________________________________
 TW0537  EPOCH DATE  -        1993.62
 TW0537  X           -  -5,064,532.091 (meters)                     COMP
 TW0537  Y           -   3,591,180.860 (meters)                     COMP
 TW0537  Z           -   1,456,630.109 (meters)                     COMP
 TW0537  ELLIP HEIGHT-         117.93  (meters)          (11/30/94) GPS OBS
 TW0537  GEOID HEIGHT-          53.65  (meters)                     EGM96
 TW0537
 TW0537  HORZ ORDER  -  FIRST
 TW0537  ELLP ORDER  -  FIFTH     CLASS I
 TW0537
 TW0537.The horizontal coordinates were established by GPS observations
 TW0537.and adjusted by the National Geodetic Survey in November 1994..
 TW0537.The horizontal coordinates are valid at the epoch date displayed above.
 TW0537.The epoch date for horizontal control is a decimal equivalence
 TW0537.of Year/Month/Day.
 TW0537
 TW0537.The orthometric height was scaled from a topographic map.
 TW0537
 TW0537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0537
 TW0537.The ellipsoidal height was determined by GPS observations
 TW0537.and is referenced to NAD 83.
 TW0537
 TW0537.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0537.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0537
 TW0537;                    North         East     Units Scale Factor Converg.
 TW0537;UTM  55      - 1,470,350.539   246,496.364   MT  1.00039505   -0 32 17.4
 TW0537
 TW0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0537!UTM  55      -   0.99998145  x   1.00039505  =   1.00037650
 TW0537
 TW0537:                Primary Azimuth Mark                     Grid Az
 TW0537:UTM  55      -  SOLEDAD                                  359 15 51.3
 TW0537
 TW0537|---------------------------------------------------------------------|
 TW0537| PID    Reference Object                     Distance      Geod. Az  |
 TW0537|                                                           dddmmss.s |
 TW0537| TW0398 SOLEDAD                             APPROX. 0.6 KM 3584333.9 |
 TW0537|---------------------------------------------------------------------|
 TW0537
 TW0537                          SUPERSEDED SURVEY CONTROL
 TW0537
 TW0537  GU 63       -  13 17 17.31266(N)    215 20 32.20771(W) AD(       ) 1
 TW0537
 TW0537.Superseded values are not recommended for survey control.
 TW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0537.See file dsdata.txt to determine how the superseded data were derived.
 TW0537
 TW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4649670351(NAD 83)
 TW0537_MARKER: DS = TRIANGULATION STATION DISK
 TW0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0537_SP_SET: CONCRETE POST
 TW0537_STAMPING: TOGUAN
 TW0537_MARK LOGO: GUGS  
 TW0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0537+STABILITY: SURFACE MOTION
 TW0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0537+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 TW0537
 TW0537  HISTORY     - Date     Condition        Report By
 TW0537  HISTORY     - 1963     MONUMENTED       GUGS
 TW0537  HISTORY     - 19930804 GOOD             NOS
 TW0537
 TW0537                          STATION DESCRIPTION
 TW0537
 TW0537'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0537'THE STATION IS LOCATED ABOUT 2 MILES NORTH NORTHWEST OF MERIZO,
 TW0537'3/4 MILE SOUTH OF UMATAC, AND ON THE HIGHEST POINT OF A LOW HILL
 TW0537'ON THE WEST SIDE OF HIGHWAY 4.  THIS HILL IS THE HIGHEST POINT
 TW0537'OVER WHICH HIGHWAY 4 PASSES BETWEEN MERIZO AND UMATAC.
 TW0537'
 TW0537'TO REACH THE STATION FROM THE POST OFFICE IN UMATAC, FOLLOW
 TW0537'HIGHWAY 4 SOUTHERLY FOR 1.0 MILE TO THE TOP OF THE GRADE AND THE
 TW0537'END OF TRUCK TRAVEL.  PACK WESTERLY FOR ABOUT 200 YARDS TO THE
 TW0537'HIGHEST POINT OF THE HILL AND THE STATION.
 TW0537'
 TW0537'THE STATION MARK, STAMPED---TOGUAN 1963---, IS A STANDARD GOVERNMENT O
 TW0537'GUAM TRIANGULATION NET DISK SET IN THE TOP OF A CYLINDRICAL
 TW0537'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 TW0537'
 TW0537'TRIANGULATION STATION SOLEDAD MAY BE USED FOR AN AZIMUTH MARK.  -SEE
 TW0537'DESCRIPTION THEREOF.-
 TW0537
 TW0537                          STATION RECOVERY (1993)
 TW0537
 TW0537'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0405 ***********************************************************************
 TW0405  DESIGNATION -  TUMON
 TW0405  PID         -  TW0405
 TW0405  STATE/COUNTY-  GU/GUAM
 TW0405  USGS QUAD   -  AGANA (1968)
 TW0405
 TW0405                         *CURRENT SURVEY CONTROL
 TW0405  ___________________________________________________________________
 TW0405* NAD 83(1993)-  13 30 08.95896(N)    215 11 56.80450(W)     ADJUSTED  
 TW0405* GUVD63      -        41.672  (meters)     136.72   (feet)  ADJ UNCH  
 TW0405  ___________________________________________________________________
 TW0405  EPOCH DATE  -        1993.62
 TW0405  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0405
 TW0405  HORZ ORDER  -  SECOND
 TW0405  VERT ORDER  -  FIRST     CLASS II
 TW0405
 TW0405.The horizontal coordinates were established by classical geodetic methods
 TW0405.and adjusted by the National Geodetic Survey in September 1999..
 TW0405.The horizontal coordinates are valid at the epoch date displayed above.
 TW0405.The epoch date for horizontal control is a decimal equivalence
 TW0405.of Year/Month/Day.
 TW0405
 TW0405.The orthometric height was key entered from printed documents
 TW0405.and not key verified.
 TW0405
 TW0405.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0405.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0405
 TW0405;                    North         East     Units Scale Factor Converg.
 TW0405;UTM  55      - 1,493,772.123   261,961.726   MT  1.00030097   -0 30 49.4
 TW0405
 TW0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0405!UTM  55      -   0.99998485  x   1.00030097  =   1.00028581
 TW0405
 TW0405                          SUPERSEDED SURVEY CONTROL
 TW0405
 TW0405  GU 63       -  13 30 03.81631(N)    215 12 05.52237(W) AD(       ) 2
 TW0405
 TW0405.Superseded values are not recommended for survey control.
 TW0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0405.See file dsdata.txt to determine how the superseded data were derived.
 TW0405
 TW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6196293772(NAD 83)
 TW0405_MARKER: DS = TRIANGULATION STATION DISK
 TW0405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0405_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0405_STAMPING: TUMON 1963
 TW0405_MARK LOGO: GU    
 TW0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0405
 TW0405  HISTORY     - Date     Condition        Report By
 TW0405  HISTORY     - 1963     MONUMENTED       CGS
 TW0405
 TW0405                          STATION DESCRIPTION
 TW0405
 TW0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0405'THE STATION IS LOCATED 1-1/2 MILES EAST NORTHEAST OF TAMUNING AND
 TW0405'NEAR THE CENTER LINE OF ROUTE 1.
 TW0405'
 TW0405'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN TAMUNING, GO NORTHEAST
 TW0405'ON ROUTE 1 FOR 1.4 MILES TO A PAVED ROAD ON THE LEFT, EAST SIDE OF
 TW0405'TUMON HIGH SCHOOL, CONTINUE ON ROUTE 1 FOR 0.1 MILE TO THE STATION.
 TW0405'
 TW0405'THE STATION IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0405'STAMPED---TUMON 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0405'WITH CAP AND FLUSH WITH THE SURFACE OF THE HIGHWAY.  IT IS 102 FEET
 TW0405'SOUTHWEST OF A 4 X 10 CONCRETE PAD WITH A MAN HOLE IN THE CENTER,
 TW0405'67 FEET SOUTHWEST OF A POWER LINE POLE AND 48 FEET SOUTH OF A POWER
 TW0405'LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0503 ***********************************************************************
 TW0503  DESIGNATION -  TWIST GG
 TW0503  PID         -  TW0503
 TW0503  STATE/COUNTY-  GU/
 TW0503  USGS QUAD   -  TALOFOFO (1975)
 TW0503
 TW0503                         *CURRENT SURVEY CONTROL
 TW0503  ___________________________________________________________________
 TW0503* NAD 83(1993)-  13 24 01.40833(N)    215 17 36.98126(W)     ADJUSTED  
 TW0503* GUVD63      -       167.     (meters)     548.     (feet)  SCALED    
 TW0503  ___________________________________________________________________
 TW0503  EPOCH DATE  -        1993.62
 TW0503  GEOID HEIGHT-          54.37  (meters)                     EGM96
 TW0503
 TW0503  HORZ ORDER  -  SECOND
 TW0503
 TW0503.The horizontal coordinates were established by classical geodetic methods
 TW0503.and adjusted by the National Geodetic Survey in September 1999..
 TW0503.The horizontal coordinates are valid at the epoch date displayed above.
 TW0503.The epoch date for horizontal control is a decimal equivalence
 TW0503.of Year/Month/Day.
 TW0503
 TW0503.The orthometric height was scaled from a topographic map.
 TW0503
 TW0503.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0503.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0503
 TW0503;                    North         East     Units Scale Factor Converg.
 TW0503;UTM  55      - 1,482,566.756   251,623.395   MT  1.00036320   -0 31 54.6
 TW0503
 TW0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0503!UTM  55      -   0.99996519  x   1.00036320  =   1.00032838
 TW0503
 TW0503                          SUPERSEDED SURVEY CONTROL
 TW0503
 TW0503  GU 63       -  13 23 56.24331(N)    215 17 45.69387(W) AD(       ) 2
 TW0503
 TW0503.Superseded values are not recommended for survey control.
 TW0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0503.See file dsdata.txt to determine how the superseded data were derived.
 TW0503
 TW0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5162382567(NAD 83)
 TW0503_MARKER: DD = SURVEY DISK
 TW0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0503_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0503
 TW0503  HISTORY     - Date     Condition        Report By
 TW0503  HISTORY     - 1963     MONUMENTED       CGS
 TW0503
 TW0503                          STATION DESCRIPTION
 TW0503
 TW0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0503'THE STATION IS LOCATED 3-1/4 MILES EAST NORTHEAST OF AGAT, 1-1/2
 TW0503'MILES EAST OF APRA HEIGHTS AND NEAR THE CENTER LINE OF ROUTE 17,
 TW0503'THE CROSS ISLAND ROAD.
 TW0503'
 TW0503'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1 AND ROUTE 4 IN
 TW0503'AGANA, GO WEST ON ROUTE 1 FOR 7.9 MILES TO THE JUNCTION OF ROUTE 2A,
 TW0503'AT A STOP LIGHT, TURN LEFT ON ROUTE 2A AND GO 0.85 MILE TO THE
 TW0503'JUNCTION OF ROUTE 5, TURN LEFT AND GO SOUTHEAST ON ROUTE 5 FOR
 TW0503'1.2 MILES TO THE JUNCTION OF ROUTE 17, THE CROSS ISLAND ROAD, TURN
 TW0503'LEFT ON ROUTE 17 AND GO 0.4 MILE TO A T ROAD RIGHT, TURN RIGHT AND
 TW0503'GO 1.5 MILES TO THE TOP OF THE HILL AND THE STATION.
 TW0503'
 TW0503'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0503'STAMPED---TWIST 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING WITH
 TW0503'CAP AND FLUSH WITH THE SURFACE OF THE ROAD.  IT IS 176 FEET NORTHWEST
 TW0503'OF A HIGHWAY CURVE SIGN AND 114 FEET WEST OF A TRIANGLE BLAZED
 TW0503'IRONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0121 ***********************************************************************
 TW0121  DESIGNATION -  U 1
 TW0121  PID         -  TW0121
 TW0121  STATE/COUNTY-  GU/GUAM
 TW0121  USGS QUAD   -  MERIZO (1968)
 TW0121
 TW0121                         *CURRENT SURVEY CONTROL
 TW0121  ___________________________________________________________________
 TW0121* NAD 83(1986)-  13 15 17.     (N)    215 18 32.     (W)     SCALED    
 TW0121* GUVD63      -         4.029  (meters)      13.22   (feet)  ADJ UNCH  
 TW0121  ___________________________________________________________________
 TW0121  GEOID HEIGHT-          53.19  (meters)                     EGM96
 TW0121
 TW0121  VERT ORDER  -  FIRST     CLASS II
 TW0121
 TW0121.The horizontal coordinates were scaled from a topographic map and have
 TW0121.an estimated accuracy of +/- 6 seconds.
 TW0121
 TW0121.The orthometric height was key entered from printed documents
 TW0121.and not key verified.
 TW0121
 TW0121.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0121.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0121
 TW0121                          SUPERSEDED SURVEY CONTROL
 TW0121
 TW0121.No superseded survey control is available for this station.
 TW0121
 TW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ498664(NAD 83)
 TW0121_MARKER: DD = SURVEY DISK
 TW0121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0121_SP_SET: CULVERT HEADWALL
 TW0121_STAMPING: U 1
 TW0121_MARK LOGO: GUGS  
 TW0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0121+STABILITY: SURFACE MOTION
 TW0121
 TW0121  HISTORY     - Date     Condition        Report By
 TW0121  HISTORY     - 1963     MONUMENTED       GUGS
 TW0121  HISTORY     - 1963     GOOD             GUGS
 TW0121
 TW0121                          STATION DESCRIPTION
 TW0121
 TW0121'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0121'NO DESCRIPTION SUMBMITTED.
 TW0121
 TW0121                          STATION RECOVERY (1963)
 TW0121
 TW0121'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0121'1.6 MILES SOUTHEAST ALONG HIGHWAY 4 FROM THE POST OFFICE IN MERIZO, 18
 TW0121'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 4, 5.8 FEET SOUTHEAST OF THE
 TW0121'NORTHWEST END OF THE HEADWALL OF A CULVERT AND 5.4 FEET NORTHWEST OF
 TW0121'THE SOUTHEAST END OF THE HEADWALL.
 TW0121' 
 TW0121'THE MARK IS A GUAM GEODETIC NET DISK STAMPED U 1 1963, CEMENTED IN A
 TW0121'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF7984 ***********************************************************************
 DF7984  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7984  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7984  DESIGNATION -  U OF GUAM CORS ARP
 DF7984  CORS_ID     -  GUUG
 DF7984  PID         -  DF7984
 DF7984  STATE/COUNTY-  GU/
 DF7984  USGS QUAD   -  DEDEDO (1975)
 DF7984
 DF7984                         *CURRENT SURVEY CONTROL
 DF7984  ___________________________________________________________________
 DF7984* NAD 83(CORS)-  13 25 59.51929(N)    215 11 50.20673(W)     ADJUSTED  
 DF7984* GUVD04      -        78.82   (meters)     258.6    (feet)  GPS OBS   
 DF7984  ___________________________________________________________________
 DF7984  EPOCH DATE  -        2002.00
 DF7984  X           -  -5,070,464.305 (meters)                     COMP
 DF7984  Y           -   3,576,458.578 (meters)                     COMP
 DF7984  Z           -   1,472,092.417 (meters)                     COMP
 DF7984  ELLIP HEIGHT-         132.74  (meters)          (09/??/03) GPS OBS
 DF7984  GEOID HEIGHT-          54.29  (meters)                     EGM96
 DF7984
 DF7984  HORZ ORDER  -  SPECIAL (CORS)
 DF7984  ELLP ORDER  -  SPECIAL (CORS)
 DF7984
 DF7984.ITRF positions are available for this station.
 DF7984.The coordinates were established by GPS observations
 DF7984.and adjusted by the National Geodetic Survey in September 2003..
 DF7984.The coordinates are valid at the epoch date displayed above.
 DF7984.The epoch date for horizontal control is a decimal equivalence
 DF7984.of Year/Month/Day.
 DF7984
 DF7984.The orthometric height was determined by GPS observations and a
 DF7984.high-resolution geoid model using precise GPS observation and
 DF7984.processing techniques.
 DF7984
 DF7984.The PID for the CORS L1 Phase Center is DF7985.
 DF7984
 DF7984.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7984
 DF7984.The ellipsoidal height was determined by GPS observations
 DF7984.and is referenced to NAD 83.
 DF7984
 DF7984.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DF7984.The EGM96 model is referenced to the WGS84 ellipsoid.
 DF7984
 DF7984                          SUPERSEDED SURVEY CONTROL
 DF7984
 DF7984.No superseded survey control is available for this station.
 DF7984
 DF7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6209286103(NAD 83)
 DF7984_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7984
 DF7984                          STATION DESCRIPTION
 DF7984
 DF7984'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7984'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7984'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7984'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7984'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7984'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF7985 ***********************************************************************
 DF7985  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7985  DESIGNATION -  U OF GUAM CORS L1 PHASE CENTER
 DF7985  CORS_ID     -  GUUG
 DF7985  PID         -  DF7985
 DF7985  STATE/COUNTY-  GU/
 DF7985  USGS QUAD   -  DEDEDO (1975)
 DF7985
 DF7985                         *CURRENT SURVEY CONTROL
 DF7985  ___________________________________________________________________
 DF7985* NAD 83(CORS)-  13 25 59.51930(N)    215 11 50.20672(W)     ADJUSTED  
 DF7985* LOCAL TIDAL -                                                        
 DF7985  ___________________________________________________________________
 DF7985  EPOCH DATE  -        2002.00
 DF7985  X           -  -5,070,464.393 (meters)                     COMP
 DF7985  Y           -   3,576,458.639 (meters)                     COMP
 DF7985  Z           -   1,472,092.443 (meters)                     COMP
 DF7985  ELLIP HEIGHT-         132.85  (meters)          (09/??/03) GPS OBS
 DF7985  GEOID HEIGHT-          54.29  (meters)                     EGM96
 DF7985
 DF7985  HORZ ORDER  -  SPECIAL (CORS)
 DF7985  ELLP ORDER  -  SPECIAL (CORS)
 DF7985
 DF7985.ITRF positions are available for this station.
 DF7985.The coordinates were established by GPS observations
 DF7985.and adjusted by the National Geodetic Survey in September 2003..
 DF7985.The coordinates are valid at the epoch date displayed above.
 DF7985.The epoch date for horizontal control is a decimal equivalence
 DF7985.of Year/Month/Day.
 DF7985
 DF7985
 DF7985.The PID for the CORS ARP is DF7984.
 DF7985
 DF7985.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7985
 DF7985.The ellipsoidal height was determined by GPS observations
 DF7985.and is referenced to NAD 83.
 DF7985
 DF7985.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DF7985.The EGM96 model is referenced to the WGS84 ellipsoid.
 DF7985
 DF7985                          SUPERSEDED SURVEY CONTROL
 DF7985
 DF7985.No superseded survey control is available for this station.
 DF7985
 DF7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6209286103(NAD 83)
 DF7985_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7985
 DF7985                          STATION DESCRIPTION
 DF7985
 DF7985'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7985'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7985'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7985'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7985'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7985'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0406 ***********************************************************************
 TW0406  DESIGNATION -  UMATAC
 TW0406  PID         -  TW0406
 TW0406  STATE/COUNTY-  GU/GUAM
 TW0406  USGS QUAD   -  AGAT (1975)
 TW0406
 TW0406                         *CURRENT SURVEY CONTROL
 TW0406  ___________________________________________________________________
 TW0406* NAD 83(1993)-  13 17 57.95204(N)    215 20 16.85410(W)     ADJUSTED  
 TW0406* GUVD04      -         5.585  (meters)      18.32   (feet)  ADJUSTED  
 TW0406  ___________________________________________________________________
 TW0406  EPOCH DATE  -        1993.62
 TW0406  GEOID HEIGHT-          53.73  (meters)                     EGM96
 TW0406
 TW0406  HORZ ORDER  -  SECOND
 TW0406  VERT ORDER  -  FIRST     CLASS II
 TW0406
 TW0406.The horizontal coordinates were established by classical geodetic methods
 TW0406.and adjusted by the National Geodetic Survey in September 1999..
 TW0406.The horizontal coordinates are valid at the epoch date displayed above.
 TW0406.The epoch date for horizontal control is a decimal equivalence
 TW0406.of Year/Month/Day.
 TW0406
 TW0406.The orthometric height was determined by differential leveling
 TW0406.and adjusted by the National Geodetic Survey in May 2005..
 TW0406
 TW0406.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0406.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0406
 TW0406;                    North         East     Units Scale Factor Converg.
 TW0406;UTM  55      - 1,471,438.387   246,706.579   MT  1.00039373   -0 32 17.3
 TW0406
 TW0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0406!UTM  55      -   0.99999067  x   1.00039373  =   1.00038440
 TW0406
 TW0406                          SUPERSEDED SURVEY CONTROL
 TW0406
 TW0406  GU 63       -  13 17 52.76217(N)    215 20 25.56607(W) AD(       ) 2
 TW0406
 TW0406.Superseded values are not recommended for survey control.
 TW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0406.See file dsdata.txt to determine how the superseded data were derived.
 TW0406
 TW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4670771438(NAD 83)
 TW0406_MARKER: DS = TRIANGULATION STATION DISK
 TW0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0406_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0406_STAMPING: UMATAC 1963
 TW0406_MARK LOGO: GU    
 TW0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0406+STABILITY: SURFACE MOTION
 TW0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0406+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 TW0406
 TW0406  HISTORY     - Date     Condition        Report By
 TW0406  HISTORY     - 1963     MONUMENTED       USN
 TW0406  HISTORY     - 20040512 GOOD             GUAMLM
 TW0406
 TW0406                          STATION DESCRIPTION
 TW0406
 TW0406'DESCRIBED BY US NAVY 1963 (NES)
 TW0406'THE STATION IS NEAR THE CENTER OF THE VILLAGE OF UMATAC, ON THE
 TW0406'CENTER LINE OF HIGHWAY 4, JUST NORTH OF A SMALL PARKING AREA ON THE
 TW0406'SOUTH SIDE OF THE HIGHWAY AND DIRECTLY IN FRONT OF THE ST IGNACIO
 TW0406'CATHOLIC CHURCH.
 TW0406'
 TW0406'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0406'STAMPED---UMATAC 1963---, ENCLOSED IN A CAST IRON HOUSING WHICH IS
 TW0406'FLUSH WITH THE SURFACE OF THE HIGHWAY.  IT IS 41.5 FEET WEST
 TW0406'SOUTHWEST OF THE WEST CORNER OF STEP AT THE EAST ENTRANCE TO THE
 TW0406'CHURCH, 28 FEET WEST NOUTHWEST OF A POWER POLE WITH A STREET LAMP,
 TW0406'22 FEET EAST SOUTHEAST OF THE EAST CORNER OF STEP AT THE WEST
 TW0406'ENTRANCE TO THE CHURCH AND 12 FEET SOUTH OF THE WALL AT THE SOUTH END
 TW0406'OF THE CHURCH.
 TW0406
 TW0406                          STATION RECOVERY (2004)
 TW0406
 TW0406'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0406'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0406'OF UMATAC.
 TW0406' 
 TW0406'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0406'ROUTE 2 AND FORT SOLEDAD, GO NORTH ON ROUTE 2 FOR 0.5 MILES, TO THE
 TW0406'STATION IN THE CENTER OF ROUTE 2.  THE STATION IS SOUTH OF UMATAC
 TW0406'CHURCH (SAN DIONSIO).
 TW0406' 
 TW0406'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 3.40M NORTHEAST
 TW0406'EDGE OF ROUTE 2 AND 9.80M NORTHWEST OF A CONCRETE POWER POLE (PM
 TW0406'55-58).
 TW0406' 
 TW0406'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0406'STAMPED--UMATAC--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0538 ***********************************************************************
 TW0538  DESIGNATION -  UMATAC ST IGNACIO CH
 TW0538  PID         -  TW0538
 TW0538  STATE/COUNTY-  GU/
 TW0538  USGS QUAD   -  AGAT (1975)
 TW0538
 TW0538                         *CURRENT SURVEY CONTROL
 TW0538  ___________________________________________________________________
 TW0538* NAD 83(1993)-  13 17 58.26654(N)    215 20 16.70772(W)     ADJUSTED  
 TW0538* LOCAL TIDAL -                                                        
 TW0538  ___________________________________________________________________
 TW0538  EPOCH DATE  -        1993.62
 TW0538  GEOID HEIGHT-          53.73  (meters)                     EGM96
 TW0538
 TW0538  HORZ ORDER  -  THIRD
 TW0538
 TW0538.The horizontal coordinates were established by classical geodetic methods
 TW0538.and adjusted by the National Geodetic Survey in September 1999..
 TW0538.The horizontal coordinates are valid at the epoch date displayed above.
 TW0538.The epoch date for horizontal control is a decimal equivalence
 TW0538.of Year/Month/Day.
 TW0538
 TW0538
 TW0538.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0538.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0538
 TW0538;                    North         East     Units Scale Factor Converg.
 TW0538;UTM  55      - 1,471,448.014   246,711.077   MT  1.00039370   -0 32 17.2
 TW0538
 TW0538                          SUPERSEDED SURVEY CONTROL
 TW0538
 TW0538  GU 63       -  13 17 53.07648(N)    215 20 25.41949(W) AD(       ) 3
 TW0538
 TW0538.Superseded values are not recommended for survey control.
 TW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0538.See file dsdata.txt to determine how the superseded data were derived.
 TW0538
 TW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4671171448(NAD 83)
 TW0538_MARKER: 91 = CHURCH CROSS
 TW0538
 TW0538  HISTORY     - Date     Condition        Report By
 TW0538  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0538
 TW0538                          STATION DESCRIPTION
 TW0538
 TW0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0538'THE STATION IS LOCATED NEAR THE CENTER OF THE VILLAGE OF UMATAC.
 TW0538'
 TW0538'THE CHURCH IS A LARGE BLUE AND WHITE BUILDING WITH A CUPOLA ON
 TW0538'THE EAST SIDE.  THE CROSS ATOP THE CUPOLA WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0434 ***********************************************************************
 TW0434  DESIGNATION -  URUNO
 TW0434  PID         -  TW0434
 TW0434  STATE/COUNTY-  GU/
 TW0434  USGS QUAD   -  
 TW0434
 TW0434                         *CURRENT SURVEY CONTROL
 TW0434  ___________________________________________________________________
 TW0434* NAD 83(1993)-  13 37 34.14337(N)    215 09 26.86781(W)     ADJUSTED  
 TW0434* GUVD63      -       177.3    (meters)     582.     (feet)  VERT ANG  
 TW0434  ___________________________________________________________________
 TW0434  EPOCH DATE  -        1993.62
 TW0434  X           -  -5,068,943.473 (meters)                     COMP
 TW0434  Y           -   3,570,113.358 (meters)                     COMP
 TW0434  Z           -   1,492,870.777 (meters)                     COMP
 TW0434  ELLIP HEIGHT-         231.13  (meters)          (11/30/94) GPS OBS
 TW0434  GEOID HEIGHT-          55.04  (meters)                     EGM96
 TW0434
 TW0434  HORZ ORDER  -  FIRST
 TW0434  ELLP ORDER  -  FIFTH     CLASS I
 TW0434
 TW0434.The horizontal coordinates were established by GPS observations
 TW0434.and adjusted by the National Geodetic Survey in November 1994..
 TW0434.The horizontal coordinates are valid at the epoch date displayed above.
 TW0434.The epoch date for horizontal control is a decimal equivalence
 TW0434.of Year/Month/Day.
 TW0434
 TW0434.The orthometric height was determined by vertical angle observations.
 TW0434
 TW0434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0434
 TW0434.The ellipsoidal height was determined by GPS observations
 TW0434.and is referenced to NAD 83.
 TW0434
 TW0434.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0434.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0434
 TW0434;                    North         East     Units Scale Factor Converg.
 TW0434;UTM  55      - 1,507,416.717   266,592.786   MT  1.00027395   -0 30 30.6
 TW0434
 TW0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0434!UTM  55      -   0.99996365  x   1.00027395  =   1.00023759
 TW0434
 TW0434                          SUPERSEDED SURVEY CONTROL
 TW0434
 TW0434  GU 63       -  13 37 29.03058(N)    215 09 35.58792(W) AD(       ) 1
 TW0434
 TW0434.Superseded values are not recommended for survey control.
 TW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0434.See file dsdata.txt to determine how the superseded data were derived.
 TW0434
 TW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6659307417(NAD 83)
 TW0434_MARKER: DD = SURVEY DISK
 TW0434_SETTING: 66 = SET IN ROCK OUTCROP
 TW0434_SP_SET: CONCRETE IN ROCK OUTCROP
 TW0434_STAMPING: URUNO 1945
 TW0434_MARK LOGO: USN   
 TW0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0434+STABILITY: POSITION/ELEVATION WELL
 TW0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0434+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 TW0434
 TW0434  HISTORY     - Date     Condition        Report By
 TW0434  HISTORY     - 1945     MONUMENTED       DOD
 TW0434  HISTORY     - 19930804 GOOD             NOS
 TW0434
 TW0434                          STATION DESCRIPTION
 TW0434
 TW0434'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945 (NES)
 TW0434'THE STATION IS LOCATED ON THE NORTHWEST END OF THE ISLAND, ON THE
 TW0434'WEST SIDE OF THE OLD NORTHWEST AIRBASE.
 TW0434'
 TW0434'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE ANDERSON AIR FORCE
 TW0434'BASE, GO NORTHWEST ON ROUTE 1 FOR 3.15 MILES TO A FORK, TAKE RIGHT
 TW0434'FORK, ROUTE 3 FOR 1.75 MILES TO AN OLD METAL GATE, CONTINUE FOR 2.4
 TW0434'MILES TO A DIM TRAIL ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 TW0434'WESTERLY ON TRAIL FOR 250 YARDS TO THE HIGHEST POINT OF THE KNOLL
 TW0434'AND THE STATION.
 TW0434'
 TW0434'THE STATION MARK IS A USN STATION MARK DISK, STAMPED---URUNO 1945---,
 TW0434'IN CONCRETE IN CORAL ROCK.  IT IS 4 FEET EAST OF THE EDGE OF A BLUFF.
 TW0434
 TW0434                          STATION RECOVERY (1993)
 TW0434
 TW0434'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0434'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0558 ***********************************************************************
 TW0558  DESIGNATION -  US COAST GUARD LORAN TWR NEW
 TW0558  PID         -  TW0558
 TW0558  STATE/COUNTY-  GU/GUAM
 TW0558  USGS QUAD   -  APRA HARBOR (1975)
 TW0558
 TW0558                         *CURRENT SURVEY CONTROL
 TW0558  ___________________________________________________________________
 TW0558* NAD 83(1993)-  13 26 36.38169(N)    215 22 36.53931(W)     ADJUSTED  
 TW0558* LOCAL TIDAL -                                                        
 TW0558  ___________________________________________________________________
 TW0558  EPOCH DATE  -        1993.62
 TW0558  GEOID HEIGHT-          54.67  (meters)                     EGM96
 TW0558
 TW0558  HORZ ORDER  -  THIRD
 TW0558
 TW0558.The horizontal coordinates were established by classical geodetic methods
 TW0558.and adjusted by the National Geodetic Survey in September 1999..
 TW0558.The horizontal coordinates are valid at the epoch date displayed above.
 TW0558.The epoch date for horizontal control is a decimal equivalence
 TW0558.of Year/Month/Day.
 TW0558
 TW0558
 TW0558.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0558.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0558
 TW0558;                    North         East     Units Scale Factor Converg.
 TW0558;UTM  55      - 1,487,416.334   242,653.787   MT  1.00041932   -0 33 10.4
 TW0558
 TW0558                          SUPERSEDED SURVEY CONTROL
 TW0558
 TW0558.No superseded survey control is available for this station.
 TW0558
 TW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ4265487416(NAD 83)
 TW0558_MARKER: 28 = LORAN MAST
 TW0558
 TW0558  HISTORY     - Date     Condition        Report By
 TW0558  HISTORY     - 1973     FIRST OBSERVED   CGS
 TW0558  HISTORY     - UNK      SEE DESCRIPTION
 TW0558  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TW0558
 TW0558                          STATION DESCRIPTION
 TW0558
 TW0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1973 (JVT)
 TW0558'LOCATED ON OROTE PENINSULA, THE WESTERNMOST POINT OF THE ISLAND, AT
 TW0558'THE US COAST GUARD INSTALLATION, IN THE OPEN AREA ON THE SOUTHWEST
 TW0558'SIDE OF THE BUILDINGS. THE STATION IS A SLENDER, GRAY, SKELETON-STEEL
 TW0558'STRUCTURE OF TRIANGULAR CROSS SECTION, 129 FEET TALL, SETTING ON A
 TW0558'SINGLE MOUNT AND SUPPORTED BY 3 SETS OF GUY-CABLES. THE DOUBLE RED
 TW0558'OBSTRUCTION LIGHT ON TOP WAS THE POINT INTERSECTED.
 TW0558
 TW0558                          STATION RECOVERY (UNK )
 TW0558
 TW0558'RECOVERED UNK
 TW0558'RECOVERED AS DESCRIBED.
 TW0558
 TW0558                          STATION RECOVERY (1967)
 TW0558
 TW0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TW0558'LOCATED ON OROTE PENNISULA, THE WESTERNMOST POINT OF THE ISLAND, AT
 TW0558'THE U.S. COAST
 TW0558'GUARD INSTALLATION, IN THE OPEN AREA ON THE SOUTHWEST SIDE OF THE
 TW0558'BUILDINGS.  THE
 TW0558'STATION IS A SLENDER, GREY, SKELETON-STEEL STRUCTURE OF TRIANGULAR
 TW0558'CROSS SECTION, 129
 TW0558'FEET TALL, SETTING ON A SINGLE MOUNT AND SUPPORTED BY 3 SETS OF
 TW0558'GUY-CABLES.  THE DOUBLE
 TW0558'RED OBSTRUCTION LIGHT ON TOP WAS THE POINT INTERSECTED.
 TW0558'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9627 ***********************************************************************
 AF9627  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9627  DESIGNATION -  USGS GUAM OBSERV CORS ARP
 AF9627  CORS_ID     -  GUAM
 AF9627  PID         -  AF9627
 AF9627  STATE/COUNTY-  GU/
 AF9627  USGS QUAD   -  
 AF9627
 AF9627                         *CURRENT SURVEY CONTROL
 AF9627  ___________________________________________________________________
 AF9627* NAD 83(CORS)-  13 35 21.55629(N)    215 07 53.87321(W)     ADJUSTED  
 AF9627* LOCAL TIDAL -                                                        
 AF9627  ___________________________________________________________________
 AF9627  EPOCH DATE  -        2002.00
 AF9627  X           -  -5,071,311.871 (meters)                     COMP
 AF9627  Y           -   3,568,361.949 (meters)                     COMP
 AF9627  Z           -   1,488,903.016 (meters)                     COMP
 AF9627  ELLIP HEIGHT-         200.02  (meters)          (10/??/02) GPS OBS
 AF9627  GEOID HEIGHT-          54.85  (meters)                     EGM96
 AF9627
 AF9627  HORZ ORDER  -  SPECIAL (CORS)
 AF9627  ELLP ORDER  -  SPECIAL (CORS)
 AF9627
 AF9627.ITRF positions are available for this station.
 AF9627.The coordinates were established by GPS observations
 AF9627.and adjusted by the National Geodetic Survey in October 2002..
 AF9627.The coordinates are valid at the epoch date displayed above.
 AF9627.The epoch date for horizontal control is a decimal equivalence
 AF9627.of Year/Month/Day.
 AF9627
 AF9627
 AF9627.The PID for the CORS L1 Phase Center is DI0790.
 AF9627
 AF9627.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9627
 AF9627.The ellipsoidal height was determined by GPS observations
 AF9627.and is referenced to NAD 83.
 AF9627
 AF9627.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AF9627.The EGM96 model is referenced to the WGS84 ellipsoid.
 AF9627
 AF9627                          SUPERSEDED SURVEY CONTROL
 AF9627
 AF9627  NAD 83(CORS)-  13 35 21.56398(N)    215 07 53.85665(W) AD(1993.62) c
 AF9627  ELLIP H (03/??/97)  200.61   (m)                       GP(1993.62) c c
 AF9627
 AF9627.Superseded values are not recommended for survey control.
 AF9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9627.See file dsdata.txt to determine how the superseded data were derived.
 AF9627
 AF9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6935303316(NAD 83)
 AF9627_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9627
 AF9627                          STATION DESCRIPTION
 AF9627
 AF9627'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9627'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9627'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9627'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9627'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9627'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI0790 ***********************************************************************
 DI0790  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0790  DESIGNATION -  USGS GUAM OBSERV CORS L1 PHASE CENTER
 DI0790  CORS_ID     -  GUAM
 DI0790  PID         -  DI0790
 DI0790  STATE/COUNTY-  GU/
 DI0790  USGS QUAD   -  
 DI0790
 DI0790                         *CURRENT SURVEY CONTROL
 DI0790  ___________________________________________________________________
 DI0790* NAD 83(CORS)-  13 35 21.55631(N)    215 07 53.87320(W)     ADJUSTED  
 DI0790* LOCAL TIDAL -                                                        
 DI0790  ___________________________________________________________________
 DI0790  EPOCH DATE  -        2002.00
 DI0790  X           -  -5,071,311.958 (meters)                     COMP
 DI0790  Y           -   3,568,362.010 (meters)                     COMP
 DI0790  Z           -   1,488,903.042 (meters)                     COMP
 DI0790  ELLIP HEIGHT-         200.13  (meters)          (10/??/02) GPS OBS
 DI0790  GEOID HEIGHT-          54.85  (meters)                     EGM96
 DI0790
 DI0790  HORZ ORDER  -  SPECIAL (CORS)
 DI0790  ELLP ORDER  -  SPECIAL (CORS)
 DI0790
 DI0790.ITRF positions are available for this station.
 DI0790.The coordinates were established by GPS observations
 DI0790.and adjusted by the National Geodetic Survey in October 2002..
 DI0790.The coordinates are valid at the epoch date displayed above.
 DI0790.The epoch date for horizontal control is a decimal equivalence
 DI0790.of Year/Month/Day.
 DI0790
 DI0790
 DI0790.The PID for the CORS ARP is AF9627.
 DI0790
 DI0790.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0790
 DI0790.The ellipsoidal height was determined by GPS observations
 DI0790.and is referenced to NAD 83.
 DI0790
 DI0790.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DI0790.The EGM96 model is referenced to the WGS84 ellipsoid.
 DI0790
 DI0790                          SUPERSEDED SURVEY CONTROL
 DI0790
 DI0790  NAD 83(CORS)-  13 35 21.56400(N)    215 07 53.85664(W) AD(1993.62) c
 DI0790  ELLIP H (03/??/97)  200.72   (m)                       GP(1993.62) c c
 DI0790
 DI0790.Superseded values are not recommended for survey control.
 DI0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0790.See file dsdata.txt to determine how the superseded data were derived.
 DI0790
 DI0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR6935303316(NAD 83)
 DI0790_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0790
 DI0790                          STATION DESCRIPTION
 DI0790
 DI0790'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0790'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0790'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0790'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0790'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0790'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0407 ***********************************************************************
 TW0407  DESIGNATION -  USO
 TW0407  PID         -  TW0407
 TW0407  STATE/COUNTY-  GU/GUAM
 TW0407  USGS QUAD   -  APRA HARBOR (1975)
 TW0407
 TW0407                         *CURRENT SURVEY CONTROL
 TW0407  ___________________________________________________________________
 TW0407* NAD 83(1993)-  13 27 47.30234(N)    215 18 31.22342(W)     ADJUSTED  
 TW0407* GUVD04      -         3.480  (meters)      11.42   (feet)  ADJUSTED  
 TW0407  ___________________________________________________________________
 TW0407  EPOCH DATE  -        1993.62
 TW0407  GEOID HEIGHT-          54.72  (meters)                     EGM96
 TW0407
 TW0407  HORZ ORDER  -  SECOND
 TW0407  VERT ORDER  -  FIRST     CLASS II
 TW0407
 TW0407.The horizontal coordinates were established by classical geodetic methods
 TW0407.and adjusted by the National Geodetic Survey in September 1999..
 TW0407.The horizontal coordinates are valid at the epoch date displayed above.
 TW0407.The epoch date for horizontal control is a decimal equivalence
 TW0407.of Year/Month/Day.
 TW0407
 TW0407.The orthometric height was determined by differential leveling
 TW0407.and adjusted by the National Geodetic Survey in May 2005..
 TW0407.No vertical observational check was made to the station.
 TW0407
 TW0407.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0407.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0407
 TW0407;                    North         East     Units Scale Factor Converg.
 TW0407;UTM  55      - 1,489,526.357   250,055.990   MT  1.00037286   -0 32 16.0
 TW0407
 TW0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0407!UTM  55      -   0.99999085  x   1.00037286  =   1.00036370
 TW0407
 TW0407                          SUPERSEDED SURVEY CONTROL
 TW0407
 TW0407  GU 63       -  13 27 42.15234(N)    215 18 39.93536(W) AD(       ) 2
 TW0407
 TW0407.Superseded values are not recommended for survey control.
 TW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0407.See file dsdata.txt to determine how the superseded data were derived.
 TW0407
 TW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5005689526(NAD 83)
 TW0407_MARKER: DS = TRIANGULATION STATION DISK
 TW0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0407_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0407_STAMPING: USO 1963
 TW0407_MARK LOGO: GU    
 TW0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0407+STABILITY: SURFACE MOTION
 TW0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0407+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 TW0407
 TW0407  HISTORY     - Date     Condition        Report By
 TW0407  HISTORY     - 1963     MONUMENTED       CGS
 TW0407  HISTORY     - 1967     GOOD             CGS
 TW0407  HISTORY     - 20040511 GOOD             GUAMLM
 TW0407
 TW0407                          STATION DESCRIPTION
 TW0407
 TW0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0407'THE STATION IS LOCATED 4-3/4 MILES WEST OF AGANA, 50 YARDS NORTH OF
 TW0407'SCHROEDER JUNCTION AND ON THE ROAD RIGHT OF WAY.
 TW0407'
 TW0407'TO REACH THE STATION FROM THE JUNCTIONS OF ROUTE 4 AND ROUTE 1 IN
 TW0407'AGANA, GO WEST ON ROUTE 1 FOR 4.7 MILES TO SCHROEDER JUNCTION AND
 TW0407'THE STATION ON THE RIGHT.
 TW0407'
 TW0407'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0407'STAMPED---USO 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING WITH
 TW0407'CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 97 FEET EAST OF
 TW0407'POWER LINE POLE, 93 FEET WEST OF A IRON GUARD POST, 67 FEET NORTHEAST
 TW0407'OF CENTER OF ROUTE 1 AND 27 FEET WEST SOUTHWEST OF A STEEL FENCE.
 TW0407
 TW0407                          STATION RECOVERY (1967)
 TW0407
 TW0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TW0407'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK
 TW0407'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.  STATION IS LOCATED
 TW0407'ABOUT 4 MILES WEST OF AGANA, AT SCHROEDER JUNCTION, IN GRASS AREA ON
 TW0407'ROAD RIGHT-OF-WAY ON NORTH SIDE OF HIGHWAY 1, JUST OUTSIDE THE WIRE
 TW0407'MESH FENCE BORDERING THE USO COMPLEX.
 TW0407'
 TW0407'TO REACH STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON ASPINALL
 TW0407'AVENUE FOR 0.2 MILE TURN LEFT AND GO WEST ON HIGHWAY 1 FOR 4.7 MILES
 TW0407'TO STATION ON RIGHT.
 TW0407'
 TW0407'STATION MARK IS A GOV-GUAM TRIANGULATION DISK, STAMPED USO 1963, SET
 TW0407'IN CONCRETE 1 INCH BELOW THE TOP OF AN 8-INCH IRON CASING THAT IS
 TW0407'FLUSH WITH GROUND AND HAD A CAST-IRON LID WITH THE WORD SURVEY
 TW0407'EMBOSSED ON IT.  IT IS 105 FEET EAST OF THE ENTRANCE GATE TO THE USO,
 TW0407'25 FEET SOUTH OF THE WIRE MESH FENCE, 31.5 FEET WEST OF THE CENTER OF
 TW0407'A LARGE, CONCRETE POWER LINE POLE, 13 FEET NORTH OF EDGE OF HIGHWAY,
 TW0407'AND 1 FOOT SOUTH OF A 2-1/2 -INCH, YELLOW PIPE 3 FEET HIGH.  REFERENCE
 TW0407'MARK NUMBER ONE IS A STANDARD DISK STAMPED USO 1963 NO 1 1967,
 TW0407'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF A PIPE
 TW0407'FENCE-POST, THE 7TH POST EAST FROM THE USO ENTRANCE GATE.  THE MARK IS
 TW0407'3 INCHES SOUTH OF THE FENCE.
 TW0407
 TW0407                          STATION RECOVERY (2004)
 TW0407
 TW0407'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0407'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0407'OF PITI.
 TW0407' 
 TW0407'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF ROUTE 1
 TW0407'(MARINE CORP DRIVE) AND ROUTE 6, GO WEST ON ROUTE 1 (MARINE CORP
 TW0407'DRIVE) FOR 2.7 MILES TO THE STATION ON THE RIGHTSIDE OF ROUTE 1
 TW0407'(MARINE CORP DRIVE).  THE STATION IS AT THE JUNCTION OF ROUTE 1 AND
 TW0407'ROUTE 11, AND SOUTHEAST OF SEAMAN RESTAURANT.
 TW0407' 
 TW0407'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 20.80M NORTHWEST
 TW0407'OF CENTERLINE OF ROUTE 1, 9.38 SOUTHWEST OF A CONCRETE POWER POLE
 TW0407'(DL-3, TM-3), 8.66M SOUTHEAST OF A CHAIN LINK FENCE.
 TW0407' 
 TW0407'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0407'STAMPED--USO--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0122 ***********************************************************************
 TW0122  DESIGNATION -  V 1
 TW0122  PID         -  TW0122
 TW0122  STATE/COUNTY-  GU/GUAM
 TW0122  USGS QUAD   -  MERIZO (1968)
 TW0122
 TW0122                         *CURRENT SURVEY CONTROL
 TW0122  ___________________________________________________________________
 TW0122* NAD 83(1986)-  13 15 25.     (N)    215 19 25.     (W)     SCALED    
 TW0122* GUVD04      -         3.747  (meters)      12.29   (feet)  ADJUSTED  
 TW0122  ___________________________________________________________________
 TW0122  GEOID HEIGHT-          53.28  (meters)                     EGM96
 TW0122
 TW0122  VERT ORDER  -  FIRST     CLASS II
 TW0122
 TW0122.The horizontal coordinates were scaled from a topographic map and have
 TW0122.an estimated accuracy of +/- 6 seconds.
 TW0122
 TW0122.The orthometric height was determined by differential leveling
 TW0122.and adjusted by the National Geodetic Survey in May 2005..
 TW0122
 TW0122.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0122.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0122
 TW0122                          SUPERSEDED SURVEY CONTROL
 TW0122
 TW0122.No superseded survey control is available for this station.
 TW0122
 TW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ482667(NAD 83)
 TW0122_MARKER: DD = SURVEY DISK
 TW0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0122_SP_SET: CULVERT HEADWALL
 TW0122_STAMPING: V 1
 TW0122_MARK LOGO: GUGS  
 TW0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0122+STABILITY: SURFACE MOTION
 TW0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0122+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 TW0122
 TW0122  HISTORY     - Date     Condition        Report By
 TW0122  HISTORY     - 1963     MONUMENTED       GUGS
 TW0122  HISTORY     - 1963     GOOD             GUGS
 TW0122  HISTORY     - 20040517 GOOD             GUAMLM
 TW0122
 TW0122                          STATION DESCRIPTION
 TW0122
 TW0122'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0122'NO DESCRIPTION SUMBMITTED.
 TW0122
 TW0122                          STATION RECOVERY (1963)
 TW0122
 TW0122'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0122'0.4 MILE SOUTHEAST ALONG HIGHWAY 4 FROM THE POST OFFICE IN MERIZO, 20
 TW0122'FEET SOUTH OF A POWER POLE, 5 FEET NORTHWEST OF THE SOUTHEAST END OF A
 TW0122'CULVERT AND 5 FEET SOUTHEAST OF THE NORTHWEST END OF THE CULVERT.
 TW0122' 
 TW0122'THE MARK IS A GUAM GEODETIC NET DISK STAMPED V 1 1963, CEMENTED IN A
 TW0122'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ALONG THE NORTHEAST
 TW0122'SIDE OF HIGHWAY 4.
 TW0122
 TW0122                          STATION RECOVERY (2004)
 TW0122
 TW0122'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0122'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0122'OF MERIZO.
 TW0122' 
 TW0122'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INARAJAN CHURCH
 TW0122'(SAINT JOSEPH), GO SOUTH ON ROUTE 4, FOR 6.1 MILE TO THE STATION ON
 TW0122'THE RIGHT SIDE OF ROUTE 4, STATION IS LOCATED ON CONCRETE HEAD WALL.
 TW0122' 
 TW0122'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 7.70M SOUTHEAST
 TW0122'FROM A CONCRETE POWER POLE (PV-372), 3.80 NORTHEAST FROM THE
 TW0122'CENTERLINE OF ROUTE 4 AND 1.40M EAST FROM THE WEST CORNER OF A
 TW0122'CONCRETE HEAD WALL.
 TW0122' 
 TW0122'THE MARK IS A STANDARD 1963 GUAM GEODETIC VERTICAL NET DISK
 TW0122'STAMPED--V-1--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0437 ***********************************************************************
 TW0437  HT_MOD      -  This is a Height Modernization Survey Station.
 TW0437  DESIGNATION -  VILLAGE GG
 TW0437  PID         -  TW0437
 TW0437  STATE/COUNTY-  GU/GUAM
 TW0437  USGS QUAD   -  DEDEDO (1975)
 TW0437
 TW0437                         *CURRENT SURVEY CONTROL
 TW0437  ___________________________________________________________________
 TW0437* NAD 83(1993)-  13 32 19.39241(N)    215 11 10.64470(W)     ADJUSTED  
 TW0437* GUVD04      -        91.70   (meters)     300.9    (feet)  GPS OBS   
 TW0437  ___________________________________________________________________
 TW0437  EPOCH DATE  -        2004.00
 TW0437  X           -  -5,068,935.743 (meters)                     COMP
 TW0437  Y           -   3,573,924.663 (meters)                     COMP
 TW0437  Z           -   1,483,448.110 (meters)                     COMP
 TW0437  ELLIP HEIGHT-         146.16  (meters)          (06/10/05) GPS OBS
 TW0437  GEOID HEIGHT-          54.83  (meters)                     EGM96
 TW0437
 TW0437  HORZ ORDER  -  A
 TW0437  ELLP ORDER  -  THIRD     CLASS II
 TW0437
 TW0437.The horizontal coordinates were established by GPS observations
 TW0437.and adjusted by the National Geodetic Survey in June 2005..
 TW0437.The horizontal coordinates are valid at the epoch date displayed above.
 TW0437.The epoch date for horizontal control is a decimal equivalence
 TW0437.of Year/Month/Day.
 TW0437
 TW0437.The orthometric height was determined by GPS observations and a
 TW0437.high-resolution geoid model using precise GPS observation and
 TW0437.processing techniques.
 TW0437
 TW0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0437
 TW0437.The ellipsoidal height was determined by GPS observations
 TW0437.and is referenced to NAD 83.
 TW0437
 TW0437.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0437.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0437
 TW0437;                    North         East     Units Scale Factor Converg.
 TW0437;UTM  55      - 1,497,769.197   263,386.027   MT  1.00029261   -0 30 43.4
 TW0437
 TW0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0437!UTM  55      -   0.99997702  x   1.00029261  =   1.00026962
 TW0437
 TW0437                          SUPERSEDED SURVEY CONTROL
 TW0437
 TW0437  NAD 83(1993)-  13 32 19.39997(N)    215 11 10.62700(W) AD(1993.62) 2
 TW0437  GU 63       -  13 32 14.26767(N)    215 11 19.34608(W) AD(       ) 2
 TW0437
 TW0437.Superseded values are not recommended for survey control.
 TW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0437.See file dsdata.txt to determine how the superseded data were derived.
 TW0437
 TW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6338697769(NAD 83)
 TW0437_MARKER: DD = SURVEY DISK
 TW0437_SETTING: 0 = UNSPECIFIED SETTING
 TW0437_SP_SET: CAST IRON HOUSING
 TW0437_STAMPING: VILLAGE
 TW0437_MARK LOGO: GUGS  
 TW0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0437+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 TW0437
 TW0437  HISTORY     - Date     Condition        Report By
 TW0437  HISTORY     - 1963     MONUMENTED       GUGS
 TW0437  HISTORY     - 20040603 GOOD             GUAMLM
 TW0437
 TW0437                          STATION DESCRIPTION
 TW0437
 TW0437'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0437'THE STATION IS LOCATED IN THE NORTH END OF HARMON VILLAGE, ABOUT
 TW0437'3-1/4 MILES NORTHEAST OF TAMUNING, AND ON ROAD RIGHT OF WAY.
 TW0437'
 TW0437'TO REACH THE STATION FROM THE POST OFFICE IN AGANA, GO NORTH ON
 TW0437'ASPINALL AVENUE FOR 0.2 MILE TO HIGHWAY 1.  TURN RIGHT AND FOLLOW
 TW0437'HIGHWAY 1 EAST AND NORTHEAST FOR 5.9 MILES TO A T ROAD TO THE LEFT
 TW0437'AND SIGN -CLIFFLINE-.  TURN LEFT, AS PER SIGN, AND FOLLOW THE
 TW0437'PAVED ROAD NORTHWEST AND NORTHEAST FOR 1.3 MILES TO THE END OF THE
 TW0437'PAVEMENT.  CONTINUE AHEAD, NORTHEAST, ON THE DIRT ROAD FOR 0.05 MILE
 TW0437'TO THE STATION ON THE LEFT, NORTHWEST, SIDE OF THE ROAD.
 TW0437'
 TW0437'THE STATION MARK, STAMPED---VILLAGE 1963---, IS A STANDARD GOVERNMENT
 TW0437'OF GUAM TRIANGULATION NET DISK SET IN CONCRETE IN A CAST IRON CASING
 TW0437'AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE CAST IRON
 TW0437'CASING IS FLUSH WITH THE SURFACE OF THE GROUND AND HAS THE WORD
 TW0437'-SURVEY- INSCRIBED ON THE LID.  IT IS 38 FEET NORTHWEST OF THE CENTER
 TW0437'OF THE ROAD.
 TW0437
 TW0437                          STATION RECOVERY (2004)
 TW0437
 TW0437'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (MW)
 TW0437'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0437'OF DEDEDO.
 TW0437' 
 TW0437'TO REACH NARRATIVE- TO REACH THE STATION FROM JUNCTION MARINE CORP
 TW0437'DRIVE (ROUTE 1) AND ROUTE 3, SOUTH ON ROUTE 1 FOR 0.5 MILE, TURN LEFT
 TW0437'ONTO ROUTE 34 TO (TWO LOVERS POINT), GO NORTH ON ROUTE 34 FOR 1.3 MILE
 TW0437'TO THE STATION ON THE LEFT.
 TW0437' 
 TW0437'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 10.10M NORTHWEST
 TW0437'OF CONCRETE POWER POLE AND 11.40M WEST OF CENTERLINE OF ASPHALT, 6.50M
 TW0437'SOUTH OF CENTERLINE OF ROUTE 15 AND 3.10M SOUTH OF EDGE OF ROUTE 15.
 TW0437' 
 TW0437'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0437'STAMPED--VILLAGE--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0123 ***********************************************************************
 TW0123  DESIGNATION -  W 1
 TW0123  PID         -  TW0123
 TW0123  STATE/COUNTY-  GU/GUAM
 TW0123  USGS QUAD   -  MERIZO (1968)
 TW0123
 TW0123                         *CURRENT SURVEY CONTROL
 TW0123  ___________________________________________________________________
 TW0123* NAD 83(1986)-  13 15 52.     (N)    215 19 39.     (W)     SCALED    
 TW0123* GUVD63      -         4.897  (meters)      16.07   (feet)  ADJ UNCH  
 TW0123  ___________________________________________________________________
 TW0123  GEOID HEIGHT-          53.37  (meters)                     EGM96
 TW0123
 TW0123  VERT ORDER  -  FIRST     CLASS II
 TW0123
 TW0123.The horizontal coordinates were scaled from a topographic map and have
 TW0123.an estimated accuracy of +/- 6 seconds.
 TW0123
 TW0123.The orthometric height was key entered from printed documents
 TW0123.and not key verified.
 TW0123
 TW0123.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0123.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0123
 TW0123                          SUPERSEDED SURVEY CONTROL
 TW0123
 TW0123.No superseded survey control is available for this station.
 TW0123
 TW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ478675(NAD 83)
 TW0123_MARKER: DD = SURVEY DISK
 TW0123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0123_SP_SET: CULVERT HEADWALL
 TW0123_STAMPING: W 1
 TW0123_MARK LOGO: GUGS  
 TW0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0123+STABILITY: SURFACE MOTION
 TW0123
 TW0123  HISTORY     - Date     Condition        Report By
 TW0123  HISTORY     - 1963     MONUMENTED       GUGS
 TW0123  HISTORY     - 1963     GOOD             GUGS
 TW0123
 TW0123                          STATION DESCRIPTION
 TW0123
 TW0123'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0123'NO DESCRIPTION SUMBMITTED.
 TW0123
 TW0123                          STATION RECOVERY (1963)
 TW0123
 TW0123'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0123'0.25 MILE NORTHWEST ALONG HIGHWAY 4 FROM THE POST OFFICE IN MERIZO, 29
 TW0123'FEET NORTH OF A POWER POLE, 7 FEET NORTH OF A WATER VALVE AND 7 FEET
 TW0123'SOUTHEAST OF A WATER METER.
 TW0123' 
 TW0123'THE MARK IS A GUAM GEODETIC NET DISK STAMPED W 1 1963, CEMENTED IN A
 TW0123'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ALONG THE NORTH SIDE
 TW0123'OF HIGHWAY 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0424 ***********************************************************************
 TW0424  DESIGNATION -  WASP GG
 TW0424  PID         -  TW0424
 TW0424  STATE/COUNTY-  GU/
 TW0424  USGS QUAD   -  
 TW0424
 TW0424                         *CURRENT SURVEY CONTROL
 TW0424  ___________________________________________________________________
 TW0424* NAD 83(1993)-  13 33 19.16318(N)    215 07 51.79536(W)     ADJUSTED  
 TW0424* GUVD63      -       175.     (meters)     574.     (feet)  SCALED    
 TW0424  ___________________________________________________________________
 TW0424  EPOCH DATE  -        1993.62
 TW0424  GEOID HEIGHT-          54.71  (meters)                     EGM96
 TW0424
 TW0424  HORZ ORDER  -  SECOND
 TW0424
 TW0424.The horizontal coordinates were established by classical geodetic methods
 TW0424.and adjusted by the National Geodetic Survey in September 1999..
 TW0424.The horizontal coordinates are valid at the epoch date displayed above.
 TW0424.The epoch date for horizontal control is a decimal equivalence
 TW0424.of Year/Month/Day.
 TW0424
 TW0424.The orthometric height was scaled from a topographic map.
 TW0424
 TW0424.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0424.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0424
 TW0424;                    North         East     Units Scale Factor Converg.
 TW0424;UTM  55      - 1,499,553.704   269,382.523   MT  1.00025794   -0 29 58.9
 TW0424
 TW0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0424!UTM  55      -   0.99996388  x   1.00025794  =   1.00022181
 TW0424
 TW0424                          SUPERSEDED SURVEY CONTROL
 TW0424
 TW0424  GU 63       -  13 33 14.03426(N)    215 08 00.51623(W) AD(       ) 2
 TW0424
 TW0424.Superseded values are not recommended for survey control.
 TW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0424.See file dsdata.txt to determine how the superseded data were derived.
 TW0424
 TW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6938399554(NAD 83)
 TW0424_MARKER: DD = SURVEY DISK
 TW0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TW0424_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0424
 TW0424  HISTORY     - Date     Condition        Report By
 TW0424  HISTORY     - 1963     MONUMENTED       CGS
 TW0424
 TW0424                          STATION DESCRIPTION
 TW0424
 TW0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0424'THE STATION IS 3-1/2 MILES NORTHEAST OF DEDEDO, 2 MILES EAST
 TW0424'SOUTHEAST OF THE NAVAL COMMUNICATIONS STATION, IN HEAVILY TIMBERED
 TW0424'COUNTRY AND IN A SMALL TRIANGLE FORMED BY INTERSECTION OF TRACK
 TW0424'ROADS.
 TW0424'
 TW0424'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 3,
 TW0424'-WETTENGEL JUNCTION-, GO EASTERLY ON HIGHWAY 1 FOR 5.3 MILES TO
 TW0424'YIGO JUNCTION.  CONTINUE ON HIGHWAY 1 FOR 0.4 MILE TO A SIDE ROAD
 TW0424'ON THE LEFT.  TURN LEFT AND GO 0.4 MILE TO A FORK.  TAKE THE
 TW0424'RIGHT FORK AND GO 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 TW0424'0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO A
 TW0424'SHARP LEFT TURN IN THE MAIN ROAD.  TURN LEFT AND GO WESTERLY FOR
 TW0424'0.9 MILE TO THE STATION ON THE RIGHT.
 TW0424'
 TW0424'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0424'STAMPED---WASP 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0424'THE SURFACE OF THE GROUND AND SURROUNDED BY CONCRETE.
 TW0424'
 TW0424'NO STATION IS VISIBLE FROM THE GROUND AND THERE WAS NO SUITABLE
 TW0424'PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0479 ***********************************************************************
 TW0479  DESIGNATION -  WED RESET
 TW0479  PID         -  TW0479
 TW0479  STATE/COUNTY-  GU/GUAM
 TW0479  USGS QUAD   -  AGANA (1968)
 TW0479
 TW0479                         *CURRENT SURVEY CONTROL
 TW0479  ___________________________________________________________________
 TW0479* NAD 83(1993)-  13 27 49.17432(N)    215 16 47.89380(W)     ADJUSTED  
 TW0479* GUVD63      -       168.     (meters)     551.     (feet)  SCALED    
 TW0479  ___________________________________________________________________
 TW0479  EPOCH DATE  -        1993.62
 TW0479  GEOID HEIGHT-          54.68  (meters)                     EGM96
 TW0479
 TW0479  HORZ ORDER  -  SECOND
 TW0479
 TW0479.The horizontal coordinates were established by classical geodetic methods
 TW0479.and adjusted by the National Geodetic Survey in September 1999..
 TW0479.The horizontal coordinates are valid at the epoch date displayed above.
 TW0479.The epoch date for horizontal control is a decimal equivalence
 TW0479.of Year/Month/Day.
 TW0479
 TW0479.The orthometric height was scaled from a topographic map.
 TW0479
 TW0479.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0479.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0479
 TW0479;                    North         East     Units Scale Factor Converg.
 TW0479;UTM  55      - 1,489,554.905   253,165.444   MT  1.00035375   -0 31 52.0
 TW0479
 TW0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0479!UTM  55      -   0.99996498  x   1.00035375  =   1.00031872
 TW0479
 TW0479                          SUPERSEDED SURVEY CONTROL
 TW0479
 TW0479  GU 63       -  13 27 44.02392(N)    215 16 56.60692(W) AD(       ) 2
 TW0479
 TW0479.Superseded values are not recommended for survey control.
 TW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0479.See file dsdata.txt to determine how the superseded data were derived.
 TW0479
 TW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5316589555(NAD 83)
 TW0479_MARKER: Z = SEE DESCRIPTION
 TW0479_SETTING: 0 = UNSPECIFIED SETTING
 TW0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0479
 TW0479  HISTORY     - Date     Condition        Report By
 TW0479  HISTORY     - 1963     MONUMENTED       CGS
 TW0479  HISTORY     - UNK      SEE DESCRIPTION
 TW0479
 TW0479                          STATION DESCRIPTION
 TW0479
 TW0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0479'A NAVY PUBLIC WORKS CENTER BRONZE DISK STAMPED WED RESET 1961 SET IN
 TW0479'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 TW0479'IT IS 29 FEET NORTHWEST OF THE CUT BANK.
 TW0479
 TW0479                          STATION RECOVERY (UNK )
 TW0479
 TW0479'RECOVERED UNK
 TW0479'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0408 ***********************************************************************
 TW0408  DESIGNATION -  WETTENGEL
 TW0408  PID         -  TW0408
 TW0408  STATE/COUNTY-  GU/GUAM
 TW0408  USGS QUAD   -  DEDEDO (1975)
 TW0408
 TW0408                         *CURRENT SURVEY CONTROL
 TW0408  ___________________________________________________________________
 TW0408* NAD 83(1993)-  13 31 24.98221(N)    215 10 29.31107(W)     ADJUSTED  
 TW0408* GUVD04      -        90.176  (meters)     295.85   (feet)  ADJUSTED  
 TW0408  ___________________________________________________________________
 TW0408  EPOCH DATE  -        1993.62
 TW0408  GEOID HEIGHT-          54.72  (meters)                     EGM96
 TW0408
 TW0408  HORZ ORDER  -  SECOND
 TW0408  VERT ORDER  -  FIRST     CLASS II
 TW0408
 TW0408.The horizontal coordinates were established by classical geodetic methods
 TW0408.and adjusted by the National Geodetic Survey in September 1999..
 TW0408.The horizontal coordinates are valid at the epoch date displayed above.
 TW0408.The epoch date for horizontal control is a decimal equivalence
 TW0408.of Year/Month/Day.
 TW0408
 TW0408.The orthometric height was determined by differential leveling
 TW0408.and adjusted by the National Geodetic Survey in May 2005..
 TW0408.No vertical observational check was made to the station.
 TW0408
 TW0408.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0408.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0408
 TW0408;                    North         East     Units Scale Factor Converg.
 TW0408;UTM  55      - 1,496,085.572   264,614.309   MT  1.00028543   -0 30 31.7
 TW0408
 TW0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0408!UTM  55      -   0.99997721  x   1.00028543  =   1.00026264
 TW0408
 TW0408                          SUPERSEDED SURVEY CONTROL
 TW0408
 TW0408  GU 63       -  13 31 19.84497(N)    215 10 38.03100(W) AD(       ) 2
 TW0408
 TW0408.Superseded values are not recommended for survey control.
 TW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0408.See file dsdata.txt to determine how the superseded data were derived.
 TW0408
 TW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6461496086(NAD 83)
 TW0408_MARKER: DS = TRIANGULATION STATION DISK
 TW0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TW0408_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0408_STAMPING: WETTENGEL 1963
 TW0408_MARK LOGO: GU    
 TW0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0408+STABILITY: SURFACE MOTION
 TW0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0408+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 TW0408
 TW0408  HISTORY     - Date     Condition        Report By
 TW0408  HISTORY     - 1963     MONUMENTED       CGS
 TW0408  HISTORY     - 20040514 GOOD             GUAMLM
 TW0408
 TW0408                          STATION DESCRIPTION
 TW0408
 TW0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0408'THE STATION IS LOCATED 4 MILES EAST NORTHEAST OF TAMUNING ND IN
 TW0408'THE PARKING AREA AT THE WETTENGEL SCHOOL.
 TW0408'
 TW0408'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN TAMUNING, GO NORTHEAST
 TW0408'ON ROUTE 1 FOR 3.9 MILES TO THE WETTENGEL JUNCTION, CONTINUE ON
 TW0408'ROUTE 1 FOR 0.1 MILE TO A GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO
 TW0408'0.05 MILE TO THE STATION.
 TW0408'
 TW0408'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0408'STAMPED---WETTENGEL 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING
 TW0408'WITH CAP AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 167 FEET
 TW0408'NORTHEAST OF A POWER LINE POLE, 99 FEET SOUTHEAST OF A IRON FENCE,
 TW0408'AND 22 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD.
 TW0408
 TW0408                          STATION RECOVERY (2004)
 TW0408
 TW0408'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0408'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0408'OF DEDEDO.
 TW0408' 
 TW0408'TO REACH NARRATIVE- TO REACH THE STATION FROM THE JUNCTION OF MARINE
 TW0408'CORP DRIVE (ROUTE 1) AND HARMON LOOP ROAD, GO SOUTH ON ROUTE 1 FOR 0.8
 TW0408'MILE, THE STATION IS ON THE RIGHT SIDE OF ROUTE 1.  THE STATION IS
 TW0408'APPROXIMATELY 45M NORTH FROM THE NORTH EDGE OF ROUTE 1.
 TW0408' 
 TW0408'MONUMENT DESCRIPTION AND MEASUREMENTS- NO REFERENCES MEASUREMENTS.
 TW0408' 
 TW0408'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0408'STAMPED--WETTENGEL--, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0423 ***********************************************************************
 TW0423  DESIGNATION -  WHITE WATER TANK
 TW0423  PID         -  TW0423
 TW0423  STATE/COUNTY-  GU/GUAM
 TW0423  USGS QUAD   -  
 TW0423
 TW0423                         *CURRENT SURVEY CONTROL
 TW0423  ___________________________________________________________________
 TW0423* NAD 83(1993)-  13 34 54.47668(N)    215 07 11.79325(W)     ADJUSTED  
 TW0423* LOCAL TIDAL -                                                        
 TW0423  ___________________________________________________________________
 TW0423  EPOCH DATE  -        1993.62
 TW0423  GEOID HEIGHT-          54.78  (meters)                     EGM96
 TW0423
 TW0423  HORZ ORDER  -  THIRD
 TW0423
 TW0423.The horizontal coordinates were established by classical geodetic methods
 TW0423.and adjusted by the National Geodetic Survey in September 1999..
 TW0423.The horizontal coordinates are valid at the epoch date displayed above.
 TW0423.The epoch date for horizontal control is a decimal equivalence
 TW0423.of Year/Month/Day.
 TW0423
 TW0423
 TW0423.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0423.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0423
 TW0423;                    North         East     Units Scale Factor Converg.
 TW0423;UTM  55      - 1,502,473.044   270,610.941   MT  1.00025095   -0 29 53.0
 TW0423
 TW0423                          SUPERSEDED SURVEY CONTROL
 TW0423
 TW0423  GU 63       -  13 34 49.35098(N)    215 07 20.51159(W) AD(       ) 3
 TW0423
 TW0423.Superseded values are not recommended for survey control.
 TW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0423.See file dsdata.txt to determine how the superseded data were derived.
 TW0423
 TW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR7061102473(NAD 83)
 TW0423_MARKER: Z = SEE DESCRIPTION
 TW0423_SETTING: 0 = UNSPECIFIED SETTING
 TW0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0423
 TW0423  HISTORY     - Date     Condition        Report By
 TW0423  HISTORY     - 1963     MONUMENTED       CGS
 TW0423  HISTORY     - UNK      SEE DESCRIPTION
 TW0423
 TW0423                          STATION DESCRIPTION
 TW0423
 TW0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0423'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 TW0423
 TW0423                          STATION RECOVERY (UNK )
 TW0423
 TW0423'RECOVERED UNK
 TW0423'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0409 ***********************************************************************
 TW0409  DESIGNATION -  WITEK
 TW0409  PID         -  TW0409
 TW0409  STATE/COUNTY-  GU/GUAM
 TW0409  USGS QUAD   -  TALOFOFO (1975)
 TW0409
 TW0409                         *CURRENT SURVEY CONTROL
 TW0409  ___________________________________________________________________
 TW0409* NAD 83(1993)-  13 23 12.62725(N)    215 13 39.22651(W)     ADJUSTED  
 TW0409* GUVD63      -        20.092  (meters)      65.92   (feet)  ADJ UNCH  
 TW0409  ___________________________________________________________________
 TW0409  EPOCH DATE  -        1993.62
 TW0409  GEOID HEIGHT-          54.07  (meters)                     EGM96
 TW0409
 TW0409  HORZ ORDER  -  SECOND
 TW0409  VERT ORDER  -  FIRST     CLASS II
 TW0409
 TW0409.The horizontal coordinates were established by classical geodetic methods
 TW0409.and adjusted by the National Geodetic Survey in September 1999..
 TW0409.The horizontal coordinates are valid at the epoch date displayed above.
 TW0409.The epoch date for horizontal control is a decimal equivalence
 TW0409.of Year/Month/Day.
 TW0409
 TW0409.The orthometric height was key entered from printed documents
 TW0409.and not key verified.
 TW0409
 TW0409.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0409.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0409
 TW0409;                    North         East     Units Scale Factor Converg.
 TW0409;UTM  55      - 1,481,001.756   258,765.024   MT  1.00031994   -0 30 57.6
 TW0409
 TW0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0409!UTM  55      -   0.99998834  x   1.00031994  =   1.00030827
 TW0409
 TW0409                          SUPERSEDED SURVEY CONTROL
 TW0409
 TW0409  GU 63       -  13 23 07.45993(N)    215 13 47.94284(W) AD(       ) 2
 TW0409
 TW0409.Superseded values are not recommended for survey control.
 TW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0409.See file dsdata.txt to determine how the superseded data were derived.
 TW0409
 TW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5876581002(NAD 83)
 TW0409_MARKER: DS = TRIANGULATION STATION DISK
 TW0409_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0409_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0409_STAMPING: WITEK 1963
 TW0409_MARK LOGO: GU    
 TW0409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0409
 TW0409  HISTORY     - Date     Condition        Report By
 TW0409  HISTORY     - 1963     MONUMENTED       CGS
 TW0409
 TW0409                          STATION DESCRIPTION
 TW0409
 TW0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0409'THE STATION IS 2-1/2 MILES NORTHEAST OF TALOFOFO, 1-3/4 MILES SOUTH
 TW0409'OF YONA AND ON THE CENTER LINE OF HIGHWAY 4 AT THE JUNCTION OF
 TW0409'HIGHWAY 17.
 TW0409'
 TW0409'TO REACH THE STATION FROM THE LARGE GREEN CHURCH IN YONA, GO SOUTHERLY
 TW0409'ON HIGHWAY 4 FOR 2.6 MILES TO THE STATION AT THE JUNCTION OF
 TW0409'HIGHWAY 17.
 TW0409'
 TW0409'STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK
 TW0409'STAMPED---WITEK 1963---, ENCLOSED IN A CAST IRON HOUSING FLUSH WITH
 TW0409'THE SURFACE OF THE HIGHWAY.  IT IS 64 FEET SOUTHEAST OF AN IRON POST
 TW0409'-MAINTANCE SIGN-, 47 FEET NORTHWEST OF A POWER POLE AND 42 FEET
 TW0409'NORTHEAST OF A STOP SIGN, IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3064 ***********************************************************************
 DH3064  DESIGNATION -  WSQ
 DH3064  PID         -  DH3064
 DH3064  STATE/COUNTY-  GU/GUAM
 DH3064  USGS QUAD   -  AGAT (1975)
 DH3064
 DH3064                         *CURRENT SURVEY CONTROL
 DH3064  ___________________________________________________________________
 DH3064* NAD 83(1986)-  13 18 41.     (N)    215 19 39.     (W)     SCALED    
 DH3064* GUVD04      -       116.786  (meters)     383.16   (feet)  ADJUSTED  
 DH3064  ___________________________________________________________________
 DH3064  GEOID HEIGHT-          53.80  (meters)                     EGM96
 DH3064
 DH3064  VERT ORDER  -  FIRST     CLASS II
 DH3064
 DH3064.The horizontal coordinates were scaled from a topographic map and have
 DH3064.an estimated accuracy of +/- 6 seconds.
 DH3064
 DH3064.The orthometric height was determined by differential leveling
 DH3064.and adjusted by the National Geodetic Survey in May 2005..
 DH3064
 DH3064.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DH3064.The EGM96 model is referenced to the WGS84 ellipsoid.
 DH3064
 DH3064                          SUPERSEDED SURVEY CONTROL
 DH3064
 DH3064.No superseded survey control is available for this station.
 DH3064
 DH3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ478727(NAD 83)
 DH3064_MARKER: DD = SURVEY DISK
 DH3064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3064_SP_SET: HEADWALL
 DH3064_STAMPING: WSQ 2004
 DH3064_MARK LOGO: GUAMLM
 DH3064_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3064+STABILITY: SURFACE MOTION
 DH3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3064+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH3064
 DH3064  HISTORY     - Date     Condition        Report By
 DH3064  HISTORY     - 20040503 MONUMENTED       GUAMLM
 DH3064
 DH3064                          STATION DESCRIPTION
 DH3064
 DH3064'DESCRIBED BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 DH3064'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 DH3064'OF UMATAC.
 DH3064' 
 DH3064'TO REACH NARRATIVE- TO REACH THE STATION FROM THE ENTRANCE TO CETTI
 DH3064'BAY OVERLOOK A CONCRETE STAIR CASE AND ROUTE 2, GO SOUTH ON ROUTE 2
 DH3064'FOR 1.3 MILES TO THE STATION ON THE LEFT SIDE OF ROUTE 2.  THE STATION
 DH3064'IS SET ON A CONCRETE HEADWALL ON THE SOUTHEAST CORNER.
 DH3064' 
 DH3064'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 15.90M EAST,
 DH3064'SOUTHEAST OF CENTERLINE OF ROUTE 2, AND 6.70M NORTH, NORTHWEST OF THE
 DH3064'SOUTHEAST CORNER OF A CONCRETE HEADWALL.
 DH3064' 
 DH3064'THE MARK IS A STANDARD DEPARTMENT OF LAND MANAGEMENT SURVEY DIVISION
 DH3064'DISK STAMPED--WSQ 2004--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0125 ***********************************************************************
 TW0125  DESIGNATION -  X 1
 TW0125  PID         -  TW0125
 TW0125  STATE/COUNTY-  GU/GUAM
 TW0125  USGS QUAD   -  AGAT (1975)
 TW0125
 TW0125                         *CURRENT SURVEY CONTROL
 TW0125  ___________________________________________________________________
 TW0125* NAD 83(1986)-  13 18 10.     (N)    215 20 04.     (W)     SCALED    
 TW0125* GUVD63      -        79.514  (meters)     260.87   (feet)  ADJ UNCH  
 TW0125  ___________________________________________________________________
 TW0125  GEOID HEIGHT-          53.75  (meters)                     EGM96
 TW0125
 TW0125  VERT ORDER  -  FIRST     CLASS II
 TW0125
 TW0125.The horizontal coordinates were scaled from a topographic map and have
 TW0125.an estimated accuracy of +/- 6 seconds.
 TW0125
 TW0125.The orthometric height was key entered from printed documents
 TW0125.and not key verified.
 TW0125
 TW0125.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0125.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0125
 TW0125                          SUPERSEDED SURVEY CONTROL
 TW0125
 TW0125.No superseded survey control is available for this station.
 TW0125
 TW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ470718(NAD 83)
 TW0125_MARKER: DD = SURVEY DISK
 TW0125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0125_SP_SET: CULVERT HEADWALL
 TW0125_STAMPING: X1
 TW0125_MARK LOGO: GUGS  
 TW0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0125+STABILITY: SURFACE MOTION
 TW0125
 TW0125  HISTORY     - Date     Condition        Report By
 TW0125  HISTORY     - 1963     MONUMENTED       GUGS
 TW0125  HISTORY     - 1963     GOOD             GUGS
 TW0125
 TW0125                          STATION DESCRIPTION
 TW0125
 TW0125'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0125'NO DESCRIPTION SUMBMITTED.
 TW0125
 TW0125                          STATION RECOVERY (1963)
 TW0125
 TW0125'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0125'0.7 MILE NORTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN UMATAC, 23 FEET
 TW0125'NORTH OF CENTER OF THE HIGHWAY, 12 FEET WEST OF THE EAST END OF THE
 TW0125'HEADWALL OF A CONCRETE CULVERT AND 7 FEET SOUTH OF THE NORTH END OF
 TW0125'THE HEADWALL.
 TW0125' 
 TW0125'THE MARK IS A GUAM GEODETIC NET DISK STAMPED X 1 1963, CEMENTED IN A
 TW0125'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ALONG THE NORTH SIDE
 TW0125'OF HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0126 ***********************************************************************
 TW0126  DESIGNATION -  Y 1
 TW0126  PID         -  TW0126
 TW0126  STATE/COUNTY-  GU/GUAM
 TW0126  USGS QUAD   -  AGAT (1975)
 TW0126
 TW0126                         *CURRENT SURVEY CONTROL
 TW0126  ___________________________________________________________________
 TW0126* NAD 83(1986)-  13 18 54.     (N)    215 19 36.     (W)     SCALED    
 TW0126* GUVD63      -       158.816  (meters)     521.05   (feet)  ADJ UNCH  
 TW0126  ___________________________________________________________________
 TW0126  GEOID HEIGHT-          53.83  (meters)                     EGM96
 TW0126
 TW0126  VERT ORDER  -  FIRST     CLASS II
 TW0126
 TW0126.The horizontal coordinates were scaled from a topographic map and have
 TW0126.an estimated accuracy of +/- 6 seconds.
 TW0126
 TW0126.The orthometric height was key entered from printed documents
 TW0126.and not key verified.
 TW0126
 TW0126.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0126.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0126
 TW0126                          SUPERSEDED SURVEY CONTROL
 TW0126
 TW0126.No superseded survey control is available for this station.
 TW0126
 TW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ479731(NAD 83)
 TW0126_MARKER: DD = SURVEY DISK
 TW0126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0126_SP_SET: CULVERT HEADWALL
 TW0126_STAMPING: Y 1
 TW0126_MARK LOGO: GUGS  
 TW0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0126+STABILITY: SURFACE MOTION
 TW0126
 TW0126  HISTORY     - Date     Condition        Report By
 TW0126  HISTORY     - 1963     MONUMENTED       GUGS
 TW0126  HISTORY     - 1963     GOOD             GUGS
 TW0126
 TW0126                          STATION DESCRIPTION
 TW0126
 TW0126'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0126'NO DESCRIPTION SUMBMITTED.
 TW0126
 TW0126                          STATION RECOVERY (1963)
 TW0126
 TW0126'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0126'2.1 MILES NORTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN UMATAC, 22
 TW0126'FEET WEST OF THE CENTER OF HIGHWAY 2, 8 FEET NORTH OF THE SOUTH CORNER
 TW0126'OF THE HEADWALL OF A CONCRETE CULVERT AND .5 FEET SOUTH OF THE NORTH
 TW0126'END OF THE HEADWALL.
 TW0126' 
 TW0126'THE MARK IS A GUAM GEODETIC NET DISK STAMPED Y 1 1963, CEMENTED IN A
 TW0126'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT ALONG THE WEST SIDE
 TW0126'OF HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0420 ***********************************************************************
 TW0420  DESIGNATION -  YIGO GG
 TW0420  PID         -  TW0420
 TW0420  STATE/COUNTY-  GU/GUAM
 TW0420  USGS QUAD   -  DEDEDO (1975)
 TW0420
 TW0420                         *CURRENT SURVEY CONTROL
 TW0420  ___________________________________________________________________
 TW0420* NAD 83(1993)-  13 32 14.85867(N)    215 06 40.48976(W)     ADJUSTED  
 TW0420* GUVD04      -       140.779  (meters)     461.87   (feet)  ADJUSTED  
 TW0420  ___________________________________________________________________
 TW0420  EPOCH DATE  -        2004.00
 TW0420  X           -  -5,073,677.827 (meters)                     COMP
 TW0420  Y           -   3,567,328.618 (meters)                     COMP
 TW0420  Z           -   1,483,324.071 (meters)                     COMP
 TW0420  ELLIP HEIGHT-         194.96  (meters)          (06/10/05) GPS OBS
 TW0420  GEOID HEIGHT-          54.54  (meters)                     EGM96
 TW0420
 TW0420  HORZ ORDER  -  A
 TW0420  VERT ORDER  -  FIRST     CLASS II
 TW0420  ELLP ORDER  -  THIRD     CLASS II
 TW0420
 TW0420.The horizontal coordinates were established by GPS observations
 TW0420.and adjusted by the National Geodetic Survey in June 2005..
 TW0420.The horizontal coordinates are valid at the epoch date displayed above.
 TW0420.The epoch date for horizontal control is a decimal equivalence
 TW0420.of Year/Month/Day.
 TW0420
 TW0420.The orthometric height was determined by differential leveling
 TW0420.and adjusted by the National Geodetic Survey in May 2005..
 TW0420.No vertical observational check was made to the station.
 TW0420
 TW0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0420
 TW0420.The ellipsoidal height was determined by GPS observations
 TW0420.and is referenced to NAD 83.
 TW0420
 TW0420.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0420.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0420
 TW0420;                    North         East     Units Scale Factor Converg.
 TW0420;UTM  55      - 1,497,558.469   271,509.806   MT  1.00024586   -0 29 39.9
 TW0420
 TW0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0420!UTM  55      -   0.99996934  x   1.00024586  =   1.00021519
 TW0420
 TW0420                          SUPERSEDED SURVEY CONTROL
 TW0420
 TW0420  NAD 83(1993)-  13 32 14.86643(N)    215 06 40.47353(W) AD(1993.62) 2
 TW0420  GU 63       -  13 32 09.73318(N)    215 06 49.19517(W) AD(       ) 2
 TW0420
 TW0420.Superseded values are not recommended for survey control.
 TW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0420.See file dsdata.txt to determine how the superseded data were derived.
 TW0420
 TW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ7151097558(NAD 83)
 TW0420_MARKER: DD = SURVEY DISK
 TW0420_SETTING: 0 = UNSPECIFIED SETTING
 TW0420_SP_SET: CAST IRON HOUSING
 TW0420_STAMPING: YIGO
 TW0420_MARK LOGO: GU    
 TW0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0420+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 TW0420
 TW0420  HISTORY     - Date     Condition        Report By
 TW0420  HISTORY     - 1963     MONUMENTED       CGS
 TW0420  HISTORY     - 20041204 GOOD             GUAMLM
 TW0420
 TW0420                          STATION DESCRIPTION
 TW0420
 TW0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0420'THE STATION IS LOCATED 4-1/2 MILES EAST NORTHEAST OF THE WETTENGEL
 TW0420'JUNCTION, 0.1 MILE NORTH OF YIGO JUNCTION AND ON THE NORTHWEST
 TW0420'SIDE OF ROUTE 1.
 TW0420'
 TW0420'TO REACH THE STATION FROM WETTENGEL SCHOOL AND JUNCTION, GO EASTERLY
 TW0420'ON ROUTE 1 FOR 3.35 MILES TO THE ASATDAS JUNCTION, CONTINUE NORTHEAST
 TW0420'ON ROUTE 1 FOR 2.35 MILES TO YIGO JUNCTION, CONTINUE FOR 0.05 MILE
 TW0420'TO A TRACK ROAD LEFT, TURN LEFT AND FOLLOW ROAD UP ALONG TOP OF
 TW0420'ROADSIDE BANK FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 TW0420'
 TW0420'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION DISK,
 TW0420'STAMPED---YIGO 1963---, SET IN CONCRETE IN A 8 INCH IRON HOUSING WITH
 TW0420'CAP AND FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET WEST OF THE
 TW0420'CENTER OF ROUTE 1 AND 15 FEET NORTH NORTHEAST OF POWER LINE POLE
 TW0420'NO A 728.
 TW0420
 TW0420                          STATION RECOVERY (2004)
 TW0420
 TW0420'RECOVERY NOTE BY GUAM DEPARTMENT OF LAND MANAGEMENT 2004 (TJT)
 TW0420'GENERAL STATION LOCATION- THE STATION IS LOCATED IN THE MUNICIPALITY
 TW0420'OF YIGO.
 TW0420' 
 TW0420'TO REACH NARRATIVE- TO REACH THE STATION FROM THE INTERSECTION OF
 TW0420'MARINE CORP DRIVE (ROUTE 1) AND MAIN GATE AAFB, GO SOUTH ON ROUTE 1
 TW0420'FOR 1.8 MILE TO THE STATION ON THE RIGHT SIDE OF ROUTE 1. (NOTE THIS
 TW0420'IS A HARN'S STATION).
 TW0420' 
 TW0420'MONUMENT DESCRIPTION AND MEASUREMENTS- THE STATION IS 4.30M NORTH OF A
 TW0420'CONCRETE POWER POLE (PQ-112, DC/YP 45-6000), 26.70M SOUTH OF A
 TW0420'CONCRETE POWER POLE (PBY-018) AND 14.82 SOUTH OF TELEPHONE BOX
 TW0420'(1A1-5).
 TW0420' 
 TW0420'THE MARK IS A STANDARD 1963 GUAM GEODETIC TRIANGULATION NET DISK
 TW0420'STAMPED--YIGO--, SET IN A CONCRETE IN AN IRON CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0410 ***********************************************************************
 TW0410  DESIGNATION -  YONA
 TW0410  PID         -  TW0410
 TW0410  STATE/COUNTY-  GU/GUAM
 TW0410  USGS QUAD   -  TALOFOFO (1975)
 TW0410
 TW0410                         *CURRENT SURVEY CONTROL
 TW0410  ___________________________________________________________________
 TW0410* NAD 83(1993)-  13 24 41.10450(N)    215 13 26.11668(W)     ADJUSTED  
 TW0410* GUVD63      -        95.954  (meters)     314.81   (feet)  ADJ UNCH  
 TW0410  ___________________________________________________________________
 TW0410  EPOCH DATE  -        1993.62
 TW0410  GEOID HEIGHT-          54.24  (meters)                     EGM96
 TW0410
 TW0410  HORZ ORDER  -  SECOND
 TW0410  VERT ORDER  -  FIRST     CLASS II
 TW0410
 TW0410.The horizontal coordinates were established by classical geodetic methods
 TW0410.and adjusted by the National Geodetic Survey in September 1999..
 TW0410.The horizontal coordinates are valid at the epoch date displayed above.
 TW0410.The epoch date for horizontal control is a decimal equivalence
 TW0410.of Year/Month/Day.
 TW0410
 TW0410.The orthometric height was key entered from printed documents
 TW0410.and not key verified.
 TW0410
 TW0410.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0410.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0410
 TW0410;                    North         East     Units Scale Factor Converg.
 TW0410;UTM  55      - 1,483,718.010   259,184.049   MT  1.00031744   -0 30 57.9
 TW0410
 TW0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0410!UTM  55      -   0.99997638  x   1.00031744  =   1.00029381
 TW0410
 TW0410                          SUPERSEDED SURVEY CONTROL
 TW0410
 TW0410  GU 63       -  13 24 35.94308(N)    215 13 34.83339(W) AD(       ) 2
 TW0410
 TW0410.Superseded values are not recommended for survey control.
 TW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0410.See file dsdata.txt to determine how the superseded data were derived.
 TW0410
 TW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5918483718(NAD 83)
 TW0410_MARKER: DS = TRIANGULATION STATION DISK
 TW0410_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TW0410_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TW0410_STAMPING: YONA 1963
 TW0410_MARK LOGO: GU    
 TW0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0410
 TW0410  HISTORY     - Date     Condition        Report By
 TW0410  HISTORY     - 1963     MONUMENTED       CGS
 TW0410
 TW0410                          STATION DESCRIPTION
 TW0410
 TW0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0410'THE STATION IS LOCATED IN THE VILLAGE OF YONA, AT THE MUNICIPAL WATER
 TW0410'TANK.
 TW0410'
 TW0410'TO REACH THE STATION FROM THE ST FRANCIS CATHOLIC CHURCH IN YONA, GO
 TW0410'NORTHERLY FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE
 TW0410'TO THE STATION ON THE LEFT.
 TW0410'
 TW0410'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET DISK,
 TW0410'STAMPED---YONA 1963---.  IT IS 33 FEET WEST OF THE CENTER OF A MACADAM
 TW0410'ROAD, 20 FEET SOUTHEAST OF A WATER VALVE AND 13 FEET EAST OF THE
 TW0410'NORTHEAST LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0453 ***********************************************************************
 TW0453  DESIGNATION -  YONA MUNI W T
 TW0453  PID         -  TW0453
 TW0453  STATE/COUNTY-  GU/
 TW0453  USGS QUAD   -  TALOFOFO (1975)
 TW0453
 TW0453                         *CURRENT SURVEY CONTROL
 TW0453  ___________________________________________________________________
 TW0453* NAD 83(1993)-  13 24 40.91304(N)    215 13 26.67314(W)     ADJUSTED  
 TW0453* GUVD63      -        96.     (meters)     315.     (feet)  SCALED    
 TW0453  ___________________________________________________________________
 TW0453  EPOCH DATE  -        1993.62
 TW0453  GEOID HEIGHT-          54.24  (meters)                     EGM96
 TW0453
 TW0453  HORZ ORDER  -  THIRD
 TW0453
 TW0453.The horizontal coordinates were established by classical geodetic methods
 TW0453.and adjusted by the National Geodetic Survey in September 1999..
 TW0453.The horizontal coordinates are valid at the epoch date displayed above.
 TW0453.The epoch date for horizontal control is a decimal equivalence
 TW0453.of Year/Month/Day.
 TW0453
 TW0453.The orthometric height was scaled from a topographic map.
 TW0453
 TW0453.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0453.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0453
 TW0453;                    North         East     Units Scale Factor Converg.
 TW0453;UTM  55      - 1,483,712.276   259,167.251   MT  1.00031754   -0 30 58.0
 TW0453
 TW0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0453!UTM  55      -   0.99997637  x   1.00031754  =   1.00029391
 TW0453
 TW0453                          SUPERSEDED SURVEY CONTROL
 TW0453
 TW0453  GU 63       -  13 24 35.75161(N)    215 13 35.38386(W) AD(       ) 3
 TW0453
 TW0453.Superseded values are not recommended for survey control.
 TW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0453.See file dsdata.txt to determine how the superseded data were derived.
 TW0453
 TW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5916783712(NAD 83)
 TW0453
 TW0453  HISTORY     - Date     Condition        Report By
 TW0453  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0453
 TW0453                          STATION DESCRIPTION
 TW0453
 TW0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0453'THE STATION IS LOCATED ON THE TOP OF A HILL IN THE NORTHEAST PART
 TW0453'OF YONA.
 TW0453'
 TW0453'THE STATION IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, PAINTED
 TW0453'SILVER IN COLOR WITH AN OVERALL HEIGHT OF 80 FEET.  A TRAVERSE
 TW0453'CONNECTION WAS MADE FROM TRIANGULATION STATION YONA, THE DISTANCE
 TW0453'BEING 17,745 METERS, 58.22 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0452 ***********************************************************************
 TW0452  DESIGNATION -  YONA ST FRANCIS CATH CHURCH
 TW0452  PID         -  TW0452
 TW0452  STATE/COUNTY-  GU/
 TW0452  USGS QUAD   -  TALOFOFO (1975)
 TW0452
 TW0452                         *CURRENT SURVEY CONTROL
 TW0452  ___________________________________________________________________
 TW0452* NAD 83(1993)-  13 24 33.77668(N)    215 13 24.68415(W)     ADJUSTED  
 TW0452* LOCAL TIDAL -                                                        
 TW0452  ___________________________________________________________________
 TW0452  EPOCH DATE  -        1993.62
 TW0452  GEOID HEIGHT-          54.22  (meters)                     EGM96
 TW0452
 TW0452  HORZ ORDER  -  THIRD
 TW0452
 TW0452.The horizontal coordinates were established by classical geodetic methods
 TW0452.and adjusted by the National Geodetic Survey in September 1999..
 TW0452.The horizontal coordinates are valid at the epoch date displayed above.
 TW0452.The epoch date for horizontal control is a decimal equivalence
 TW0452.of Year/Month/Day.
 TW0452
 TW0452
 TW0452.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0452.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0452
 TW0452;                    North         East     Units Scale Factor Converg.
 TW0452;UTM  55      - 1,483,492.364   259,225.129   MT  1.00031719   -0 30 57.2
 TW0452
 TW0452                          SUPERSEDED SURVEY CONTROL
 TW0452
 TW0452  GU 63       -  13 24 28.61487(N)    215 13 33.40090(W) AD(       ) 3
 TW0452
 TW0452.Superseded values are not recommended for survey control.
 TW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0452.See file dsdata.txt to determine how the superseded data were derived.
 TW0452
 TW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5922583492(NAD 83)
 TW0452_MARKER: 91 = CHURCH CROSS
 TW0452
 TW0452  HISTORY     - Date     Condition        Report By
 TW0452  HISTORY     - 1963     FIRST OBSERVED   CGS
 TW0452
 TW0452                          STATION DESCRIPTION
 TW0452
 TW0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0452'THE STATION IS LOCATED IN THE SOUTHEAST PART OF YONA, ON THE EAST
 TW0452'SIDE OF HIGHWAY 4.
 TW0452'
 TW0452'THE CHURCH IS GREEN IN COLOR, APPROXIMATELY 80 FEET LONG 40 FEET
 TW0452'WIDE AND APPROXIMATELY 60 FEET IN HEIGHT.  THE CROSS ATOP THE
 TW0452'CUPOLA WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0444 ***********************************************************************
 TW0444  DESIGNATION -  YPAN
 TW0444  PID         -  TW0444
 TW0444  STATE/COUNTY-  GU/GUAM
 TW0444  USGS QUAD   -  TALOFOFO (1975)
 TW0444
 TW0444                         *CURRENT SURVEY CONTROL
 TW0444  ___________________________________________________________________
 TW0444* NAD 83(1993)-  13 20 29.82912(N)    215 13 57.22477(W)     ADJUSTED  
 TW0444* GUVD63      -       126.     (meters)     413.     (feet)  SCALED    
 TW0444  ___________________________________________________________________
 TW0444  EPOCH DATE  -        1993.62
 TW0444  GEOID HEIGHT-          53.72  (meters)                     EGM96
 TW0444
 TW0444  HORZ ORDER  -  SECOND
 TW0444
 TW0444.The horizontal coordinates were established by classical geodetic methods
 TW0444.and adjusted by the National Geodetic Survey in September 1999..
 TW0444.The horizontal coordinates are valid at the epoch date displayed above.
 TW0444.The epoch date for horizontal control is a decimal equivalence
 TW0444.of Year/Month/Day.
 TW0444
 TW0444.The orthometric height was scaled from a topographic map.
 TW0444
 TW0444.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0444.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0444
 TW0444;                    North         East     Units Scale Factor Converg.
 TW0444;UTM  55      - 1,476,002.184   258,178.257   MT  1.00032345   -0 30 55.5
 TW0444
 TW0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0444!UTM  55      -   0.99997174  x   1.00032345  =   1.00029518
 TW0444
 TW0444                          SUPERSEDED SURVEY CONTROL
 TW0444
 TW0444  GU 63       -  13 20 24.65033(N)    215 14 05.94114(W) AD(       ) 2
 TW0444
 TW0444.Superseded values are not recommended for survey control.
 TW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0444.See file dsdata.txt to determine how the superseded data were derived.
 TW0444
 TW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ5817876002(NAD 83)
 TW0444_MARKER: DD = SURVEY DISK
 TW0444_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TW0444+WITH SETTING: INFORMATION.
 TW0444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TW0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TW0444
 TW0444  HISTORY     - Date     Condition        Report By
 TW0444  HISTORY     - 1963     MONUMENTED       CGS
 TW0444  HISTORY     - UNK      SEE DESCRIPTION
 TW0444
 TW0444                          STATION DESCRIPTION
 TW0444
 TW0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (NES)
 TW0444'A STANDARD GUAM GEODETIC TRIANGULATION NET DISK CEMENTED IN A DRILL
 TW0444'HOLE IN THE CORAL. SEE STATION TALOFOFO 2 FOR TO REACH.
 TW0444
 TW0444                          STATION RECOVERY (UNK )
 TW0444
 TW0444'RECOVERED UNK
 TW0444'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0439 ***********************************************************************
 TW0439  DESIGNATION -  YPAO
 TW0439  PID         -  TW0439
 TW0439  STATE/COUNTY-  GU/
 TW0439  USGS QUAD   -  AGANA (1968)
 TW0439
 TW0439                         *CURRENT SURVEY CONTROL
 TW0439  ___________________________________________________________________
 TW0439* NAD 83(1993)-  13 30 24.83902(N)    215 13 01.28446(W)     ADJUSTED  
 TW0439* GUVD63      -        62.7    (meters)     206.     (feet)  VERT ANG  
 TW0439  ___________________________________________________________________
 TW0439  EPOCH DATE  -        1993.62
 TW0439  X           -  -5,067,667.892 (meters)                     COMP
 TW0439  Y           -   3,577,101.866 (meters)                     COMP
 TW0439  Z           -   1,480,018.528 (meters)                     COMP
 TW0439  ELLIP HEIGHT-         117.68  (meters)          (11/30/94) GPS OBS
 TW0439  GEOID HEIGHT-          54.75  (meters)                     EGM96
 TW0439
 TW0439  HORZ ORDER  -  FIRST
 TW0439  ELLP ORDER  -  FIFTH     CLASS I
 TW0439
 TW0439.The horizontal coordinates were established by GPS observations
 TW0439.and adjusted by the National Geodetic Survey in November 1994..
 TW0439.The horizontal coordinates are valid at the epoch date displayed above.
 TW0439.The epoch date for horizontal control is a decimal equivalence
 TW0439.of Year/Month/Day.
 TW0439
 TW0439.The orthometric height was determined by vertical angle observations.
 TW0439
 TW0439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TW0439
 TW0439.The ellipsoidal height was determined by GPS observations
 TW0439.and is referenced to NAD 83.
 TW0439
 TW0439.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0439.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0439
 TW0439;                    North         East     Units Scale Factor Converg.
 TW0439;UTM  55      - 1,494,277.742   260,026.525   MT  1.00031242   -0 31 05.0
 TW0439
 TW0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TW0439!UTM  55      -   0.99998149  x   1.00031242  =   1.00029391
 TW0439
 TW0439                          SUPERSEDED SURVEY CONTROL
 TW0439
 TW0439  GU 63       -  13 30 19.69998(N)    215 13 10.00010(W) AD(       ) 1
 TW0439
 TW0439.Superseded values are not recommended for survey control.
 TW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TW0439.See file dsdata.txt to determine how the superseded data were derived.
 TW0439
 TW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ6002794278(NAD 83)
 TW0439_MARKER: DS = TRIANGULATION STATION DISK
 TW0439_SETTING: 66 = SET IN ROCK OUTCROP
 TW0439_SP_SET: CONCRETE IN ROCK OUTCROP
 TW0439_STAMPING: YPAO
 TW0439_MARK LOGO: GUGS  
 TW0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TW0439+STABILITY: POSITION/ELEVATION WELL
 TW0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TW0439+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 TW0439
 TW0439  HISTORY     - Date     Condition        Report By
 TW0439  HISTORY     - 1963     MONUMENTED       GUGS
 TW0439  HISTORY     - 19930804 GOOD             NOS
 TW0439
 TW0439                          STATION DESCRIPTION
 TW0439
 TW0439'DESCRIBED BY GUAM GEODETIC SURVEY 1963 (NES)
 TW0439'THE STATION IS 3 MILES NORTHEAST OF AGANA, AT THE NORTH END OF
 TW0439'TAMUNING, ON THE NORTHEAST SIDE OF THE GUAM MEMORIAL HOSPITAL, ON
 TW0439'THE HIGHEST PART OF A PROMINENT, BRUSH COVERED BLUFF WHICH OVERLOOKS
 TW0439'TUMON BAY.
 TW0439'
 TW0439'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 14, IN
 TW0439'TAMUNING, GO NORTH ON HIGHWAY 14 FOR 1.3 MILES TO A T ROAD AT THE
 TW0439'WEST SIDE OF THE HOSPITAL.  TURN LEFT AND GO NORTH AND EAST,
 TW0439'AROUND THE NORTH END OF THE HOSPITAL, FOR 0.2 MILE TO A PARKING
 TW0439'AREA AT THE NORTH SIDE OF THE HOSPITAL.  FROM HERE PACK EASTERLY
 TW0439'ABOUT 100 YARDS TO THE TOP OF THE KNOLL AND THE STATION.
 TW0439'
 TW0439'THE STATION MARK IS A STANDARD GUAM GEODETIC TRIANGULATION NET
 TW0439'DISK STAMPED---YPAO 1963---, SET IN AN IRREGULAR MASS OF CONCRETE
 TW0439'IN A LARGE CORAL OUTCROP.
 TW0439'
 TW0439'NOTE--THE ORIGINAL SHELL CASING MARK WAS DESTROYED AND THE NEW
 TW0439'MARK SET IN THE APPROXIMATE SAME LOCATION.
 TW0439
 TW0439                          STATION RECOVERY (1993)
 TW0439
 TW0439'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TW0439'THE STATION IS ON THE ISLAND OF GUAM, USA, 3 MI (4.8 KM) NE OF AGANA,
 TW0439'AT THE N END OF TAMUNING, ON THE NE SIDE OF THE GUAM MEMORIAL
 TW0439'HOSPITAL, ON THE HIGHEST PART OF A PROMINENT, BRUSH COVERED BLUFF
 TW0439'WHICH OVERLOOKS TUMON BAY. TO REACH THE STATION FROM THE JUNCTION OF
 TW0439'HIGHWAYS 1 AND 14 IN TAMUNING, GO N ON HIGHWAY 14 FOR 1.3 MI (2.1 KM)
 TW0439'TO A TRAFFIC CIRCLE. GO AROUND THE TRAFFIC CIRCLE AND PROCEED N AND E
 TW0439'AROUND THE N END OF THE HOSPITAL FOR .2 MI (0.3 KM) TO A PARKING AREA
 TW0439'AT THE N END OF THE HOSPITAL. FROM THE PARKING AREA PACK E ABOUT 300
 TW0439'FT (91.4 M) TO THE TOP OF THE KNOLL AND THE STATION. THE STATION IS A
 TW0439'STANDARD GUAM GEODETIC TRIANGLUATION DISK STAMPED -YPAO 1963- AND IS
 TW0439'SET IN AN IRREGULAR MASS OF CONCRETE IN A LARGE CORAL OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TW0127 ***********************************************************************
 TW0127  DESIGNATION -  Z 1
 TW0127  PID         -  TW0127
 TW0127  STATE/COUNTY-  GU/GUAM
 TW0127  USGS QUAD   -  AGAT (1975)
 TW0127
 TW0127                         *CURRENT SURVEY CONTROL
 TW0127  ___________________________________________________________________
 TW0127* NAD 83(1986)-  13 19 23.     (N)    215 19 38.     (W)     SCALED    
 TW0127* GUVD63      -       224.982  (meters)     738.13   (feet)  ADJ UNCH  
 TW0127  ___________________________________________________________________
 TW0127  GEOID HEIGHT-          53.90  (meters)                     EGM96
 TW0127
 TW0127  VERT ORDER  -  FIRST     CLASS II
 TW0127
 TW0127.The horizontal coordinates were scaled from a topographic map and have
 TW0127.an estimated accuracy of +/- 6 seconds.
 TW0127
 TW0127.The orthometric height was key entered from printed documents
 TW0127.and not key verified.
 TW0127
 TW0127.The geoid height was determined by EARTH GRAVITY MODEL 96.
 TW0127.The EGM96 model is referenced to the WGS84 ellipsoid.
 TW0127
 TW0127                          SUPERSEDED SURVEY CONTROL
 TW0127
 TW0127.No superseded survey control is available for this station.
 TW0127
 TW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBQ479740(NAD 83)
 TW0127_MARKER: DD = SURVEY DISK
 TW0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TW0127_SP_SET: CULVERT HAEDWALL
 TW0127_STAMPING: Z 1
 TW0127_MARK LOGO: GUGS  
 TW0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 TW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TW0127+STABILITY: SURFACE MOTION
 TW0127
 TW0127  HISTORY     - Date     Condition        Report By
 TW0127  HISTORY     - 1963     MONUMENTED       GUGS
 TW0127  HISTORY     - 1963     GOOD             GUGS
 TW0127
 TW0127                          STATION DESCRIPTION
 TW0127
 TW0127'DESCRIBED BY GUAM GEODETIC SURVEY 1963
 TW0127'NO DESCRIPTION SUMBMITTED.
 TW0127
 TW0127                          STATION RECOVERY (1963)
 TW0127
 TW0127'RECOVERY NOTE BY GUAM GEODETIC SURVEY 1963
 TW0127'2.7 MILE NORTH ALONG HIGHWAY 2 FROM THE POST OFFICE IN UMATAC, 28 FEET
 TW0127'WEST OF THE CENTER OF HIGHWAY 2, 3 FEET NORTH OF THE SOUTH CORNER OF
 TW0127'THE HEADWALL OF A CONCRETE CULVERT AND 3 FEET SOUTH OF THE NORTH END
 TW0127'OF THE HEADWALL.
 TW0127' 
 TW0127'THE MARK IS A GUAM GEODETIC NET DISK, CEMENTED IN A DRILL HOLE IN THE
 TW0127'HEADWALL OF A CONCRETE CULVERT ALONG THE WEST SIDE OF HIGHWAY 2.

 *** retrieval complete.
