














                                  SURVEY CONTROL DATA
                                
                             STATE=CQ
                             [OCTOBER  5, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4412 ***********************************************************************
 AA4412  DESIGNATION -  11854 DOPPLER
 AA4412  PID         -  AA4412
 AA4412  STATE/COUNTY-  CQ/
 AA4412  USGS QUAD   -  
 AA4412
 AA4412                         *CURRENT SURVEY CONTROL
 AA4412  ___________________________________________________________________
 AA4412* NAD 83(1993)-  15 14 57.70751(N)    214 12 14.38833(W)     ADJUSTED  
 AA4412* LOCAL TIDAL -       276.     (meters)     906.     (feet)  GPS OBS   
 AA4412  ___________________________________________________________________
 AA4412  EPOCH DATE  -        1993.62
 AA4412  X           -  -5,090,695.206 (meters)                     COMP
 AA4412  Y           -   3,460,152.033 (meters)                     COMP
 AA4412  Z           -   1,666,823.403 (meters)                     COMP
 AA4412  ELLIP HEIGHT-         330.95  (meters)          (11/30/94) GPS OBS
 AA4412  GEOID HEIGHT-          52.77  (meters)                     EGM96
 AA4412
 AA4412  HORZ ORDER  -  FIRST
 AA4412  ELLP ORDER  -  FIFTH     CLASS I
 AA4412
 AA4412.The horizontal coordinates were established by GPS observations
 AA4412.and adjusted by the National Geodetic Survey in November 1994..
 AA4412.No horizontal observational check was made to the station.
 AA4412.The horizontal coordinates are valid at the epoch date displayed above.
 AA4412.The epoch date for horizontal control is a decimal equivalence
 AA4412.of Year/Month/Day.
 AA4412
 AA4412.The orthometric height was determined by GPS observations and a
 AA4412.high-resolution geoid model.
 AA4412.No vertical observational check was made to the station.
 AA4412
 AA4412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4412
 AA4412.The ellipsoidal height was determined by GPS observations
 AA4412.and is referenced to NAD 83.
 AA4412
 AA4412.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4412.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4412
 AA4412;                    North         East     Units Scale Factor Converg.
 AA4412;UTM  55      - 1,686,264.322   370,704.325   MT  0.99980675   -0 19 00.2
 AA4412
 AA4412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4412!UTM  55      -   0.99994796  x   0.99980675  =   0.99975472
 AA4412
 AA4412                          SUPERSEDED SURVEY CONTROL
 AA4412
 AA4412.No superseded survey control is available for this station.
 AA4412
 AA4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS7070486264(NAD 83)
 AA4412_MARKER: DD = SURVEY DISK
 AA4412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4412_SP_SET: ASPHALT PAVEMENT
 AA4412_STAMPING: 11854 1989 GSG
 AA4412_MARK LOGO: DMA   
 AA4412_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4412+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1993
 AA4412
 AA4412  HISTORY     - Date     Condition        Report By
 AA4412  HISTORY     - 1989     MONUMENTED       DOD
 AA4412  HISTORY     - 19930810 GOOD             NOS
 AA4412
 AA4412                          STATION DESCRIPTION
 AA4412
 AA4412'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4412'THE STATION IS LOCATED IN NORTH CENTRAL SAIPAN, COMMONWEALTH OF THE
 AA4412'NORTHERN MARIANA ISLANDS. TO REACH THE STATION FROM THE SAIPAN POST
 AA4412'OFFICE LOCATED IN THE CAPITAL HILL CONVENTION CENTER, PROCEED WEST ON
 AA4412'CAPITAL HILL ROAD FOR 1.55 MI (2.49 KM) TO THE INTERSECTION WITH BEACH
 AA4412'ROAD.  TURN RIGHT ONTO BEACH ROAD AND CONTINUE FOR 2.45 MI (3.94 KM)
 AA4412'TO A PAVED ROAD ON THE RIGHT WITH A SIGN STATING U. S. AIRFORCE PACBAR
 AA4412'III RADAR. TURN RIGHT AND FOLLOW THE MAIN ROAD UP THE MOUNTAIN FOR
 AA4412'2.45 MI (3.94 KM) TO THE PACBAR III RADAR COMPOUND AT THE END OF THE
 AA4412'ROAD. THE RADAR SITE IS IN A FENCED COMPOUND.  PROCEED THROUGH THE
 AA4412'GUARDED GATE AND TO THE STATION IN THE PAVED AREA NORTH OF THE
 AA4412'OPERATIONS BUILDING. THE STATION IS A STANDARD DEFENSE MAPPING AGENCY
 AA4412'BRONZE DISK STAMPED -11854 1989 GSG-, EPOXIED FLUSH WITH THE ASPHALT
 AA4412'PAVEMENT IN THE NORTHWEST CORNER OF THE PAVED AREA IN THE RADAR
 AA4412'COMPOUND.  IT IS 18.4 M (60.4 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 AA4412'THE OPERATIONS BUILDING, 10.47 M (34.35 FT) NORTHWEST OF THE NORTHWEST
 AA4412'CORNER OF THE WESTERN MOST OF TWO AIR CONDITIONING UNITS, 1.47 M (4.82
 AA4412'FT) EAST OF THE WEST METAL GUARD RAIL AND 1.3 M (4.3 FT) SOUTH OF THE
 AA4412'NORTH GUARD RAIL. RM1 IS A STANDARD DEFENSE MAPPING AGENCY BRONZE DISK
 AA4412'STAMPED -RM 1 1989 GSG- EPOXIED FLUSH WITH THE ASPHALT PAVEMENT IN THE
 AA4412'SOUTHWEST CORNER OF THE PAVED AREA IN THE RADAR COMPOUND.  IT IS 9.2 M
 AA4412'(30.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESTERN MOST OF TWO
 AA4412'AIR CONDITIONING UNITS, 7.05 M (23.13 FT) EAST OF THE NORTHWEST CORNER
 AA4412'OF THE OPERATIONS BUILDING AND 1.31 M (4.30 FT) NORTH OF THE
 AA4412'OPERATIONS BUILDINGS NORTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3983 ***********************************************************************
 DG3983  DESIGNATION -  163 3227 TIDAL CPA 1
 DG3983  PID         -  DG3983
 DG3983  STATE/COUNTY-  CQ/
 DG3983  USGS QUAD   -  
 DG3983
 DG3983                         *CURRENT SURVEY CONTROL
 DG3983  ___________________________________________________________________
 DG3983* NAD 83(1986)-  15 13 37.     (N)    214 16 02.     (W)     SCALED    
 DG3983* NMVD03      -         1.952  (meters)       6.40   (feet)  ADJUSTED  
 DG3983  ___________________________________________________________________
 DG3983  GEOID HEIGHT-          53.17  (meters)                     EGM96
 DG3983
 DG3983  VERT ORDER  -  FIRST     CLASS II
 DG3983
 DG3983.The horizontal coordinates were scaled from a topographic map and have
 DG3983.an estimated accuracy of +/- 6 seconds.
 DG3983
 DG3983.The orthometric height was determined by differential leveling
 DG3983.and adjusted by the National Geodetic Survey in October 2004..
 DG3983
 DG3983.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3983.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3983
 DG3983                          SUPERSEDED SURVEY CONTROL
 DG3983
 DG3983.No superseded survey control is available for this station.
 DG3983
 DG3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS638838(NAD 83)
 DG3983_MARKER: DB = BENCH MARK DISK
 DG3983_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3983+WITH SETTING: PAVEMENT
 DG3983_SP_SET: FACILITY FLOOR
 DG3983_MARK LOGO: USGS  
 DG3983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3983+STABILITY: SURFACE MOTION
 DG3983
 DG3983  HISTORY     - Date     Condition        Report By
 DG3983  HISTORY     - UNK      MONUMENTED       USGS
 DG3983  HISTORY     - 20030530 GOOD             CNMI
 DG3983
 DG3983                          STATION DESCRIPTION
 DG3983
 DG3983'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3983'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3983'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3983'INTERSECTION OF CROSS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3983'APPROXIMATELY 5.0 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3983'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3983'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3983'JUST PAST THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3983'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NORTHEAST SIDE OF THE PORT
 DG3983'FACILITY.  THE STATION IS IN EXTREME NORTHWEST CORNER OF THE PORT
 DG3983'FACILITY.  THE DISK IS 70.00 METERS (229.66 FT) NORTH OF THE SOUTH END
 DG3983'OF ABLE DOCK, 0.58 METERS (1.90 FT) SOUTH FROM THE NORTH EDGE OF BAKER
 DG3983'DOCK, 0.55 METERS (1.80 FT) EAST OF THE WEST EDGE OF ABLE DOCK.  CPA-1
 DG3983'IS AN UNSTAMPED BRASS DISK SET FLUSH IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3984 ***********************************************************************
 DG3984  DESIGNATION -  163 3227 TIDAL CPA 2
 DG3984  PID         -  DG3984
 DG3984  STATE/COUNTY-  CQ/
 DG3984  USGS QUAD   -  
 DG3984
 DG3984                         *CURRENT SURVEY CONTROL
 DG3984  ___________________________________________________________________
 DG3984* NAD 83(1986)-  15 13 37.     (N)    214 16 00.     (W)     SCALED    
 DG3984* NMVD03      -         2.196  (meters)       7.20   (feet)  ADJUSTED  
 DG3984  ___________________________________________________________________
 DG3984  GEOID HEIGHT-          53.17  (meters)                     EGM96
 DG3984
 DG3984  VERT ORDER  -  FIRST     CLASS II
 DG3984
 DG3984.The horizontal coordinates were scaled from a topographic map and have
 DG3984.an estimated accuracy of +/- 6 seconds.
 DG3984
 DG3984.The orthometric height was determined by differential leveling
 DG3984.and adjusted by the National Geodetic Survey in October 2004..
 DG3984
 DG3984.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3984.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3984
 DG3984                          SUPERSEDED SURVEY CONTROL
 DG3984
 DG3984.No superseded survey control is available for this station.
 DG3984
 DG3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS639838(NAD 83)
 DG3984_MARKER: DB = BENCH MARK DISK
 DG3984_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3984+WITH SETTING: PAVEMENT
 DG3984_SP_SET: BULL RAIL
 DG3984_MARK LOGO: USGS  
 DG3984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3984+STABILITY: SURFACE MOTION
 DG3984
 DG3984  HISTORY     - Date     Condition        Report By
 DG3984  HISTORY     - UNK      MONUMENTED       USGS
 DG3984  HISTORY     - 20030530 GOOD             CNMI
 DG3984
 DG3984                          STATION DESCRIPTION
 DG3984
 DG3984'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3984'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3984'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3984'INTERSECTION OF CROS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3984'APPROXIMATELY 5 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3984'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3984'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3984'JUST PAST THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3984'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NORTHEAST SIDE OF THE PORT
 DG3984'FACILITY.  THE STATION IS IN THE CONCRETE BULL RAIL IN THE EXTREME
 DG3984'WEST SOUTHWEST CORNER OF THE PORT.  70.01 METERS (229.69 FT) SOUTH OF
 DG3984'THE NORTH EDGE OF BAKER DOCK, 1.60 METERS (5.25 FT) EAST OF THE WEST
 DG3984'END OF THE BULL RAIL, 0.19 METERS (0.62 FT) NORTH OF THE SOUTH END OF
 DG3984'THE BULL RAIL, AND 0.33 METERS (1.08 FT) ABOVE THE PIER DECK.  THE
 DG3984'MARK IS SET FLUSH IN THE CONCRETE BULL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3987 ***********************************************************************
 DG3987  DESIGNATION -  163 3227 TIDAL UH 1
 DG3987  PID         -  DG3987
 DG3987  STATE/COUNTY-  CQ/
 DG3987  USGS QUAD   -  
 DG3987
 DG3987                         *CURRENT SURVEY CONTROL
 DG3987  ___________________________________________________________________
 DG3987* NAD 83(1986)-  15 13 37.     (N)    214 15 47.     (W)     SCALED    
 DG3987* NMVD03      -         1.701  (meters)       5.58   (feet)  ADJUSTED  
 DG3987  ___________________________________________________________________
 DG3987  GEOID HEIGHT-          53.14  (meters)                     EGM96
 DG3987
 DG3987  VERT ORDER  -  FIRST     CLASS II
 DG3987
 DG3987.The horizontal coordinates were scaled from a topographic map and have
 DG3987.an estimated accuracy of +/- 6 seconds.
 DG3987
 DG3987.The orthometric height was determined by differential leveling
 DG3987.and adjusted by the National Geodetic Survey in October 2004..
 DG3987
 DG3987.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3987.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3987
 DG3987                          SUPERSEDED SURVEY CONTROL
 DG3987
 DG3987.No superseded survey control is available for this station.
 DG3987
 DG3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS643838(NAD 83)
 DG3987_MARKER: B = BOLT
 DG3987_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3987+WITH SETTING: PAVEMENT
 DG3987_SP_SET: DOCK
 DG3987_MARK LOGO: NONE  
 DG3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3987+STABILITY: SURFACE MOTION
 DG3987
 DG3987  HISTORY     - Date     Condition        Report By
 DG3987  HISTORY     - UNK      MONUMENTED       UHI
 DG3987  HISTORY     - 20030530 GOOD             CNMI
 DG3987
 DG3987                          STATION DESCRIPTION
 DG3987
 DG3987'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3987'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3987'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3987'INTERSECTION OF CROSS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3987'APPROXIMATELY 5.0 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3987'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3987'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3987'JUST PAST THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3987'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NORTHEAST SIDE OF THE PORT
 DG3987'FACILITY.  THE STATION IS IN THE NORTHEAST CORNER OF DELTA DOCK. 18.71
 DG3987'METERS (61.38 FT) EAST OF THE NORTHWEST CORNER, 0.47 METERS (1.54 FT)
 DG3987'WEST OF THE EAST PIER FACE (DELTA-3) AND 0.42 METERS (1.38 FT) SOUTH
 DG3987'OF THE NORTH PIER FACE (DELTA-2) .  THE MARK IS A SS HEX BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3988 ***********************************************************************
 DG3988  DESIGNATION -  163 3227 TIDAL UH 2C
 DG3988  PID         -  DG3988
 DG3988  STATE/COUNTY-  CQ/
 DG3988  USGS QUAD   -  
 DG3988
 DG3988                         *CURRENT SURVEY CONTROL
 DG3988  ___________________________________________________________________
 DG3988* NAD 83(2002)-  15 13 34.73150(N)    214 15 45.39433(W)     ADJUSTED  
 DG3988* NMVD03      -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 DG3988  ___________________________________________________________________
 DG3988  EPOCH DATE  -        2002.00
 DG3988  X           -  -5,087,487.659 (meters)                     COMP
 DG3988  Y           -   3,465,585.998 (meters)                     COMP
 DG3988  Z           -   1,664,290.360 (meters)                     COMP
 DG3988  ELLIP HEIGHT-          56.06  (meters)          (06/14/04) GPS OBS
 DG3988  GEOID HEIGHT-          53.14  (meters)                     EGM96
 DG3988
 DG3988  HORZ ORDER  -  A
 DG3988  VERT ORDER  -  FIRST     CLASS II
 DG3988  ELLP ORDER  -  SECOND    CLASS I
 DG3988
 DG3988.The horizontal coordinates were established by GPS observations
 DG3988.and adjusted by the National Geodetic Survey in June 2004..
 DG3988.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3988.DATUM ITEM on the data sheet items page.
 DG3988.The horizontal coordinates are valid at the epoch date displayed above.
 DG3988.The epoch date for horizontal control is a decimal equivalence
 DG3988.of Year/Month/Day.
 DG3988
 DG3988.The orthometric height was determined by differential leveling
 DG3988.and adjusted by the National Geodetic Survey in April 2003..
 DG3988
 DG3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3988
 DG3988.The ellipsoidal height was determined by GPS observations
 DG3988.and is referenced to NAD 83.
 DG3988
 DG3988.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3988.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3988
 DG3988;                    North         East     Units Scale Factor Converg.
 DG3988;UTM  55      - 1,683,750.068   364,394.340   MT  0.99982743   -0 19 54.0
 DG3988
 DG3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3988!UTM  55      -   0.99999119  x   0.99982743  =   0.99981862
 DG3988
 DG3988                          SUPERSEDED SURVEY CONTROL
 DG3988
 DG3988.No superseded survey control is available for this station.
 DG3988
 DG3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6439483750(NAD 83)
 DG3988_MARKER: B = BOLT
 DG3988_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3988+WITH SETTING: PAVEMENT
 DG3988_SP_SET: DECK
 DG3988_MARK LOGO: NONE  
 DG3988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3988+STABILITY: SURFACE MOTION
 DG3988
 DG3988  HISTORY     - Date     Condition        Report By
 DG3988  HISTORY     - UNK      MONUMENTED       UHI
 DG3988  HISTORY     - 20030530 GOOD             CNMI
 DG3988  HISTORY     - 20040304 GOOD             CO-OPS
 DG3988
 DG3988                          STATION DESCRIPTION
 DG3988
 DG3988'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3988'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3988'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3988'INTERSECTION OF CORSS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3988'APPROXIMATELY 5.0 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3988'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3988'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3988'JUST PAST THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3988'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NORTHEAST SIDE OF THE PORT
 DG3988'FACILITY.  THE STATION IS EMBEDDED IN CONCRETE DECK WHERE THE EAST
 DG3988'FACE OF DELTA DOCK (DELTA -3) MEETS THE EAST FACE OF THE PARKING LOT
 DG3988'FRONTING THE PORT BUILDING.  THE BOLT IS 2.82 M (9.25 FT) SSE OF THE
 DG3988'SE CORNER OF A DIESEL CONTAINMENT WALL, 2.55 M (8.37 FT) NNE OF
 DG3988'UTILITY POLE NO 7, AND 1.14 M (3.74 FT) WEST OF THE PIER FACE.  THE
 DG3988'BENCH MARK IS UN-STAMPED UNIVERSITY OF HAWAII 9/16 INCH SS HEX HEAD
 DG3988'BOLT.
 DG3988
 DG3988                          STATION RECOVERY (2004)
 DG3988
 DG3988'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2004 (JRH)
 DG3988'ADJUSTMENT ID=00000434 (NORTHERN MARIANAS VERTICAL DATUM=NM),
 DG3988'SPECIFICALLY FOR THE ISLAND OF SAIPAN, IN 2004 -
 DG3988'
 DG3988'COMPUTATION OF HEIGHT FOR CONSTRAINT FOLLOWS...
 DG3988'
 DG3988'USING DATA WITH A PUBLICATION DATE OF 04/21/2003 FOR
 DG3988'TANAPAG HARBOR, SAIPAN, N MARIANAS IS,
 DG3988'TIDE STATION 163 3227 BASED ON THE FOLLOWING--
 DG3988'
 DG3988'LENGTH OF SERIES                = 5 MONTHS
 DG3988'TIME PERIOD                     = OCTOBER 2000 - FEBRUARY 2001
 DG3988'TIDAL EPOCH                     = 1983-2001
 DG3988'CONTROL TIDE STATION            = 1630000 GUAM, APRA HARBOR
 DG3988'
 DG3988'BENCH MARK ELEVATION INFORMATION        IN METERS ABOVE
 DG3988'
 DG3988'     STAMPING OR DESIGNATION            MLLW        MHW
 DG3988'
 DG3988'     163 3227 UH-2C                    2.049      1.420
 DG3988'
 DG3988'USING ELEVATIONS OF MEAN HIGH WATER (MHW) AND MEAN SEA LEVEL (MSL)
 DG3988'TIDAL DATUMS REFERRED TO MEAN LOWER LOW WATER (MLLW), IN METERS -
 DG3988'
 DG3988'(MHW - MSL) = 0.629 - 0.392 = 0.237 METER
 DG3988'
 DG3988'(MHW - MSL) + MHW FOR 163 3227 UH-2C = 0.237 + 1.420 = 1.657 METERS
 DG3988'
 DG3988'
 DG3988'THE ORTHOMETRIC HEIGHTS, RESULTING FROM THE 2004 ADJUSTMENT OF THE
 DG3988'2003 LEVELING OBSERVATIONS DONE ON THE ISLAND OF SAIPAN, WERE COMPUTED
 DG3988'BASED ON NORMAL GRAVITY (SEE USC+GS SPECIAL PUBLICATION 240).
 DG3988'NOTE--IF ACTUAL GRAVITY VALUES BECOME AVAILABLE IN THE NORTHERN
 DG3988'MARIANAS, 'TRUE' ORTHOMETRIC HEIGHTS MAY BE RECOMPUTED LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3986 ***********************************************************************
 DG3986  DESIGNATION -  163 3227 TIDAL UH 3B
 DG3986  PID         -  DG3986
 DG3986  STATE/COUNTY-  CQ/
 DG3986  USGS QUAD   -  
 DG3986
 DG3986                         *CURRENT SURVEY CONTROL
 DG3986  ___________________________________________________________________
 DG3986* NAD 83(1986)-  15 13 34.     (N)    214 15 46.     (W)     SCALED    
 DG3986* NMVD03      -         1.591  (meters)       5.22   (feet)  ADJUSTED  
 DG3986  ___________________________________________________________________
 DG3986  GEOID HEIGHT-          53.14  (meters)                     EGM96
 DG3986
 DG3986  VERT ORDER  -  FIRST     CLASS II
 DG3986
 DG3986.The horizontal coordinates were scaled from a topographic map and have
 DG3986.an estimated accuracy of +/- 6 seconds.
 DG3986
 DG3986.The orthometric height was determined by differential leveling
 DG3986.and adjusted by the National Geodetic Survey in October 2004..
 DG3986
 DG3986.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3986.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3986
 DG3986                          SUPERSEDED SURVEY CONTROL
 DG3986
 DG3986.No superseded survey control is available for this station.
 DG3986
 DG3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS643837(NAD 83)
 DG3986_MARKER: B = BOLT
 DG3986_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3986+WITH SETTING: PAVEMENT
 DG3986_SP_SET: SIGN BASE
 DG3986_MARK LOGO: NONE  
 DG3986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3986+STABILITY: SURFACE MOTION
 DG3986
 DG3986  HISTORY     - Date     Condition        Report By
 DG3986  HISTORY     - UNK      MONUMENTED       UHI
 DG3986  HISTORY     - 20030530 GOOD             CNMI
 DG3986
 DG3986                          STATION DESCRIPTION
 DG3986
 DG3986'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3986'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3986'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3986'INTERSECTION OF CROSS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3986'APPROXIMATELY 5.0 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3986'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3986'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3986'JUST PAS THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3986'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NORTHEAST SIDE OF THE PORT
 DG3986'FACILITY.  THE STATION IS BELOW THE MOBILE SIGN, NEAR THE SOUTHWEST
 DG3986'CORNER OF DELTA DOCK, WHERE THE WEST FACE OF DELTA -1 MEETS THE NORTH
 DG3986'FACE OF THE PARKING LOT FRONTING THE PORT BUILDING.  THE MARK IS A 1/4
 DG3986'INCH SS SQUARE HEADED BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3989 ***********************************************************************
 DG3989  DESIGNATION -  163 3227 TIDAL UH 4B
 DG3989  PID         -  DG3989
 DG3989  STATE/COUNTY-  CQ/
 DG3989  USGS QUAD   -  
 DG3989
 DG3989                         *CURRENT SURVEY CONTROL
 DG3989  ___________________________________________________________________
 DG3989* NAD 83(1986)-  15 13 33.     (N)    214 15 47.     (W)     SCALED    
 DG3989* NMVD03      -         1.972  (meters)       6.47   (feet)  ADJUSTED  
 DG3989  ___________________________________________________________________
 DG3989  GEOID HEIGHT-          53.14  (meters)                     EGM96
 DG3989
 DG3989  VERT ORDER  -  FIRST     CLASS II
 DG3989
 DG3989.The horizontal coordinates were scaled from a topographic map and have
 DG3989.an estimated accuracy of +/- 6 seconds.
 DG3989
 DG3989.The orthometric height was determined by differential leveling
 DG3989.and adjusted by the National Geodetic Survey in October 2004..
 DG3989
 DG3989.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3989.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3989
 DG3989                          SUPERSEDED SURVEY CONTROL
 DG3989
 DG3989.No superseded survey control is available for this station.
 DG3989
 DG3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS643836(NAD 83)
 DG3989_MARKER: B = BOLT
 DG3989_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3989+WITH SETTING: PAVEMENT
 DG3989_SP_SET: FLAGPOLE BASE
 DG3989_MARK LOGO: NONE  
 DG3989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3989+STABILITY: SURFACE MOTION
 DG3989
 DG3989  HISTORY     - Date     Condition        Report By
 DG3989  HISTORY     - UNK      MONUMENTED       UHI
 DG3989  HISTORY     - 20030530 GOOD             CNMI
 DG3989
 DG3989                          STATION DESCRIPTION
 DG3989
 DG3989'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3989'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3989'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3989'INTERSECTION OF CROSS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3989'APPROXIMATELY 5.0 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3989'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3989'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3989'JUST PAST THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3989'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NE SIDE OF THE PORT
 DG3989'FACILITY.  THE STATION IS IN THE FLAG POLE BASE NORTH OF THE PORT
 DG3989'BUILDING, 46.53 M (152.66 FT) WEST OF THE EAST PIER FACE, 42.21 M
 DG3989'(138.48 FT) SOUTH OF THE NORTH PIER FACE, AND 0.67 M (2.20 FT) NORTH
 DG3989'OF THE CENTER FLAG POLE.  THE MARK IS A 6/16 INCH SS HEX BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3985 ***********************************************************************
 DG3985  DESIGNATION -  163 3227 TIDAL UH 5B
 DG3985  PID         -  DG3985
 DG3985  STATE/COUNTY-  CQ/
 DG3985  USGS QUAD   -  
 DG3985
 DG3985                         *CURRENT SURVEY CONTROL
 DG3985  ___________________________________________________________________
 DG3985* NAD 83(1986)-  15 13 34.     (N)    214 15 48.     (W)     SCALED    
 DG3985* NMVD03      -         1.433  (meters)       4.70   (feet)  ADJUSTED  
 DG3985  ___________________________________________________________________
 DG3985  GEOID HEIGHT-          53.14  (meters)                     EGM96
 DG3985
 DG3985  VERT ORDER  -  FIRST     CLASS II
 DG3985
 DG3985.The horizontal coordinates were scaled from a topographic map and have
 DG3985.an estimated accuracy of +/- 6 seconds.
 DG3985
 DG3985.The orthometric height was determined by differential leveling
 DG3985.and adjusted by the National Geodetic Survey in October 2004..
 DG3985
 DG3985.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3985.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3985
 DG3985                          SUPERSEDED SURVEY CONTROL
 DG3985
 DG3985.No superseded survey control is available for this station.
 DG3985
 DG3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS643837(NAD 83)
 DG3985_MARKER: B = BOLT
 DG3985_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3985+WITH SETTING: PAVEMENT
 DG3985_SP_SET: DOCK DECK
 DG3985_MARK LOGO: NONE  
 DG3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3985+STABILITY: SURFACE MOTION
 DG3985
 DG3985  HISTORY     - Date     Condition        Report By
 DG3985  HISTORY     - UNK      MONUMENTED       UHI
 DG3985  HISTORY     - 20030530 GOOD             CNMI
 DG3985
 DG3985                          STATION DESCRIPTION
 DG3985
 DG3985'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3985'THE STATION IS LOCATED IN COMMONWEALTH PORT AUTHORITY (CPA) FACILITY
 DG3985'IN SAIPAN HARBOR AKA TANAPAG HARBOR.  TO REACH THE STATION FROM THE
 DG3985'INTERSECTION OF CROSS ISLAND ROAD AND MIDDLE ROAD PROCEED NORTH
 DG3985'APPROXIMATELY 5.0 MILES.  (8.0 KM) TURN LEFT (WEST) IMMEDIATELY AFTER
 DG3985'THE WESTPAC BUILDING (WHICH IS LOCATED ON THE WEST SIDE OF MIDDLE
 DG3985'ROAD) .  THE UNNAMED ROAD WILL BEND TO THE SOUTH.  TURN RIGHT (WEST)
 DG3985'JUST PAS THE PORT OF SAIPAN BUILDING AND PROCEED THROUGH THE PARKING
 DG3985'TOLL BOOTH AND TURN RIGHT TOWARD THE NORTH NORTHEAST SIDE OF THE PORT
 DG3985'FACILITY.  THE STATION IS NEAR THE SOUTHEAST CORNER OF CHARLIE DOCK
 DG3985'WHERE THE EAST FACE OF CHARLIE DOCK MEETS THE NORTH FACE OF THE
 DG3985'PARKING LOT FRONTING THE PORT BUILDING.  20.56 METERS (67.45 FT) SOUTH
 DG3985'OF THE SOUTHEAST MOST LARGE BOLLARD ON CHARLIE DOCK, 5.35 METERS
 DG3985'(17.55 FT) NORTH OF THE CORNER OF DOCK, AND 0.19 METERS (0.62 FT) WEST
 DG3985'OF THE EAST FACE OF CHARLIE DOCK.  THE MARK IS A 1 1/4 INCH SS SQUARE
 DG3985'HEADED PIN MARKER SET IN THE CONCRETE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3991 ***********************************************************************
 DG3991  DESIGNATION -  A CABLAY DEDO
 DG3991  PID         -  DG3991
 DG3991  STATE/COUNTY-  CQ/
 DG3991  USGS QUAD   -  
 DG3991
 DG3991                         *CURRENT SURVEY CONTROL
 DG3991  ___________________________________________________________________
 DG3991* NAD 83(1986)-  14 10 39.     (N)    214 44 09.     (W)     SCALED    
 DG3991* NMVD03      -       135.294  (meters)     443.88   (feet)  ADJUSTED  
 DG3991  ___________________________________________________________________
 DG3991  GEOID HEIGHT-          53.79  (meters)                     EGM96
 DG3991
 DG3991  VERT ORDER  -  FIRST     CLASS II
 DG3991
 DG3991.The horizontal coordinates were scaled from a topographic map and have
 DG3991.an estimated accuracy of +/- 6 seconds.
 DG3991
 DG3991.The orthometric height was determined by differential leveling
 DG3991.and adjusted by the National Geodetic Survey in October 2004..
 DG3991.No vertical observational check was made to the station.
 DG3991
 DG3991.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3991.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3991
 DG3991                          SUPERSEDED SURVEY CONTROL
 DG3991
 DG3991.No superseded survey control is available for this station.
 DG3991
 DG3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR126680(NAD 83)
 DG3991_MARKER: DV = VERTICAL CONTROL DISK
 DG3991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3991_STAMPING: A CABLAY DEDO 2003
 DG3991_MARK LOGO: NGS   
 DG3991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3991+STABILITY: SURFACE MOTION
 DG3991
 DG3991  HISTORY     - Date     Condition        Report By
 DG3991  HISTORY     - 2003     MONUMENTED       CNMI
 DG3991
 DG3991                          STATION DESCRIPTION
 DG3991
 DG3991'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3991'THE STATION IS LOCATED IN CHENCHON AREA ON THE ISLAND OF ROTA IN THE
 DG3991'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3991'FROM THE ROTA INTERNATIONAL AIRPORT PORCEED SOUTH ON THE AIRPORT ROAD
 DG3991'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3991'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED EAST FOR 1.7 MILES
 DG3991'(2.7 KM) TO THE MARK.  THE STATION IS A STANDARD NGS BENCH MARK DISK
 DG3991'SET IN A 14 INCH SQUARE CONCRETE PROJECTION 0.6 METERS (2.0 FT) ABOVE
 DG3991'THE GROUND AT THE NORTH END OF THE FENCE.  IT IS 0.8 METERS (2.6 FT)
 DG3991'NORTHWEST OF A PROPERTY CORNER, 5.3 METERS (17.4 FT) SOUTHEAST OF THE
 DG3991'CENTERLINE OF A DIRT ROAD, AND 1.4 METERS (4.6 FT) NORTHWEST OF A
 DG3991'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7946 ***********************************************************************
 DE7946  DESIGNATION -  AL TANIMOTO
 DE7946  PID         -  DE7946
 DE7946  STATE/COUNTY-  CQ/
 DE7946  USGS QUAD   -  
 DE7946
 DE7946                         *CURRENT SURVEY CONTROL
 DE7946  ___________________________________________________________________
 DE7946* NAD 83(1986)-  14 57 51.     (N)    214 22 36.     (W)     SCALED    
 DE7946* LOCAL TIDAL -         2.42   (meters)       7.9    (feet)  LEVELING  
 DE7946  ___________________________________________________________________
 DE7946  GEOID HEIGHT-          53.43  (meters)                     EGM96
 DE7946
 DE7946  VERT ORDER  -  THIRD ?
 DE7946
 DE7946.The horizontal coordinates were scaled from a topographic map and have
 DE7946.an estimated accuracy of +/- 6 seconds.
 DE7946
 DE7946.The orthometric height was determined by differential leveling.
 DE7946.The vertical network tie was performed by a horz. field party for horz.
 DE7946.obs reductions. Reset procedures were used to establish the elevation.
 DE7946
 DE7946.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7946.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7946
 DE7946                          SUPERSEDED SURVEY CONTROL
 DE7946
 DE7946.No superseded survey control is available for this station.
 DE7946
 DE7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS519548(NAD 83)
 DE7946_MARKER: M = AMMO SHELL CASING
 DE7946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE7946_SP_SET: FLUSH WITH CONCRETE CURB
 DE7946_STAMPING: AL TANIMOTO STH 2 AND TRI G 1944
 DE7946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7946
 DE7946  HISTORY     - Date     Condition        Report By
 DE7946  HISTORY     - 1969     MONUMENTED       USGS
 DE7946
 DE7946                          STATION DESCRIPTION
 DE7946
 DE7946'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7946'LOCATED ABOUT 0.2 MI. W. OF SAN JOSE VILLAGE, AT TINIAN HARBOR.  TO
 DE7946'REACH FROM THE TINIAN POST OFFICE, DRIVE W. PAST THE S. END OF THE
 DE7946'CHURCH 0.4 MI. TO THE DOCK AREA, TURN LEFT, 0.1 MI. TO THE STATION ON
 DE7946'THE CONCRET CURB AT THE SW. CORNER OF THE DOCK.  STATION MARK IS A
 DE7946'SHELL CASING SET FLUSH WITH THE CONCRETE CURB LISTED AS AL TANIMOTO
 DE7946'STH 2 AND TRI G 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3974 ***********************************************************************
 DG3974  DESIGNATION -  AMP 1
 DG3974  PID         -  DG3974
 DG3974  STATE/COUNTY-  CQ/
 DG3974  USGS QUAD   -  
 DG3974
 DG3974                         *CURRENT SURVEY CONTROL
 DG3974  ___________________________________________________________________
 DG3974* NAD 83(2002)-  15 13 03.68534(N)    214 16 16.31650(W)     ADJUSTED  
 DG3974* NMVD03      -         2.073  (meters)       6.80   (feet)  ADJUSTED  
 DG3974  ___________________________________________________________________
 DG3974  EPOCH DATE  -        2002.00
 DG3974  X           -  -5,087,175.483 (meters)                     COMP
 DG3974  Y           -   3,466,489.992 (meters)                     COMP
 DG3974  Z           -   1,663,369.708 (meters)                     COMP
 DG3974  ELLIP HEIGHT-          56.53  (meters)          (06/14/04) GPS OBS
 DG3974  GEOID HEIGHT-          53.18  (meters)                     EGM96
 DG3974
 DG3974  HORZ ORDER  -  A
 DG3974  VERT ORDER  -  FIRST     CLASS II
 DG3974  ELLP ORDER  -  SECOND    CLASS I
 DG3974
 DG3974.The horizontal coordinates were established by GPS observations
 DG3974.and adjusted by the National Geodetic Survey in June 2004..
 DG3974.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3974.DATUM ITEM on the data sheet items page.
 DG3974.The horizontal coordinates are valid at the epoch date displayed above.
 DG3974.The epoch date for horizontal control is a decimal equivalence
 DG3974.of Year/Month/Day.
 DG3974
 DG3974.The orthometric height was determined by differential leveling
 DG3974.and adjusted by the National Geodetic Survey in October 2004..
 DG3974
 DG3974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3974
 DG3974.The ellipsoidal height was determined by GPS observations
 DG3974.and is referenced to NAD 83.
 DG3974
 DG3974.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3974.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3974
 DG3974;                    North         East     Units Scale Factor Converg.
 DG3974;UTM  55      - 1,682,801.359   363,466.129   MT  0.99983055   -0 20 01.4
 DG3974
 DG3974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3974!UTM  55      -   0.99999111  x   0.99983055  =   0.99982166
 DG3974
 DG3974                          SUPERSEDED SURVEY CONTROL
 DG3974
 DG3974.No superseded survey control is available for this station.
 DG3974
 DG3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6346682801(NAD 83)
 DG3974_MARKER: DV = VERTICAL CONTROL DISK
 DG3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3974_STAMPING: AMP 1 2003
 DG3974_MARK LOGO: NGS   
 DG3974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3974+STABILITY: SURFACE MOTION
 DG3974
 DG3974  HISTORY     - Date     Condition        Report By
 DG3974  HISTORY     - 2003     MONUMENTED       CNMI
 DG3974
 DG3974                          STATION DESCRIPTION
 DG3974
 DG3974'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3974'THE STATION IS LOCATED IN PUERTO RICO AND TANAPAG HARBOR AREA ON THE
 DG3974'ISLAND OF SAIPAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG3974'PUERTO ROAD OR BEACH ROAD AND CAPITAL HILL ROAD PROCEED SOUTH ON WEST
 DG3974'COAST HIGHWAY 1.3 MILES (2.1 KM) TO THE ENTRANCE TO THE PARK. TURN
 DG3974'WEST ON THE ROAD AND PROCEED TO THE JUNCTION IN THE ROAD.  THE STATION
 DG3974'IS LOCATED IN THE MIDDLE OF THE ROAD JUNCTION WHICH MAKE A TRIANGLE.
 DG3974'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN CONCRETE FLUSH
 DG3974'WITH GROUND, 14.0 METERS (45.9 FT) SOUTHWEST FROM THE TRIANGLE, 14.0
 DG3974'METERS (45.9 FT) NORTHWEST FROM THE TRIANGLE, 14.0 METERS (45.9 FT)
 DG3974'NORTHEAST OF THE RIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4117 ***********************************************************************
 DG4117  DESIGNATION -  ANT
 DG4117  PID         -  DG4117
 DG4117  STATE/COUNTY-  CQ/
 DG4117  USGS QUAD   -  
 DG4117
 DG4117                         *CURRENT SURVEY CONTROL
 DG4117  ___________________________________________________________________
 DG4117* NAD 83(2002)-  15 03 25.63609(N)    214 23 09.46676(W)     ADJUSTED  
 DG4117* NMVD03      -        44.748  (meters)     146.81   (feet)  ADJUSTED  
 DG4117  ___________________________________________________________________
 DG4117  EPOCH DATE  -        2002.00
 DG4117  X           -  -5,084,084.962 (meters)                     COMP
 DG4117  Y           -   3,479,316.412 (meters)                     COMP
 DG4117  Z           -   1,646,230.202 (meters)                     COMP
 DG4117  ELLIP HEIGHT-          99.49  (meters)          (06/14/04) GPS OBS
 DG4117  GEOID HEIGHT-          53.66  (meters)                     EGM96
 DG4117
 DG4117  HORZ ORDER  -  A
 DG4117  VERT ORDER  -  FIRST     CLASS II
 DG4117  ELLP ORDER  -  SECOND    CLASS I
 DG4117
 DG4117.The horizontal coordinates were established by GPS observations
 DG4117.and adjusted by the National Geodetic Survey in June 2004..
 DG4117.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4117.DATUM ITEM on the data sheet items page.
 DG4117.The horizontal coordinates are valid at the epoch date displayed above.
 DG4117.The epoch date for horizontal control is a decimal equivalence
 DG4117.of Year/Month/Day.
 DG4117
 DG4117.The orthometric height was determined by differential leveling
 DG4117.and adjusted by the National Geodetic Survey in October 2004..
 DG4117.No vertical observational check was made to the station.
 DG4117
 DG4117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4117
 DG4117.The ellipsoidal height was determined by GPS observations
 DG4117.and is referenced to NAD 83.
 DG4117
 DG4117.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4117.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4117
 DG4117;                    North         East     Units Scale Factor Converg.
 DG4117;UTM  55      - 1,665,112.006   351,025.603   MT  0.99987449   -0 21 36.4
 DG4117
 DG4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4117!UTM  55      -   0.99998436  x   0.99987449  =   0.99985885
 DG4117
 DG4117                          SUPERSEDED SURVEY CONTROL
 DG4117
 DG4117.No superseded survey control is available for this station.
 DG4117
 DG4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5102665112(NAD 83)
 DG4117_MARKER: DV = VERTICAL CONTROL DISK
 DG4117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4117_STAMPING: HARN ANT 2003
 DG4117_MARK LOGO: NGS   
 DG4117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4117+STABILITY: SURFACE MOTION
 DG4117
 DG4117  HISTORY     - Date     Condition        Report By
 DG4117  HISTORY     - 2003     MONUMENTED       CNMI
 DG4117
 DG4117                          STATION DESCRIPTION
 DG4117
 DG4117'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4117'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE MULATU AREA ON THE
 DG4117'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4117'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4 MILES
 DG4117'(2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR
 DG4117'1.6 MILES (2.6 KM) TO THE INTERSECTION OF 8TH AVENUE AND THE SEABEE
 DG4117'MONUMENT ON THE SOUTHWEST SIDE OF THE INTERSECTION.  PROCEED NORTH ON
 DG4117'8TH AVENUE FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE LEFT.  THE
 DG4117'STATION IS A STANDARD NGS BENCH MARK SET IN THE CENTERLINE OF THE ROAD
 DG4117'IN THE INTERSECTION.  THE MARK IS IN A CROSSOVER ON 8TH AVENUE, 7.6
 DG4117'METERS (24.9 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES, 8.7
 DG4117'METERS (28.5 FT) EAST OF THE SOUTHBOUND LANES, 7.8 METERS (25.6 FT)
 DG4117'SOUTH OF THE EDGE OF PAVEMENT AND 9.1 METERS (29.9 FT) NORTH OF THE
 DG4117'EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7081 ***********************************************************************
 DE7081  DESIGNATION -  ASTRO STATION
 DE7081  PID         -  DE7081
 DE7081  STATE/COUNTY-  CQ/
 DE7081  USGS QUAD   -  
 DE7081
 DE7081                         *CURRENT SURVEY CONTROL
 DE7081  ___________________________________________________________________
 DE7081* NAD 83(1986)-  14 08 04.     (N)    214 51 48.     (W)     SCALED    
 DE7081* LOCAL TIDAL -        14.59   (meters)      47.9    (feet)  LEVELING  
 DE7081  ___________________________________________________________________
 DE7081  GEOID HEIGHT-          54.59  (meters)                     EGM96
 DE7081
 DE7081  VERT ORDER  -  THIRD ?
 DE7081
 DE7081.The horizontal coordinates were scaled from a topographic map and have
 DE7081.an estimated accuracy of +/- 6 seconds.
 DE7081
 DE7081.The orthometric height was determined by differential leveling.
 DE7081.The vertical network tie was performed by a horz. field party for horz.
 DE7081.obs reductions. Reset procedures were used to establish the elevation.
 DE7081
 DE7081.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7081.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7081
 DE7081                          SUPERSEDED SURVEY CONTROL
 DE7081
 DE7081.No superseded survey control is available for this station.
 DE7081
 DE7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR988633(NAD 83)
 DE7081_MARKER: DD = SURVEY DISK
 DE7081_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DE7081_SP_SET: SET IN A CONCRETE PAD
 DE7081_STAMPING: ASTRO STATION 1950
 DE7081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7081
 DE7081  HISTORY     - Date     Condition        Report By
 DE7081  HISTORY     - 1950     MONUMENTED       USE
 DE7081  HISTORY     - 1969     GOOD             USGS
 DE7081  HISTORY     - 19690305 GOOD             USGS
 DE7081
 DE7081                          STATION DESCRIPTION
 DE7081
 DE7081'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7081'ROTA HARBOR 0.6 MI W OF OR ROTA POST OFFICE 0.8 MI W OF 200 FT SW OF
 DE7081'TRACK RD 40.6 FT SE OF E CORNER OF RUINS OF CONCRETE BUILDING SET IN
 DE7081'CONCRETE POST A STANDARD USCE TABLET STAMPED ASTRO STATION 1950.
 DE7081
 DE7081                          STATION RECOVERY (1969)
 DE7081
 DE7081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7081'LOCATED ABOUT 0.5 MI. AIRLINE W. OF SONGSONG VILLAGE.  TO REACH FROM
 DE7081'THE ROTA POST OFFICE, DRIVE S. TOWARD THE EAST DOCK 0.2 MI., TURN
 DE7081'RIGHT AT STREET INTERSECTION, DRIVE W. 0.5 MI. TO END OF TRUCK TRAVEL.
 DE7081'WALK S. OF THE RD. 230.0 FT. T THE STATION, 40.0 FT. S. OF THE RUINS
 DE7081'OF A CONCRETE BUILDING.  STATION MARK, A CORPS OF ENGINEERS US. ARMY
 DE7081'TABLET STAMPED ASTRO STATION 1950, SET IN A CONCRETE PAD.  NO
 DE7081'REFERENCES MARKS.
 DE7081'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3934 ***********************************************************************
 DG3934  DESIGNATION -  BEN 1
 DG3934  PID         -  DG3934
 DG3934  STATE/COUNTY-  CQ/
 DG3934  USGS QUAD   -  
 DG3934
 DG3934                         *CURRENT SURVEY CONTROL
 DG3934  ___________________________________________________________________
 DG3934* NAD 83(1986)-  15 13 04.     (N)    214 14 59.     (W)     SCALED    
 DG3934* NMVD03      -       145.244  (meters)     476.52   (feet)  ADJUSTED  
 DG3934  ___________________________________________________________________
 DG3934  GEOID HEIGHT-          53.02  (meters)                     EGM96
 DG3934
 DG3934  VERT ORDER  -  FIRST     CLASS II
 DG3934
 DG3934.The horizontal coordinates were scaled from a topographic map and have
 DG3934.an estimated accuracy of +/- 6 seconds.
 DG3934
 DG3934.The orthometric height was determined by differential leveling
 DG3934.and adjusted by the National Geodetic Survey in October 2004..
 DG3934
 DG3934.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3934.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3934
 DG3934                          SUPERSEDED SURVEY CONTROL
 DG3934
 DG3934.No superseded survey control is available for this station.
 DG3934
 DG3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS657827(NAD 83)
 DG3934_MARKER: DV = VERTICAL CONTROL DISK
 DG3934_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3934_SP_SET: BOX CULVERT
 DG3934_STAMPING: BEN 1 2003
 DG3934_MARK LOGO: NGS   
 DG3934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3934+STABILITY: SURFACE MOTION
 DG3934
 DG3934  HISTORY     - Date     Condition        Report By
 DG3934  HISTORY     - 2003     MONUMENTED       NGS
 DG3934
 DG3934                          STATION DESCRIPTION
 DG3934
 DG3934'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JT)
 DG3934'THE STATION IS LOCATED IN CAPITAL HILL AREA ON THE ISLAND OF SAIPAN,
 DG3934'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3934'BEACH ROAD AND CROSS ISLAND ROAD PROCEED 1.3 MILES (2.1 KM) WEST UP
 DG3934'THE HILL ON CROSS ISLAND ROAD TO A BOX CULVERT PAINTED YELLOW ON THE
 DG3934'LEFT SIDE OF THE ROAD BY A SIGN FOR A GOVERNMENT AGENCY.  THE STATION
 DG3934'IS A STANDARD NGS BENCH MARK DISK SET IN THE TOP OF THE BOX CULVERT,
 DG3934'14.30 METERS (46.92 FT) SOUTHEAST OF THE CENTERLINE OF ROAD, AND 1.00
 DG3934'METERS (3.28 FT) SOUTHEAST FROM THE CENTER OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7021 ***********************************************************************
 DE7021  DESIGNATION -  BLUE
 DE7021  PID         -  DE7021
 DE7021  STATE/COUNTY-  CQ/
 DE7021  USGS QUAD   -  
 DE7021
 DE7021                         *CURRENT SURVEY CONTROL
 DE7021  ___________________________________________________________________
 DE7021* NAD 83(1986)-  15 07 25.     (N)    214 18 07.     (W)     SCALED    
 DE7021* LOCAL TIDAL -        28.29   (meters)      92.8    (feet)  LEVELING  
 DE7021  ___________________________________________________________________
 DE7021  GEOID HEIGHT-          53.17  (meters)                     EGM96
 DE7021
 DE7021  VERT ORDER  -  THIRD ?
 DE7021
 DE7021.The horizontal coordinates were scaled from a topographic map and have
 DE7021.an estimated accuracy of +/- 6 seconds.
 DE7021
 DE7021.The orthometric height was determined by differential leveling.
 DE7021.The vertical network tie was performed by a horz. field party for horz.
 DE7021.obs reductions. Reset procedures were used to establish the elevation.
 DE7021
 DE7021.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7021.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7021
 DE7021                          SUPERSEDED SURVEY CONTROL
 DE7021
 DE7021.No superseded survey control is available for this station.
 DE7021
 DE7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS601724(NAD 83)
 DE7021_MARKER: DD = SURVEY DISK
 DE7021_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7021_STAMPING: USN SURVEY
 DE7021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7021
 DE7021  HISTORY     - Date     Condition        Report By
 DE7021  HISTORY     - 1969     MONUMENTED       USN
 DE7021  HISTORY     - 19690201 GOOD             USGS
 DE7021
 DE7021                          STATION DESCRIPTION
 DE7021
 DE7021'DESCRIBED BY US NAVY 1969 (TAM)
 DE7021'TRIANGULATION STATION BLUE KOBLER FIELD 0.2 MI W OF TERMINAL 322 FT S
 DE7021'OF CENTERLINE RD SET IN 6 X 6 INCH CONCRETE POST STANDARD U.S.N.
 DE7021'TABLET LISTED AS BLUE.
 DE7021
 DE7021                          STATION RECOVERY (1969)
 DE7021
 DE7021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JNT)
 DE7021'LOCATED 1.6 MI. AIRLINE S. OF CHALAN KANOA, ABOUT 1.3 MI. NNW. OF
 DE7021'PUTAN OBGAN, ABOUT 0.15 MI. SW. OF THE AIRPORT TERMINAL AT KOBLER
 DE7021'FILED, ABOUT 150 FT. N. OF THE TAXI STRIP.  TO REACH FROM THE ROYAL
 DE7021'TAGA HOTEL DRIVE S. ON PAVED RD. FOR 2.4 MI. TO A DIM RD. AT KOBLER
 DE7021'FIELD, TURN RIGHT ONTO DIM SIDE RD. PASSING A CONCRETE BUILDING, GO
 DE7021'0.1 MI. TO A ASPHALT APRON, TURN RIGHT AND CROSS A GRASSY AREA FOR
 DE7021'ABOUT 150 FT. TO STATION.  STATION MARK BRASS TABLET STAMPED USN
 DE7021'SURVEY SET IN A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND.
 DE7021'DOVER NU IS ASCRATCHED INTO THE CEMENT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7891 ***********************************************************************
 DE7891  DESIGNATION -  BROAD
 DE7891  PID         -  DE7891
 DE7891  STATE/COUNTY-  CQ/
 DE7891  USGS QUAD   -  
 DE7891
 DE7891                         *CURRENT SURVEY CONTROL
 DE7891  ___________________________________________________________________
 DE7891* NAD 83(1986)-  14 58 22.     (N)    214 22 06.     (W)     SCALED    
 DE7891* LOCAL TIDAL -        25.21   (meters)      82.7    (feet)  LEVELING  
 DE7891  ___________________________________________________________________
 DE7891  GEOID HEIGHT-          53.38  (meters)                     EGM96
 DE7891
 DE7891  VERT ORDER  -  THIRD ?
 DE7891
 DE7891.The horizontal coordinates were scaled from a topographic map and have
 DE7891.an estimated accuracy of +/- 6 seconds.
 DE7891
 DE7891.The orthometric height was determined by differential leveling.
 DE7891.The vertical network tie was performed by a horz. field party for horz.
 DE7891.obs reductions. Reset procedures were used to establish the elevation.
 DE7891
 DE7891.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7891.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7891
 DE7891                          SUPERSEDED SURVEY CONTROL
 DE7891
 DE7891.No superseded survey control is available for this station.
 DE7891
 DE7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS528557(NAD 83)
 DE7891_MARKER: DD = SURVEY DISK
 DE7891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7891_STAMPING: BROAD 1969
 DE7891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7891
 DE7891  HISTORY     - Date     Condition        Report By
 DE7891  HISTORY     - 1969     MONUMENTED       USGS
 DE7891
 DE7891                          STATION DESCRIPTION
 DE7891
 DE7891'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7891'LOCATED ABOUT 0.4 MI. E. OF SAN JOSE VILLAGE.  TO REACH FROM THE
 DE7891'TINIAN POST OFFICE, CROSS THE DIVIDING STRIP TO THE NORTHERNMOST
 DE7891'STREET GOING E., DRIVE E., 0.4 MI. TO A RD. INTERSECTION, TURN LEFT
 DE7891'118.0 FT. TO STATION, 18.0 FT. W. OF THE CENTERLINE OF THE W. LANE OF
 DE7891'BROADWAY.  STATION MARK IS A STANDARD TABLET STAMPED BROAD 1969 SET IN
 DE7891'A CONCRETE POST.
 DE7891'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4123 ***********************************************************************
 DG4123  DESIGNATION -  BROAD
 DG4123  PID         -  DG4123
 DG4123  STATE/COUNTY-  CQ/
 DG4123  USGS QUAD   -  
 DG4123
 DG4123                         *CURRENT SURVEY CONTROL
 DG4123  ___________________________________________________________________
 DG4123* NAD 83(2002)-  14 58 20.54381(N)    214 22 05.77687(W)     ADJUSTED  
 DG4123* NMVD03      -        25.206  (meters)      82.70   (feet)  ADJUSTED  
 DG4123  ___________________________________________________________________
 DG4123  EPOCH DATE  -        2002.00
 DG4123  X           -  -5,087,148.499 (meters)                     COMP
 DG4123  Y           -   3,479,106.981 (meters)                     COMP
 DG4123  Z           -   1,637,167.828 (meters)                     COMP
 DG4123  ELLIP HEIGHT-          79.64  (meters)          (06/14/04) GPS OBS
 DG4123  GEOID HEIGHT-          53.38  (meters)                     EGM96
 DG4123
 DG4123  HORZ ORDER  -  FIRST
 DG4123  VERT ORDER  -  FIRST     CLASS II
 DG4123  ELLP ORDER  -  FOURTH    CLASS II
 DG4123
 DG4123.The horizontal coordinates were established by GPS observations
 DG4123.and adjusted by the National Geodetic Survey in June 2004..
 DG4123.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4123.DATUM ITEM on the data sheet items page.
 DG4123.The horizontal coordinates are valid at the epoch date displayed above.
 DG4123.The epoch date for horizontal control is a decimal equivalence
 DG4123.of Year/Month/Day.
 DG4123
 DG4123.The orthometric height was determined by differential leveling
 DG4123.and adjusted by the National Geodetic Survey in October 2004..
 DG4123
 DG4123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4123
 DG4123.The ellipsoidal height was determined by GPS observations
 DG4123.and is referenced to NAD 83.
 DG4123
 DG4123.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4123.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4123
 DG4123;                    North         East     Units Scale Factor Converg.
 DG4123;UTM  55      - 1,655,724.297   352,869.541   MT  0.99986774   -0 21 12.8
 DG4123
 DG4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4123!UTM  55      -   0.99998748  x   0.99986774  =   0.99985522
 DG4123
 DG4123                          SUPERSEDED SURVEY CONTROL
 DG4123
 DG4123.No superseded survey control is available for this station.
 DG4123
 DG4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5287055724(NAD 83)
 DG4123_MARKER: DV = VERTICAL CONTROL DISK
 DG4123_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4123_SP_SET: WATER GATE VALVE
 DG4123_STAMPING: BROAD 2003
 DG4123_MARK LOGO: NGS   
 DG4123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4123
 DG4123  HISTORY     - Date     Condition        Report By
 DG4123  HISTORY     - 2003     MONUMENTED       CNMI
 DG4123
 DG4123                          STATION DESCRIPTION
 DG4123
 DG4123'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4123'THE STATION IS LOCATED IN NORTHEAST OF SAN JOSE ON THE ISLAND OF
 DG4123'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4123'TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED SOUTH ON BROADWAY 1.45
 DG4123'MILES (2.33 KM) TO THE INTERSECTION.  THE STATION IS A STANDARD NGS
 DG4123'BENCH MARK SET IN THE CORNER OF THE CONCRETE OF A WATER GATE VALVE.
 DG4123'THE MARK IS 21.4 METERS (70.2 FT) NORTHEAST OF A POWERPOLE, 21.3
 DG4123'METERS (69.9 FT) SOUTHWEST OF A POWERPOLE, AND 30.7 METERS (100.7 FT)
 DG4123'NORTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4104 ***********************************************************************
 DG4104  DESIGNATION -  BROAD 1
 DG4104  PID         -  DG4104
 DG4104  STATE/COUNTY-  CQ/
 DG4104  USGS QUAD   -  
 DG4104
 DG4104                         *CURRENT SURVEY CONTROL
 DG4104  ___________________________________________________________________
 DG4104* NAD 83(2002)-  15 00 16.17411(N)    214 21 54.75981(W)     ADJUSTED  
 DG4104* NMVD03      -        75.429  (meters)     247.47   (feet)  ADJUSTED  
 DG4104  ___________________________________________________________________
 DG4104  EPOCH DATE  -        2002.00
 DG4104  X           -  -5,086,615.724 (meters)                     COMP
 DG4104  Y           -   3,478,343.869 (meters)                     COMP
 DG4104  Z           -   1,640,613.968 (meters)                     COMP
 DG4104  ELLIP HEIGHT-         129.97  (meters)          (06/14/04) GPS OBS
 DG4104  GEOID HEIGHT-          53.41  (meters)                     EGM96
 DG4104
 DG4104  HORZ ORDER  -  FIRST
 DG4104  VERT ORDER  -  FIRST     CLASS II
 DG4104  ELLP ORDER  -  FOURTH    CLASS II
 DG4104
 DG4104.The horizontal coordinates were established by GPS observations
 DG4104.and adjusted by the National Geodetic Survey in June 2004..
 DG4104.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4104.DATUM ITEM on the data sheet items page.
 DG4104.The horizontal coordinates are valid at the epoch date displayed above.
 DG4104.The epoch date for horizontal control is a decimal equivalence
 DG4104.of Year/Month/Day.
 DG4104
 DG4104.The orthometric height was determined by differential leveling
 DG4104.and adjusted by the National Geodetic Survey in October 2004..
 DG4104
 DG4104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4104
 DG4104.The ellipsoidal height was determined by GPS observations
 DG4104.and is referenced to NAD 83.
 DG4104
 DG4104.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4104.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4104
 DG4104;                    North         East     Units Scale Factor Converg.
 DG4104;UTM  55      - 1,659,275.707   353,220.571   MT  0.99986646   -0 21 12.6
 DG4104
 DG4104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4104!UTM  55      -   0.99997956  x   0.99986646  =   0.99984603
 DG4104
 DG4104                          SUPERSEDED SURVEY CONTROL
 DG4104
 DG4104.No superseded survey control is available for this station.
 DG4104
 DG4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5322159276(NAD 83)
 DG4104_MARKER: DV = VERTICAL CONTROL DISK
 DG4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4104_STAMPING: BROAD 1 2003
 DG4104_MARK LOGO: NGS   
 DG4104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4104+STABILITY: SURFACE MOTION
 DG4104
 DG4104  HISTORY     - Date     Condition        Report By
 DG4104  HISTORY     - 2003     MONUMENTED       CNMI
 DG4104
 DG4104                          STATION DESCRIPTION
 DG4104
 DG4104'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4104'THE STATION IS LOCATED IN THE NORTH OF THE AIRPORT ON THE ISLAND OF
 DG4104'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4104'TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED NORTH ON THE BROADWAY FOR
 DG4104'0.7 MILES (1.1 KM) TO MARK AT THE INTERSECTION OF A DIRT ROAD.  THE
 DG4104'STATION IS A STANDARD NGS BENCH MARK SET IN THE CENTER LINE OF THE
 DG4104'ROAD.  THE DISK IS 21.7 METERS (71.2 FT) SOUTHWEST OF A FENCE CORNER,
 DG4104'24.3 METERS (79.7 FT) SOUTHEAST OF A COCONUT TREE, AND 16.5 METERS
 DG4104'(54.1 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF
 DG4104'TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4107 ***********************************************************************
 DG4107  DESIGNATION -  BROAD 2
 DG4107  PID         -  DG4107
 DG4107  STATE/COUNTY-  CQ/
 DG4107  USGS QUAD   -  
 DG4107
 DG4107                         *CURRENT SURVEY CONTROL
 DG4107  ___________________________________________________________________
 DG4107* NAD 83(2002)-  15 00 53.00551(N)    214 21 51.63108(W)     ADJUSTED  
 DG4107* NMVD03      -        69.868  (meters)     229.23   (feet)  ADJUSTED  
 DG4107  ___________________________________________________________________
 DG4107  EPOCH DATE  -        2002.00
 DG4107  X           -  -5,086,422.055 (meters)                     COMP
 DG4107  Y           -   3,478,098.203 (meters)                     COMP
 DG4107  Z           -   1,641,705.974 (meters)                     COMP
 DG4107  ELLIP HEIGHT-         124.43  (meters)          (06/14/04) GPS OBS
 DG4107  GEOID HEIGHT-          53.42  (meters)                     EGM96
 DG4107
 DG4107  HORZ ORDER  -  FIRST
 DG4107  VERT ORDER  -  FIRST     CLASS II
 DG4107  ELLP ORDER  -  FOURTH    CLASS II
 DG4107
 DG4107.The horizontal coordinates were established by GPS observations
 DG4107.and adjusted by the National Geodetic Survey in June 2004..
 DG4107.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4107.DATUM ITEM on the data sheet items page.
 DG4107.The horizontal coordinates are valid at the epoch date displayed above.
 DG4107.The epoch date for horizontal control is a decimal equivalence
 DG4107.of Year/Month/Day.
 DG4107
 DG4107.The orthometric height was determined by differential leveling
 DG4107.and adjusted by the National Geodetic Survey in October 2004..
 DG4107
 DG4107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4107
 DG4107.The ellipsoidal height was determined by GPS observations
 DG4107.and is referenced to NAD 83.
 DG4107
 DG4107.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4107.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4107
 DG4107;                    North         East     Units Scale Factor Converg.
 DG4107;UTM  55      - 1,660,406.999   353,321.008   MT  0.99986610   -0 21 12.7
 DG4107
 DG4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4107!UTM  55      -   0.99998043  x   0.99986610  =   0.99984654
 DG4107
 DG4107                          SUPERSEDED SURVEY CONTROL
 DG4107
 DG4107.No superseded survey control is available for this station.
 DG4107
 DG4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5332160407(NAD 83)
 DG4107_MARKER: DV = VERTICAL CONTROL DISK
 DG4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4107_STAMPING: BROAD 2 2003
 DG4107_MARK LOGO: NGS   
 DG4107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4107+STABILITY: SURFACE MOTION
 DG4107
 DG4107  HISTORY     - Date     Condition        Report By
 DG4107  HISTORY     - 2003     MONUMENTED       CNMI
 DG4107
 DG4107                          STATION DESCRIPTION
 DG4107
 DG4107'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4107'THE STATION IS LOCATED IN THE NORTH OF THE AIRPORT ON THE ISLAND OF
 DG4107'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4107'TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED NORTH ON THE BROADWAY FOR
 DG4107'1.4 MILES (2.3 KM) TO MARK AT AN INTERSECTION WITH A DIRT ROAD.  THE
 DG4107'STATION IS A STANDARD NGS BENCH MARK SET IN THE CENTER LINE OF THE
 DG4107'ROAD BETWEEN THE NORTH AND SOUTH ROADS AT THE CROSSOVER INTERSECTION.
 DG4107'THE MARK IS 21.7 METERS (71.2 FT) SOUTHWEST OF A FENCE CORNER, 24.3
 DG4107'METERS (79.7 FT) SOUTHEAST OF A COCONUT TREE, AND 16.5 METERS (54.1
 DG4107'FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4119 ***********************************************************************
 DG4119  DESIGNATION -  BROAD 3
 DG4119  PID         -  DG4119
 DG4119  STATE/COUNTY-  CQ/
 DG4119  USGS QUAD   -  
 DG4119
 DG4119                         *CURRENT SURVEY CONTROL
 DG4119  ___________________________________________________________________
 DG4119* NAD 83(1986)-  15 01 35.     (N)    214 21 47.     (W)     SCALED    
 DG4119* NMVD03      -        66.033  (meters)     216.64   (feet)  ADJUSTED  
 DG4119  ___________________________________________________________________
 DG4119  GEOID HEIGHT-          53.44  (meters)                     EGM96
 DG4119
 DG4119  VERT ORDER  -  FIRST     CLASS II
 DG4119
 DG4119.The horizontal coordinates were scaled from a topographic map and have
 DG4119.an estimated accuracy of +/- 6 seconds.
 DG4119
 DG4119.The orthometric height was determined by differential leveling
 DG4119.and adjusted by the National Geodetic Survey in October 2004..
 DG4119
 DG4119.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4119.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4119
 DG4119                          SUPERSEDED SURVEY CONTROL
 DG4119
 DG4119.No superseded survey control is available for this station.
 DG4119
 DG4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS534616(NAD 83)
 DG4119_MARKER: DV = VERTICAL CONTROL DISK
 DG4119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4119_SP_SET: WATER TANK
 DG4119_STAMPING: BROAD 3 2003
 DG4119_MARK LOGO: NGS   
 DG4119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4119+STABILITY: SURFACE MOTION
 DG4119
 DG4119  HISTORY     - Date     Condition        Report By
 DG4119  HISTORY     - 2003     MONUMENTED       CNMI
 DG4119
 DG4119                          STATION DESCRIPTION
 DG4119
 DG4119'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4119'THE STATION IS LOCATED IN THE NORTH OF THE AIRPORT ON THE ISLAND OF
 DG4119'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4119'TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED NORTH ON THE BROADWAY FOR
 DG4119'2.2 MILES (3.5 KM) TO MARK.  THE STATION IS A STANDARD NGS BENCH MARK
 DG4119'SET ON THE CORNER OF OLD WATER TANK 6 FEET (1.8 M) ABOVE GROUND, 26.5
 DG4119'METERS (86.9 FT) EAST OF THE ROAD, 24.5 METERS (80.4 FT) NORTH OF OLD
 DG4119'SLAUGHTER HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4118 ***********************************************************************
 DG4118  DESIGNATION -  BROAD 4
 DG4118  PID         -  DG4118
 DG4118  STATE/COUNTY-  CQ/
 DG4118  USGS QUAD   -  
 DG4118
 DG4118                         *CURRENT SURVEY CONTROL
 DG4118  ___________________________________________________________________
 DG4118* NAD 83(2002)-  15 02 05.61644(N)    214 21 44.88329(W)     ADJUSTED  
 DG4118* NMVD03      -        55.778  (meters)     183.00   (feet)  ADJUSTED  
 DG4118  ___________________________________________________________________
 DG4118  EPOCH DATE  -        2002.00
 DG4118  X           -  -5,086,047.047 (meters)                     COMP
 DG4118  Y           -   3,477,597.592 (meters)                     COMP
 DG4118  Z           -   1,643,857.835 (meters)                     COMP
 DG4118  ELLIP HEIGHT-         110.39  (meters)          (06/14/04) GPS OBS
 DG4118  GEOID HEIGHT-          53.45  (meters)                     EGM96
 DG4118
 DG4118  HORZ ORDER  -  FIRST
 DG4118  VERT ORDER  -  FIRST     CLASS II
 DG4118  ELLP ORDER  -  FOURTH    CLASS II
 DG4118
 DG4118.The horizontal coordinates were established by GPS observations
 DG4118.and adjusted by the National Geodetic Survey in June 2004..
 DG4118.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4118.DATUM ITEM on the data sheet items page.
 DG4118.The horizontal coordinates are valid at the epoch date displayed above.
 DG4118.The epoch date for horizontal control is a decimal equivalence
 DG4118.of Year/Month/Day.
 DG4118
 DG4118.The orthometric height was determined by differential leveling
 DG4118.and adjusted by the National Geodetic Survey in October 2004..
 DG4118
 DG4118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4118
 DG4118.The ellipsoidal height was determined by GPS observations
 DG4118.and is referenced to NAD 83.
 DG4118
 DG4118.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4118.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4118
 DG4118;                    North         East     Units Scale Factor Converg.
 DG4118;UTM  55      - 1,662,637.169   353,536.312   MT  0.99986531   -0 21 12.6
 DG4118
 DG4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4118!UTM  55      -   0.99998264  x   0.99986531  =   0.99984795
 DG4118
 DG4118                          SUPERSEDED SURVEY CONTROL
 DG4118
 DG4118.No superseded survey control is available for this station.
 DG4118
 DG4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5353662637(NAD 83)
 DG4118_MARKER: DV = VERTICAL CONTROL DISK
 DG4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4118_STAMPING: BROAD 4 2003
 DG4118_MARK LOGO: NGS   
 DG4118_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4118+STABILITY: SURFACE MOTION
 DG4118
 DG4118  HISTORY     - Date     Condition        Report By
 DG4118  HISTORY     - 2003     MONUMENTED       CNMI
 DG4118
 DG4118                          STATION DESCRIPTION
 DG4118
 DG4118'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4118'THE STATION IS LOCATED IN THE NORTH OF THE AIRPORT ON THE ISLAND OF
 DG4118'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4118'TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED NORTH ON THE BROADWAY FOR
 DG4118'2.8 MILES (4.5 KM) TO MARK.  THE STATION IS A STANDARD NGS BENCH MARK
 DG4118'SET IN THE ROAD BETWEEN THE NORTH AND SOUTH ROADS OF BROADWAY IN THE
 DG4118'INTERSECTION.  THE MARK IS 14 METERS (45.9 FT) SOUTH SOUTHEAST OF A
 DG4118'COCONUT TREE, 14.5 METERS (47.6 FT) NORTHWEST OF A SIGN, AND 17 METERS
 DG4118'(55.8 FT) NORTH OF A COCONUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4124 ***********************************************************************
 DG4124  DESIGNATION -  BROAD 5
 DG4124  PID         -  DG4124
 DG4124  STATE/COUNTY-  CQ/
 DG4124  USGS QUAD   -  
 DG4124
 DG4124                         *CURRENT SURVEY CONTROL
 DG4124  ___________________________________________________________________
 DG4124* NAD 83(2002)-  15 02 45.48256(N)    214 21 41.03609(W)     ADJUSTED  
 DG4124* NMVD03      -        63.379  (meters)     207.94   (feet)  ADJUSTED  
 DG4124  ___________________________________________________________________
 DG4124  EPOCH DATE  -        2002.00
 DG4124  X           -  -5,085,855.488 (meters)                     COMP
 DG4124  Y           -   3,477,327.406 (meters)                     COMP
 DG4124  Z           -   1,645,043.175 (meters)                     COMP
 DG4124  ELLIP HEIGHT-         118.00  (meters)          (06/14/04) GPS OBS
 DG4124  GEOID HEIGHT-          53.46  (meters)                     EGM96
 DG4124
 DG4124  HORZ ORDER  -  FIRST
 DG4124  VERT ORDER  -  FIRST     CLASS II
 DG4124  ELLP ORDER  -  FOURTH    CLASS II
 DG4124
 DG4124.The horizontal coordinates were established by GPS observations
 DG4124.and adjusted by the National Geodetic Survey in June 2004..
 DG4124.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4124.DATUM ITEM on the data sheet items page.
 DG4124.The horizontal coordinates are valid at the epoch date displayed above.
 DG4124.The epoch date for horizontal control is a decimal equivalence
 DG4124.of Year/Month/Day.
 DG4124
 DG4124.The orthometric height was determined by differential leveling
 DG4124.and adjusted by the National Geodetic Survey in October 2004..
 DG4124
 DG4124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4124
 DG4124.The ellipsoidal height was determined by GPS observations
 DG4124.and is referenced to NAD 83.
 DG4124
 DG4124.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4124.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4124
 DG4124;                    North         East     Units Scale Factor Converg.
 DG4124;UTM  55      - 1,663,861.591   353,658.767   MT  0.99986487   -0 21 12.5
 DG4124
 DG4124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4124!UTM  55      -   0.99998145  x   0.99986487  =   0.99984632
 DG4124
 DG4124                          SUPERSEDED SURVEY CONTROL
 DG4124
 DG4124.No superseded survey control is available for this station.
 DG4124
 DG4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5365963862(NAD 83)
 DG4124_MARKER: DV = VERTICAL CONTROL DISK
 DG4124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4124_STAMPING: BROAD 5 2003
 DG4124_MARK LOGO: NGS   
 DG4124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4124+STABILITY: SURFACE MOTION
 DG4124
 DG4124  HISTORY     - Date     Condition        Report By
 DG4124  HISTORY     - 2003     MONUMENTED       CNMI
 DG4124
 DG4124                          STATION DESCRIPTION
 DG4124
 DG4124'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4124'THE STATION IS LOCATED IN THE NORTH OF THE AIRPORT ON THE ISLAND OF
 DG4124'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4124'TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED NORTH ON THE BROADWAY FOR
 DG4124'3.6 MILES (5.8 KM) TO MARK.  THE STATION IS A STANDARD NGS BENCH MARK
 DG4124'SET IN THE NORTH BOUND LANE OF THE ROAD ON TO THE EAST.  THE MARK IS
 DG4124'11.4 METERS (37.4 FT) EAST OF A COCONUT TREE, 15.7 METERS (51.5 FT)
 DG4124'SOUTHWEST OF A COCONUT TREE, AND 2.2 METERS (7.2 FT) WEST OF THE NORTH
 DG4124'BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4113 ***********************************************************************
 DG4113  DESIGNATION -  BUDA
 DG4113  PID         -  DG4113
 DG4113  STATE/COUNTY-  CQ/
 DG4113  USGS QUAD   -  
 DG4113
 DG4113                         *CURRENT SURVEY CONTROL
 DG4113  ___________________________________________________________________
 DG4113* NAD 83(2002)-  15 02 59.13479(N)    214 23 11.71800(W)     ADJUSTED  
 DG4113* NMVD03      -        69.915  (meters)     229.38   (feet)  ADJUSTED  
 DG4113  ___________________________________________________________________
 DG4113  EPOCH DATE  -        2002.00
 DG4113  X           -  -5,084,241.632 (meters)                     COMP
 DG4113  Y           -   3,479,505.110 (meters)                     COMP
 DG4113  Z           -   1,645,450.136 (meters)                     COMP
 DG4113  ELLIP HEIGHT-         124.66  (meters)          (06/14/04) GPS OBS
 DG4113  GEOID HEIGHT-          53.65  (meters)                     EGM96
 DG4113
 DG4113  HORZ ORDER  -  FIRST
 DG4113  VERT ORDER  -  FIRST     CLASS II
 DG4113  ELLP ORDER  -  FOURTH    CLASS II
 DG4113
 DG4113.The horizontal coordinates were established by GPS observations
 DG4113.and adjusted by the National Geodetic Survey in June 2004..
 DG4113.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4113.DATUM ITEM on the data sheet items page.
 DG4113.The horizontal coordinates are valid at the epoch date displayed above.
 DG4113.The epoch date for horizontal control is a decimal equivalence
 DG4113.of Year/Month/Day.
 DG4113
 DG4113.The orthometric height was determined by differential leveling
 DG4113.and adjusted by the National Geodetic Survey in October 2004..
 DG4113.No vertical observational check was made to the station.
 DG4113
 DG4113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4113
 DG4113.The ellipsoidal height was determined by GPS observations
 DG4113.and is referenced to NAD 83.
 DG4113
 DG4113.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4113.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4113
 DG4113;                    North         East     Units Scale Factor Converg.
 DG4113;UTM  55      - 1,664,298.006   350,953.254   MT  0.99987476   -0 21 36.4
 DG4113
 DG4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4113!UTM  55      -   0.99998040  x   0.99987476  =   0.99985516
 DG4113
 DG4113                          SUPERSEDED SURVEY CONTROL
 DG4113
 DG4113.No superseded survey control is available for this station.
 DG4113
 DG4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5095364298(NAD 83)
 DG4113_MARKER: DV = VERTICAL CONTROL DISK
 DG4113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4113_STAMPING: BUDA 2003
 DG4113_MARK LOGO: NGS   
 DG4113_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4113+STABILITY: SURFACE MOTION
 DG4113
 DG4113  HISTORY     - Date     Condition        Report By
 DG4113  HISTORY     - 2003     MONUMENTED       CNMI
 DG4113
 DG4113                          STATION DESCRIPTION
 DG4113
 DG4113'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4113'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE KAHET AREA ON THE
 DG4113'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4113'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4 MILES
 DG4113'(2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR
 DG4113'1.6 MILES (2.6 KM) TO THE INTERSECTION OF 8TH AVENUE AND THE SEABEE
 DG4113'MONUMENT ON THE NORTHWEST SIDE OF THE INTERSECTION.  PROCEED NORTH ON
 DG4113'8TH AVENUE FOR 1.5 MILES (2.4 KM) TO STATION.  THE STATION IS A
 DG4113'STANDARD NGS BENCH MARK SET IN THE CENTERLINE OF THE ROAD.  28 FEET
 DG4113'(8.5 M) NORTHEAST FROM A COCONUT TREE.  THE MARK IS EAST OF THE WEST
 DG4113'EDGE AND 1.9 METERS (6.2 FT) WEST OF THE EAST EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4126 ***********************************************************************
 DG4126  DESIGNATION -  CARLSON
 DG4126  PID         -  DG4126
 DG4126  STATE/COUNTY-  CQ/
 DG4126  USGS QUAD   -  
 DG4126
 DG4126                         *CURRENT SURVEY CONTROL
 DG4126  ___________________________________________________________________
 DG4126* NAD 83(1986)-  14 58 11.     (N)    214 22 57.     (W)     SCALED    
 DG4126* NMVD03      -         2.790  (meters)       9.15   (feet)  ADJUSTED  
 DG4126  ___________________________________________________________________
 DG4126  GEOID HEIGHT-          53.49  (meters)                     EGM96
 DG4126
 DG4126  VERT ORDER  -  FIRST     CLASS II
 DG4126
 DG4126.The horizontal coordinates were scaled from a topographic map and have
 DG4126.an estimated accuracy of +/- 6 seconds.
 DG4126
 DG4126.The orthometric height was determined by differential leveling
 DG4126.and adjusted by the National Geodetic Survey in October 2004..
 DG4126.No vertical observational check was made to the station.
 DG4126
 DG4126.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4126.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4126
 DG4126                          SUPERSEDED SURVEY CONTROL
 DG4126
 DG4126.No superseded survey control is available for this station.
 DG4126
 DG4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS513554(NAD 83)
 DG4126_MARKER: DV = VERTICAL CONTROL DISK
 DG4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4126_STAMPING: CARLSON 2003
 DG4126_MARK LOGO: NGS   
 DG4126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4126+STABILITY: SURFACE MOTION
 DG4126
 DG4126  HISTORY     - Date     Condition        Report By
 DG4126  HISTORY     - 2003     MONUMENTED       CNMI
 DG4126
 DG4126                          STATION DESCRIPTION
 DG4126
 DG4126'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4126'THE STATION IS LOCATED IN SAN JOSE AREA ON THE ISLAND OF TINIAN, CNMI.
 DG4126'TO REACH THE STATION FROM THE TINIAN PORT, PROCEED NORTHEAST ON THE
 DG4126'FAREST WESTERLY ROAD FROM THE PORT FOR 0.1 MILES (0.2 KM) TO A CORAL
 DG4126'ROAD.  PROCEED WEST ON THE CORAL ROAD 0.2 MILES (0.3 KM) TO OLD
 DG4126'CONCRETE BUNKER TO THE SOUTH.  THE STATION IS A STANDARD NGS BENCH
 DG4126'MARK SET ON THE TOP OF THE BUNKER 2.5 FEET (0.8 M) ABOVE THE GROUND.
 DG4126'THE MARK IS 11.3 METERS (37.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 DG4126'THE BUNKER FOUNDATION, 12.3 METERS (40.4 FT) SOUTHWEST OF THE
 DG4126'CENTERLINE OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4122 ***********************************************************************
 DG4122  DESIGNATION -  CARMEN
 DG4122  PID         -  DG4122
 DG4122  STATE/COUNTY-  CQ/
 DG4122  USGS QUAD   -  
 DG4122
 DG4122                         *CURRENT SURVEY CONTROL
 DG4122  ___________________________________________________________________
 DG4122* NAD 83(2002)-  15 01 08.07212(N)    214 24 41.26470(W)     ADJUSTED  
 DG4122* NMVD03      -        53.876  (meters)     176.76   (feet)  ADJUSTED  
 DG4122  ___________________________________________________________________
 DG4122  EPOCH DATE  -        2002.00
 DG4122  X           -  -5,083,448.343 (meters)                     COMP
 DG4122  Y           -   3,482,203.702 (meters)                     COMP
 DG4122  Z           -   1,642,149.159 (meters)                     COMP
 DG4122  ELLIP HEIGHT-         108.63  (meters)          (06/14/04) GPS OBS
 DG4122  GEOID HEIGHT-          53.78  (meters)                     EGM96
 DG4122
 DG4122  HORZ ORDER  -  A
 DG4122  VERT ORDER  -  FIRST     CLASS II
 DG4122  ELLP ORDER  -  SECOND    CLASS I
 DG4122
 DG4122.The horizontal coordinates were established by GPS observations
 DG4122.and adjusted by the National Geodetic Survey in June 2004..
 DG4122.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4122.DATUM ITEM on the data sheet items page.
 DG4122.The horizontal coordinates are valid at the epoch date displayed above.
 DG4122.The epoch date for horizontal control is a decimal equivalence
 DG4122.of Year/Month/Day.
 DG4122
 DG4122.The orthometric height was determined by differential leveling
 DG4122.and adjusted by the National Geodetic Survey in October 2004..
 DG4122.No vertical observational check was made to the station.
 DG4122
 DG4122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4122
 DG4122.The ellipsoidal height was determined by GPS observations
 DG4122.and is referenced to NAD 83.
 DG4122
 DG4122.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4122.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4122
 DG4122;                    North         East     Units Scale Factor Converg.
 DG4122;UTM  55      - 1,660,901.823   348,257.215   MT  0.99988479   -0 21 57.0
 DG4122
 DG4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4122!UTM  55      -   0.99998292  x   0.99988479  =   0.99986771
 DG4122
 DG4122                          SUPERSEDED SURVEY CONTROL
 DG4122
 DG4122.No superseded survey control is available for this station.
 DG4122
 DG4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS4825760902(NAD 83)
 DG4122_MARKER: DV = VERTICAL CONTROL DISK
 DG4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4122_STAMPING: CARMEN 2003
 DG4122_MARK LOGO: NGS   
 DG4122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4122+STABILITY: SURFACE MOTION
 DG4122
 DG4122  HISTORY     - Date     Condition        Report By
 DG4122  HISTORY     - 2003     MONUMENTED       CNMI
 DG4122
 DG4122                          STATION DESCRIPTION
 DG4122
 DG4122'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4122'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE ATGIDON AREA ON
 DG4122'THE ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE
 DG4122'INTERSECTION OF THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON
 DG4122'BROADWAY FOR 1.4 MILES (2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT
 DG4122'THE INTERSECTION FOR 1.6 MILES (2.6 KM) TO THE INTERSECTION OF 8TH
 DG4122'AVENUE.  PROCEED THRU INTERSECTION PASS THE SEABEE MONUMENT FOR 1.5
 DG4122'MILES (2.4 KM) TO THE STATION.  THE STATION IS A STANDARD NGS BENCH
 DG4122'MARK SET IN THE CENTER OF THE ROAD.  THE MARK IS 2.8 METERS (9.2 FT)
 DG4122'EAST OF THE END OF PAVEMENT, 3.7 METERS (12.1 FT) SOUTH OF THE NORTH
 DG4122'EDGE OF PAVEMENT, AND 2.4 METERS (7.9 FT) NORTH OF THE SOUTH EDGE OF
 DG4122'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4019 ***********************************************************************
 DG4019  DESIGNATION -  CENTERLINE 1.001
 DG4019  PID         -  DG4019
 DG4019  STATE/COUNTY-  CQ/
 DG4019  USGS QUAD   -  
 DG4019
 DG4019                         *CURRENT SURVEY CONTROL
 DG4019  ___________________________________________________________________
 DG4019* NAD 83(1986)-  14 10 06.     (N)    214 45 25.     (W)     SCALED    
 DG4019* NMVD03      -       172.125  (meters)     564.71   (feet)  ADJUSTED  
 DG4019  ___________________________________________________________________
 DG4019  GEOID HEIGHT-          53.93  (meters)                     EGM96
 DG4019
 DG4019  VERT ORDER  -  FIRST     CLASS II
 DG4019
 DG4019.The horizontal coordinates were scaled from a topographic map and have
 DG4019.an estimated accuracy of +/- 6 seconds.
 DG4019
 DG4019.The orthometric height was determined by differential leveling
 DG4019.and adjusted by the National Geodetic Survey in October 2004..
 DG4019.No vertical observational check was made to the station.
 DG4019
 DG4019.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4019.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4019
 DG4019                          SUPERSEDED SURVEY CONTROL
 DG4019
 DG4019.No superseded survey control is available for this station.
 DG4019
 DG4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR103670(NAD 83)
 DG4019_MARKER: DD = SURVEY DISK
 DG4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4019_STAMPING: 1.001
 DG4019_MARK LOGO: CNMI  
 DG4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4019+STABILITY: SURFACE MOTION
 DG4019
 DG4019  HISTORY     - Date     Condition        Report By
 DG4019  HISTORY     - UNK      MONUMENTED       CNMI
 DG4019  HISTORY     - 20030528 GOOD             CNMI
 DG4019
 DG4019                          STATION DESCRIPTION
 DG4019
 DG4019'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4019'THE STATION IS LOCATED IN CHENCHON AREA ON THE ISLAND OF ROTA IN THE
 DG4019'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4019'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4019'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4019'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD.  THE STATION IS IN THE
 DG4019'MIDDLE OF THE INTERSECTION.  THE STATION IS A STANDARD DISK (CNMI
 DG4019'GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER) STAMPED 1.001 IN
 DG4019'CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD, 15.95 METERS
 DG4019'(52.33 FT) SOUTHWEST FROM THE SIGN TO AIRPORT, 21.75 METERS (71.36 FT)
 DG4019'NORTHWEST FROM THE TELEPHONE BOX ON THE SOUTHEAST OF THE INTERSECTION,
 DG4019'17.20 METERS (56.43 FT) EAST FROM TELEPHONE BOX SP1EE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4018 ***********************************************************************
 DG4018  DESIGNATION -  CENTERLINE 1.004
 DG4018  PID         -  DG4018
 DG4018  STATE/COUNTY-  CQ/
 DG4018  USGS QUAD   -  
 DG4018
 DG4018                         *CURRENT SURVEY CONTROL
 DG4018  ___________________________________________________________________
 DG4018* NAD 83(1986)-  14 10 06.     (N)    214 45 37.     (W)     SCALED    
 DG4018* NMVD03      -       174.888  (meters)     573.78   (feet)  ADJUSTED  
 DG4018  ___________________________________________________________________
 DG4018  GEOID HEIGHT-          53.96  (meters)                     EGM96
 DG4018
 DG4018  VERT ORDER  -  FIRST     CLASS II
 DG4018
 DG4018.The horizontal coordinates were scaled from a topographic map and have
 DG4018.an estimated accuracy of +/- 6 seconds.
 DG4018
 DG4018.The orthometric height was determined by differential leveling
 DG4018.and adjusted by the National Geodetic Survey in October 2004..
 DG4018.No vertical observational check was made to the station.
 DG4018
 DG4018.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4018.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4018
 DG4018                          SUPERSEDED SURVEY CONTROL
 DG4018
 DG4018.No superseded survey control is available for this station.
 DG4018
 DG4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR100670(NAD 83)
 DG4018_MARKER: DD = SURVEY DISK
 DG4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4018_STAMPING: 1.004
 DG4018_MARK LOGO: CNMI  
 DG4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4018+STABILITY: SURFACE MOTION
 DG4018
 DG4018  HISTORY     - Date     Condition        Report By
 DG4018  HISTORY     - UNK      MONUMENTED       CNMI
 DG4018  HISTORY     - 20030528 GOOD             CNMI
 DG4018
 DG4018                          STATION DESCRIPTION
 DG4018
 DG4018'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4018'THE STATION IS LOCATED SINAPALO VILLAGE ON THE ISLAND OF ROTA IN THE
 DG4018'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4018'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4018'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4018'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 0.25
 DG4018'MILES.  (0.40 KM) THE STATION IS IN THE MIDDLE OF THE INTERSECTION OF
 DG4018'SAN FRANCISCO ROAD AND SINAPALO NUMBER 1.  THE STATION IS A STANDARD
 DG4018'DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER) STAMPED
 DG4018'1.004 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD, 24.97
 DG4018'METERS (81.92 FT) NORTHEAST FROM THE SIGN FOR PASCO DRIVE, 13.92
 DG4018'METERS (45.67 FT) NORTHWEST OF TELEPHONE BOX AT INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4007 ***********************************************************************
 DG4007  DESIGNATION -  CENTERLINE 1.005
 DG4007  PID         -  DG4007
 DG4007  STATE/COUNTY-  CQ/
 DG4007  USGS QUAD   -  
 DG4007
 DG4007                         *CURRENT SURVEY CONTROL
 DG4007  ___________________________________________________________________
 DG4007* NAD 83(1986)-  14 10 06.     (N)    214 45 43.     (W)     SCALED    
 DG4007* NMVD03      -       176.927  (meters)     580.47   (feet)  ADJUSTED  
 DG4007  ___________________________________________________________________
 DG4007  GEOID HEIGHT-          53.98  (meters)                     EGM96
 DG4007
 DG4007  VERT ORDER  -  FIRST     CLASS II
 DG4007
 DG4007.The horizontal coordinates were scaled from a topographic map and have
 DG4007.an estimated accuracy of +/- 6 seconds.
 DG4007
 DG4007.The orthometric height was determined by differential leveling
 DG4007.and adjusted by the National Geodetic Survey in October 2004..
 DG4007.No vertical observational check was made to the station.
 DG4007
 DG4007.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4007.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4007
 DG4007                          SUPERSEDED SURVEY CONTROL
 DG4007
 DG4007.No superseded survey control is available for this station.
 DG4007
 DG4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR098670(NAD 83)
 DG4007_MARKER: DD = SURVEY DISK
 DG4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4007_STAMPING: 1.005
 DG4007_MARK LOGO: CNMI  
 DG4007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4007+STABILITY: SURFACE MOTION
 DG4007
 DG4007  HISTORY     - Date     Condition        Report By
 DG4007  HISTORY     - UNK      MONUMENTED       CNMI
 DG4007  HISTORY     - 20030528 GOOD             CNMI
 DG4007
 DG4007                          STATION DESCRIPTION
 DG4007
 DG4007'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4007'THE STATION IS LOCATED IN SINAPALO VILLAGE ON THE ISLAND OF ROTA IN
 DG4007'THE COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE
 DG4007'STATION FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE
 DG4007'AIRPORT ROAD FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE
 DG4007'AIRPORT ROAD AND THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED
 DG4007'WEST FOR 0.3 MILES.  (0.5 KM) THE STATION IS IN THE MIDDLE OF THE
 DG4007'ROAD.  THE STATION IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND
 DG4007'SURVEY ROAD CONTROL MARKER) STAMPED 1.005 IN CONCRETE FLUSH WITH
 DG4007'GROUND IN THE MIDDLE OF THE ROAD, 8.95 METERS (29.36 FT) SOUTHEAST OF
 DG4007'WOODEN POWER POLE, 7.44 METERS (24.41 FT) SOUTHWEST OF MANHOLE COVER,
 DG4007'24.00 METERS (78.74 FT) NORTHWEST OF THE FLAME TREE AT THE ENTRANCE TO
 DG4007'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3997 ***********************************************************************
 DG3997  DESIGNATION -  CENTERLINE 1.009
 DG3997  PID         -  DG3997
 DG3997  STATE/COUNTY-  CQ/
 DG3997  USGS QUAD   -  
 DG3997
 DG3997                         *CURRENT SURVEY CONTROL
 DG3997  ___________________________________________________________________
 DG3997* NAD 83(1986)-  14 10 08.     (N)    214 46 09.     (W)     SCALED    
 DG3997* NMVD03      -       181.197  (meters)     594.48   (feet)  ADJUSTED  
 DG3997  ___________________________________________________________________
 DG3997  GEOID HEIGHT-          54.04  (meters)                     EGM96
 DG3997
 DG3997  VERT ORDER  -  FIRST     CLASS II
 DG3997
 DG3997.The horizontal coordinates were scaled from a topographic map and have
 DG3997.an estimated accuracy of +/- 6 seconds.
 DG3997
 DG3997.The orthometric height was determined by differential leveling
 DG3997.and adjusted by the National Geodetic Survey in October 2004..
 DG3997.No vertical observational check was made to the station.
 DG3997
 DG3997.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3997.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3997
 DG3997                          SUPERSEDED SURVEY CONTROL
 DG3997
 DG3997.No superseded survey control is available for this station.
 DG3997
 DG3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR090671(NAD 83)
 DG3997_MARKER: DD = SURVEY DISK
 DG3997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3997_STAMPING: 1.009
 DG3997_MARK LOGO: CNMI  
 DG3997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3997+STABILITY: SURFACE MOTION
 DG3997
 DG3997  HISTORY     - Date     Condition        Report By
 DG3997  HISTORY     - UNK      MONUMENTED       CNMI
 DG3997  HISTORY     - 20030528 GOOD             CNMI
 DG3997
 DG3997                          STATION DESCRIPTION
 DG3997
 DG3997'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3997'THE STATION IS LOCATED IN SINAPALO VILLAGE ON THE ISLAND OF ROTA IN
 DG3997'THE COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE
 DG3997'STATION FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE
 DG3997'AIRPORT ROAD FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE
 DG3997'AIRPORT ROAD AND THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED
 DG3997'WEST FOR 0.85 MILES.  (1.37 KM) THE STATION IS IN THE INTERSECTION OF
 DG3997'THE ROAD BY A SIGN TO SUNRISE INN.  THE STATION IS A STANDARD DISK
 DG3997'CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER STAMPED 1.009 ON
 DG3997'CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD, 14.0 METERS
 DG3997'(45.9 FT) SOUTHEAST OF POLE F3 186, 23.20 METERS (76.12 FT) NORTHWEST
 DG3997'OF TELEPHONE BOX AT INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4000 ***********************************************************************
 DG4000  DESIGNATION -  CENTERLINE 1.014
 DG4000  PID         -  DG4000
 DG4000  STATE/COUNTY-  CQ/
 DG4000  USGS QUAD   -  
 DG4000
 DG4000                         *CURRENT SURVEY CONTROL
 DG4000  ___________________________________________________________________
 DG4000* NAD 83(1986)-  14 10 09.     (N)    214 46 34.     (W)     SCALED    
 DG4000* NMVD03      -       180.859  (meters)     593.37   (feet)  ADJUSTED  
 DG4000  ___________________________________________________________________
 DG4000  GEOID HEIGHT-          54.10  (meters)                     EGM96
 DG4000
 DG4000  VERT ORDER  -  FIRST     CLASS II
 DG4000
 DG4000.The horizontal coordinates were scaled from a topographic map and have
 DG4000.an estimated accuracy of +/- 6 seconds.
 DG4000
 DG4000.The orthometric height was determined by differential leveling
 DG4000.and adjusted by the National Geodetic Survey in October 2004..
 DG4000.No vertical observational check was made to the station.
 DG4000
 DG4000.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4000.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4000
 DG4000                          SUPERSEDED SURVEY CONTROL
 DG4000
 DG4000.No superseded survey control is available for this station.
 DG4000
 DG4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR083671(NAD 83)
 DG4000_MARKER: DD = SURVEY DISK
 DG4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4000_STAMPING: 1.014
 DG4000_MARK LOGO: CNMI  
 DG4000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4000+STABILITY: SURFACE MOTION
 DG4000
 DG4000  HISTORY     - Date     Condition        Report By
 DG4000  HISTORY     - UNK      MONUMENTED       CNMI
 DG4000  HISTORY     - 20030528 GOOD             CNMI
 DG4000
 DG4000                          STATION DESCRIPTION
 DG4000
 DG4000'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4000'THE STATION IS LOCATED IN SINAPALO VILLAGE ON THE ISLAND OF ROTA IN
 DG4000'THE COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE
 DG4000'STATION FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE
 DG4000'AIRPORT ROAD FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE
 DG4000'AIRPORT ROAD AND THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED
 DG4000'WEST FOR 1.3 MILES (2.1 KM) TO THE INTERSECTION OF SINAPALO ROAD 2.
 DG4000'THE STATION IS A STANDARD DISK CNMI GOVERNMENT LANDS AND SURVEY ROAD
 DG4000'CONTROL MARKER, STAMPED 1.014 IN CONCRETE FLUSH WITH GROUND IN THE
 DG4000'MIDDLE OF THE ROAD, 11.3 METERS (37.1 FT) SOUTHWEST OF POLE NO F3 272.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4004 ***********************************************************************
 DG4004  DESIGNATION -  CENTERLINE 1.015
 DG4004  PID         -  DG4004
 DG4004  STATE/COUNTY-  CQ/
 DG4004  USGS QUAD   -  
 DG4004
 DG4004                         *CURRENT SURVEY CONTROL
 DG4004  ___________________________________________________________________
 DG4004* NAD 83(1986)-  14 10 09.     (N)    214 46 44.     (W)     SCALED    
 DG4004* NMVD03      -       178.966  (meters)     587.16   (feet)  ADJUSTED  
 DG4004  ___________________________________________________________________
 DG4004  GEOID HEIGHT-          54.12  (meters)                     EGM96
 DG4004
 DG4004  VERT ORDER  -  FIRST     CLASS II
 DG4004
 DG4004.The horizontal coordinates were scaled from a topographic map and have
 DG4004.an estimated accuracy of +/- 6 seconds.
 DG4004
 DG4004.The orthometric height was determined by differential leveling
 DG4004.and adjusted by the National Geodetic Survey in October 2004..
 DG4004.No vertical observational check was made to the station.
 DG4004
 DG4004.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4004.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4004
 DG4004                          SUPERSEDED SURVEY CONTROL
 DG4004
 DG4004.No superseded survey control is available for this station.
 DG4004
 DG4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR080671(NAD 83)
 DG4004_MARKER: DD = SURVEY DISK
 DG4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4004_STAMPING: 1.015
 DG4004_MARK LOGO: CNMI  
 DG4004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4004+STABILITY: SURFACE MOTION
 DG4004
 DG4004  HISTORY     - Date     Condition        Report By
 DG4004  HISTORY     - UNK      MONUMENTED       CNMI
 DG4004  HISTORY     - 20030528 GOOD             CNMI
 DG4004
 DG4004                          STATION DESCRIPTION
 DG4004
 DG4004'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4004'THE STATION IS LOCATED IN SINAPALO VILLAGE ON THE ISLAND OF ROTA IN
 DG4004'THE COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE
 DG4004'STATION FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE
 DG4004'AIRPORT ROAD FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE
 DG4004'AIRPORT ROAD AND THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED
 DG4004'WEST FOR 1.5 MILES (2.4 KM) TO THE INTERSECTION OF SINAPALO ROAD
 DG4004'NUMBER 3.  THE STATION IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND
 DG4004'SURVEY ROAD CONTROL MARKER) STAMPED 1.015 IN CONCRETE FLUSH WITH
 DG4004'GROUND IN THE MIDDLE OF THE ROAD, 12.30 METERS (40.35 FT) SOUTHWEST OF
 DG4004'POLE F3 269, 16.40 METERS (53.81 FT) SOUTHEAST FROM SPEED LIMIT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4006 ***********************************************************************
 DG4006  DESIGNATION -  CENTERLINE 1.020
 DG4006  PID         -  DG4006
 DG4006  STATE/COUNTY-  CQ/
 DG4006  USGS QUAD   -  
 DG4006
 DG4006                         *CURRENT SURVEY CONTROL
 DG4006  ___________________________________________________________________
 DG4006* NAD 83(1986)-  14 10 10.     (N)    214 47 03.     (W)     SCALED    
 DG4006* NMVD03      -       156.840  (meters)     514.57   (feet)  ADJUSTED  
 DG4006  ___________________________________________________________________
 DG4006  GEOID HEIGHT-          54.16  (meters)                     EGM96
 DG4006
 DG4006  VERT ORDER  -  FIRST     CLASS II
 DG4006
 DG4006.The horizontal coordinates were scaled from a topographic map and have
 DG4006.an estimated accuracy of +/- 6 seconds.
 DG4006
 DG4006.The orthometric height was determined by differential leveling
 DG4006.and adjusted by the National Geodetic Survey in October 2004..
 DG4006.No vertical observational check was made to the station.
 DG4006
 DG4006.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4006.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4006
 DG4006                          SUPERSEDED SURVEY CONTROL
 DG4006
 DG4006.No superseded survey control is available for this station.
 DG4006
 DG4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR074672(NAD 83)
 DG4006_MARKER: DD = SURVEY DISK
 DG4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4006_STAMPING: 1.020 2001
 DG4006_MARK LOGO: CNMI  
 DG4006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4006+STABILITY: SURFACE MOTION
 DG4006
 DG4006  HISTORY     - Date     Condition        Report By
 DG4006  HISTORY     - 2001     MONUMENTED       CNMI
 DG4006  HISTORY     - 20030528 GOOD             CNMI
 DG4006
 DG4006                          STATION DESCRIPTION
 DG4006
 DG4006'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4006'THE STATION IS LOCATED IN SINAPALO VILLAGE ON THE ISLAND OF ROTA IN
 DG4006'THE COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE
 DG4006'STATION FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE
 DG4006'AIRPORT ROAD FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE
 DG4006'AIRPORT ROAD AND THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED
 DG4006'WEST FOR 1.9 MILES (3.1 KM) TO THE INTERSECTION OF ROAD TO SINAPALO.
 DG4006'THE STATION IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD
 DG4006'CONTROL MARKER) STAMPED 1.020 IN CONCRETE FLUSH WITH GROUND IN THE
 DG4006'MIDDLE OF THE ROAD, 25.3 METERS (83.0 FT) SOUTHWEST OF POLE F3 254,
 DG4006'8.05 METERS (26.41 FT) SOUTHEAST OF WOODEN POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4021 ***********************************************************************
 DG4021  DESIGNATION -  CENTERLINE 1.025
 DG4021  PID         -  DG4021
 DG4021  STATE/COUNTY-  CQ/
 DG4021  USGS QUAD   -  
 DG4021
 DG4021                         *CURRENT SURVEY CONTROL
 DG4021  ___________________________________________________________________
 DG4021* NAD 83(1986)-  14 10 11.     (N)    214 47 28.     (W)     SCALED    
 DG4021* NMVD03      -       121.820  (meters)     399.67   (feet)  ADJUSTED  
 DG4021  ___________________________________________________________________
 DG4021  GEOID HEIGHT-          54.22  (meters)                     EGM96
 DG4021
 DG4021  VERT ORDER  -  FIRST     CLASS II
 DG4021
 DG4021.The horizontal coordinates were scaled from a topographic map and have
 DG4021.an estimated accuracy of +/- 6 seconds.
 DG4021
 DG4021.The orthometric height was determined by differential leveling
 DG4021.and adjusted by the National Geodetic Survey in October 2004..
 DG4021.No vertical observational check was made to the station.
 DG4021
 DG4021.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4021.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4021
 DG4021                          SUPERSEDED SURVEY CONTROL
 DG4021
 DG4021.No superseded survey control is available for this station.
 DG4021
 DG4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR066672(NAD 83)
 DG4021_MARKER: DD = SURVEY DISK
 DG4021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4021_STAMPING: 1.025
 DG4021_MARK LOGO: CNMI  
 DG4021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4021+STABILITY: SURFACE MOTION
 DG4021
 DG4021  HISTORY     - Date     Condition        Report By
 DG4021  HISTORY     - UNK      MONUMENTED       CNMI
 DG4021  HISTORY     - 20030528 GOOD             CNMI
 DG4021
 DG4021                          STATION DESCRIPTION
 DG4021
 DG4021'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4021'THE STATION IS LOCATED IN TALO AREA ON THE ISLAND OF ROTA IN THE
 DG4021'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4021'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4021'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4021'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 2.4 MILES
 DG4021'(3.9 KM) TO THE MARK.  THE STATION IS A STANDARD DISK (CNMI GOVERNMENT
 DG4021'LANDS AND SURVEY ROAD CONTROL MARKER) STAMPED 1.025 IN CONCRETE FLUSH
 DG4021'WITH GROUND IN THE MIDDLE OF THE ROAD, 19.8 METERS (65.0 FT) SOUTWEST
 DG4021'OF POLE NO F3 239, 33.9 METERS (111.2 FT) SOUTHEAST OF POWER POLE NO
 DG4021'F3238.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3999 ***********************************************************************
 DG3999  DESIGNATION -  CENTERLINE 1.028
 DG3999  PID         -  DG3999
 DG3999  STATE/COUNTY-  CQ/
 DG3999  USGS QUAD   -  
 DG3999
 DG3999                         *CURRENT SURVEY CONTROL
 DG3999  ___________________________________________________________________
 DG3999* NAD 83(1986)-  14 10 16.     (N)    214 47 37.     (W)     SCALED    
 DG3999* NMVD03      -        93.278  (meters)     306.03   (feet)  ADJUSTED  
 DG3999  ___________________________________________________________________
 DG3999  GEOID HEIGHT-          54.24  (meters)                     EGM96
 DG3999
 DG3999  VERT ORDER  -  FIRST     CLASS II
 DG3999
 DG3999.The horizontal coordinates were scaled from a topographic map and have
 DG3999.an estimated accuracy of +/- 6 seconds.
 DG3999
 DG3999.The orthometric height was determined by differential leveling
 DG3999.and adjusted by the National Geodetic Survey in October 2004..
 DG3999.No vertical observational check was made to the station.
 DG3999
 DG3999.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3999.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3999
 DG3999                          SUPERSEDED SURVEY CONTROL
 DG3999
 DG3999.No superseded survey control is available for this station.
 DG3999
 DG3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR064673(NAD 83)
 DG3999_MARKER: DD = SURVEY DISK
 DG3999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3999_STAMPING: 1.028
 DG3999_MARK LOGO: CNMI  
 DG3999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3999+STABILITY: SURFACE MOTION
 DG3999
 DG3999  HISTORY     - Date     Condition        Report By
 DG3999  HISTORY     - UNK      MONUMENTED       CNMI
 DG3999  HISTORY     - 20030528 GOOD             CNMI
 DG3999
 DG3999                          STATION DESCRIPTION
 DG3999
 DG3999'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3999'TO THE STATION IS LOCATED IN TALO AREA ON THE ISLAND OF ROTA IN THE
 DG3999'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3999'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3999'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3999'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 2.6 MILES
 DG3999'(4.2 KM) TO THE MARK.  THE STATION IS A STANDARD DISK CNMI GOVERNMENT
 DG3999'LANDS AND SURVEY ROAD CONTROL MARKER, STAMPED 1.028 IN CONCRETE FLUSH
 DG3999'WITH GROUND IN THE MIDDLE OF THE ROAD, 17.9 METERS (58.7 FT) SOUTHWEST
 DG3999'OF POWER POLE F3 230, 12.6 METERS (41.3 FT) WEST OF WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4011 ***********************************************************************
 DG4011  DESIGNATION -  CENTERLINE 1.032
 DG4011  PID         -  DG4011
 DG4011  STATE/COUNTY-  CQ/
 DG4011  USGS QUAD   -  
 DG4011
 DG4011                         *CURRENT SURVEY CONTROL
 DG4011  ___________________________________________________________________
 DG4011* NAD 83(1986)-  14 10 24.     (N)    214 47 29.     (W)     SCALED    
 DG4011* NMVD03      -        81.099  (meters)     266.07   (feet)  ADJUSTED  
 DG4011  ___________________________________________________________________
 DG4011  GEOID HEIGHT-          54.23  (meters)                     EGM96
 DG4011
 DG4011  VERT ORDER  -  FIRST     CLASS II
 DG4011
 DG4011.The horizontal coordinates were scaled from a topographic map and have
 DG4011.an estimated accuracy of +/- 6 seconds.
 DG4011
 DG4011.The orthometric height was determined by differential leveling
 DG4011.and adjusted by the National Geodetic Survey in October 2004..
 DG4011.No vertical observational check was made to the station.
 DG4011
 DG4011.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4011.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4011
 DG4011                          SUPERSEDED SURVEY CONTROL
 DG4011
 DG4011.No superseded survey control is available for this station.
 DG4011
 DG4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR066676(NAD 83)
 DG4011_MARKER: DD = SURVEY DISK
 DG4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4011_STAMPING: 1.032
 DG4011_MARK LOGO: CNMI  
 DG4011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4011+STABILITY: SURFACE MOTION
 DG4011
 DG4011  HISTORY     - Date     Condition        Report By
 DG4011  HISTORY     - UNK      MONUMENTED       CNMI
 DG4011  HISTORY     - 20030528 GOOD             CNMI
 DG4011
 DG4011                          STATION DESCRIPTION
 DG4011
 DG4011'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4011'THE STATION IS LOCATED IN TALO AREA ON THE ISLAND OF ROTA IN THE
 DG4011'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4011'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4011'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4011'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 2.85 MILES
 DG4011'(4.59 KM) TO THE MARK ON CURVE GOING DOWN THE HILL.  THE STATION IS A
 DG4011'STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER)
 DG4011'STAMPED 1.032 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD,
 DG4011'20.24 METERS (66.40 FT) SOUTHWEST OF POWER POLE F3 223, 11.65 METERS
 DG4011'(38.22 FT) WEST OF COCONUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3979 ***********************************************************************
 DG3979  DESIGNATION -  CENTERLINE 1.034
 DG3979  PID         -  DG3979
 DG3979  STATE/COUNTY-  CQ/
 DG3979  USGS QUAD   -  
 DG3979
 DG3979                         *CURRENT SURVEY CONTROL
 DG3979  ___________________________________________________________________
 DG3979* NAD 83(1986)-  15 09 41.     (N)    214 17 37.     (W)     SCALED    
 DG3979* NMVD03      -         3.193  (meters)      10.48   (feet)  ADJUSTED  
 DG3979  ___________________________________________________________________
 DG3979  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3979
 DG3979  VERT ORDER  -  FIRST     CLASS II
 DG3979
 DG3979.The horizontal coordinates were scaled from a topographic map and have
 DG3979.an estimated accuracy of +/- 6 seconds.
 DG3979
 DG3979.The orthometric height was determined by differential leveling
 DG3979.and adjusted by the National Geodetic Survey in October 2004..
 DG3979
 DG3979.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3979.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3979
 DG3979                          SUPERSEDED SURVEY CONTROL
 DG3979
 DG3979.No superseded survey control is available for this station.
 DG3979
 DG3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS610765(NAD 83)
 DG3979_MARKER: DD = SURVEY DISK
 DG3979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3979_STAMPING: 1.034
 DG3979_MARK LOGO: CNMI  
 DG3979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3979+STABILITY: SURFACE MOTION
 DG3979
 DG3979  HISTORY     - Date     Condition        Report By
 DG3979  HISTORY     - UNK      MONUMENTED       CNMI
 DG3979  HISTORY     - 20030530 GOOD             CNMI
 DG3979
 DG3979                          STATION DESCRIPTION
 DG3979
 DG3979'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3979'THE STATION IS LOCATED IN SUSUPE AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3979'TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND MICRO
 DG3979'BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 3.8 MILES.  (6.1 KM) THE
 DG3979'STATION IS A STANDARD CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG3979'MARKER DISK.  THE MARK IS LOCATED IN THE CENTER OF THE ROAD UNDER A
 DG3979'STEEL 6 INCH COVER SURROUNDED BY CONCRETE, 16.76 METERS (54.99 FT)
 DG3979'SOUTHEAST OF FLAME TREE, 10.66 METERS (34.97 FT) NORTHEAST FROM IRON
 DG3979'WOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4002 ***********************************************************************
 DG4002  DESIGNATION -  CENTERLINE 1.035
 DG4002  PID         -  DG4002
 DG4002  STATE/COUNTY-  CQ/
 DG4002  USGS QUAD   -  
 DG4002
 DG4002                         *CURRENT SURVEY CONTROL
 DG4002  ___________________________________________________________________
 DG4002* NAD 83(1986)-  14 10 31.     (N)    214 47 21.     (W)     SCALED    
 DG4002* NMVD03      -        76.641  (meters)     251.45   (feet)  ADJUSTED  
 DG4002  ___________________________________________________________________
 DG4002  GEOID HEIGHT-          54.23  (meters)                     EGM96
 DG4002
 DG4002  VERT ORDER  -  FIRST     CLASS II
 DG4002
 DG4002.The horizontal coordinates were scaled from a topographic map and have
 DG4002.an estimated accuracy of +/- 6 seconds.
 DG4002
 DG4002.The orthometric height was determined by differential leveling
 DG4002.and adjusted by the National Geodetic Survey in October 2004..
 DG4002.No vertical observational check was made to the station.
 DG4002
 DG4002.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4002.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4002
 DG4002                          SUPERSEDED SURVEY CONTROL
 DG4002
 DG4002.No superseded survey control is available for this station.
 DG4002
 DG4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR069678(NAD 83)
 DG4002_MARKER: DD = SURVEY DISK
 DG4002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4002_STAMPING: 1.035
 DG4002_MARK LOGO: CNMI  
 DG4002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4002+STABILITY: SURFACE MOTION
 DG4002
 DG4002  HISTORY     - Date     Condition        Report By
 DG4002  HISTORY     - UNK      MONUMENTED       CNMI
 DG4002  HISTORY     - 20030528 GOOD             CNMI
 DG4002
 DG4002                          STATION DESCRIPTION
 DG4002
 DG4002'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4002'THE STATION IS LOCATED IN TALO AREA ON THE ISLAND OF ROTA IN THE
 DG4002'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4002'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4002'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4002'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 3.05 MILES
 DG4002'(4.91 KM) TO THE MARK AT THE INTERSECTION TO THE ROTA RESORT. THE
 DG4002'STATION IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD
 DG4002'CONTROL MARKER) STAMPED 1.035 IN CONCRETE FLUSH WITH GROUND IN THE
 DG4002'MIDDLE OF THE ROAD, 15.62 METERS (51.25 FT) SOUTHWEST OF POWER POLE F3
 DG4002'216, 26.78 METERS (87.86 FT) NORTHEAST OF POWER POLE F3 217.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3995 ***********************************************************************
 DG3995  DESIGNATION -  CENTERLINE 1.043
 DG3995  PID         -  DG3995
 DG3995  STATE/COUNTY-  CQ/
 DG3995  USGS QUAD   -  
 DG3995
 DG3995                         *CURRENT SURVEY CONTROL
 DG3995  ___________________________________________________________________
 DG3995* NAD 83(1986)-  14 10 32.     (N)    214 47 44.     (W)     SCALED    
 DG3995* NMVD03      -        19.075  (meters)      62.58   (feet)  ADJUSTED  
 DG3995  ___________________________________________________________________
 DG3995  GEOID HEIGHT-          54.28  (meters)                     EGM96
 DG3995
 DG3995  VERT ORDER  -  FIRST     CLASS II
 DG3995
 DG3995.The horizontal coordinates were scaled from a topographic map and have
 DG3995.an estimated accuracy of +/- 6 seconds.
 DG3995
 DG3995.The orthometric height was determined by differential leveling
 DG3995.and adjusted by the National Geodetic Survey in October 2004..
 DG3995.No vertical observational check was made to the station.
 DG3995
 DG3995.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3995.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3995
 DG3995                          SUPERSEDED SURVEY CONTROL
 DG3995
 DG3995.No superseded survey control is available for this station.
 DG3995
 DG3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR062678(NAD 83)
 DG3995_MARKER: DD = SURVEY DISK
 DG3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3995_STAMPING: 1.043
 DG3995_MARK LOGO: CNMI  
 DG3995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3995+STABILITY: SURFACE MOTION
 DG3995
 DG3995  HISTORY     - Date     Condition        Report By
 DG3995  HISTORY     - UNK      MONUMENTED       CNMI
 DG3995  HISTORY     - 20030528 GOOD             CNMI
 DG3995
 DG3995                          STATION DESCRIPTION
 DG3995
 DG3995'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3995'THE STATION IS LOCATED IN TATGUE AREA ON THE ISLAND OF ROTA IN THE
 DG3995'COMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3995'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3995'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3995'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 3.6 MILES
 DG3995'(5.8 KM) TO THE MARK BY (SCHOOL BUS STOP AHEAD) SIGN.  THE STATION IS
 DG3995'A STANDARD DISK NMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER
 DG3995'STAMPED 1.043 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD,
 DG3995'17.3 METERS (56.8 FT) EAST SOUTHEAST OF POWER POLE F3 199, 36.4 METERS
 DG3995'(119.4 FT) SOUTHEAST OF POWER POLE F3 198.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4015 ***********************************************************************
 DG4015  DESIGNATION -  CENTERLINE 1.046
 DG4015  PID         -  DG4015
 DG4015  STATE/COUNTY-  CQ/
 DG4015  USGS QUAD   -  
 DG4015
 DG4015                         *CURRENT SURVEY CONTROL
 DG4015  ___________________________________________________________________
 DG4015* NAD 83(1986)-  14 10 31.     (N)    214 47 57.     (W)     SCALED    
 DG4015* NMVD03      -         5.924  (meters)      19.44   (feet)  ADJUSTED  
 DG4015  ___________________________________________________________________
 DG4015  GEOID HEIGHT-          54.30  (meters)                     EGM96
 DG4015
 DG4015  VERT ORDER  -  FIRST     CLASS II
 DG4015
 DG4015.The horizontal coordinates were scaled from a topographic map and have
 DG4015.an estimated accuracy of +/- 6 seconds.
 DG4015
 DG4015.The orthometric height was determined by differential leveling
 DG4015.and adjusted by the National Geodetic Survey in October 2004..
 DG4015.No vertical observational check was made to the station.
 DG4015
 DG4015.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4015.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4015
 DG4015                          SUPERSEDED SURVEY CONTROL
 DG4015
 DG4015.No superseded survey control is available for this station.
 DG4015
 DG4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR058678(NAD 83)
 DG4015_MARKER: DD = SURVEY DISK
 DG4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4015_STAMPING: 1.046 4.001
 DG4015_MARK LOGO: CNMI  
 DG4015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4015+STABILITY: SURFACE MOTION
 DG4015
 DG4015  HISTORY     - Date     Condition        Report By
 DG4015  HISTORY     - UNK      MONUMENTED       CNMI
 DG4015  HISTORY     - 20030528 GOOD             CNMI
 DG4015
 DG4015                          STATION DESCRIPTION
 DG4015
 DG4015'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4015'THE STATION IS LOCATED IN TATGUE AREA ON THE ISLAND OF ROTA IN THE
 DG4015'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4015'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4015'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4015'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 3.85 MILES
 DG4015'(6.20 KM) AT THE ENTRANCE TO COCONUT VILLAGE.  THE STATION IS A
 DG4015'STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER)
 DG4015'STAMPED 1.046 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD,
 DG4015'13.50 METERS (44.29 FT) WEST NORTHWEST OF POWER POLE F3 191, 7.82
 DG4015'METERS (25.66 FT) SOUTHWEST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3998 ***********************************************************************
 DG3998  DESIGNATION -  CENTERLINE 1.048
 DG3998  PID         -  DG3998
 DG3998  STATE/COUNTY-  CQ/
 DG3998  USGS QUAD   -  
 DG3998
 DG3998                         *CURRENT SURVEY CONTROL
 DG3998  ___________________________________________________________________
 DG3998* NAD 83(1986)-  14 10 28.     (N)    214 48 06.     (W)     SCALED    
 DG3998* NMVD03      -         6.058  (meters)      19.88   (feet)  ADJUSTED  
 DG3998  ___________________________________________________________________
 DG3998  GEOID HEIGHT-          54.32  (meters)                     EGM96
 DG3998
 DG3998  VERT ORDER  -  FIRST     CLASS II
 DG3998
 DG3998.The horizontal coordinates were scaled from a topographic map and have
 DG3998.an estimated accuracy of +/- 6 seconds.
 DG3998
 DG3998.The orthometric height was determined by differential leveling
 DG3998.and adjusted by the National Geodetic Survey in October 2004..
 DG3998.No vertical observational check was made to the station.
 DG3998
 DG3998.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3998.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3998
 DG3998                          SUPERSEDED SURVEY CONTROL
 DG3998
 DG3998.No superseded survey control is available for this station.
 DG3998
 DG3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR055677(NAD 83)
 DG3998_MARKER: DD = SURVEY DISK
 DG3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3998_STAMPING: 1.048
 DG3998_MARK LOGO: CNMI  
 DG3998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3998+STABILITY: SURFACE MOTION
 DG3998
 DG3998  HISTORY     - Date     Condition        Report By
 DG3998  HISTORY     - UNK      MONUMENTED       CNMI
 DG3998  HISTORY     - 20030528 GOOD             CNMI
 DG3998
 DG3998                          STATION DESCRIPTION
 DG3998
 DG3998'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3998'THE STATION IS LOCATED IN TATGUE AREA ON THE ISLAND OF ROTA IN THE
 DG3998'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3998'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3998'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3998'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST FOR 4.0 MILES
 DG3998'(6.4 KM) TO MARK.  THE STATION IS A STANDARD DISK CNMI GOVERNMENT
 DG3998'LANDS AND SURVEY ROAD CONTROL MARKER STAMPED 1.048 IN CONCRETE FLUSH
 DG3998'WITH GROUND IN THE MIDDLE OF THE ROAD, 15.5 METERS (50.9 FT) NORTH OF
 DG3998'POWER POLE F3 185.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3978 ***********************************************************************
 DG3978  DESIGNATION -  CENTERLINE 1.052
 DG3978  PID         -  DG3978
 DG3978  STATE/COUNTY-  CQ/
 DG3978  USGS QUAD   -  
 DG3978
 DG3978                         *CURRENT SURVEY CONTROL
 DG3978  ___________________________________________________________________
 DG3978* NAD 83(1986)-  15 10 46.     (N)    214 17 11.     (W)     SCALED    
 DG3978* NMVD03      -         2.652  (meters)       8.70   (feet)  ADJUSTED  
 DG3978  ___________________________________________________________________
 DG3978  GEOID HEIGHT-          53.19  (meters)                     EGM96
 DG3978
 DG3978  VERT ORDER  -  FIRST     CLASS II
 DG3978
 DG3978.The horizontal coordinates were scaled from a topographic map and have
 DG3978.an estimated accuracy of +/- 6 seconds.
 DG3978
 DG3978.The orthometric height was determined by differential leveling
 DG3978.and adjusted by the National Geodetic Survey in October 2004..
 DG3978
 DG3978.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3978.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3978
 DG3978                          SUPERSEDED SURVEY CONTROL
 DG3978
 DG3978.No superseded survey control is available for this station.
 DG3978
 DG3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS618785(NAD 83)
 DG3978_MARKER: DD = SURVEY DISK
 DG3978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3978_STAMPING: 1.052
 DG3978_MARK LOGO: CNMI  
 DG3978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3978+STABILITY: SURFACE MOTION
 DG3978
 DG3978  HISTORY     - Date     Condition        Report By
 DG3978  HISTORY     - UNK      MONUMENTED       CNMI
 DG3978  HISTORY     - 20030530 GOOD             CNMI
 DG3978
 DG3978                          STATION DESCRIPTION
 DG3978
 DG3978'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3978'THE STATION IS LOCATED IN CHALAN LAULAU AREA ON THE ISLAND OF SAIPAN,
 DG3978'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3978'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 2.5 MILES.  (4.0 KM)
 DG3978'THE STATION IS A STANDARD CNMI GOVERNMENT LANDS AND SURVEY ROAD
 DG3978'CONTROL MARKER DISK.  THE MARK IS LOCATED IN THE CENTER OF THE ROAD
 DG3978'UNDER A STEEL 6 INCH COVER SURROUNDED BY CONCRETE, 14.3 METERS (46.9
 DG3978'FT) SOUTHWEST OF POWER POLE 51456-50387, 11.3 METERS (37.1 FT)
 DG3978'SOUTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4012 ***********************************************************************
 DG4012  DESIGNATION -  CENTERLINE 1.055
 DG4012  PID         -  DG4012
 DG4012  STATE/COUNTY-  CQ/
 DG4012  USGS QUAD   -  
 DG4012
 DG4012                         *CURRENT SURVEY CONTROL
 DG4012  ___________________________________________________________________
 DG4012* NAD 83(1986)-  14 10 21.     (N)    214 48 35.     (W)     SCALED    
 DG4012* NMVD03      -         3.548  (meters)      11.64   (feet)  ADJUSTED  
 DG4012  ___________________________________________________________________
 DG4012  GEOID HEIGHT-          54.37  (meters)                     EGM96
 DG4012
 DG4012  VERT ORDER  -  FIRST     CLASS II
 DG4012
 DG4012.The horizontal coordinates were scaled from a topographic map and have
 DG4012.an estimated accuracy of +/- 6 seconds.
 DG4012
 DG4012.The orthometric height was determined by differential leveling
 DG4012.and adjusted by the National Geodetic Survey in October 2004..
 DG4012.No vertical observational check was made to the station.
 DG4012
 DG4012.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4012.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4012
 DG4012                          SUPERSEDED SURVEY CONTROL
 DG4012
 DG4012.No superseded survey control is available for this station.
 DG4012
 DG4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR046675(NAD 83)
 DG4012_MARKER: DD = SURVEY DISK
 DG4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4012_STAMPING: 1.055
 DG4012_MARK LOGO: CNMI  
 DG4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4012+STABILITY: SURFACE MOTION
 DG4012
 DG4012  HISTORY     - Date     Condition        Report By
 DG4012  HISTORY     - UNK      MONUMENTED       CNMI
 DG4012  HISTORY     - 20030528 GOOD             CNMI
 DG4012
 DG4012                          STATION DESCRIPTION
 DG4012
 DG4012'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4012'THE STATION IS LOCATED IN TATETO AREA ON THE ISLAND OF ROTA IN THE
 DG4012'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4012'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4012'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4012'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4012'VILLAGE OF SONGSONG FOR 4.6 MILES.  (7.4 KM) THE MARK IS AT THE
 DG4012'ENTRANCE TO TATETO BEACH.  THE STATION IS A STANDARD DISK (CNMI
 DG4012'GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER) STAMPED 1.055 IN
 DG4012'CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD, 28.65 METERS
 DG4012'(94.00 FT) NORTHEAST OF POWER POLE F3 167, 24.20 METERS (79.40 FT)
 DG4012'SOUTHWEST OF POWER POLE F3 166.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4010 ***********************************************************************
 DG4010  DESIGNATION -  CENTERLINE 1.057
 DG4010  PID         -  DG4010
 DG4010  STATE/COUNTY-  CQ/
 DG4010  USGS QUAD   -  
 DG4010
 DG4010                         *CURRENT SURVEY CONTROL
 DG4010  ___________________________________________________________________
 DG4010* NAD 83(1986)-  14 10 18.     (N)    214 48 43.     (W)     SCALED    
 DG4010* NMVD03      -         4.075  (meters)      13.37   (feet)  ADJUSTED  
 DG4010  ___________________________________________________________________
 DG4010  GEOID HEIGHT-          54.38  (meters)                     EGM96
 DG4010
 DG4010  VERT ORDER  -  FIRST     CLASS II
 DG4010
 DG4010.The horizontal coordinates were scaled from a topographic map and have
 DG4010.an estimated accuracy of +/- 6 seconds.
 DG4010
 DG4010.The orthometric height was determined by differential leveling
 DG4010.and adjusted by the National Geodetic Survey in October 2004..
 DG4010.No vertical observational check was made to the station.
 DG4010
 DG4010.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4010.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4010
 DG4010                          SUPERSEDED SURVEY CONTROL
 DG4010
 DG4010.No superseded survey control is available for this station.
 DG4010
 DG4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR044674(NAD 83)
 DG4010_MARKER: DD = SURVEY DISK
 DG4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4010_STAMPING: 1.057
 DG4010_MARK LOGO: CNMI  
 DG4010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4010+STABILITY: SURFACE MOTION
 DG4010
 DG4010  HISTORY     - Date     Condition        Report By
 DG4010  HISTORY     - UNK      MONUMENTED       CNMI
 DG4010  HISTORY     - 20030528 GOOD             CNMI
 DG4010
 DG4010                          STATION DESCRIPTION
 DG4010
 DG4010'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4010'THE STATION IS LOCATED IN TATETO AREA ON THE ISLAND OF ROTA IN THE
 DG4010'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4010'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4010'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4010'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4010'VILLAGE OF SONGSONG FOR 4.8 MILES (7.7 KM) TO THE MARK.  THE STATION
 DG4010'IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG4010'MARKER) STAMPED 1.057 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF
 DG4010'THE ROAD, 11.7 METERS (38.4 FT) NORTHWEST OF POWER POLE F3 161, 38.10
 DG4010'METERS (125.00 FT) NORTHEAST OF POWER POLE F3 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3977 ***********************************************************************
 DG3977  DESIGNATION -  CENTERLINE 1.058
 DG3977  PID         -  DG3977
 DG3977  STATE/COUNTY-  CQ/
 DG3977  USGS QUAD   -  
 DG3977
 DG3977                         *CURRENT SURVEY CONTROL
 DG3977  ___________________________________________________________________
 DG3977* NAD 83(1986)-  15 10 59.     (N)    214 17 09.     (W)     SCALED    
 DG3977* NMVD03      -         2.834  (meters)       9.30   (feet)  ADJUSTED  
 DG3977  ___________________________________________________________________
 DG3977  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3977
 DG3977  VERT ORDER  -  FIRST     CLASS II
 DG3977
 DG3977.The horizontal coordinates were scaled from a topographic map and have
 DG3977.an estimated accuracy of +/- 6 seconds.
 DG3977
 DG3977.The orthometric height was determined by differential leveling
 DG3977.and adjusted by the National Geodetic Survey in October 2004..
 DG3977
 DG3977.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3977.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3977
 DG3977                          SUPERSEDED SURVEY CONTROL
 DG3977
 DG3977.No superseded survey control is available for this station.
 DG3977
 DG3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS618789(NAD 83)
 DG3977_MARKER: DD = SURVEY DISK
 DG3977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3977_STAMPING: 1.058
 DG3977_MARK LOGO: CNMI  
 DG3977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3977+STABILITY: SURFACE MOTION
 DG3977
 DG3977  HISTORY     - Date     Condition        Report By
 DG3977  HISTORY     - UNK      MONUMENTED       CNMI
 DG3977  HISTORY     - 20030530 GOOD             CNMI
 DG3977
 DG3977                          STATION DESCRIPTION
 DG3977
 DG3977'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3977'THE STATION IS LOCATED IN SOUTH GARAPAN AREA ON THE ISLAND OF SAIPAN,
 DG3977'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3977'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 2.3 MILES.  (3.7 KM)
 DG3977'THE STATION IS A STANDARD CNMI GOVERNMENT LANDS AND SURVEY ROAD
 DG3977'CONTROL MARKER DISK.  THE MARK IS LOCATED IN THE CENTER OF THE ROAD
 DG3977'UNDER A STEEL 6 INCH COVER SURROUNDED BY CONCRETE, 13.9 METERS (45.6
 DG3977'FT) SOUTHWEST OF POWER POLE 51870-50455, 13.6 METERS (44.6 FT)
 DG3977'SOUTHEAST OF POWER POLE, 10.2 METERS (33.5 FT) SOUTHEAST OF STREET
 DG3977'LAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4022 ***********************************************************************
 DG4022  DESIGNATION -  CENTERLINE 1.064
 DG4022  PID         -  DG4022
 DG4022  STATE/COUNTY-  CQ/
 DG4022  USGS QUAD   -  
 DG4022
 DG4022                         *CURRENT SURVEY CONTROL
 DG4022  ___________________________________________________________________
 DG4022* NAD 83(2002)-  14 10 07.79227(N)    214 49 08.83865(W)     ADJUSTED  
 DG4022* NMVD03      -         4.648  (meters)      15.25   (feet)  ADJUSTED  
 DG4022  ___________________________________________________________________
 DG4022  EPOCH DATE  -        2002.00
 DG4022  X           -  -5,077,960.926 (meters)                     COMP
 DG4022  Y           -   3,531,788.712 (meters)                     COMP
 DG4022  Z           -   1,551,114.313 (meters)                     COMP
 DG4022  ELLIP HEIGHT-          59.38  (meters)          (06/14/04) GPS OBS
 DG4022  GEOID HEIGHT-          54.42  (meters)                     EGM96
 DG4022
 DG4022  HORZ ORDER  -  FIRST
 DG4022  VERT ORDER  -  FIRST     CLASS II
 DG4022  ELLP ORDER  -  FOURTH    CLASS II
 DG4022
 DG4022.The horizontal coordinates were established by GPS observations
 DG4022.and adjusted by the National Geodetic Survey in June 2004..
 DG4022.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4022.DATUM ITEM on the data sheet items page.
 DG4022.The horizontal coordinates are valid at the epoch date displayed above.
 DG4022.The epoch date for horizontal control is a decimal equivalence
 DG4022.of Year/Month/Day.
 DG4022
 DG4022.The orthometric height was determined by differential leveling
 DG4022.and adjusted by the National Geodetic Survey in October 2004..
 DG4022.No vertical observational check was made to the station.
 DG4022
 DG4022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4022
 DG4022.The ellipsoidal height was determined by GPS observations
 DG4022.and is referenced to NAD 83.
 DG4022
 DG4022.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4022.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4022
 DG4022;                    North         East     Units Scale Factor Converg.
 DG4022;UTM  55      - 1,567,161.435   303,666.651   MT  1.00007681   -0 26 43.5
 DG4022
 DG4022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4022!UTM  55      -   0.99999066  x   1.00007681  =   1.00006747
 DG4022
 DG4022|---------------------------------------------------------------------|
 DG4022| PID    Reference Object                     Distance      Geod. Az  |
 DG4022|                                                           dddmmss.s |
 DG4022| DG4023 TAM 5                               139.440 METERS 25701     |
 DG4022|---------------------------------------------------------------------|
 DG4022
 DG4022                          SUPERSEDED SURVEY CONTROL
 DG4022
 DG4022.No superseded survey control is available for this station.
 DG4022
 DG4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0366767161(NAD 83)
 DG4022_MARKER: DD = SURVEY DISK
 DG4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4022_STAMPING: 1.064
 DG4022_MARK LOGO: CNMI  
 DG4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4022+STABILITY: SURFACE MOTION
 DG4022
 DG4022  HISTORY     - Date     Condition        Report By
 DG4022  HISTORY     - UNK      MONUMENTED       CNMI
 DG4022  HISTORY     - 20030528 GOOD             CNMI
 DG4022
 DG4022                          STATION DESCRIPTION
 DG4022
 DG4022'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4022'THE STATION IS LOCATED IN UYULAN AREA ON THE ISLAND OF ROTA IN THE
 DG4022'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4022'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4022'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4022'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4022'VILLAGE OF SONGSONG FOR 5.3 MILES (8.5 KM) TO THE MARK JUST BEFORE THE
 DG4022'ROTA HOTEL.  THE STATION IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND
 DG4022'SURVEY ROAD CONTROL MARKER) STAMPED 1.064 IN CONCRETE FLUSH WITH
 DG4022'GROUND IN THE MIDDLE OF THE ROAD.  8.05 METERS (26.41 FT) NORTHWEST OF
 DG4022'POWER POLE F3 144, 13.1 METERS (43.0 FT) NORTHEAST OF A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3976 ***********************************************************************
 DG3976  DESIGNATION -  CENTERLINE 1.070
 DG3976  PID         -  DG3976
 DG3976  STATE/COUNTY-  CQ/
 DG3976  USGS QUAD   -  
 DG3976
 DG3976                         *CURRENT SURVEY CONTROL
 DG3976  ___________________________________________________________________
 DG3976* NAD 83(1986)-  15 11 53.     (N)    214 16 58.     (W)     SCALED    
 DG3976* NMVD03      -         1.852  (meters)       6.08   (feet)  ADJUSTED  
 DG3976  ___________________________________________________________________
 DG3976  GEOID HEIGHT-          53.21  (meters)                     EGM96
 DG3976
 DG3976  VERT ORDER  -  FIRST     CLASS II
 DG3976
 DG3976.The horizontal coordinates were scaled from a topographic map and have
 DG3976.an estimated accuracy of +/- 6 seconds.
 DG3976
 DG3976.The orthometric height was determined by differential leveling
 DG3976.and adjusted by the National Geodetic Survey in October 2004..
 DG3976
 DG3976.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3976.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3976
 DG3976                          SUPERSEDED SURVEY CONTROL
 DG3976
 DG3976.No superseded survey control is available for this station.
 DG3976
 DG3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS622806(NAD 83)
 DG3976_MARKER: DD = SURVEY DISK
 DG3976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3976_STAMPING: 1.070
 DG3976_MARK LOGO: CNMI  
 DG3976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3976+STABILITY: SURFACE MOTION
 DG3976
 DG3976  HISTORY     - Date     Condition        Report By
 DG3976  HISTORY     - UNK      MONUMENTED       CNMI
 DG3976  HISTORY     - 20030530 GOOD             CNMI
 DG3976
 DG3976                          STATION DESCRIPTION
 DG3976
 DG3976'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3976'THE STATION IS LOCATED IN GARAPAN AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3976'TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND MICRO
 DG3976'BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 1.2 MILES (1.9 KM) ACROSS
 DG3976'THE PAVILLION BY GARAPAN PARK.  THE STATION IS A STANDARD CNMI
 DG3976'GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER DISK.  THE MARK IS
 DG3976'LOCATED IN THE CENTER OF THE ROAD UNDER A STEEL 6 INCH COVER, 17.6
 DG3976'METERS (57.7 FT) NORTHEAST OF POWER POLE 53496-50762, 13.15 METERS
 DG3976'(43.14 FT) SOUTHEAST OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3996 ***********************************************************************
 DG3996  DESIGNATION -  CENTERLINE 1.072
 DG3996  PID         -  DG3996
 DG3996  STATE/COUNTY-  CQ/
 DG3996  USGS QUAD   -  
 DG3996
 DG3996                         *CURRENT SURVEY CONTROL
 DG3996  ___________________________________________________________________
 DG3996* NAD 83(1986)-  14 10 01.     (N)    214 49 36.     (W)     SCALED    
 DG3996* NMVD03      -         7.507  (meters)      24.63   (feet)  ADJUSTED  
 DG3996  ___________________________________________________________________
 DG3996  GEOID HEIGHT-          54.47  (meters)                     EGM96
 DG3996
 DG3996  VERT ORDER  -  FIRST     CLASS II
 DG3996
 DG3996.The horizontal coordinates were scaled from a topographic map and have
 DG3996.an estimated accuracy of +/- 6 seconds.
 DG3996
 DG3996.The orthometric height was determined by differential leveling
 DG3996.and adjusted by the National Geodetic Survey in October 2004..
 DG3996.No vertical observational check was made to the station.
 DG3996
 DG3996.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3996.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3996
 DG3996                          SUPERSEDED SURVEY CONTROL
 DG3996
 DG3996.No superseded survey control is available for this station.
 DG3996
 DG3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR028669(NAD 83)
 DG3996_MARKER: DD = SURVEY DISK
 DG3996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3996_STAMPING: 1.072
 DG3996_MARK LOGO: CNMI  
 DG3996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3996+STABILITY: SURFACE MOTION
 DG3996
 DG3996  HISTORY     - Date     Condition        Report By
 DG3996  HISTORY     - UNK      MONUMENTED       CNMI
 DG3996  HISTORY     - 20030528 GOOD             CNMI
 DG3996
 DG3996                          STATION DESCRIPTION
 DG3996
 DG3996'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3996'THE STATION IS LOCATED IN SONGTON AREA ON THE ISLAND OF ROTA IN THE
 DG3996'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3996'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3996'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3996'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG3996'VILLAGE OF SONGSONG FOR 5.9 MILES (9.5 KM) TO THE MARK.  THE STATION
 DG3996'IS A STANDARD DISK CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG3996'MARKER STAMPED 1.072 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF
 DG3996'THE ROAD, 30.4 METERS (99.7 FT) NORTHWEST OF POWER POLE F3 127, 14.5
 DG3996'METERS (47.6 FT) NORTHEAST OF POWER POLE F3 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4016 ***********************************************************************
 DG4016  DESIGNATION -  CENTERLINE 1.074
 DG4016  PID         -  DG4016
 DG4016  STATE/COUNTY-  CQ/
 DG4016  USGS QUAD   -  
 DG4016
 DG4016                         *CURRENT SURVEY CONTROL
 DG4016  ___________________________________________________________________
 DG4016* NAD 83(1986)-  14 10 03.     (N)    214 49 47.     (W)     SCALED    
 DG4016* NMVD03      -         5.370  (meters)      17.62   (feet)  ADJUSTED  
 DG4016  ___________________________________________________________________
 DG4016  GEOID HEIGHT-          54.49  (meters)                     EGM96
 DG4016
 DG4016  VERT ORDER  -  FIRST     CLASS II
 DG4016
 DG4016.The horizontal coordinates were scaled from a topographic map and have
 DG4016.an estimated accuracy of +/- 6 seconds.
 DG4016
 DG4016.The orthometric height was determined by differential leveling
 DG4016.and adjusted by the National Geodetic Survey in October 2004..
 DG4016.No vertical observational check was made to the station.
 DG4016
 DG4016.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4016.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4016
 DG4016                          SUPERSEDED SURVEY CONTROL
 DG4016
 DG4016.No superseded survey control is available for this station.
 DG4016
 DG4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR025670(NAD 83)
 DG4016_MARKER: DV = VERTICAL CONTROL DISK
 DG4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4016_STAMPING: 1.074
 DG4016_MARK LOGO: NGS   
 DG4016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4016+STABILITY: SURFACE MOTION
 DG4016
 DG4016  HISTORY     - Date     Condition        Report By
 DG4016  HISTORY     - UNK      MONUMENTED       CNMI
 DG4016  HISTORY     - 20030528 GOOD             CNMI
 DG4016
 DG4016                          STATION DESCRIPTION
 DG4016
 DG4016'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4016'THE STATION IS LOCATED IN SONGTON AREA ON THE ISLAND  OF ROTA IN THE
 DG4016'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4016'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4016'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4016'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4016'VILLAGE OF SONGSONG FOR 6.2 MILES TO THE MARK. THE STATION IS A
 DG4016'STANDARD DISK CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL MARKER
 DG4016'STAMPED 1.074 IN CONCRETE FLUSH WITH THE GROUND IN THE MIDDLE OF THE
 DG4016'ROAD, 47.06 METERS (154.4 FT) NORTHEAST OF POWERPOLE NUMBER F3 121,
 DG4016'AND 8.53 M (27.9 FT) SOUTHWEST OF POWERPOLE F3 120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4013 ***********************************************************************
 DG4013  DESIGNATION -  CENTERLINE 1.081
 DG4013  PID         -  DG4013
 DG4013  STATE/COUNTY-  CQ/
 DG4013  USGS QUAD   -  
 DG4013
 DG4013                         *CURRENT SURVEY CONTROL
 DG4013  ___________________________________________________________________
 DG4013* NAD 83(1986)-  14 10 05.     (N)    214 50 09.     (W)     SCALED    
 DG4013* NMVD03      -         6.127  (meters)      20.10   (feet)  ADJUSTED  
 DG4013  ___________________________________________________________________
 DG4013  GEOID HEIGHT-          54.53  (meters)                     EGM96
 DG4013
 DG4013  VERT ORDER  -  FIRST     CLASS II
 DG4013
 DG4013.The horizontal coordinates were scaled from a topographic map and have
 DG4013.an estimated accuracy of +/- 6 seconds.
 DG4013
 DG4013.The orthometric height was determined by differential leveling
 DG4013.and adjusted by the National Geodetic Survey in October 2004..
 DG4013.No vertical observational check was made to the station.
 DG4013
 DG4013.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4013.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4013
 DG4013                          SUPERSEDED SURVEY CONTROL
 DG4013
 DG4013.No superseded survey control is available for this station.
 DG4013
 DG4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR018670(NAD 83)
 DG4013_MARKER: DD = SURVEY DISK
 DG4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4013_STAMPING: 1.081
 DG4013_MARK LOGO: CNMI  
 DG4013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4013+STABILITY: SURFACE MOTION
 DG4013
 DG4013  HISTORY     - Date     Condition        Report By
 DG4013  HISTORY     - UNK      MONUMENTED       CNMI
 DG4013  HISTORY     - 20030528 GOOD             CNMI
 DG4013
 DG4013                          STATION DESCRIPTION
 DG4013
 DG4013'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4013'THE STATION IS LOCATED IN TATACHUK AREA ON THE ISLAND OF ROTA IN THE
 DG4013'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4013'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4013'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4013'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4013'VILLAGE OF SONGSONG FOR 6.6 MILES (10.6 KM) TO THE MARK.  THE STATION
 DG4013'IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG4013'MARKER) STAMPED 1.081 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF
 DG4013'THE ROAD, 7.65 METERS (25.10 FT) NORTH OF POWER POLE F3 107, 12.36
 DG4013'METERS (40.55 FT) SOUTH FROM STANCE OF COCONUT TREES AND APPROXIMATELY
 DG4013'70.0 METERS (229.7 FT) WEST OF THE INTERSECTION OF A ROAD TO THE
 DG4013'NORTHERN MARIANAS COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4001 ***********************************************************************
 DG4001  DESIGNATION -  CENTERLINE 1.083
 DG4001  PID         -  DG4001
 DG4001  STATE/COUNTY-  CQ/
 DG4001  USGS QUAD   -  
 DG4001
 DG4001                         *CURRENT SURVEY CONTROL
 DG4001  ___________________________________________________________________
 DG4001* NAD 83(1986)-  14 10 04.     (N)    214 50 17.     (W)     SCALED    
 DG4001* NMVD03      -         5.878  (meters)      19.28   (feet)  ADJUSTED  
 DG4001  ___________________________________________________________________
 DG4001  GEOID HEIGHT-          54.55  (meters)                     EGM96
 DG4001
 DG4001  VERT ORDER  -  FIRST     CLASS II
 DG4001
 DG4001.The horizontal coordinates were scaled from a topographic map and have
 DG4001.an estimated accuracy of +/- 6 seconds.
 DG4001
 DG4001.The orthometric height was determined by differential leveling
 DG4001.and adjusted by the National Geodetic Survey in October 2004..
 DG4001.No vertical observational check was made to the station.
 DG4001
 DG4001.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4001.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4001
 DG4001                          SUPERSEDED SURVEY CONTROL
 DG4001
 DG4001.No superseded survey control is available for this station.
 DG4001
 DG4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR016670(NAD 83)
 DG4001_MARKER: DD = SURVEY DISK
 DG4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4001_STAMPING: 1.083
 DG4001_MARK LOGO: CNMI  
 DG4001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4001+STABILITY: SURFACE MOTION
 DG4001
 DG4001  HISTORY     - Date     Condition        Report By
 DG4001  HISTORY     - UNK      MONUMENTED       CNMI
 DG4001  HISTORY     - 20030528 GOOD             CNMI
 DG4001
 DG4001                          STATION DESCRIPTION
 DG4001
 DG4001'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4001'THE STATION IS LOCATED IN TATACHUK AREA ON THE ISLAND OF ROTA IN THE
 DG4001'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4001'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4001'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4001'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4001'VILLAGE OF SONGSONG FOR 6.8 MILES (10.9 KM) TO THE MARK.  THE STATION
 DG4001'IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG4001'MARKER) STAMPED 1.083 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF
 DG4001'THE ROAD.  10.1 METERS (33.1 FT) NORTHEAST OF A FIRE HYDRANT, 14.95
 DG4001'METERS (49.05 FT) NORTHEAST OF POWER POLE F3 101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4008 ***********************************************************************
 DG4008  DESIGNATION -  CENTERLINE 1.096
 DG4008  PID         -  DG4008
 DG4008  STATE/COUNTY-  CQ/
 DG4008  USGS QUAD   -  
 DG4008
 DG4008                         *CURRENT SURVEY CONTROL
 DG4008  ___________________________________________________________________
 DG4008* NAD 83(1986)-  14 09 39.     (N)    214 50 42.     (W)     SCALED    
 DG4008* NMVD03      -         7.218  (meters)      23.68   (feet)  ADJUSTED  
 DG4008  ___________________________________________________________________
 DG4008  GEOID HEIGHT-          54.57  (meters)                     EGM96
 DG4008
 DG4008  VERT ORDER  -  FIRST     CLASS II
 DG4008
 DG4008.The horizontal coordinates were scaled from a topographic map and have
 DG4008.an estimated accuracy of +/- 6 seconds.
 DG4008
 DG4008.The orthometric height was determined by differential leveling
 DG4008.and adjusted by the National Geodetic Survey in October 2004..
 DG4008.No vertical observational check was made to the station.
 DG4008
 DG4008.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4008.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4008
 DG4008                          SUPERSEDED SURVEY CONTROL
 DG4008
 DG4008.No superseded survey control is available for this station.
 DG4008
 DG4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR008662(NAD 83)
 DG4008_MARKER: DD = SURVEY DISK
 DG4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4008_STAMPING: 1.096
 DG4008_MARK LOGO: CNMI  
 DG4008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4008+STABILITY: SURFACE MOTION
 DG4008
 DG4008  HISTORY     - Date     Condition        Report By
 DG4008  HISTORY     - UNK      MONUMENTED       CNMI
 DG4008  HISTORY     - 20030528 GOOD             CNMI
 DG4008
 DG4008                          STATION DESCRIPTION
 DG4008
 DG4008'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4008'THE STATION IS LOCATED IN TATACHUK AREA ON THE ISLAND OF ROTA IN THE
 DG4008'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4008'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4008'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4008'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4008'VILLAGE OF SONGSONG FOR 7.5 MILES (12.1 KM) TO THE MARK.  THE STATION
 DG4008'IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG4008'MARKER) STAMPED 1.096 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF
 DG4008'THE ROAD, 14.77 METERS (48.46 FT) SOUTHWEST OF POWER POLE F3 079,
 DG4008'24.98 METERS (81.96 FT) NORTHEAST OF A NO PASSING ZONE SIGN. THE
 DG4008'STATION IS 7.45 METERS (24.44 FT) NORTHWEST OF A DRIVEWAY ENTRANCE SET
 DG4008'IN A 14 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3980 ***********************************************************************
 DG3980  DESIGNATION -  CENTERLINE 1.103
 DG3980  PID         -  DG3980
 DG3980  STATE/COUNTY-  CQ/
 DG3980  USGS QUAD   -  
 DG3980
 DG3980                         *CURRENT SURVEY CONTROL
 DG3980  ___________________________________________________________________
 DG3980* NAD 83(1986)-  15 08 56.     (N)    214 17 27.     (W)     SCALED    
 DG3980* NMVD03      -         2.679  (meters)       8.79   (feet)  ADJUSTED  
 DG3980  ___________________________________________________________________
 DG3980  GEOID HEIGHT-          53.15  (meters)                     EGM96
 DG3980
 DG3980  VERT ORDER  -  FIRST     CLASS II
 DG3980
 DG3980.The horizontal coordinates were scaled from a topographic map and have
 DG3980.an estimated accuracy of +/- 6 seconds.
 DG3980
 DG3980.The orthometric height was determined by differential leveling
 DG3980.and adjusted by the National Geodetic Survey in October 2004..
 DG3980.No vertical observational check was made to the station.
 DG3980
 DG3980.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3980.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3980
 DG3980                          SUPERSEDED SURVEY CONTROL
 DG3980
 DG3980.No superseded survey control is available for this station.
 DG3980
 DG3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS613752(NAD 83)
 DG3980_MARKER: DD = SURVEY DISK
 DG3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3980_STAMPING: 1.103
 DG3980_MARK LOGO: CNMI  
 DG3980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3980+STABILITY: SURFACE MOTION
 DG3980
 DG3980  HISTORY     - Date     Condition        Report By
 DG3980  HISTORY     - UNK      MONUMENTED       CNMI
 DG3980  HISTORY     - 20030530 GOOD             CNMI
 DG3980
 DG3980                          STATION DESCRIPTION
 DG3980
 DG3980'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3980'THE STATION IS LOCATED IN SAN ANTONIO AREA ON THE ISLAND OF SAIPAN,
 DG3980'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3980'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 5.8 MILES.  (9.3 KM)
 DG3980'THE STATION IS A STANDARD CNMI GOVERNMENT LANDS AND SURVEY ROAD
 DG3980'CONTROL MARKER DISK.  THE MARK IS LOCATED IN THE CENTER OF THE ROAD
 DG3980'UNDER A STEEL 6 INCH COVER SURROUNDED BY CONCRETE, 14.3 METERS (46.9
 DG3980'FT) SOUTHWEST OF POWER POLE 46503-48709, 15.5 METERS (50.9 FT)
 DG3980'SOUTHEAST OF POWER POLE 46519-48686.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3993 ***********************************************************************
 DG3993  DESIGNATION -  CENTERLINE 1.103
 DG3993  PID         -  DG3993
 DG3993  STATE/COUNTY-  CQ/
 DG3993  USGS QUAD   -  
 DG3993
 DG3993                         *CURRENT SURVEY CONTROL
 DG3993  ___________________________________________________________________
 DG3993* NAD 83(1986)-  14 09 22.     (N)    214 50 56.     (W)     SCALED    
 DG3993* NMVD03      -        12.587  (meters)      41.30   (feet)  ADJUSTED  
 DG3993  ___________________________________________________________________
 DG3993  GEOID HEIGHT-          54.58  (meters)                     EGM96
 DG3993
 DG3993  VERT ORDER  -  FIRST     CLASS II
 DG3993
 DG3993.The horizontal coordinates were scaled from a topographic map and have
 DG3993.an estimated accuracy of +/- 6 seconds.
 DG3993
 DG3993.The orthometric height was determined by differential leveling
 DG3993.and adjusted by the National Geodetic Survey in October 2004..
 DG3993.No vertical observational check was made to the station.
 DG3993
 DG3993.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3993.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3993
 DG3993                          SUPERSEDED SURVEY CONTROL
 DG3993
 DG3993.No superseded survey control is available for this station.
 DG3993
 DG3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR004657(NAD 83)
 DG3993_MARKER: DD = SURVEY DISK
 DG3993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3993_STAMPING: 1.103
 DG3993_MARK LOGO: CNMI  
 DG3993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3993+STABILITY: SURFACE MOTION
 DG3993
 DG3993  HISTORY     - Date     Condition        Report By
 DG3993  HISTORY     - UNK      MONUMENTED       CNMI
 DG3993  HISTORY     - 20030528 GOOD             CNMI
 DG3993
 DG3993                          STATION DESCRIPTION
 DG3993
 DG3993'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3993'THE STATION IS LOCATED IN ESONG AREA ON THE ISLAND OF ROTA IN THE
 DG3993'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3993'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3993'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3993'THE MAIN ROAD KNOWN AS SAN FRANCSICO ROAD, PROCEED WEST TOWARD THE
 DG3993'VILLAGE OF SONGSONG FOR 8.0 MILES (12.9 KM) TO THE MARK BY THE CAVE
 DG3993'MUSEUM SIGN.  THE STATION IS A STANDARD DISK (NMI GOVERNMENT LANDS AND
 DG3993'SURVEY ROAD CONTROL MARKER) STAMPED 1.103 IN CONCRETE FLUSH WITH
 DG3993'GROUND IN THE MIDDLE OF THE ROAD, 22.44 METERS (73.62 FT) SOUTH
 DG3993'SOUTHWEST OF A POWER POLE F3 064, 23.65 METERS (77.59 FT) NORTHEAST OF
 DG3993'RED AND YELLOW ANCHOR IN YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4005 ***********************************************************************
 DG4005  DESIGNATION -  CENTERLINE 1.115
 DG4005  PID         -  DG4005
 DG4005  STATE/COUNTY-  CQ/
 DG4005  USGS QUAD   -  
 DG4005
 DG4005                         *CURRENT SURVEY CONTROL
 DG4005  ___________________________________________________________________
 DG4005* NAD 83(1986)-  14 09 04.     (N)    214 51 16.     (W)     SCALED    
 DG4005* NMVD03      -         6.035  (meters)      19.80   (feet)  ADJUSTED  
 DG4005  ___________________________________________________________________
 DG4005  GEOID HEIGHT-          54.59  (meters)                     EGM96
 DG4005
 DG4005  VERT ORDER  -  FIRST     CLASS II
 DG4005
 DG4005.The horizontal coordinates were scaled from a topographic map and have
 DG4005.an estimated accuracy of +/- 6 seconds.
 DG4005
 DG4005.The orthometric height was determined by differential leveling
 DG4005.and adjusted by the National Geodetic Survey in October 2004..
 DG4005.No vertical observational check was made to the station.
 DG4005
 DG4005.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4005.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4005
 DG4005                          SUPERSEDED SURVEY CONTROL
 DG4005
 DG4005.No superseded survey control is available for this station.
 DG4005
 DG4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR998652(NAD 83)
 DG4005_MARKER: DD = SURVEY DISK
 DG4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4005_STAMPING: 1.115
 DG4005_MARK LOGO: CNMI  
 DG4005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4005+STABILITY: SURFACE MOTION
 DG4005
 DG4005  HISTORY     - Date     Condition        Report By
 DG4005  HISTORY     - UNK      MONUMENTED       CNMI
 DG4005  HISTORY     - 20030528 GOOD             CNMI
 DG4005
 DG4005                          STATION DESCRIPTION
 DG4005
 DG4005'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4005'THE STATION IS LOCATED IN ESONG AREA ON THE ISLAND OF ROTA IN THE
 DG4005'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4005'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4005'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4005'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4005'VILLAGE OF SONGSONG FOR 8.5 MILES (13.7 KM) TO THE MARK.  THE STATION
 DG4005'IS A STANDARD DISK (CNMI GOVERNMENT LANDS AND SURVEY ROAD CONTROL
 DG4005'MARKER) STAMPED 1.115 IN CONCRETE FLUSH WITH GROUND IN THE MIDDLE OF
 DG4005'THE ROAD, 8.27 METERS (27.13 FT) SOUTHWEST OF POWER POLE F3 047.  THE
 DG4005'MARK IS 8.55 METERS (28.05 FT) EAST OF A GUY POLE ON NORTHWEST SIDE OF
 DG4005'THE ROAD, 3.4 METERS (11.2 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 DG4005'PAVEMENT, AND 3.35 METERS (10.99 FT) SOUTHEAST OF THE NORTHWEST EDGE
 DG4005'OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3975 ***********************************************************************
 DG3975  DESIGNATION -  CENTERLINE 3.023
 DG3975  PID         -  DG3975
 DG3975  STATE/COUNTY-  CQ/
 DG3975  USGS QUAD   -  
 DG3975
 DG3975                         *CURRENT SURVEY CONTROL
 DG3975  ___________________________________________________________________
 DG3975* NAD 83(1986)-  15 12 45.     (N)    214 16 33.     (W)     SCALED    
 DG3975* NMVD03      -         2.649  (meters)       8.69   (feet)  ADJUSTED  
 DG3975  ___________________________________________________________________
 DG3975  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3975
 DG3975  VERT ORDER  -  FIRST     CLASS II
 DG3975
 DG3975.The horizontal coordinates were scaled from a topographic map and have
 DG3975.an estimated accuracy of +/- 6 seconds.
 DG3975
 DG3975.The orthometric height was determined by differential leveling
 DG3975.and adjusted by the National Geodetic Survey in October 2004..
 DG3975.No vertical observational check was made to the station.
 DG3975
 DG3975.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3975.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3975
 DG3975                          SUPERSEDED SURVEY CONTROL
 DG3975
 DG3975.No superseded survey control is available for this station.
 DG3975
 DG3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS629822(NAD 83)
 DG3975_MARKER: DD = SURVEY DISK
 DG3975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3975_STAMPING: 3.023
 DG3975_MARK LOGO: CNMI  
 DG3975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3975+STABILITY: SURFACE MOTION
 DG3975
 DG3975  HISTORY     - Date     Condition        Report By
 DG3975  HISTORY     - UNK      MONUMENTED       CNMI
 DG3975  HISTORY     - 20030530 GOOD             CNMI
 DG3975
 DG3975                          STATION DESCRIPTION
 DG3975
 DG3975'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3975'THE STATION IS LOCATED IN NAVY HILL AREA ON THE ISLAND OF SAIPAN,
 DG3975'CNMI.  THE STATION IS LOCATED AT THE INTERSECTION OF NAVY HILL AND
 DG3975'MIDDLE ROAD.  THE STATION IS A STANDARD CNMI GOVERNMENT LANDS AND
 DG3975'SURVEY ROAD CONTROL MARKER DISK.  THE MARK IS LOCATED IN THE CENTER OF
 DG3975'THE MIDDLE ROAD UNDER A STEEL 6 INCH COVER SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7886 ***********************************************************************
 DE7886  DESIGNATION -  CHIGET
 DE7886  PID         -  DE7886
 DE7886  STATE/COUNTY-  CQ/
 DE7886  USGS QUAD   -  
 DE7886
 DE7886                         *CURRENT SURVEY CONTROL
 DE7886  ___________________________________________________________________
 DE7886* NAD 83(1986)-  15 03 27.     (N)    214 21 26.     (W)     SCALED    
 DE7886* LOCAL TIDAL -        74.35   (meters)     243.9    (feet)  LEVELING  
 DE7886  ___________________________________________________________________
 DE7886  GEOID HEIGHT-          53.45  (meters)                     EGM96
 DE7886
 DE7886  VERT ORDER  -  THIRD ?
 DE7886
 DE7886.The horizontal coordinates were scaled from a topographic map and have
 DE7886.an estimated accuracy of +/- 6 seconds.
 DE7886
 DE7886.The orthometric height was determined by differential leveling.
 DE7886.The vertical network tie was performed by a horz. field party for horz.
 DE7886.obs reductions. Reset procedures were used to establish the elevation.
 DE7886
 DE7886.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7886.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7886
 DE7886                          SUPERSEDED SURVEY CONTROL
 DE7886
 DE7886.No superseded survey control is available for this station.
 DE7886
 DE7886_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS541651(NAD 83)
 DE7886_MARKER: DD = SURVEY DISK
 DE7886_SETTING: 0 = UNSPECIFIED SETTING
 DE7886_SP_SET: SET INTO A CONCRETE TANK
 DE7886_STAMPING: CHIGET 1969
 DE7886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7886
 DE7886  HISTORY     - Date     Condition        Report By
 DE7886  HISTORY     - 1969     MONUMENTED       USGS
 DE7886
 DE7886                          STATION DESCRIPTION
 DE7886
 DE7886'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7886'LOCATED ABOUT 6.0 MI. N. OF SAN JOSE VILLAGE, 1.8 MI. S. OF THE ATOMIC
 DE7886'BOMB PITS, 1.0 MI. W. OF PUNTAN CHIGET.  TO REACH FROM THE DISTRICT
 DE7886'ADMINISTRATION OFFICE, DRIVE E. ON THE PAVED RD. 0.1 MI. TO RD.
 DE7886'INTERSECTION, TURN LEFT 0.1 MI. TO RD. INTERSECTION, TURN RIGHT 0.2
 DE7886'MI. TO RD. INTERSECTION AT BROADWAY, TURN LEFT 5.0 MI. TO A RD.
 DE7886'INTERSECTION, TURN RIGHT THROUGH A GATE THEN TURN LEFT UP FENCE LINE
 DE7886'0.1 MI. TO AN OLD RD., TURN RIGHT, 0.3 MI. TO END OF TRUCK TRAVEL.
 DE7886'THE STATION IS 60 FT. W. OF THE CENTERLINE RD.  STATION MARK IS A
 DE7886'STANDARD TABLET STAMPED CHIGET 1969 SET IN THE TOP OF A 15 X 15 FT.
 DE7886'CONCRETE TANK, PROJECTING 3.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4127 ***********************************************************************
 DG4127  DESIGNATION -  CINDY
 DG4127  PID         -  DG4127
 DG4127  STATE/COUNTY-  CQ/
 DG4127  USGS QUAD   -  
 DG4127
 DG4127                         *CURRENT SURVEY CONTROL
 DG4127  ___________________________________________________________________
 DG4127* NAD 83(2002)-  14 58 53.75829(N)    214 23 00.61551(W)     ADJUSTED  
 DG4127* NMVD03      -        37.957  (meters)     124.53   (feet)  ADJUSTED  
 DG4127  ___________________________________________________________________
 DG4127  EPOCH DATE  -        2002.00
 DG4127  X           -  -5,086,015.875 (meters)                     COMP
 DG4127  Y           -   3,480,317.384 (meters)                     COMP
 DG4127  Z           -   1,638,157.358 (meters)                     COMP
 DG4127  ELLIP HEIGHT-          92.51  (meters)          (06/14/04) GPS OBS
 DG4127  GEOID HEIGHT-          53.52  (meters)                     EGM96
 DG4127
 DG4127  HORZ ORDER  -  FIRST
 DG4127  VERT ORDER  -  FIRST     CLASS II
 DG4127  ELLP ORDER  -  FOURTH    CLASS II
 DG4127
 DG4127.The horizontal coordinates were established by GPS observations
 DG4127.and adjusted by the National Geodetic Survey in June 2004..
 DG4127.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4127.DATUM ITEM on the data sheet items page.
 DG4127.The horizontal coordinates are valid at the epoch date displayed above.
 DG4127.The epoch date for horizontal control is a decimal equivalence
 DG4127.of Year/Month/Day.
 DG4127
 DG4127.The orthometric height was determined by differential leveling
 DG4127.and adjusted by the National Geodetic Survey in October 2004..
 DG4127.No vertical observational check was made to the station.
 DG4127
 DG4127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4127
 DG4127.The ellipsoidal height was determined by GPS observations
 DG4127.and is referenced to NAD 83.
 DG4127
 DG4127.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4127.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4127
 DG4127;                    North         East     Units Scale Factor Converg.
 DG4127;UTM  55      - 1,656,755.184   351,237.633   MT  0.99987371   -0 21 27.8
 DG4127
 DG4127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4127!UTM  55      -   0.99998545  x   0.99987371  =   0.99985917
 DG4127
 DG4127                          SUPERSEDED SURVEY CONTROL
 DG4127
 DG4127.No superseded survey control is available for this station.
 DG4127
 DG4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5123856755(NAD 83)
 DG4127_MARKER: DV = VERTICAL CONTROL DISK
 DG4127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4127_STAMPING: CINDY 2003
 DG4127_MARK LOGO: NGS   
 DG4127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4127+STABILITY: SURFACE MOTION
 DG4127
 DG4127  HISTORY     - Date     Condition        Report By
 DG4127  HISTORY     - 2003     MONUMENTED       CNMI
 DG4127
 DG4127                          STATION DESCRIPTION
 DG4127
 DG4127'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4127'THE STATION IS LOCATED JUST NORTHWEST OF SAN JOSE ON THE ISLAND OF
 DG4127'TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4127'AIRPORT ROAD AND BROADWAY PROCEED SOUTH FOR 0.8 MILE (1.3 KM) TO THE
 DG4127'INTERSECTION, PROCEED WEST FOR 1.1 MILES (1.8 KM) TO THE INTERSECTION
 DG4127'OF 8TH AVENUE.  THE STATION IS A STANDARD NGS BENCH MARK SET IN THE
 DG4127'CENTER OF THE ROAD.  THE MARK IS 22.1 METERS (72.5 FT) NORTHEAST OF A
 DG4127'POWER POLE, 9.6 METERS (31.5 FT) NORTHEAST OF A ROAD CENTERLINE, 8.2
 DG4127'METERS (26.9 FT) NORTHWEST OF A ROAD CENTERLINE AND 12.5 METERS (41.0
 DG4127'FT) SOUTH OF A ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3941 ***********************************************************************
 DG3941  DESIGNATION -  CIR 1
 DG3941  PID         -  DG3941
 DG3941  STATE/COUNTY-  CQ/
 DG3941  USGS QUAD   -  
 DG3941
 DG3941                         *CURRENT SURVEY CONTROL
 DG3941  ___________________________________________________________________
 DG3941* NAD 83(1986)-  15 12 13.     (N)    214 14 38.     (W)     SCALED    
 DG3941* NMVD03      -       187.988  (meters)     616.76   (feet)  ADJUSTED  
 DG3941  ___________________________________________________________________
 DG3941  GEOID HEIGHT-          52.94  (meters)                     EGM96
 DG3941
 DG3941  VERT ORDER  -  FIRST     CLASS II
 DG3941
 DG3941.The horizontal coordinates were scaled from a topographic map and have
 DG3941.an estimated accuracy of +/- 6 seconds.
 DG3941
 DG3941.The orthometric height was determined by differential leveling
 DG3941.and adjusted by the National Geodetic Survey in October 2004..
 DG3941
 DG3941.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3941.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3941
 DG3941                          SUPERSEDED SURVEY CONTROL
 DG3941
 DG3941.No superseded survey control is available for this station.
 DG3941
 DG3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS663812(NAD 83)
 DG3941_MARKER: DV = VERTICAL CONTROL DISK
 DG3941_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3941_SP_SET: WATER VAULT COVER
 DG3941_STAMPING: CIR 1 2003
 DG3941_MARK LOGO: NGS   
 DG3941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3941
 DG3941  HISTORY     - Date     Condition        Report By
 DG3941  HISTORY     - 2003     MONUMENTED       NGS
 DG3941
 DG3941                          STATION DESCRIPTION
 DG3941
 DG3941'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3941'THE STATION IS LOCATED IN IDENNE VILLAGE ON THE ISLAND OF SAIPAN,
 DG3941'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3941'BEACH ROAD AND CAPITAL HILL/CROSS ISLAND ROAD PROCEED EAST 2.5 MILES
 DG3941'(4.0 KM) ON CROSS ISLAND ROAD TO THE MARK.  THE MARK IS LOCATED ON THE
 DG3941'LEFT SIDE OF THE ROAD OR EAST SIDE.  THE STATION IS A STANDARD NGS
 DG3941'BENCH MARK DISK SET IN TOP OF A WATER METER VAULT COVER, 6.30 METERS
 DG3941'(20.67 FT) FROM THE CENTERLINE OF THE ROAD, 14.80 METERS (48.56 FT)
 DG3941'NORTHWEST OF THE TELEPHONE POLE, 18.90 METERS (62.01 FT) FROM THE
 DG3941'POWER POLE, 3.0 METERS (9.8 FT) NORTHEAST FROM EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3942 ***********************************************************************
 DG3942  DESIGNATION -  CIR 2
 DG3942  PID         -  DG3942
 DG3942  STATE/COUNTY-  CQ/
 DG3942  USGS QUAD   -  
 DG3942
 DG3942                         *CURRENT SURVEY CONTROL
 DG3942  ___________________________________________________________________
 DG3942* NAD 83(1986)-  15 11 45.     (N)    214 14 33.     (W)     SCALED    
 DG3942* NMVD03      -       163.483  (meters)     536.36   (feet)  ADJUSTED  
 DG3942  ___________________________________________________________________
 DG3942  GEOID HEIGHT-          52.91  (meters)                     EGM96
 DG3942
 DG3942  VERT ORDER  -  FIRST     CLASS II
 DG3942
 DG3942.The horizontal coordinates were scaled from a topographic map and have
 DG3942.an estimated accuracy of +/- 6 seconds.
 DG3942
 DG3942.The orthometric height was determined by differential leveling
 DG3942.and adjusted by the National Geodetic Survey in October 2004..
 DG3942
 DG3942.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3942.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3942
 DG3942                          SUPERSEDED SURVEY CONTROL
 DG3942
 DG3942.No superseded survey control is available for this station.
 DG3942
 DG3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS665803(NAD 83)
 DG3942_MARKER: DV = VERTICAL CONTROL DISK
 DG3942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3942_SP_SET: FIRE HYDRANT BASE
 DG3942_STAMPING: CIR 2 2003
 DG3942_MARK LOGO: NGS   
 DG3942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3942
 DG3942  HISTORY     - Date     Condition        Report By
 DG3942  HISTORY     - 2003     MONUMENTED       NGS
 DG3942
 DG3942                          STATION DESCRIPTION
 DG3942
 DG3942'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3942'THE STATION IS LOCATED IN AS TEO VILLAGE ON THE ISLAND OF SAIPAN,
 DG3942'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3942'BEACH ROAD AND CAPITAL HILL/CROSS ISLAND ROAD PROCEED EAST 3.1 MILES
 DG3942'(5.0 KM) ON CROSS ISLAND ROAD TO THE MARK.  THE MARK IS LOCATED ON THE
 DG3942'LEFT SIDE OF THE ROAD OR EAST SIDE.  THE STATION IS A STANDARD NGS
 DG3942'BENCH MARK DISK SET IN TOP OF A FIRE HYDRANT BASE FLUSH WITH THE
 DG3942'GROUND, 6.3 METERS (20.7 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 DG3942'8.0 METERS (26.2 FT) NORTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3943 ***********************************************************************
 DG3943  DESIGNATION -  CIR 3
 DG3943  PID         -  DG3943
 DG3943  STATE/COUNTY-  CQ/
 DG3943  USGS QUAD   -  
 DG3943
 DG3943                         *CURRENT SURVEY CONTROL
 DG3943  ___________________________________________________________________
 DG3943* NAD 83(1986)-  15 11 16.     (N)    214 14 37.     (W)     SCALED    
 DG3943* NMVD03      -       171.876  (meters)     563.90   (feet)  ADJUSTED  
 DG3943  ___________________________________________________________________
 DG3943  GEOID HEIGHT-          52.89  (meters)                     EGM96
 DG3943
 DG3943  VERT ORDER  -  FIRST     CLASS II
 DG3943
 DG3943.The horizontal coordinates were scaled from a topographic map and have
 DG3943.an estimated accuracy of +/- 6 seconds.
 DG3943
 DG3943.The orthometric height was determined by differential leveling
 DG3943.and adjusted by the National Geodetic Survey in October 2004..
 DG3943
 DG3943.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3943.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3943
 DG3943                          SUPERSEDED SURVEY CONTROL
 DG3943
 DG3943.No superseded survey control is available for this station.
 DG3943
 DG3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS664794(NAD 83)
 DG3943_MARKER: DV = VERTICAL CONTROL DISK
 DG3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3943_STAMPING: CIR 3 2003
 DG3943_MARK LOGO: NGS   
 DG3943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3943+STABILITY: SURFACE MOTION
 DG3943
 DG3943  HISTORY     - Date     Condition        Report By
 DG3943  HISTORY     - 2003     MONUMENTED       CNMI
 DG3943
 DG3943                          STATION DESCRIPTION
 DG3943
 DG3943'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3943'THE STATION IS LOCATED IN PAPAGO VILLAGE.  TO REACH THE STATION FROM
 DG3943'THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL HILL/CROSS
 DG3943'ISLAND ROAD PROCEED EAST 3.8 MILES (6.1 KM) ON CROSS ISLAND ROAD TO
 DG3943'THE MARK.  THE MARK IS LOCATED ON THE LEFT SIDE OF THE ROAD OR EAST
 DG3943'SIDE.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN CONCRETE
 DG3943'POST FLUSH WITH THE GROUND, 5.0 METERS (16.4 FT) NORTHEAST FROM A
 DG3943'POWER POLE, 5.5 METERS (18.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DG3943'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3950 ***********************************************************************
 DG3950  DESIGNATION -  CIR 4
 DG3950  PID         -  DG3950
 DG3950  STATE/COUNTY-  CQ/
 DG3950  USGS QUAD   -  
 DG3950
 DG3950                         *CURRENT SURVEY CONTROL
 DG3950  ___________________________________________________________________
 DG3950* NAD 83(1986)-  15 11 01.     (N)    214 14 41.     (W)     SCALED    
 DG3950* NMVD03      -       176.175  (meters)     578.00   (feet)  ADJUSTED  
 DG3950  ___________________________________________________________________
 DG3950  GEOID HEIGHT-          52.89  (meters)                     EGM96
 DG3950
 DG3950  VERT ORDER  -  FIRST     CLASS II
 DG3950
 DG3950.The horizontal coordinates were scaled from a topographic map and have
 DG3950.an estimated accuracy of +/- 6 seconds.
 DG3950
 DG3950.The orthometric height was determined by differential leveling
 DG3950.and adjusted by the National Geodetic Survey in October 2004..
 DG3950
 DG3950.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3950.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3950
 DG3950                          SUPERSEDED SURVEY CONTROL
 DG3950
 DG3950.No superseded survey control is available for this station.
 DG3950
 DG3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS662790(NAD 83)
 DG3950_MARKER: DV = VERTICAL CONTROL DISK
 DG3950_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3950_SP_SET: GATE VALVE
 DG3950_STAMPING: CIR 4 2003
 DG3950_MARK LOGO: NGS   
 DG3950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3950
 DG3950  HISTORY     - Date     Condition        Report By
 DG3950  HISTORY     - 2003     MONUMENTED       CNMI
 DG3950
 DG3950                          STATION DESCRIPTION
 DG3950
 DG3950'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3950'THE STATION IS LOCATED IN PAPAGO VILLAGE.  TO REACH THE STATION FROM
 DG3950'THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL HILL/CROSS
 DG3950'ISLAND ROAD PROCEED EAST 4.3 MILES (6.9 KM) ON CROSS ISLAND ROAD OR
 DG3950'0.2 MILES (0.3 KM) FROM THE INTERSECTION OF CROSS ISLAND ROAD AND
 DG3950'KAGMAN ROAD.  THE MARK IS LOCATED ON THE TOP OF A WELL BASE OR GATE
 DG3950'VALVE ON THE LEFT SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS
 DG3950'BENCH MARK DISK SET ON TOP OF THE GATE VALVE, 7.5 METERS (24.6 FT)
 DG3950'FROM THE CENTERLINE OF THE ROAD, 2.5 METERS (8.2 FT) NORTHWEST FROM
 DG3950'SURGE TANK, 8.0 METERS (26.2 FT) SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3951 ***********************************************************************
 DG3951  DESIGNATION -  CIR 5
 DG3951  PID         -  DG3951
 DG3951  STATE/COUNTY-  CQ/
 DG3951  USGS QUAD   -  
 DG3951
 DG3951                         *CURRENT SURVEY CONTROL
 DG3951  ___________________________________________________________________
 DG3951* NAD 83(1986)-  15 10 33.     (N)    214 14 59.     (W)     SCALED    
 DG3951* NMVD03      -       180.356  (meters)     591.72   (feet)  ADJUSTED  
 DG3951  ___________________________________________________________________
 DG3951  GEOID HEIGHT-          52.90  (meters)                     EGM96
 DG3951
 DG3951  VERT ORDER  -  FIRST     CLASS II
 DG3951
 DG3951.The horizontal coordinates were scaled from a topographic map and have
 DG3951.an estimated accuracy of +/- 6 seconds.
 DG3951
 DG3951.The orthometric height was determined by differential leveling
 DG3951.and adjusted by the National Geodetic Survey in October 2004..
 DG3951
 DG3951.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3951.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3951
 DG3951                          SUPERSEDED SURVEY CONTROL
 DG3951
 DG3951.No superseded survey control is available for this station.
 DG3951
 DG3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS657781(NAD 83)
 DG3951_MARKER: DV = VERTICAL CONTROL DISK
 DG3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3951_STAMPING: CIR 5 2003
 DG3951_MARK LOGO: NGS   
 DG3951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3951+STABILITY: SURFACE MOTION
 DG3951
 DG3951  HISTORY     - Date     Condition        Report By
 DG3951  HISTORY     - 2003     MONUMENTED       CNMI
 DG3951
 DG3951                          STATION DESCRIPTION
 DG3951
 DG3951'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3951'THE STATION IS LOCATED IN PAPAGO VILLAGE.  TO REACH THE STATION FROM
 DG3951'THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL HILL/CROSS
 DG3951'ISLAND ROAD PROCEED EAST 5.1 MILES (8.2 KM) ON CROSS ISLAND ROAD OR
 DG3951'1.0 MILES (1.6 KM) FROM THE INTERSECTION OF CROSS ISLAND ROAD AND
 DG3951'KAGMAN ROAD.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN
 DG3951'CONCRETE POST FLUSH WITH GROUND, 8.0 METERS (26.2 FT) SOUTHEAST FROM
 DG3951'THE CENTERLINE OF THE ROAD, 5.0 METERS (16.4 FT) NORTHWEST FROM A
 DG3951'POWER POLE, 8 METERS (26.2 FT) SOUTHEAST FROM CABLE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3953 ***********************************************************************
 DG3953  DESIGNATION -  CIR 7
 DG3953  PID         -  DG3953
 DG3953  STATE/COUNTY-  CQ/
 DG3953  USGS QUAD   -  
 DG3953
 DG3953                         *CURRENT SURVEY CONTROL
 DG3953  ___________________________________________________________________
 DG3953* NAD 83(1986)-  15 09 46.     (N)    214 15 20.     (W)     SCALED    
 DG3953* NMVD03      -        98.544  (meters)     323.31   (feet)  ADJUSTED  
 DG3953  ___________________________________________________________________
 DG3953  GEOID HEIGHT-          52.91  (meters)                     EGM96
 DG3953
 DG3953  VERT ORDER  -  FIRST     CLASS II
 DG3953
 DG3953.The horizontal coordinates were scaled from a topographic map and have
 DG3953.an estimated accuracy of +/- 6 seconds.
 DG3953
 DG3953.The orthometric height was determined by differential leveling
 DG3953.and adjusted by the National Geodetic Survey in October 2004..
 DG3953
 DG3953.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3953.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3953
 DG3953                          SUPERSEDED SURVEY CONTROL
 DG3953
 DG3953.No superseded survey control is available for this station.
 DG3953
 DG3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS651767(NAD 83)
 DG3953_MARKER: DV = VERTICAL CONTROL DISK
 DG3953_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3953_SP_SET: PARKING LOT
 DG3953_STAMPING: CIR 7 2003
 DG3953_MARK LOGO: NGS   
 DG3953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3953
 DG3953  HISTORY     - Date     Condition        Report By
 DG3953  HISTORY     - 2003     MONUMENTED       CNMI
 DG3953
 DG3953                          STATION DESCRIPTION
 DG3953
 DG3953'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3953'THE STATION IS LOCATED IN SAN VINCENTE VILLAGE.  TO REACH THE STATION
 DG3953'FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL
 DG3953'HILL/CROSS ISLAND ROAD PROCEED EAST 6.3 MILES (10.1 KM) ON CROSS
 DG3953'ISLAND ROAD FOR 2.2 MILES (3.5 KM) FROM THE INTERSECTION OF CROSS
 DG3953'ISLAND ROAD AND KAGMAN ROAD AT THE TOP DRIVE WAY OF THE POST OFFICE
 DG3953'AND JESS LISAMA AND ASSOCIATES BUILDING.  THE STATION IS A STANDARD
 DG3953'NGS BENCH MARK DISK SET IN DRIVEWAY SLAB OF THE PARKING LOT FLUSH WITH
 DG3953'GROUND, 12.60 METERS (41.34 FT) NORTHEAST FROM THE CENTERLINE OF THE
 DG3953'ROAD, 9.20 METERS (30.18 FT) NORTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3954 ***********************************************************************
 DG3954  DESIGNATION -  CIR 8
 DG3954  PID         -  DG3954
 DG3954  STATE/COUNTY-  CQ/
 DG3954  USGS QUAD   -  
 DG3954
 DG3954                         *CURRENT SURVEY CONTROL
 DG3954  ___________________________________________________________________
 DG3954* NAD 83(1986)-  15 09 19.     (N)    214 15 38.     (W)     SCALED    
 DG3954* NMVD03      -        83.904  (meters)     275.27   (feet)  ADJUSTED  
 DG3954  ___________________________________________________________________
 DG3954  GEOID HEIGHT-          52.93  (meters)                     EGM96
 DG3954
 DG3954  VERT ORDER  -  FIRST     CLASS II
 DG3954
 DG3954.The horizontal coordinates were scaled from a topographic map and have
 DG3954.an estimated accuracy of +/- 6 seconds.
 DG3954
 DG3954.The orthometric height was determined by differential leveling
 DG3954.and adjusted by the National Geodetic Survey in October 2004..
 DG3954
 DG3954.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3954.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3954
 DG3954                          SUPERSEDED SURVEY CONTROL
 DG3954
 DG3954.No superseded survey control is available for this station.
 DG3954
 DG3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS645758(NAD 83)
 DG3954_MARKER: DV = VERTICAL CONTROL DISK
 DG3954_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3954_SP_SET: CURB
 DG3954_STAMPING: CIR 8 2003
 DG3954_MARK LOGO: NGS   
 DG3954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3954
 DG3954  HISTORY     - Date     Condition        Report By
 DG3954  HISTORY     - 2003     MONUMENTED       CNMI
 DG3954
 DG3954                          STATION DESCRIPTION
 DG3954
 DG3954'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3954'THE STATION IS LOCATED IN SAN VINCENTE VILLAGE.  TO REACH THE STATION
 DG3954'FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL
 DG3954'HILL/CROSS ISLAND ROAD PROCEED EAST 7.1 MILES (11.4 KM) ON CROSS
 DG3954'ISLAND ROAD OR 3.0 MILES (4.8 KM) FROM THE INTERSECTION OF CROSS
 DG3954'ISLAND ROAD AND KAGMAN ROAD AT THE TOP CURB AT THE ENTRANCE ROADWAY TO
 DG3954'THE STANFORD HOTEL.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET
 DG3954'IN CURB 6 INCHES ABOVE THE GROUND, 0.5 METERS (1.6 FT) SOUTHEAST FROM
 DG3954'THE CORNER FENCE OF THE WATER PUMP, 1.0 METERS (3.3 FT) SOUTHEAST OF
 DG3954'THE STOP SIGN, 6.00 METERS (19.68 FT) SOUTHEAST OF POWER POLE, 10.0
 DG3954'METERS (32.8 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3955 ***********************************************************************
 DG3955  DESIGNATION -  CIR 9
 DG3955  PID         -  DG3955
 DG3955  STATE/COUNTY-  CQ/
 DG3955  USGS QUAD   -  
 DG3955
 DG3955                         *CURRENT SURVEY CONTROL
 DG3955  ___________________________________________________________________
 DG3955* NAD 83(1986)-  15 09 01.     (N)    214 16 07.     (W)     SCALED    
 DG3955* NMVD03      -        55.174  (meters)     181.02   (feet)  ADJUSTED  
 DG3955  ___________________________________________________________________
 DG3955  GEOID HEIGHT-          52.98  (meters)                     EGM96
 DG3955
 DG3955  VERT ORDER  -  FIRST     CLASS II
 DG3955
 DG3955.The horizontal coordinates were scaled from a topographic map and have
 DG3955.an estimated accuracy of +/- 6 seconds.
 DG3955
 DG3955.The orthometric height was determined by differential leveling
 DG3955.and adjusted by the National Geodetic Survey in October 2004..
 DG3955
 DG3955.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3955.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3955
 DG3955                          SUPERSEDED SURVEY CONTROL
 DG3955
 DG3955.No superseded survey control is available for this station.
 DG3955
 DG3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS637753(NAD 83)
 DG3955_MARKER: DV = VERTICAL CONTROL DISK
 DG3955_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3955_SP_SET: TRAFFIC ISLAND
 DG3955_STAMPING: CIR 9 2003
 DG3955_MARK LOGO: NGS   
 DG3955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3955
 DG3955  HISTORY     - Date     Condition        Report By
 DG3955  HISTORY     - 2003     MONUMENTED       CNMI
 DG3955
 DG3955                          STATION DESCRIPTION
 DG3955
 DG3955'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3955'THE STATION IS LOCATED IN SAN VINCENTE VILLAGE.  TO REACH THE STATION
 DG3955'FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL
 DG3955'HILL/CROSS ISLAND ROAD PROCEED EAST 7.9 MILES (12.7 KM) ON CROS ISLAND
 DG3955'ROAD OR 3.8 MILES (6.1 KM) FROM THE INTERSECTION OF CROSS ISLAND ROAD
 DG3955'AND KAGMAN ROAD TO THE INTERSECTION OF CROSS ISLAND ROAD AND AIRPORT
 DG3955'ROAD HIGHWAY AT THE TRAFFIC ISLAND.  THE STATION IS A STANDARD NGS
 DG3955'BENCH MARK DISK SET IN TRAFFIC ISLAND BY THE MANHOLE COVER, 6.00
 DG3955'METERS (19.68 FT) SOUTHEAST FROM THE TRAFFIC WALK LIGHT, 10.0 METERS
 DG3955'(32.8 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4106 ***********************************************************************
 DG4106  DESIGNATION -  CIRCLE
 DG4106  PID         -  DG4106
 DG4106  STATE/COUNTY-  CQ/
 DG4106  USGS QUAD   -  
 DG4106
 DG4106                         *CURRENT SURVEY CONTROL
 DG4106  ___________________________________________________________________
 DG4106* NAD 83(2002)-  15 04 01.13153(N)    214 23 06.12642(W)     ADJUSTED  
 DG4106* NMVD03      -         9.923  (meters)      32.56   (feet)  ADJUSTED  
 DG4106  ___________________________________________________________________
 DG4106  EPOCH DATE  -        2002.00
 DG4106  X           -  -5,083,879.571 (meters)                     COMP
 DG4106  Y           -   3,479,054.964 (meters)                     COMP
 DG4106  Z           -   1,647,274.666 (meters)                     COMP
 DG4106  ELLIP HEIGHT-          64.65  (meters)          (06/14/04) GPS OBS
 DG4106  GEOID HEIGHT-          53.66  (meters)                     EGM96
 DG4106
 DG4106  HORZ ORDER  -  FIRST
 DG4106  VERT ORDER  -  FIRST     CLASS II
 DG4106  ELLP ORDER  -  FOURTH    CLASS II
 DG4106
 DG4106.The horizontal coordinates were established by GPS observations
 DG4106.and adjusted by the National Geodetic Survey in June 2004..
 DG4106.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4106.DATUM ITEM on the data sheet items page.
 DG4106.The horizontal coordinates are valid at the epoch date displayed above.
 DG4106.The epoch date for horizontal control is a decimal equivalence
 DG4106.of Year/Month/Day.
 DG4106
 DG4106.The orthometric height was determined by differential leveling
 DG4106.and adjusted by the National Geodetic Survey in October 2004..
 DG4106.No vertical observational check was made to the station.
 DG4106
 DG4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4106
 DG4106.The ellipsoidal height was determined by GPS observations
 DG4106.and is referenced to NAD 83.
 DG4106
 DG4106.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4106.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4106
 DG4106;                    North         East     Units Scale Factor Converg.
 DG4106;UTM  55      - 1,666,202.205   351,132.209   MT  0.99987410   -0 21 36.4
 DG4106
 DG4106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4106!UTM  55      -   0.99998983  x   0.99987410  =   0.99986394
 DG4106
 DG4106                          SUPERSEDED SURVEY CONTROL
 DG4106
 DG4106.No superseded survey control is available for this station.
 DG4106
 DG4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5113266202(NAD 83)
 DG4106_MARKER: DV = VERTICAL CONTROL DISK
 DG4106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4106_STAMPING: CIRCLE 2003
 DG4106_MARK LOGO: NGS   
 DG4106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4106+STABILITY: SURFACE MOTION
 DG4106
 DG4106  HISTORY     - Date     Condition        Report By
 DG4106  HISTORY     - 2003     MONUMENTED       CNMI
 DG4106
 DG4106                          STATION DESCRIPTION
 DG4106
 DG4106'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4106'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE UNAI CHULU -
 DG4106'SABANETAN FAMALAUAN AREA ON THE ISLAND OF TINIAN, CNMI.  TO REACH THE
 DG4106'STATION FROM THE INTERSECTION OF THE AIRPORT ROAD AND BROADWAY,
 DG4106'PROCEED NORTH ON BROADWAY FOR 1.4 MILES (2.3 KM) TO THE INTERSECTION.
 DG4106'PROCEED WEST AT THE INTERSECTION FOR 1.6 MILES (2.6 KM) TO THE
 DG4106'INTERSECTION OF 8TH AVENUE AND THE SEABEE MONUMENT ON THE NORTHWEST
 DG4106'SIDE OF THE INTERSECTION.  PROCEED NORTH ON 8TH AVENUE FOR 3.3 MILES
 DG4106'(5.3 KM) TO STATION.  THE STATION IS A STANDARD NGS BENCH MARK SET IN
 DG4106'THE CENTERLINE OF THE ROAD.  THE MARK IS 3.6 METERS (11.8 FT) WEST OF
 DG4106'THE EAST EDGE OF THE ROAD AND 6.7 METERS (22.0 FT) EAST OF THE WEST
 DG4106'EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4128 ***********************************************************************
 DG4128  DESIGNATION -  CPA
 DG4128  PID         -  DG4128
 DG4128  STATE/COUNTY-  CQ/
 DG4128  USGS QUAD   -  
 DG4128
 DG4128                         *CURRENT SURVEY CONTROL
 DG4128  ___________________________________________________________________
 DG4128* NAD 83(1986)-  14 59 38.     (N)    214 21 58.     (W)     SCALED    
 DG4128* NMVD03      -        98.238  (meters)     322.30   (feet)  ADJUSTED  
 DG4128  ___________________________________________________________________
 DG4128  GEOID HEIGHT-          53.40  (meters)                     EGM96
 DG4128
 DG4128  VERT ORDER  -  FIRST     CLASS II
 DG4128
 DG4128.The horizontal coordinates were scaled from a topographic map and have
 DG4128.an estimated accuracy of +/- 6 seconds.
 DG4128
 DG4128.The orthometric height was determined by differential leveling
 DG4128.and adjusted by the National Geodetic Survey in October 2004..
 DG4128
 DG4128.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4128.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4128
 DG4128                          SUPERSEDED SURVEY CONTROL
 DG4128
 DG4128.No superseded survey control is available for this station.
 DG4128
 DG4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS531581(NAD 83)
 DG4128_MARKER: DV = VERTICAL CONTROL DISK
 DG4128_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG4128_SP_SET: SIGN BASE
 DG4128_STAMPING: CPA 2003
 DG4128_MARK LOGO: NGS   
 DG4128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4128+STABILITY: SURFACE MOTION
 DG4128
 DG4128  HISTORY     - Date     Condition        Report By
 DG4128  HISTORY     - 2003     MONUMENTED       CNMI
 DG4128
 DG4128                          STATION DESCRIPTION
 DG4128
 DG4128'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4128'THE STATION IS LOCATED IN THE AIRPORT AREA ON THE ISLAND OF TINIAN,
 DG4128'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE TINIAN
 DG4128'AIRPORT ROAD AND BROADWAY.  THE MARK IS 10.5 METERS (34.4 FT)
 DG4128'NORTHEAST OF A POWER POLE, 2.3 METERS (7.5 FT) NORTHWEST OF A SIGN
 DG4128'POST, 0.7 METERS (2.3 FT) SOUTHWEST OF A SIGN POST.  THE STATION IS A
 DG4128'STANDARD NGS BENCH MARK SET IN CONCRETE BASE OF THE SIGN FOR THE
 DG4128'DYNASTY CASINOS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4133 ***********************************************************************
 DG4133  DESIGNATION -  DAGU
 DG4133  PID         -  DG4133
 DG4133  STATE/COUNTY-  CQ/
 DG4133  USGS QUAD   -  
 DG4133
 DG4133                         *CURRENT SURVEY CONTROL
 DG4133  ___________________________________________________________________
 DG4133* NAD 83(2002)-  15 00 10.38662(N)    214 20 46.69701(W)     ADJUSTED  
 DG4133* NMVD03      -        45.514  (meters)     149.32   (feet)  ADJUSTED  
 DG4133  ___________________________________________________________________
 DG4133  EPOCH DATE  -        2002.00
 DG4133  X           -  -5,087,777.273 (meters)                     COMP
 DG4133  Y           -   3,476,674.810 (meters)                     COMP
 DG4133  Z           -   1,640,434.364 (meters)                     COMP
 DG4133  ELLIP HEIGHT-          99.91  (meters)          (06/14/04) GPS OBS
 DG4133  GEOID HEIGHT-          53.25  (meters)                     EGM96
 DG4133
 DG4133  HORZ ORDER  -  A
 DG4133  VERT ORDER  -  FIRST     CLASS II
 DG4133  ELLP ORDER  -  SECOND    CLASS I
 DG4133
 DG4133.The horizontal coordinates were established by GPS observations
 DG4133.and adjusted by the National Geodetic Survey in June 2004..
 DG4133.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4133.DATUM ITEM on the data sheet items page.
 DG4133.The horizontal coordinates are valid at the epoch date displayed above.
 DG4133.The epoch date for horizontal control is a decimal equivalence
 DG4133.of Year/Month/Day.
 DG4133
 DG4133.The orthometric height was determined by differential leveling
 DG4133.and adjusted by the National Geodetic Survey in October 2004..
 DG4133.No vertical observational check was made to the station.
 DG4133
 DG4133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4133
 DG4133.The ellipsoidal height was determined by GPS observations
 DG4133.and is referenced to NAD 83.
 DG4133
 DG4133.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4133.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4133
 DG4133;                    North         East     Units Scale Factor Converg.
 DG4133;UTM  55      - 1,659,085.395   355,252.515   MT  0.99985913   -0 20 54.9
 DG4133
 DG4133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4133!UTM  55      -   0.99998429  x   0.99985913  =   0.99984342
 DG4133
 DG4133                          SUPERSEDED SURVEY CONTROL
 DG4133
 DG4133.No superseded survey control is available for this station.
 DG4133
 DG4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5525359085(NAD 83)
 DG4133_MARKER: DV = VERTICAL CONTROL DISK
 DG4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4133_STAMPING: DAGU 2003
 DG4133_MARK LOGO: NGS   
 DG4133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4133+STABILITY: SURFACE MOTION
 DG4133
 DG4133  HISTORY     - Date     Condition        Report By
 DG4133  HISTORY     - 2003     MONUMENTED       CNMI
 DG4133
 DG4133                          STATION DESCRIPTION
 DG4133
 DG4133'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4133'THE STATION IS LOCATED NORTHEAST OF SAN JOSE IN THE MASALOK AREA ON
 DG4133'THE ISLAND OF TINIAN.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4133'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 0.7 MI TO
 DG4133'THE INTERSECTION, PROCEED EAST AT THE INTERSECTION FOR 1.3 MILES TO
 DG4133'THE STATION, A STANDARD NGS BENCH MARK ON TOP OF A CONCRETE POST FLUSH
 DG4133'WITH THE GROUND, 16.8 METERS (55.1 FT) NORTHEAST OF A FENCE CORNER,
 DG4133'AND 7.3 METERS (23.9 FT) NORTHEAST OF THE CENTERLINE OF A CORAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4116 ***********************************************************************
 DG4116  DESIGNATION -  DARCEE
 DG4116  PID         -  DG4116
 DG4116  STATE/COUNTY-  CQ/
 DG4116  USGS QUAD   -  
 DG4116
 DG4116                         *CURRENT SURVEY CONTROL
 DG4116  ___________________________________________________________________
 DG4116* NAD 83(2002)-  15 05 09.79209(N)    214 21 07.22142(W)     ADJUSTED  
 DG4116* NMVD03      -        28.272  (meters)      92.76   (feet)  ADJUSTED  
 DG4116  ___________________________________________________________________
 DG4116  EPOCH DATE  -        2002.00
 DG4116  X           -  -5,085,445.659 (meters)                     COMP
 DG4116  Y           -   3,475,823.897 (meters)                     COMP
 DG4116  Z           -   1,649,317.148 (meters)                     COMP
 DG4116  ELLIP HEIGHT-          82.91  (meters)          (06/14/04) GPS OBS
 DG4116  GEOID HEIGHT-          53.47  (meters)                     EGM96
 DG4116
 DG4116  HORZ ORDER  -  FIRST
 DG4116  VERT ORDER  -  FIRST     CLASS II
 DG4116  ELLP ORDER  -  FOURTH    CLASS II
 DG4116
 DG4116.The horizontal coordinates were established by GPS observations
 DG4116.and adjusted by the National Geodetic Survey in June 2004..
 DG4116.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4116.DATUM ITEM on the data sheet items page.
 DG4116.The horizontal coordinates are valid at the epoch date displayed above.
 DG4116.The epoch date for horizontal control is a decimal equivalence
 DG4116.of Year/Month/Day.
 DG4116
 DG4116.The orthometric height was determined by differential leveling
 DG4116.and adjusted by the National Geodetic Survey in October 2004..
 DG4116
 DG4116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4116
 DG4116.The ellipsoidal height was determined by GPS observations
 DG4116.and is referenced to NAD 83.
 DG4116
 DG4116.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4116.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4116
 DG4116;                    North         East     Units Scale Factor Converg.
 DG4116;UTM  55      - 1,668,290.171   354,695.818   MT  0.99986113   -0 21 07.0
 DG4116
 DG4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4116!UTM  55      -   0.99998696  x   0.99986113  =   0.99984810
 DG4116
 DG4116                          SUPERSEDED SURVEY CONTROL
 DG4116
 DG4116.No superseded survey control is available for this station.
 DG4116
 DG4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5469668290(NAD 83)
 DG4116_MARKER: DV = VERTICAL CONTROL DISK
 DG4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4116_STAMPING: DARCEE 2003
 DG4116_MARK LOGO: NGS   
 DG4116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4116+STABILITY: SURFACE MOTION
 DG4116
 DG4116  HISTORY     - Date     Condition        Report By
 DG4116  HISTORY     - 2003     MONUMENTED       CNMI
 DG4116
 DG4116                          STATION DESCRIPTION
 DG4116
 DG4116'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4116'THE STATION IS LOCATED IN SABANETAN TAHGAN AREA ON THE ISLAND OF
 DG4116'TINIAN, CNMI WHICH IS NORTH OF THE AIRPORT.  TO REACH THE STATION FROM
 DG4116'THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY. PROCEED
 DG4116'NORTH ON THE BROADWAY FOR 7.4 MILES (11.9 KM) TO THE MARK AND ABOUT
 DG4116'3.2 MILES (5.1 KM) PASSED THE BIG LOOP WITH A SHRINE.  THE STATION IS
 DG4116'A STANDARD NGS BENCH MARK SET IN THE CENTER OF THE ROAD. THE MARK IS
 DG4116'3.8 METERS (12.5 FT) SOUTH OF THE NORTH EDGE OF THE ROAD AND 3.2
 DG4116'METERS (10.5 FT) NORTH OF THE SOUTH EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4024 ***********************************************************************
 DG4024  DESIGNATION -  DUGI
 DG4024  PID         -  DG4024
 DG4024  STATE/COUNTY-  CQ/
 DG4024  USGS QUAD   -  
 DG4024
 DG4024                         *CURRENT SURVEY CONTROL
 DG4024  ___________________________________________________________________
 DG4024* NAD 83(2002)-  14 11 17.72648(N)    214 43 22.62644(W)     ADJUSTED  
 DG4024* NMVD03      -       115.023  (meters)     377.37   (feet)  ADJUSTED  
 DG4024  ___________________________________________________________________
 DG4024  EPOCH DATE  -        2002.00
 DG4024  X           -  -5,083,536.409 (meters)                     COMP
 DG4024  Y           -   3,523,021.085 (meters)                     COMP
 DG4024  Z           -   1,553,225.041 (meters)                     COMP
 DG4024  ELLIP HEIGHT-         168.94  (meters)          (06/14/04) GPS OBS
 DG4024  GEOID HEIGHT-          53.73  (meters)                     EGM96
 DG4024
 DG4024  HORZ ORDER  -  A
 DG4024  VERT ORDER  -  FIRST     CLASS II
 DG4024  ELLP ORDER  -  SECOND    CLASS I
 DG4024
 DG4024.The horizontal coordinates were established by GPS observations
 DG4024.and adjusted by the National Geodetic Survey in June 2004..
 DG4024.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4024.DATUM ITEM on the data sheet items page.
 DG4024.The horizontal coordinates are valid at the epoch date displayed above.
 DG4024.The epoch date for horizontal control is a decimal equivalence
 DG4024.of Year/Month/Day.
 DG4024
 DG4024.The orthometric height was determined by differential leveling
 DG4024.and adjusted by the National Geodetic Survey in October 2004..
 DG4024.No vertical observational check was made to the station.
 DG4024
 DG4024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4024
 DG4024.The ellipsoidal height was determined by GPS observations
 DG4024.and is referenced to NAD 83.
 DG4024
 DG4024.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4024.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4024
 DG4024;                    North         East     Units Scale Factor Converg.
 DG4024;UTM  55      - 1,569,232.186   314,064.736   MT  1.00002764   -0 25 20.8
 DG4024
 DG4024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4024!UTM  55      -   0.99997343  x   1.00002764  =   1.00000107
 DG4024
 DG4024                          SUPERSEDED SURVEY CONTROL
 DG4024
 DG4024              -  14 11 12.74090(N)    214 43 31.36529(W) AD(       ) 2
 DG4024
 DG4024.Superseded values are not recommended for survey control.
 DG4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4024.See file dsdata.txt to determine how the superseded data were derived.
 DG4024
 DG4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR1406569232(NAD 83)
 DG4024_MARKER: DB = BENCH MARK DISK
 DG4024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4024_STAMPING: DUGI 1969
 DG4024_MARK LOGO: USGS  
 DG4024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4024+STABILITY: SURFACE MOTION
 DG4024
 DG4024  HISTORY     - Date     Condition        Report By
 DG4024  HISTORY     - 1969     MONUMENTED       USGS
 DG4024  HISTORY     - 20030528 GOOD             CNMI
 DG4024
 DG4024                          STATION DESCRIPTION
 DG4024
 DG4024'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DG4024'LOCATED ABOUT 10.0 MI. AIRLINE NE. OF SONGSONG VILLAGE, 3.0 MI. NE. OF
 DG4024'THE ROTA AIRPORT.  TO REACH FROM THE ROTA POST OFFICE, TAKE THE MAIN
 DG4024'RD. NE. TOWARD THE AIRPORT 4.75 MI. TO RD. FROK, KEEP RIGHT ON MAIN
 DG4024'RD. 0.3 MI. TO RD. INTERSECTION, TURN LEFT 1.7 MI. TO T RD.
 DG4024'INTERSECTION, CONTINUE STRAIGHT AHEAD 0.6 MI. TORD. INTERSECTION,
 DG4024'CONTINUE STRAIGHT AHEAD 0.4 MI. TO T RD. INTERSECTION, CONTINUE
 DG4024'STRAIGHT AHEAD 0.5 MI. TO T RD. INTERSECTION, CONTINUE STRAIGHT AHEAD
 DG4024'1.4 MI. TO T RD. INTERSECTION, TURN LEFT 0.1 MI. TO Y RD., TURN RIGHT
 DG4024'0.15 MI. TO Y RD., KEEP RIGHT 0.15 MI. TO Y RD., TURN RIGHT 0.1 MI TO
 DG4024'GATE, CONTINUE 0.05 MI TO DIM RD. FORK, LEFT 0.1 MI. TO FENCE LINE, GO
 DG4024'THROUGH FENCE AND TURN LEFT 0.25 MI., TURN RIGHT AND WALK 300 FT. E.
 DG4024'TO STATION.  STATION MARK IS A STANDARD TABLET STAMPED DUGI 1969 SET
 DG4024'IN A CONCRETE POST.
 DG4024
 DG4024                          STATION RECOVERY (2003)
 DG4024
 DG4024'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4024'THE STATION IS LOCATED IN DUGE AREA ON THE ISLAND OF ROTA IN THE
 DG4024'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4024'FROM THE ROTA INTERNATIONAL AIRPORT PORCEED SOUTH ON THE AIRPORT ROAD
 DG4024'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4024'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, TURN EAST AND PROCEED ON
 DG4024'THE PAVED ROAD,THEN CORAL ROAD FOR 3.4 MILES TO MARK.  THE STATION IS
 DG4024'A STANDARD USGS DISK STAMPED DUGI 1969 SET IN A CONCRETE POST FLUSH
 DG4024'WITH THE GROUND. NOTE--THE MARK IS HARD TO FIND SO CONTACT THE DLNR
 DG4024'OFFICE IN ROTA FOR ASSISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4125 ***********************************************************************
 DG4125  DESIGNATION -  DUMP
 DG4125  PID         -  DG4125
 DG4125  STATE/COUNTY-  CQ/
 DG4125  USGS QUAD   -  
 DG4125
 DG4125                         *CURRENT SURVEY CONTROL
 DG4125  ___________________________________________________________________
 DG4125* NAD 83(2002)-  14 59 11.94140(N)    214 23 14.05401(W)     ADJUSTED  
 DG4125* NMVD03      -        26.142  (meters)      85.77   (feet)  ADJUSTED  
 DG4125  ___________________________________________________________________
 DG4125  EPOCH DATE  -        2002.00
 DG4125  X           -  -5,085,660.479 (meters)                     COMP
 DG4125  Y           -   3,480,560.701 (meters)                     COMP
 DG4125  Z           -   1,638,694.187 (meters)                     COMP
 DG4125  ELLIP HEIGHT-          80.73  (meters)          (06/14/04) GPS OBS
 DG4125  GEOID HEIGHT-          53.55  (meters)                     EGM96
 DG4125
 DG4125  HORZ ORDER  -  FIRST
 DG4125  VERT ORDER  -  FIRST     CLASS II
 DG4125  ELLP ORDER  -  FOURTH    CLASS II
 DG4125
 DG4125.The horizontal coordinates were established by GPS observations
 DG4125.and adjusted by the National Geodetic Survey in June 2004..
 DG4125.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4125.DATUM ITEM on the data sheet items page.
 DG4125.The horizontal coordinates are valid at the epoch date displayed above.
 DG4125.The epoch date for horizontal control is a decimal equivalence
 DG4125.of Year/Month/Day.
 DG4125
 DG4125.The orthometric height was determined by differential leveling
 DG4125.and adjusted by the National Geodetic Survey in October 2004..
 DG4125.No vertical observational check was made to the station.
 DG4125
 DG4125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4125
 DG4125.The ellipsoidal height was determined by GPS observations
 DG4125.and is referenced to NAD 83.
 DG4125
 DG4125.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4125.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4125
 DG4125;                    North         East     Units Scale Factor Converg.
 DG4125;UTM  55      - 1,657,316.484   350,839.679   MT  0.99987518   -0 21 31.7
 DG4125
 DG4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4125!UTM  55      -   0.99998731  x   0.99987518  =   0.99986249
 DG4125
 DG4125                          SUPERSEDED SURVEY CONTROL
 DG4125
 DG4125.No superseded survey control is available for this station.
 DG4125
 DG4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5084057316(NAD 83)
 DG4125_MARKER: DV = VERTICAL CONTROL DISK
 DG4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4125_STAMPING: DUMP 2003
 DG4125_MARK LOGO: NGS   
 DG4125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4125+STABILITY: SURFACE MOTION
 DG4125
 DG4125  HISTORY     - Date     Condition        Report By
 DG4125  HISTORY     - 2003     MONUMENTED       CNMI
 DG4125
 DG4125                          STATION DESCRIPTION
 DG4125
 DG4125'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4125'THE STATION IS LOCATED JUST NORTHWEST OF SAN JOSE ON THE ISLAND OF
 DG4125'TININA, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 DG4125'AIRPORT ROAD AND BROADWAY PROCEED SOUTH ON BROADWAY FOR 0.8 MILE (1.3
 DG4125'KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR 1.1
 DG4125'MILES (1.8 KM) TO THE INTERSECTION OF 8TH AVENUE.  PROCEED NORTHWEST
 DG4125'ON 8TH AVENUE 0.5 MILES (0.8 KM) TO STATION.  THE STATION IS A
 DG4125'STANDARD NGS BENCH MARK SET IN THE CENTER OF THE ROAD BY THE DUMP
 DG4125'SITE.  THE STATION IS 25.0 METERS (82.0 FT) NORTHEAST OF A POWER POLE
 DG4125'AND 19.8 METERS (65.0 FT) SOUTH SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4129 ***********************************************************************
 DG4129  DESIGNATION -  END
 DG4129  PID         -  DG4129
 DG4129  STATE/COUNTY-  CQ/
 DG4129  USGS QUAD   -  
 DG4129
 DG4129                         *CURRENT SURVEY CONTROL
 DG4129  ___________________________________________________________________
 DG4129* NAD 83(2002)-  14 57 24.08435(N)    214 21 48.17230(W)     ADJUSTED  
 DG4129* NMVD03      -        31.082  (meters)     101.97   (feet)  ADJUSTED  
 DG4129  ___________________________________________________________________
 DG4129  EPOCH DATE  -        2002.00
 DG4129  X           -  -5,087,819.926 (meters)                     COMP
 DG4129  Y           -   3,478,928.861 (meters)                     COMP
 DG4129  Z           -   1,635,492.832 (meters)                     COMP
 DG4129  ELLIP HEIGHT-          85.42  (meters)          (06/14/04) GPS OBS
 DG4129  GEOID HEIGHT-          53.30  (meters)                     EGM96
 DG4129
 DG4129  HORZ ORDER  -  FIRST
 DG4129  VERT ORDER  -  FIRST     CLASS II
 DG4129  ELLP ORDER  -  FOURTH    CLASS II
 DG4129
 DG4129.The horizontal coordinates were established by GPS observations
 DG4129.and adjusted by the National Geodetic Survey in June 2004..
 DG4129.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4129.DATUM ITEM on the data sheet items page.
 DG4129.The horizontal coordinates are valid at the epoch date displayed above.
 DG4129.The epoch date for horizontal control is a decimal equivalence
 DG4129.of Year/Month/Day.
 DG4129
 DG4129.The orthometric height was determined by differential leveling
 DG4129.and adjusted by the National Geodetic Survey in October 2004..
 DG4129.No vertical observational check was made to the station.
 DG4129
 DG4129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4129
 DG4129.The ellipsoidal height was determined by GPS observations
 DG4129.and is referenced to NAD 83.
 DG4129
 DG4129.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4129.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4129
 DG4129;                    North         East     Units Scale Factor Converg.
 DG4129;UTM  55      - 1,653,986.005   353,384.804   MT  0.99986587   -0 21 07.0
 DG4129
 DG4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4129!UTM  55      -   0.99998657  x   0.99986587  =   0.99985244
 DG4129
 DG4129                          SUPERSEDED SURVEY CONTROL
 DG4129
 DG4129.No superseded survey control is available for this station.
 DG4129
 DG4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5338553986(NAD 83)
 DG4129_MARKER: DV = VERTICAL CONTROL DISK
 DG4129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4129_STAMPING: END 2003
 DG4129_MARK LOGO: NGS   
 DG4129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4129+STABILITY: SURFACE MOTION
 DG4129
 DG4129  HISTORY     - Date     Condition        Report By
 DG4129  HISTORY     - 2003     MONUMENTED       CNMI
 DG4129
 DG4129                          STATION DESCRIPTION
 DG4129
 DG4129'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4129'THE STATION IS LOCATED IN TACHOGAN AREA ON THE ISLAND OF TINIAN, CNMI.
 DG4129'TO REACH THE STATION FROM THE INTERSECTION OF THE TINIAN AIRPORT ROAD
 DG4129'AND BROADWAY. PROCEED SOUTH ON BROADWAY 2.7 MILES PASS THE CASINO TO
 DG4129'THE INTERSECTION OF THE ROAD TO CAROLINAS AND MARPO VALLEY. THE MARK
 DG4129'IS IN THE SW QUADRANT OF THE INTERSECTION. THE STATION IS A STANDARD
 DG4129'NGS BENCH MARK SET ON THE TOP OF THE CONCRETE CULVERT. A POWERPOLE IS
 DG4129'1.5 METERS SOUTH OF THE MARK, 4.5 METERS SOUTHEAST OF THE CENTERLINE
 DG4129'OF ROAD TO CAROLINAS, AND 9.5 METERS SOUTH OF THE ROAD TO THE VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4101 ***********************************************************************
 DG4101  DESIGNATION -  ERN
 DG4101  PID         -  DG4101
 DG4101  STATE/COUNTY-  CQ/
 DG4101  USGS QUAD   -  
 DG4101
 DG4101                         *CURRENT SURVEY CONTROL
 DG4101  ___________________________________________________________________
 DG4101* NAD 83(2002)-  15 04 40.50080(N)    214 22 24.56795(W)     ADJUSTED  
 DG4101* NMVD03      -        12.037  (meters)      39.49   (feet)  ADJUSTED  
 DG4101  ___________________________________________________________________
 DG4101  EPOCH DATE  -        2002.00
 DG4101  X           -  -5,084,322.372 (meters)                     COMP
 DG4101  Y           -   3,477,854.066 (meters)                     COMP
 DG4101  Z           -   1,648,443.642 (meters)                     COMP
 DG4101  ELLIP HEIGHT-          66.73  (meters)          (06/14/04) GPS OBS
 DG4101  GEOID HEIGHT-          53.60  (meters)                     EGM96
 DG4101
 DG4101  HORZ ORDER  -  FIRST
 DG4101  VERT ORDER  -  FIRST     CLASS II
 DG4101  ELLP ORDER  -  FOURTH    CLASS II
 DG4101
 DG4101.The horizontal coordinates were established by GPS observations
 DG4101.and adjusted by the National Geodetic Survey in June 2004..
 DG4101.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4101.DATUM ITEM on the data sheet items page.
 DG4101.The horizontal coordinates are valid at the epoch date displayed above.
 DG4101.The epoch date for horizontal control is a decimal equivalence
 DG4101.of Year/Month/Day.
 DG4101
 DG4101.The orthometric height was determined by differential leveling
 DG4101.and adjusted by the National Geodetic Survey in October 2004..
 DG4101.No vertical observational check was made to the station.
 DG4101
 DG4101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4101
 DG4101.The ellipsoidal height was determined by GPS observations
 DG4101.and is referenced to NAD 83.
 DG4101
 DG4101.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4101.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4101
 DG4101;                    North         East     Units Scale Factor Converg.
 DG4101;UTM  55      - 1,667,404.308   352,380.746   MT  0.99986952   -0 21 26.5
 DG4101
 DG4101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4101!UTM  55      -   0.99998951  x   0.99986952  =   0.99985903
 DG4101
 DG4101                          SUPERSEDED SURVEY CONTROL
 DG4101
 DG4101.No superseded survey control is available for this station.
 DG4101
 DG4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5238167404(NAD 83)
 DG4101_MARKER: DV = VERTICAL CONTROL DISK
 DG4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4101_STAMPING: ERN 2003
 DG4101_MARK LOGO: NGS   
 DG4101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4101+STABILITY: SURFACE MOTION
 DG4101
 DG4101  HISTORY     - Date     Condition        Report By
 DG4101  HISTORY     - 2003     MONUMENTED       CNMI
 DG4101
 DG4101                          STATION DESCRIPTION
 DG4101
 DG4101'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4101'THE STATION IS LOCATED IN SABANETAN UNAI BABUI AREA ON THE ISLAND OF
 DG4101'TINIAN, CNMI WHICH IS ON THE NORTH END OF THE ISLAND.  PROCEED SOUTH
 DG4101'FROM THE ATOMIC BOMB PITS, NORTH FIELD FOR 0.7 MILES (1.1 KM) ALONG
 DG4101'8TH AVENUE.  THE STATION IS A STANDARD NGS BENCH MARK SET IN THE
 DG4101'CENTER OF THE ROAD.  THE MARK IS 3.3 METERS (10.8 FT) NORTHEAST OF THE
 DG4101'EDGE OF THE ROAD AND EAST OF THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4408 ***********************************************************************
 AA4408  DESIGNATION -  ET 5 TINI
 AA4408  PID         -  AA4408
 AA4408  STATE/COUNTY-  CQ/
 AA4408  USGS QUAD   -  
 AA4408
 AA4408                         *CURRENT SURVEY CONTROL
 AA4408  ___________________________________________________________________
 AA4408* NAD 83(1993)-  14 57 16.88986(N)    214 20 57.76522(W)     ADJUSTED  
 AA4408* LOCAL TIDAL -       187.     (meters)     614.     (feet)  GPS OBS   
 AA4408  ___________________________________________________________________
 AA4408  EPOCH DATE  -        1993.62
 AA4408  X           -  -5,088,841.673 (meters)                     COMP
 AA4408  Y           -   3,477,802.748 (meters)                     COMP
 AA4408  Z           -   1,635,319.503 (meters)                     COMP
 AA4408  ELLIP HEIGHT-         241.63  (meters)          (11/30/94) GPS OBS
 AA4408  GEOID HEIGHT-          53.18  (meters)                     EGM96
 AA4408
 AA4408  HORZ ORDER  -  FIRST
 AA4408  ELLP ORDER  -  FIFTH     CLASS I
 AA4408
 AA4408.The horizontal coordinates were established by GPS observations
 AA4408.and adjusted by the National Geodetic Survey in November 1994..
 AA4408.No horizontal observational check was made to the station.
 AA4408.The horizontal coordinates are valid at the epoch date displayed above.
 AA4408.The epoch date for horizontal control is a decimal equivalence
 AA4408.of Year/Month/Day.
 AA4408
 AA4408.The orthometric height was determined by GPS observations and a
 AA4408.high-resolution geoid model.
 AA4408.No vertical observational check was made to the station.
 AA4408
 AA4408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4408
 AA4408.The ellipsoidal height was determined by GPS observations
 AA4408.and is referenced to NAD 83.
 AA4408
 AA4408.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4408.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4408
 AA4408;                    North         East     Units Scale Factor Converg.
 AA4408;UTM  55      - 1,653,755.709   354,889.447   MT  0.99986044   -0 20 53.8
 AA4408
 AA4408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4408!UTM  55      -   0.99996201  x   0.99986044  =   0.99982245
 AA4408
 AA4408                          SUPERSEDED SURVEY CONTROL
 AA4408
 AA4408              -  14 57 12.11370(N)    214 21 06.57590(W) AD(       ) 2
 AA4408
 AA4408.Superseded values are not recommended for survey control.
 AA4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4408.See file dsdata.txt to determine how the superseded data were derived.
 AA4408
 AA4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5488953756(NAD 83)
 AA4408_MARKER: DD = SURVEY DISK
 AA4408_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA4408_SP_SET: OLD JAPANESE RADAR FOUNDATION
 AA4408_STAMPING: ET TINI 5 1969
 AA4408_MARK LOGO: USGS  
 AA4408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4408+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1993
 AA4408
 AA4408  HISTORY     - Date     Condition        Report By
 AA4408  HISTORY     - 1969     MONUMENTED       USGS
 AA4408  HISTORY     - 19930827 GOOD             NOS
 AA4408
 AA4408                          STATION DESCRIPTION
 AA4408
 AA4408'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JGF)
 AA4408'LOCATED ABOUT 2.2 MI. AIRLINE SW. OF TINIAN HARBOR, ABOUT 2.05 MI. SW.
 AA4408'OF THE VILLAGE OF SAN JOSE, ABOUT 1.65 MI. S. OF SISOYAN MAGPO, ON THE
 AA4408'NORTHERN AND HIGHEST TOP ON THE CAROLINAS.  TO REACH FROM THE DISTRICT
 AA4408'ADMINISTRATIVE OFFICE ON TINIAN, DRIVE E. ON PAVED RD. FOR 0.4 MI. TO
 AA4408'A CROSSROAD, TURN RIGHT AND FOLLOW THE MAIN RD. TO CAROLINAS FOR 2.2
 AA4408'MI. TO A Y RD. FORK, TAKE LEFT FORK FOR 0.15 MI. TO A T RD., TURN LEFT
 AA4408'AND FOLLOW RD. ALONG FENCE FOR 0.35 MI. TO A T RD. FORK, TURN RIGHT
 AA4408'PASSING THROUGH GATE AND FOLLOW RD. E. FOR 0.4 MI. TO A T RD. FORK,
 AA4408'TURN LEFT PASSING THROUGH GATE AND FOLLOW RD. 0.15 MI. TO T RD. FORK,
 AA4408'TURN RIGHT FOR 0.15 MI. TO EDGE OF FIEDL, FOLLOW ALONG THE W. EDGE OF
 AA4408'THE FIELD FOR 0.2 MI. TO END OF TRUCK TRAVEL.  PACK NW. TO BRUSH
 AA4408'COVERED TOP AND STATION MARK.  STATION MARK IS A STANDARD TABLET
 AA4408'STAMPED ET TINI 5 1969 SET IN CENTER OF AN OLD JAPANESE RADAR
 AA4408'FOUNDATIN WHICH IS ABOUT 20 FT. ABOVE GROUND.
 AA4408' 
 AA4408'
 AA4408
 AA4408                          STATION RECOVERY (1993)
 AA4408
 AA4408'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4408'THE STATION IS ON THE ISLAND OF TINIAN, COMMONWEALTH OF THE NORTHERN
 AA4408'MARIANA ISLANDS.  THE STATION IS 2.2 MI (3.5 KM) SW OF TINIAN HARBOR,
 AA4408'ABOUT 2.05 MI (3.30 KM) SOUTHWEST OF THE VILLAGE OF SAN JOSE, ABOUT
 AA4408'1.65 MI (2.66 KM) SOUTH OF SISONYAN MAGPO, ON THE NORTHERN AND HIGHEST
 AA4408'TOP ON THE CAROLINAS. TO REACH THE STATION FROM THE DISTRICT
 AA4408'ADMINISTRATIVE OFFIC ON TINIAN, DRIVE EAST ON PAVED ROAD FOR .4 MI
 AA4408'(0.6 KM) TO A CROSSROAD.  TURN RIGHT AND FOLLOW THE MAIN ROAD TO
 AA4408'CAROLINAS FOR 2.2 MI (3.5 KM) TO A FORK. TAKE THE LEFT FORK FOR .15 MI
 AA4408'(0.24 KM) TO A T-INTERSECTION. TURN LEFT AND FOLLOW THE ROAD ALONG THE
 AA4408'FENCE FOR .35 MI (0.56 KM) TO ANOTHER T-INTERSECTION.  TURN RIGHT
 AA4408'PASSING THROUGH A GATE AND FOLLOW ROAD EAST FOR .4 MI (0.6 KM) TO A
 AA4408'T-INTERSECTION.  TURN LEFT PASSING THROUGH A GATE AND FOLLOW THE ROAD
 AA4408'FOR .15 MI (0.24 KM) TO A FORK. FOLLOW RIGHT FORK FOR .15 MI (0.24 KM)
 AA4408'TO EDGE OF FIELD, FOLLOW WEST EDGE OF FIELD FOR .2 MI (0.3 KM) TO END
 AA4408'OF TRUCK TRAVEL. PACK NORTHWEST TO BRUSH-COVERED TOP AND STATION MARK.
 AA4408'STATION IS A STANDARD DISK STAMPED -ET TINI 5 1969- SET IN THE CENTER
 AA4408'OF AN OLD JAPANESE RADAR FOUNDATION WHICH IS ABOUT 20 FT (6.1 M) ABOVE
 AA4408'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7887 ***********************************************************************
 DE7887  DESIGNATION -  ET TINI 1
 DE7887  PID         -  DE7887
 DE7887  STATE/COUNTY-  CQ/
 DE7887  USGS QUAD   -  
 DE7887
 DE7887                         *CURRENT SURVEY CONTROL
 DE7887  ___________________________________________________________________
 DE7887* NAD 83(1986)-  14 58 15.     (N)    214 23 10.     (W)     SCALED    
 DE7887* NMVD03      -         1.287  (meters)       4.22   (feet)  ADJUSTED  
 DE7887  ___________________________________________________________________
 DE7887  GEOID HEIGHT-          53.52  (meters)                     EGM96
 DE7887
 DE7887  VERT ORDER  -  FIRST     CLASS II
 DE7887
 DE7887.The horizontal coordinates were scaled from a topographic map and have
 DE7887.an estimated accuracy of +/- 6 seconds.
 DE7887
 DE7887.The orthometric height was determined by differential leveling
 DE7887.and adjusted by the National Geodetic Survey in October 2004..
 DE7887
 DE7887.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7887.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7887
 DE7887                          SUPERSEDED SURVEY CONTROL
 DE7887
 DE7887.No superseded survey control is available for this station.
 DE7887
 DE7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS509555(NAD 83)
 DE7887_MARKER: DB = BENCH MARK DISK
 DE7887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7887_SP_SET: CORAL
 DE7887_STAMPING: ET TINI 1 1969
 DE7887_MARK LOGO: USGS  
 DE7887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7887+STABILITY: SURFACE MOTION
 DE7887
 DE7887  HISTORY     - Date     Condition        Report By
 DE7887  HISTORY     - 1969     MONUMENTED       USGS
 DE7887  HISTORY     - 20030509 GOOD             CNMI
 DE7887
 DE7887                          STATION DESCRIPTION
 DE7887
 DE7887'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JNT)
 DE7887'LOCATED ABOUT 0.8 MI. AIRLINE W. OF THE VILLAGE OF SAN JOSE, ABOUT 0.5
 DE7887'MI. NW. OF TINIAN HARBOR BREAKWATER, 20 FT. E. OF OCEAN ON A LARGE,
 DE7887'BARE CORAL SURFACE.  TO REACH FROM THE DISTRICT ADMINISTRATIVE OFFICE
 DE7887'ON TINIAN, DRIVE NW. ON RD. PAST THE SCHOOL AND CHURCH FOR 0.2 MI. TO
 DE7887'A CROSSROAD, TURN RIGHT FOR 0.1 MI. TO A CROSSROAD, CONTINUE STRAIGHT
 DE7887'AHEAD TOWARDS THE DOCK FOR 0.3 MI. TO A Y RD., TURN RIGHT AND FOLLOW
 DE7887'OLD RD. ALONG THE OCEAN TO THE E. END OF THE BREAKWATER AND END OF
 DE7887'TRUCK TRAVEL.  WALK NW. ALONG THE OCEAN ABOUT 1000 FT. TO THE STATION,
 DE7887'ABOUT 40 FT. S. OF A PROMINENT POINT.  STATION MARK IS A STANDARD
 DE7887'TABLET STAMPED ET 1 TINI 1969 CEMENTED IN DRILL HOLE IN CORAL.  NOTE,
 DE7887'USN STATION SUG WAS FOUND 36.68 FT. FROM STATION IN AZIMUTH 115 33 47.
 DE7887'TABLET WAS DESTROYED BUT SHANK WAS FOUND.
 DE7887' 
 DE7887' 
 DE7887'
 DE7887
 DE7887                          STATION RECOVERY (2003)
 DE7887
 DE7887'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DE7887'THE STATION IS LOCATED ABOUT 0.8 MILES WEST OF SAN JOSE VILLAGE, AND
 DE7887'0.5 MILES NORTHWEST OF HARBOR BREAKWATER ON THE ISLAND OF TINIAN,
 DE7887'CNMI. TO REACH THE STATION FROM THE TININA PORT, PROCEED NORTHEAST ON
 DE7887'THE FAREST WESTERLY ROAD FROM THE PORT FOR 0.1 MILES TO A CORAL ROAD.
 DE7887'TURN LEFT AND PROCEED WEST ON THE CORAL ROAD FOR 0.8 MILES, WALK ABOUT
 DE7887'1000 FEET NORTHWEST ALONG THE OCEAN TO STATION. THE STATION IS A
 DE7887'STANDARD USGS TABLET ABOUT 40 FEET FROM PROMINENT POINT. THE STATION
 DE7887'IS CEMENTED IN DRILL HOLE IN THE CORAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7890 ***********************************************************************
 DE7890  DESIGNATION -  ET TINI 4
 DE7890  PID         -  DE7890
 DE7890  STATE/COUNTY-  CQ/
 DE7890  USGS QUAD   -  
 DE7890
 DE7890                         *CURRENT SURVEY CONTROL
 DE7890  ___________________________________________________________________
 DE7890* NAD 83(1986)-  15 05 31.     (N)    214 21 32.     (W)     SCALED    
 DE7890* LOCAL TIDAL -        32.81   (meters)     107.6    (feet)  LEVELING  
 DE7890  ___________________________________________________________________
 DE7890  GEOID HEIGHT-          53.52  (meters)                     EGM96
 DE7890
 DE7890  VERT ORDER  -  THIRD ?
 DE7890
 DE7890.The horizontal coordinates were scaled from a topographic map and have
 DE7890.an estimated accuracy of +/- 6 seconds.
 DE7890
 DE7890.The orthometric height was determined by differential leveling.
 DE7890.The vertical network tie was performed by a horz. field party for horz.
 DE7890.obs reductions. Reset procedures were used to establish the elevation.
 DE7890
 DE7890.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7890.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7890
 DE7890                          SUPERSEDED SURVEY CONTROL
 DE7890
 DE7890.No superseded survey control is available for this station.
 DE7890
 DE7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS539689(NAD 83)
 DE7890_MARKER: DD = SURVEY DISK
 DE7890_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7890_STAMPING: ET TINI 4 1969
 DE7890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7890
 DE7890  HISTORY     - Date     Condition        Report By
 DE7890  HISTORY     - 1969     MONUMENTED       USGS
 DE7890
 DE7890                          STATION DESCRIPTION
 DE7890
 DE7890'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7890'LOCATED ABOUT 8.3 MI. N. OF SAN JOSE VILLAGE, 0.7 MI. N. OF THE ATOMIC
 DE7890'BOMB PITS, 0.7 MI. S. OF USHI POINT, ON THE E. SIDE OF AN OLD SUGAR
 DE7890'CAN FIELD, AT THE EDGE OF THE TANG-A-TANG.  TO REACH FROM THE DISTRICT
 DE7890'ADMINISTRATION OFFICE, DRIVE E. ON PAVED RD. 0.1 MI. TO A RD.
 DE7890'INTERSECTION, TURN LEFT 0.1 MI. TO RD. INTERSECTION, TURN RIGHT 0.2
 DE7890'MI. TO RD. INTERSECTION AT BROADWAY, TURN LEFT 5.5 MI. TO A RD. FORK,
 DE7890'TURN LEFT 0.4 MI., TURN RIGHT OFF PAVEMENT ON TO DIRT RD. 0.2 MI. TO A
 DE7890'TAXI STRIP AT NORTH FIELD, TURN LEFT 0.1 MI. TO AN INTERSECTION, TURN
 DE7890'RIGHT, 1.0 MI, TURN RIGHT ACROSS PAVED AREA 0.2 MI., TURN LEFT ON TAXI
 DE7890'STRIP 0.25 MI., CONTINUE N. ON TRACK RD., 0.05 MI. TO PAVEMENT, TURN
 DE7890'RIGHT 0.15 MI. TO A TRACK RD. INTERSECTION, TURN LEFT 0.25 MI. TO A
 DE7890'DIM RD. INTERSECTION, TURN LEFT 0.1 MI., TURN RIGHT AND DRIVE NW.
 DE7890'ACROSS COUNTRY 0.1 TO STATION, MARKED WITH A 7.0 FT. IRON WITNESS
 DE7890'POST.  STATION MARK IS A STANDARD TABLET STAMPED ETN TINI 4 1969 SET
 DE7890'IN A CONCRETE POST.
 DE7890' 
 DE7890' 
 DE7890' 
 DE7890' 
 DE7890'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4099 ***********************************************************************
 DG4099  DESIGNATION -  FRAN
 DG4099  PID         -  DG4099
 DG4099  STATE/COUNTY-  CQ/
 DG4099  USGS QUAD   -  
 DG4099
 DG4099                         *CURRENT SURVEY CONTROL
 DG4099  ___________________________________________________________________
 DG4099* NAD 83(1986)-  15 02 01.     (N)    214 23 17.     (W)     SCALED    
 DG4099* NMVD03      -        88.211  (meters)     289.41   (feet)  ADJUSTED  
 DG4099  ___________________________________________________________________
 DG4099  GEOID HEIGHT-          53.63  (meters)                     EGM96
 DG4099
 DG4099  VERT ORDER  -  FIRST     CLASS II
 DG4099
 DG4099.The horizontal coordinates were scaled from a topographic map and have
 DG4099.an estimated accuracy of +/- 6 seconds.
 DG4099
 DG4099.The orthometric height was determined by differential leveling
 DG4099.and adjusted by the National Geodetic Survey in October 2004..
 DG4099.No vertical observational check was made to the station.
 DG4099
 DG4099.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4099.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4099
 DG4099                          SUPERSEDED SURVEY CONTROL
 DG4099
 DG4099.No superseded survey control is available for this station.
 DG4099
 DG4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS507625(NAD 83)
 DG4099_MARKER: DV = VERTICAL CONTROL DISK
 DG4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4099_STAMPING: FRAN 2003
 DG4099_MARK LOGO: NGS   
 DG4099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4099+STABILITY: SURFACE MOTION
 DG4099
 DG4099  HISTORY     - Date     Condition        Report By
 DG4099  HISTORY     - 2003     MONUMENTED       CNMI
 DG4099
 DG4099                          STATION DESCRIPTION
 DG4099
 DG4099'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4099'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE BANADERON NUNU -
 DG4099'BANADERON LEMMAI AREA ON THE ISLAND OF TINIAN, CNMI.  TO REACH THE
 DG4099'STATION FROM THE INTERSECTION OF THE AIRPORT ROAD AND BROADWAY,
 DG4099'PROCEED NORTH ON BROADWAY FOR 1.4 MILES (2.3 KM) TO THE INTERSECTION.
 DG4099'PROCEED WEST AT THE INTERSECTION FOR 1.6 MILES (2.6 KM) TO THE
 DG4099'INTERSECTION OF 8TH AVENUE AND THE SEABEE MONUMENT ON THE NORTHWEST
 DG4099'SIDE OF THE INTERSECTION.  PROCEED NORTH ON 8TH AVNEUE FOR 0.3 MILES
 DG4099'(0.5 KM) TO STATION.  THE STATION IS A STANDARD NGS BENCH MARK SET IN
 DG4099'THE CENTERLINE OF THE ROAD IN THE INTERSECTION, 37 FEET (11.3 M)
 DG4099'SOUTHWEST FROM POWER POLE, 16 FEET (4.9 M) NORTHEAST FROM PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4413 ***********************************************************************
 AA4413  DESIGNATION -  GARAPAN
 AA4413  PID         -  AA4413
 AA4413  STATE/COUNTY-  CQ/
 AA4413  USGS QUAD   -  
 AA4413
 AA4413                         *CURRENT SURVEY CONTROL
 AA4413  ___________________________________________________________________
 AA4413* NAD 83(1993)-  15 12 47.78511(N)    214 15 51.33198(W)     ADJUSTED  
 AA4413* LOCAL TIDAL -       167.     (meters)     548.     (feet)  GPS OBS   
 AA4413  ___________________________________________________________________
 AA4413  EPOCH DATE  -        1993.62
 AA4413  X           -  -5,087,833.579 (meters)                     COMP
 AA4413  Y           -   3,466,036.066 (meters)                     COMP
 AA4413  Z           -   1,662,941.634 (meters)                     COMP
 AA4413  ELLIP HEIGHT-         222.35  (meters)          (11/30/94) GPS OBS
 AA4413  GEOID HEIGHT-          53.12  (meters)                     EGM96
 AA4413
 AA4413  HORZ ORDER  -  FIRST
 AA4413  ELLP ORDER  -  FIFTH     CLASS I
 AA4413
 AA4413.The horizontal coordinates were established by GPS observations
 AA4413.and adjusted by the National Geodetic Survey in November 1994..
 AA4413.No horizontal observational check was made to the station.
 AA4413.The horizontal coordinates are valid at the epoch date displayed above.
 AA4413.The epoch date for horizontal control is a decimal equivalence
 AA4413.of Year/Month/Day.
 AA4413
 AA4413.The orthometric height was determined by GPS observations and a
 AA4413.high-resolution geoid model.
 AA4413.No vertical observational check was made to the station.
 AA4413
 AA4413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4413
 AA4413.The ellipsoidal height was determined by GPS observations
 AA4413.and is referenced to NAD 83.
 AA4413
 AA4413.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4413.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4413
 AA4413;                    North         East     Units Scale Factor Converg.
 AA4413;UTM  55      - 1,682,308.406   364,208.815   MT  0.99982805   -0 19 54.5
 AA4413
 AA4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4413!UTM  55      -   0.99996504  x   0.99982805  =   0.99979309
 AA4413
 AA4413                          SUPERSEDED SURVEY CONTROL
 AA4413
 AA4413              -  15 12 43.08590(N)    214 16 00.14590(W) AD(       ) 2
 AA4413
 AA4413.Superseded values are not recommended for survey control.
 AA4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4413.See file dsdata.txt to determine how the superseded data were derived.
 AA4413
 AA4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6420982308(NAD 83)
 AA4413_MARKER: DD = SURVEY DISK
 AA4413_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA4413_SP_SET: CONCRETE SLAB FOUNDATION
 AA4413_STAMPING: USN SURVEY
 AA4413_MARK LOGO: USN   
 AA4413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4413+STABILITY: SURFACE MOTION
 AA4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4413+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1993
 AA4413
 AA4413  HISTORY     - Date     Condition        Report By
 AA4413  HISTORY     - 1969     MONUMENTED       DOD
 AA4413  HISTORY     - 19930810 GOOD             NOS
 AA4413
 AA4413                          STATION DESCRIPTION
 AA4413
 AA4413'DESCRIBED BY US DEPARTMENT OF DEFENSE 1969
 AA4413'LOCATED ABOUT 5.1 MI. N. OF CHALAN KANOA, 1.0 MI. W. OF CAPITAL HILL
 AA4413'POST OFFICE, 0.9 MI. S. OF CHARLIE DOCK AND TANAPAG HARBOR, 1.3 MI. E.
 AA4413'OF PUNTAN MUCHOT, JUST N. OF NAVY HILL, ON A HIGH POINT OVERLOOKING
 AA4413'TANAPAG HARBOR.  TO REACH FROM THE ROYAL TAGA HOTEL, GO N. ON BEACH
 AA4413'RD. 4.4 MI., TO INTERSECTION OF BEACH RD. AND MICRO BEACH RD., TURN
 AA4413'RIGHT, 0.25 MI. TO INTERSECTION OF TANAPAG RD. AND NAVY HILL RD.,
 AA4413'CONTINUE STRAIGHT AHEAD ON PAVED RD., 0.55 MI. TO Y RD., TURN LEFT,
 AA4413'0.1 MI. TO A RD. INTERSECTION, KEEP RIGHT, 0.1 MI. TO A Y RD., TURN
 AA4413'LEFT 0.05 MI. TO HOUSE ON RIGHT AND END OF TRUCK TRAVEL. WALK N. FROM
 AA4413'THE HOUSE 350 FT. TO THE TOP OF THE RIDGE, THENCE W. TO THE END OF THE
 AA4413'RIDGE.  STATION MARK IS A BRASS TABLET STAMPED USN SURVEY SET IN A
 AA4413'CONCRETE SLAB FOUNDATION.
 AA4413
 AA4413                          STATION RECOVERY (1993)
 AA4413
 AA4413'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4413'THE STATION IS LOCATED ON THE ISLAND OF SAIPAN, COMMONWEALTH OF THE
 AA4413'NORTHERN MARIANA ISLANDS. THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM)
 AA4413'NORTH OF CHELAN KANOA, 1 MI (1.6 KM) WEST OF THE CAPITAL HILL POST
 AA4413'OFFICE, .9 MI (1.4 KM) SOUTH OF CHARLIE DOCK AND TANAPAG HARBOR, 1.3
 AA4413'MI (2.1 KM) EAST OF PUNTAN MUCHOT JUST NORTH OF NAVY HILL ON A HIGH
 AA4413'POINT OVERLOOKING TANAPAG HARBOR. TO REACH THE STATION FROM THE ROYAL
 AA4413'TAGA HOTEL GO NORTH ON BEACH ROAD FOR 4.4 MI (7.1 KM) TO INTERSECTION
 AA4413'OF BEACH ROAD AND MICRO BEACH ROAD.  TURN RIGHT AND PROCEED .25 MI
 AA4413'(0.40 KM) TO INTERSECTION OF TANAPAG ROAD AND NAVY HILL ROAD.
 AA4413'CONTINUE STRAIGHT AHEAD ON PAVED ROAD FOR .55 MI (0.89 KM) TO Y ROAD.
 AA4413'TURN LEFT AND PROCEED FOR .1 MI (0.2 KM) TO A ROAD INTERSECTION, KEEP
 AA4413'RIGHT FOR .1 MI (0.2 KM) TO A Y INTERSECTION, TURN LEFT AND PROCEED
 AA4413'.05 MI (0.08 KM) TO A HOUSE ON RIGHT AND END OF TRUCK TRAVEL.  WALK
 AA4413'NORTH FROM THE HOUSE FOR 350 FT (106.7 M) TO THE TOP OF THE RIDGE,
 AA4413'THENCE WEST TO THE END OF THE RIDGE. THE STATION IS A BRASS DISK SET
 AA4413'IN A CONCRETE SLAB FOUNDATION STAMPED -USN SURVEY-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE4364 ***********************************************************************
 AE4364  DESIGNATION -  GRO C
 AE4364  PID         -  AE4364
 AE4364  STATE/COUNTY-  CQ/
 AE4364  USGS QUAD   -  
 AE4364
 AE4364                         *CURRENT SURVEY CONTROL
 AE4364  ___________________________________________________________________
 AE4364* NAD 83(2002)-  14 10 24.27879(N)    214 45 23.22681(W)     ADJUSTED  
 AE4364* NMVD03      -       179.442  (meters)     588.72   (feet)  ADJUSTED  
 AE4364  ___________________________________________________________________
 AE4364  EPOCH DATE  -        2002.00
 AE4364  X           -  -5,081,857.930 (meters)                     COMP
 AE4364  Y           -   3,526,258.004 (meters)                     COMP
 AE4364  Z           -   1,551,648.284 (meters)                     COMP
 AE4364  ELLIP HEIGHT-         233.75  (meters)          (06/14/04) GPS OBS
 AE4364  GEOID HEIGHT-          53.95  (meters)                     EGM96
 AE4364
 AE4364  HORZ ORDER  -  A
 AE4364  VERT ORDER  -  FIRST     CLASS II
 AE4364  ELLP ORDER  -  SECOND    CLASS I
 AE4364
 AE4364.The horizontal coordinates were established by GPS observations
 AE4364.and adjusted by the National Geodetic Survey in June 2004..
 AE4364.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AE4364.DATUM ITEM on the data sheet items page.
 AE4364.The horizontal coordinates are valid at the epoch date displayed above.
 AE4364.The epoch date for horizontal control is a decimal equivalence
 AE4364.of Year/Month/Day.
 AE4364
 AE4364.The orthometric height was determined by differential leveling
 AE4364.and adjusted by the National Geodetic Survey in October 2004..
 AE4364.No vertical observational check was made to the station.
 AE4364
 AE4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4364
 AE4364.The ellipsoidal height was determined by GPS observations
 AE4364.and is referenced to NAD 83.
 AE4364
 AE4364.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AE4364.The EGM96 model is referenced to the WGS84 ellipsoid.
 AE4364
 AE4364;                    North         East     Units Scale Factor Converg.
 AE4364;UTM  55      - 1,567,616.441   310,436.181   MT  1.00004450   -0 25 48.8
 AE4364
 AE4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4364!UTM  55      -   0.99996324  x   1.00004450  =   1.00000774
 AE4364
 AE4364                          SUPERSEDED SURVEY CONTROL
 AE4364
 AE4364.No superseded survey control is available for this station.
 AE4364
 AE4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR1043667616(NAD 83)
 AE4364_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE4364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4364_SP_SET: CORAL ROAD BED
 AE4364_STAMPING: GRO C 1995
 AE4364_MARK LOGO: NOS   
 AE4364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4364+STABILITY: SURFACE MOTION
 AE4364
 AE4364  HISTORY     - Date     Condition        Report By
 AE4364  HISTORY     - 1995     MONUMENTED       NOS
 AE4364  HISTORY     - 20030528 GOOD             CNMI
 AE4364
 AE4364                          STATION DESCRIPTION
 AE4364
 AE4364'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (DRM)
 AE4364'THE STATION IS LOCATED ON THE ROTA INTERNATIONAL AIRPORT SOUTH OF RWY
 AE4364'9-27 AND WEST OF THE TAXIWAY CONNECTING THE TERMINAL RAMP OF THE
 AE4364'RUNWAY.  THE STATION IS 187.7 FT (57.2 M) WEST OF THE WEST EDGE OF THE
 AE4364'TAXIWAY, 37.2 FT (11.3 M) NORTH OF THE PROLONGATION OF THE EAST/WEST
 AE4364'PROPERTY FENCE, AND 53.0 FT (16.2 M) SOUTH OF A DITCH LINE.  THE
 AE4364'STATION IS A STANDARD NOS DISK STAMPED GRO C 1995 AND SET IN A DRILL
 AE4364'HOLE IN THE OLD CORAL ROAD BED.  THE STATION IS ALSO 238.3 FT (72.6 M)
 AE4364'SOUTH OF THE SOUTH EDGE OF THE RUNWAY.
 AE4364
 AE4364                          STATION RECOVERY (2003)
 AE4364
 AE4364'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 AE4364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3972 ***********************************************************************
 DG3972  DESIGNATION -  GRPN 1
 DG3972  PID         -  DG3972
 DG3972  STATE/COUNTY-  CQ/
 DG3972  USGS QUAD   -  
 DG3972
 DG3972                         *CURRENT SURVEY CONTROL
 DG3972  ___________________________________________________________________
 DG3972* NAD 83(1986)-  15 12 53.     (N)    214 16 46.     (W)     SCALED    
 DG3972* NMVD03      -         1.450  (meters)       4.76   (feet)  ADJUSTED  
 DG3972  ___________________________________________________________________
 DG3972  GEOID HEIGHT-          53.23  (meters)                     EGM96
 DG3972
 DG3972  VERT ORDER  -  FIRST     CLASS II
 DG3972
 DG3972.The horizontal coordinates were scaled from a topographic map and have
 DG3972.an estimated accuracy of +/- 6 seconds.
 DG3972
 DG3972.The orthometric height was determined by differential leveling
 DG3972.and adjusted by the National Geodetic Survey in October 2004..
 DG3972
 DG3972.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3972.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3972
 DG3972                          SUPERSEDED SURVEY CONTROL
 DG3972
 DG3972.No superseded survey control is available for this station.
 DG3972
 DG3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS625824(NAD 83)
 DG3972_MARKER: DV = VERTICAL CONTROL DISK
 DG3972_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3972_SP_SET: ELECTRIC VAULT
 DG3972_STAMPING: GRPN 1 2003
 DG3972_MARK LOGO: NGS   
 DG3972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3972
 DG3972  HISTORY     - Date     Condition        Report By
 DG3972  HISTORY     - 2003     MONUMENTED       CNMI
 DG3972
 DG3972                          STATION DESCRIPTION
 DG3972
 DG3972'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3972'THE STATION IS LOCAED IN GARAPAN AREA.  THE MARK IS LOCATED AT THE
 DG3972'INTERSECTION OF BEACH ROAD AND MICRO BEACH ROAD AT THE GARAPAN FIRE
 DG3972'STATION.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN
 DG3972'ELECTRIC VAULT FLUSH WITH GROUND, 4.43 METERS (14.53 FT) NORTHEAST OF
 DG3972'THE ELECTRIC BOX, 3.20 METERS (10.50 FT) NORTHEAST OF TRAFFIC LIGHT
 DG3972'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3971 ***********************************************************************
 DG3971  DESIGNATION -  GRPN 2
 DG3971  PID         -  DG3971
 DG3971  STATE/COUNTY-  CQ/
 DG3971  USGS QUAD   -  
 DG3971
 DG3971                         *CURRENT SURVEY CONTROL
 DG3971  ___________________________________________________________________
 DG3971* NAD 83(1986)-  15 12 29.     (N)    214 16 58.     (W)     SCALED    
 DG3971* NMVD03      -         2.525  (meters)       8.28   (feet)  ADJUSTED  
 DG3971  ___________________________________________________________________
 DG3971  GEOID HEIGHT-          53.24  (meters)                     EGM96
 DG3971
 DG3971  VERT ORDER  -  FIRST     CLASS II
 DG3971
 DG3971.The horizontal coordinates were scaled from a topographic map and have
 DG3971.an estimated accuracy of +/- 6 seconds.
 DG3971
 DG3971.The orthometric height was determined by differential leveling
 DG3971.and adjusted by the National Geodetic Survey in October 2004..
 DG3971
 DG3971.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3971.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3971
 DG3971                          SUPERSEDED SURVEY CONTROL
 DG3971
 DG3971.No superseded survey control is available for this station.
 DG3971
 DG3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS622817(NAD 83)
 DG3971_MARKER: DV = VERTICAL CONTROL DISK
 DG3971_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3971_SP_SET: TRAFFIC CONTROL PANEL
 DG3971_STAMPING: GRPN 2 2003
 DG3971_MARK LOGO: NGS   
 DG3971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3971
 DG3971  HISTORY     - Date     Condition        Report By
 DG3971  HISTORY     - 2003     MONUMENTED       CNMI
 DG3971
 DG3971                          STATION DESCRIPTION
 DG3971
 DG3971'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3971'THE STATION IS LOCATED IN GARAPAN AREA.  TO REACH THE STATION FROM THE
 DG3971'INTERSECTION OF BEACH ROAD AND MICRO BEACH ROAD PROCEED SOUTH ON BEACH
 DG3971'ROAD FOR 0.6 MILES (1.0 KM) TO THE INTERSECTION OF GARAPAN STREET.
 DG3971'THE MARK IS LOCATED JUST PASS THE INTERSECTION AND ACROSS THE STREET
 DG3971'FROM THE BANK OF GUAM IN THE TRAFFIC CONTROL PANEL FOUNDATION.  THE
 DG3971'STATION IS A STANDARD NGS BENCH MARK DISK SET IN TRAFFIC CONGTROL
 DG3971'PANEL CONCRETE FOUNDATION 2 FEET (0.6 M) ABOVE THE GROUND, 8.75 METERS
 DG3971'(28.71 FT) SOUTHWEST OF THE TRAFFIC LIGHT POLE, 17.00 METERS (55.77
 DG3971'FT) SOUTHEAST FROM THE BASKETBALL COURT FENCE, 1.60 METERS (5.25 FT)
 DG3971'NORTHWEST FROM WATER MANHOLE.  THE MARK IS LOCATED ON THE SOUTHEAST
 DG3971'CORNER OF THE TRAFFIC CONTROL PANEL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3970 ***********************************************************************
 DG3970  DESIGNATION -  GRPN 3
 DG3970  PID         -  DG3970
 DG3970  STATE/COUNTY-  CQ/
 DG3970  USGS QUAD   -  
 DG3970
 DG3970                         *CURRENT SURVEY CONTROL
 DG3970  ___________________________________________________________________
 DG3970* NAD 83(1986)-  15 11 47.     (N)    214 16 59.     (W)     SCALED    
 DG3970* NMVD03      -         3.020  (meters)       9.91   (feet)  ADJUSTED  
 DG3970  ___________________________________________________________________
 DG3970  GEOID HEIGHT-          53.21  (meters)                     EGM96
 DG3970
 DG3970  VERT ORDER  -  FIRST     CLASS II
 DG3970
 DG3970.The horizontal coordinates were scaled from a topographic map and have
 DG3970.an estimated accuracy of +/- 6 seconds.
 DG3970
 DG3970.The orthometric height was determined by differential leveling
 DG3970.and adjusted by the National Geodetic Survey in October 2004..
 DG3970
 DG3970.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3970.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3970
 DG3970                          SUPERSEDED SURVEY CONTROL
 DG3970
 DG3970.No superseded survey control is available for this station.
 DG3970
 DG3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS621804(NAD 83)
 DG3970_MARKER: DV = VERTICAL CONTROL DISK
 DG3970_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3970+WITH SETTING: PAVEMENT
 DG3970_SP_SET: BUNKER
 DG3970_STAMPING: GRPN 3 2003
 DG3970_MARK LOGO: NGS   
 DG3970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3970+STABILITY: SURFACE MOTION
 DG3970
 DG3970  HISTORY     - Date     Condition        Report By
 DG3970  HISTORY     - 2003     MONUMENTED       NGS
 DG3970
 DG3970                          STATION DESCRIPTION
 DG3970
 DG3970'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3970'THE STATION IS LOCATED IN GARAPAN AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3970'TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND MICRO
 DG3970'BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 0.8 MILES (1.3 KM) TO THE
 DG3970'13 FISHERMAN PAVILLION.  THE MARK IS ON A JAPANESE BUNKER.  THE
 DG3970'STATION IS A STANDARD NGS BENCH MARK DISK SET IN BUNKER IN THE
 DG3970'NORTHEAST CORNER AND 3 FEET (0.9 M) ABOVE THE GROUND, 8.28 METERS
 DG3970'(27.17 FT) NORTHEAST OF THE PAVILION, 20.5 METERS (67.3 FT) NORTHWEST
 DG3970'OF THE POWER POLE, 21.0 METERS (68.9 FT) NORTHWEST OF CENTERLINE OF
 DG3970'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3967 ***********************************************************************
 DG3967  DESIGNATION -  GRPN 4
 DG3967  PID         -  DG3967
 DG3967  STATE/COUNTY-  CQ/
 DG3967  USGS QUAD   -  
 DG3967
 DG3967                         *CURRENT SURVEY CONTROL
 DG3967  ___________________________________________________________________
 DG3967* NAD 83(1986)-  15 09 44.     (N)    214 17 35.     (W)     SCALED    
 DG3967* NMVD03      -         2.989  (meters)       9.81   (feet)  ADJUSTED  
 DG3967  ___________________________________________________________________
 DG3967  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3967
 DG3967  VERT ORDER  -  FIRST     CLASS II
 DG3967
 DG3967.The horizontal coordinates were scaled from a topographic map and have
 DG3967.an estimated accuracy of +/- 6 seconds.
 DG3967
 DG3967.The orthometric height was determined by differential leveling
 DG3967.and adjusted by the National Geodetic Survey in October 2004..
 DG3967
 DG3967.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3967.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3967
 DG3967                          SUPERSEDED SURVEY CONTROL
 DG3967
 DG3967.No superseded survey control is available for this station.
 DG3967
 DG3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS610766(NAD 83)
 DG3967_MARKER: DV = VERTICAL CONTROL DISK
 DG3967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3967_SP_SET: TANK BASE
 DG3967_STAMPING: GRPN 4 2003
 DG3967_MARK LOGO: NGS   
 DG3967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3967
 DG3967  HISTORY     - Date     Condition        Report By
 DG3967  HISTORY     - 2003     MONUMENTED       NGS
 DG3967
 DG3967                          STATION DESCRIPTION
 DG3967
 DG3967'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3967'THE STATION IS LOCATED IN SUSUPI AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3967'TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND MICRO
 DG3967'BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 2.5 MILES (4.0 KM) TO THE
 DG3967'VETERAN MEMORIAL MONUMENT ACROSS FROM THE ENTRANCE TO THE SUNIN MOTEL
 DG3967'AND MARIANAS HIGH SCHOOL.  THE MARK IS LOCATED ON SOUTHWEST CORNER OF
 DG3967'THE OLD ABANDONED CONCRETE TANK.  THE STATION IS A STANDARD NGS BENCH
 DG3967'MARK DISK SET IN CONCRETE TANK AND 2 FEET (0.6 M) ABOVE THE GROUND.
 DG3967'13.70 METERS (44.95 FT) NORTHEAST OF THE VETERAN MEMORIAL, 8.10 METERS
 DG3967'(26.57 FT) NORTHWEST OF BEACH ROAD, 37.20 METERS (122.05 FT) NORTHEAST
 DG3967'OF A GYE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3966 ***********************************************************************
 DG3966  DESIGNATION -  GRPN 5
 DG3966  PID         -  DG3966
 DG3966  STATE/COUNTY-  CQ/
 DG3966  USGS QUAD   -  
 DG3966
 DG3966                         *CURRENT SURVEY CONTROL
 DG3966  ___________________________________________________________________
 DG3966* NAD 83(1986)-  15 09 03.     (N)    214 17 46.     (W)     SCALED    
 DG3966* NMVD03      -         2.707  (meters)       8.88   (feet)  ADJUSTED  
 DG3966  ___________________________________________________________________
 DG3966  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3966
 DG3966  VERT ORDER  -  FIRST     CLASS II
 DG3966
 DG3966.The horizontal coordinates were scaled from a topographic map and have
 DG3966.an estimated accuracy of +/- 6 seconds.
 DG3966
 DG3966.The orthometric height was determined by differential leveling
 DG3966.and adjusted by the National Geodetic Survey in October 2004..
 DG3966
 DG3966.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3966.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3966
 DG3966                          SUPERSEDED SURVEY CONTROL
 DG3966
 DG3966.No superseded survey control is available for this station.
 DG3966
 DG3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS607754(NAD 83)
 DG3966_MARKER: DV = VERTICAL CONTROL DISK
 DG3966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3966_SP_SET: MANHOLE
 DG3966_STAMPING: GRPN 5 2003
 DG3966_MARK LOGO: NGS   
 DG3966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3966
 DG3966  HISTORY     - Date     Condition        Report By
 DG3966  HISTORY     - 2003     MONUMENTED       NGS
 DG3966
 DG3966                          STATION DESCRIPTION
 DG3966
 DG3966'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3966'THE STATION IS LOCATED IN CHALAN KANOA ON THE ISLAND OF SAIPAN, CNMI.
 DG3966'TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND MICRO
 DG3966'BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 3.7 MILES.  (6.0 KM) THE
 DG3966'MARK IS LOCATED ON THE MANHOLE IN FRONT OF MSV BLDG III.  THE STATION
 DG3966'IS A STANDARD NGS BENCH MARK DISK SET ON THE TOP MANHOLE FLUSH WITH
 DG3966'GROUND, 4.20 METERS (13.78 FT) EAST OF THE FENCE OF THE PONDING BASIN,
 DG3966'10.0 METERS (32.8 FT) SOUTHEAST OF THE POWER POLE, 7.5 METERS (24.6
 DG3966'FT) SOUTHEAST OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3964 ***********************************************************************
 DG3964  DESIGNATION -  GRPN 6
 DG3964  PID         -  DG3964
 DG3964  STATE/COUNTY-  CQ/
 DG3964  USGS QUAD   -  
 DG3964
 DG3964                         *CURRENT SURVEY CONTROL
 DG3964  ___________________________________________________________________
 DG3964* NAD 83(1986)-  15 08 40.     (N)    214 17 37.     (W)     SCALED    
 DG3964* NMVD03      -         2.718  (meters)       8.92   (feet)  ADJUSTED  
 DG3964  ___________________________________________________________________
 DG3964  GEOID HEIGHT-          53.16  (meters)                     EGM96
 DG3964
 DG3964  VERT ORDER  -  FIRST     CLASS II
 DG3964
 DG3964.The horizontal coordinates were scaled from a topographic map and have
 DG3964.an estimated accuracy of +/- 6 seconds.
 DG3964
 DG3964.The orthometric height was determined by differential leveling
 DG3964.and adjusted by the National Geodetic Survey in October 2004..
 DG3964
 DG3964.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3964.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3964
 DG3964                          SUPERSEDED SURVEY CONTROL
 DG3964
 DG3964.No superseded survey control is available for this station.
 DG3964
 DG3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS610747(NAD 83)
 DG3964_MARKER: DV = VERTICAL CONTROL DISK
 DG3964_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3964_SP_SET: MANHOLE
 DG3964_STAMPING: GRPN 6 2003
 DG3964_MARK LOGO: NGS   
 DG3964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3964
 DG3964  HISTORY     - Date     Condition        Report By
 DG3964  HISTORY     - 2003     MONUMENTED       NGS
 DG3964
 DG3964                          STATION DESCRIPTION
 DG3964
 DG3964'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3964'THE STATION IS LOCATED IN SAN ANTONIO VILLAGE ON THE ISLAND OF SAIPAN,
 DG3964'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3964'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 4.7 MILES.  (7.6 KM)
 DG3964'THE MARK IS LOCATED ON THE WATER VALVE IN FRONT OF THE FIRE HYDRANT IN
 DG3964'FRONT OF THE GOLDEN LION JEWELRY STORE.  THE STATION IS A STANDARD NGS
 DG3964'BENCH MARK DISK SET ON THE TOP MANHOLE FLUSH WITH GROUND, 2.80 METERS
 DG3964'(9.19 FT) SOUTHEAST OF THE FIRE HYDRANT, 4.85 METERS (15.91 FT)
 DG3964'SOUTHEAST OF THE POWER POLE, 8.0 METERS (26.2 FT) OF THE CENTERLINE OF
 DG3964'BEACH ROAD, 16.0 METERS (52.5 FT) SOUTHWEST OF THE SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3963 ***********************************************************************
 DG3963  DESIGNATION -  GRPN 7
 DG3963  PID         -  DG3963
 DG3963  STATE/COUNTY-  CQ/
 DG3963  USGS QUAD   -  
 DG3963
 DG3963                         *CURRENT SURVEY CONTROL
 DG3963  ___________________________________________________________________
 DG3963* NAD 83(1986)-  15 08 19.     (N)    214 17 28.     (W)     SCALED    
 DG3963* NMVD03      -        23.696  (meters)      77.74   (feet)  ADJUSTED  
 DG3963  ___________________________________________________________________
 DG3963  GEOID HEIGHT-          53.13  (meters)                     EGM96
 DG3963
 DG3963  VERT ORDER  -  FIRST     CLASS II
 DG3963
 DG3963.The horizontal coordinates were scaled from a topographic map and have
 DG3963.an estimated accuracy of +/- 6 seconds.
 DG3963
 DG3963.The orthometric height was determined by differential leveling
 DG3963.and adjusted by the National Geodetic Survey in October 2004..
 DG3963
 DG3963.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3963.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3963
 DG3963                          SUPERSEDED SURVEY CONTROL
 DG3963
 DG3963.No superseded survey control is available for this station.
 DG3963
 DG3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS612740(NAD 83)
 DG3963_MARKER: DV = VERTICAL CONTROL DISK
 DG3963_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3963_SP_SET: SEWER MANHOLE
 DG3963_STAMPING: GRPN 7 2003
 DG3963_MARK LOGO: NGS   
 DG3963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3963
 DG3963  HISTORY     - Date     Condition        Report By
 DG3963  HISTORY     - 2003     MONUMENTED       NGS
 DG3963
 DG3963                          STATION DESCRIPTION
 DG3963
 DG3963'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3963'THE STATION IS LOCATED IN KOBERVILLE VILLAGE ON THE ISLAND OF SAIPAN,
 DG3963'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3963'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 5.5 MILES.  (8.9 KM)
 DG3963'THE MARK IS LOCATED AT THE INTERSECTION OF CHALAN TUN THOMAS P SABLAN
 DG3963'AND CHALAN MSGR MARTINEZ ROADS NEAR THE MOBIL GAS STATION.  THE
 DG3963'STATION IS A STANDARD NGS BENCH MARK DISK SET IN SEWER MANHOLE FLUSH
 DG3963'WITH GROUND, 21.90 METERS (71.85 FT) SOUTHEAST OF THE POWER POLE,
 DG3963'21.20 METERS (69.55 FT) NORTHWEST OF THE POWER POLE, 9.00 METERS
 DG3963'(29.53 FT) FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3962 ***********************************************************************
 DG3962  DESIGNATION -  GRPN 8
 DG3962  PID         -  DG3962
 DG3962  STATE/COUNTY-  CQ/
 DG3962  USGS QUAD   -  
 DG3962
 DG3962                         *CURRENT SURVEY CONTROL
 DG3962  ___________________________________________________________________
 DG3962* NAD 83(1986)-  15 08 06.     (N)    214 17 23.     (W)     SCALED    
 DG3962* NMVD03      -        31.101  (meters)     102.04   (feet)  ADJUSTED  
 DG3962  ___________________________________________________________________
 DG3962  GEOID HEIGHT-          53.11  (meters)                     EGM96
 DG3962
 DG3962  VERT ORDER  -  FIRST     CLASS II
 DG3962
 DG3962.The horizontal coordinates were scaled from a topographic map and have
 DG3962.an estimated accuracy of +/- 6 seconds.
 DG3962
 DG3962.The orthometric height was determined by differential leveling
 DG3962.and adjusted by the National Geodetic Survey in October 2004..
 DG3962
 DG3962.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3962.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3962
 DG3962                          SUPERSEDED SURVEY CONTROL
 DG3962
 DG3962.No superseded survey control is available for this station.
 DG3962
 DG3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS614736(NAD 83)
 DG3962_MARKER: DV = VERTICAL CONTROL DISK
 DG3962_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3962_SP_SET: SEWER MANHOLE
 DG3962_STAMPING: GRPN 8 2003
 DG3962_MARK LOGO: NGS   
 DG3962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3962
 DG3962  HISTORY     - Date     Condition        Report By
 DG3962  HISTORY     - 2003     MONUMENTED       NGS
 DG3962
 DG3962                          STATION DESCRIPTION
 DG3962
 DG3962'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3962'THE STATION IS LOCATED IN KOBERVILLE VILLAGE ON THE ISLAND OF SAIPAN,
 DG3962'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3962'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 6.2 MILES. (10.0 KM)
 DG3962'THE MARK IS LOCATED ON CHALAN MSGR MARTINEZ ROAD ACROSS THE PACIFIC
 DG3962'CHURCH.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN SEWER
 DG3962'MANHOLE FLUSH WITH GROUND, 9.5 METERS (31.2 FT) SOUTHEAST OF POWER
 DG3962'POLE, 9.0 METERS (29.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 DG3962'9.0 METERS (29.5 FT) SOUTHWEST OF THE SURVEY C+C MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3961 ***********************************************************************
 DG3961  DESIGNATION -  GRPN 9
 DG3961  PID         -  DG3961
 DG3961  STATE/COUNTY-  CQ/
 DG3961  USGS QUAD   -  
 DG3961
 DG3961                         *CURRENT SURVEY CONTROL
 DG3961  ___________________________________________________________________
 DG3961* NAD 83(2002)-  15 07 48.16905(N)    214 17 15.59783(W)     ADJUSTED  
 DG3961* NMVD03      -        33.610  (meters)     110.27   (feet)  ADJUSTED  
 DG3961  ___________________________________________________________________
 DG3961  EPOCH DATE  -        2002.00
 DG3961  X           -  -5,088,301.378 (meters)                     COMP
 DG3961  Y           -   3,469,399.049 (meters)                     COMP
 DG3961  Z           -   1,654,018.168 (meters)                     COMP
 DG3961  ELLIP HEIGHT-          88.01  (meters)          (06/14/04) GPS OBS
 DG3961  GEOID HEIGHT-          53.08  (meters)                     EGM96
 DG3961
 DG3961  HORZ ORDER  -  A
 DG3961  VERT ORDER  -  FIRST     CLASS II
 DG3961  ELLP ORDER  -  SECOND    CLASS I
 DG3961
 DG3961.The horizontal coordinates were established by GPS observations
 DG3961.and adjusted by the National Geodetic Survey in June 2004..
 DG3961.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3961.DATUM ITEM on the data sheet items page.
 DG3961.The horizontal coordinates are valid at the epoch date displayed above.
 DG3961.The epoch date for horizontal control is a decimal equivalence
 DG3961.of Year/Month/Day.
 DG3961
 DG3961.The orthometric height was determined by differential leveling
 DG3961.and adjusted by the National Geodetic Survey in October 2004..
 DG3961
 DG3961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3961
 DG3961.The ellipsoidal height was determined by GPS observations
 DG3961.and is referenced to NAD 83.
 DG3961
 DG3961.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3961.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3961
 DG3961;                    North         East     Units Scale Factor Converg.
 DG3961;UTM  55      - 1,673,115.702   361,640.173   MT  0.99983676   -0 20 10.1
 DG3961
 DG3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3961!UTM  55      -   0.99998616  x   0.99983676  =   0.99982292
 DG3961
 DG3961                          SUPERSEDED SURVEY CONTROL
 DG3961
 DG3961.No superseded survey control is available for this station.
 DG3961
 DG3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6164073116(NAD 83)
 DG3961_MARKER: DV = VERTICAL CONTROL DISK
 DG3961_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3961_SP_SET: MANHOLE
 DG3961_STAMPING: GRPN 9 2003
 DG3961_MARK LOGO: NGS   
 DG3961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3961
 DG3961  HISTORY     - Date     Condition        Report By
 DG3961  HISTORY     - 2003     MONUMENTED       NGS
 DG3961
 DG3961                          STATION DESCRIPTION
 DG3961
 DG3961'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3961'THE STATION IS LOCATED IN KOBERVILLE VILLAGE ON THE ISLAND OF SAIPAN,
 DG3961'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF BEACH ROAD AND
 DG3961'MICRO BEACH ROAD PROCEED SOUTH ON BEACH ROAD FOR 6.9 MILES. (11.1 KM)
 DG3961'THE MARK IS LOCATED AT THE INTERSECTION OF AS PETDIDA ROAD AND AS LITO
 DG3961'ROAD BY THE TRAFFIC LIGHT.  THE STATION IS A STANDARD NGS BENCH MARK
 DG3961'DISK SET ON THE TOP OF THE TRAFFIC CONTROL MANHOLE COVER 6 INCHES
 DG3961'ABOVE THE GROUND, 3.80 METERS (12.47 FT) EAST OF THE TRAFFIC CONTROL
 DG3961'PANEL, 7.20 METERS (23.62 FT) SOUTHWEST OF THE WALK LIGHT POLE, 5.42
 DG3961'METERS (17.78 FT) SOUTHWEST RIGHT TURN LIGHT POLE, 12.0 METERS (39.4
 DG3961'FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4109 ***********************************************************************
 DG4109  DESIGNATION -  HALF
 DG4109  PID         -  DG4109
 DG4109  STATE/COUNTY-  CQ/
 DG4109  USGS QUAD   -  
 DG4109
 DG4109                         *CURRENT SURVEY CONTROL
 DG4109  ___________________________________________________________________
 DG4109* NAD 83(2002)-  15 01 05.03475(N)    214 24 02.73784(W)     ADJUSTED  
 DG4109* NMVD03      -        73.216  (meters)     240.21   (feet)  ADJUSTED  
 DG4109  ___________________________________________________________________
 DG4109  EPOCH DATE  -        2002.00
 DG4109  X           -  -5,084,134.014 (meters)                     COMP
 DG4109  Y           -   3,481,278.337 (meters)                     COMP
 DG4109  Z           -   1,642,063.991 (meters)                     COMP
 DG4109  ELLIP HEIGHT-         127.93  (meters)          (06/14/04) GPS OBS
 DG4109  GEOID HEIGHT-          53.70  (meters)                     EGM96
 DG4109
 DG4109  HORZ ORDER  -  FIRST
 DG4109  VERT ORDER  -  FIRST     CLASS II
 DG4109  ELLP ORDER  -  FOURTH    CLASS II
 DG4109
 DG4109.The horizontal coordinates were established by GPS observations
 DG4109.and adjusted by the National Geodetic Survey in June 2004..
 DG4109.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4109.DATUM ITEM on the data sheet items page.
 DG4109.The horizontal coordinates are valid at the epoch date displayed above.
 DG4109.The epoch date for horizontal control is a decimal equivalence
 DG4109.of Year/Month/Day.
 DG4109
 DG4109.The orthometric height was determined by differential leveling
 DG4109.and adjusted by the National Geodetic Survey in October 2004..
 DG4109.No vertical observational check was made to the station.
 DG4109
 DG4109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4109
 DG4109.The ellipsoidal height was determined by GPS observations
 DG4109.and is referenced to NAD 83.
 DG4109
 DG4109.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4109.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4109
 DG4109;                    North         East     Units Scale Factor Converg.
 DG4109;UTM  55      - 1,660,801.160   349,407.359   MT  0.99988049   -0 21 46.9
 DG4109
 DG4109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4109!UTM  55      -   0.99997988  x   0.99988049  =   0.99986038
 DG4109
 DG4109                          SUPERSEDED SURVEY CONTROL
 DG4109
 DG4109.No superseded survey control is available for this station.
 DG4109
 DG4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS4940760801(NAD 83)
 DG4109_MARKER: DV = VERTICAL CONTROL DISK
 DG4109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4109_STAMPING: HALF 2003
 DG4109_MARK LOGO: NGS   
 DG4109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4109+STABILITY: SURFACE MOTION
 DG4109
 DG4109  HISTORY     - Date     Condition        Report By
 DG4109  HISTORY     - 2003     MONUMENTED       NGS
 DG4109
 DG4109                          STATION DESCRIPTION
 DG4109
 DG4109'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RWA)
 DG4109'THE STATION IS LOCATED IN THE ATGIDON AREA ON THE ISLAND OF TINIAN. TO
 DG4109'REACH THE STATION FROM THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND
 DG4109'BROADWAY GO NORTH ON BROADWAY FOR 1.4 MILES (2.3 KM) TO THE
 DG4109'INTERSECTION OF A ROAD EAST (86TH STREET) , TURN WEST AND GO 1.7 MILES
 DG4109'(2.7 KM) AND THE JUNCTION WITH 8TH AVENUE AND THE SEABEES MEMORIAL IN
 DG4109'THE SOUTHWEST QUADRANT.  CONTINUE WEST FOR 0.7 MILES (1.1 KM) AND THE
 DG4109'MARK.  THE STATION IS IN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4103 ***********************************************************************
 DG4103  DESIGNATION -  HELMERS
 DG4103  PID         -  DG4103
 DG4103  STATE/COUNTY-  CQ/
 DG4103  USGS QUAD   -  
 DG4103
 DG4103                         *CURRENT SURVEY CONTROL
 DG4103  ___________________________________________________________________
 DG4103* NAD 83(2002)-  15 00 55.39245(N)    214 22 17.42341(W)     ADJUSTED  
 DG4103* NMVD03      -        75.678  (meters)     248.29   (feet)  ADJUSTED  
 DG4103  ___________________________________________________________________
 DG4103  EPOCH DATE  -        2002.00
 DG4103  X           -  -5,085,976.081 (meters)                     COMP
 DG4103  Y           -   3,478,726.671 (meters)                     COMP
 DG4103  Z           -   1,641,778.354 (meters)                     COMP
 DG4103  ELLIP HEIGHT-         130.29  (meters)          (06/14/04) GPS OBS
 DG4103  GEOID HEIGHT-          53.48  (meters)                     EGM96
 DG4103
 DG4103  HORZ ORDER  -  FIRST
 DG4103  VERT ORDER  -  FIRST     CLASS II
 DG4103  ELLP ORDER  -  FOURTH    CLASS II
 DG4103
 DG4103.The horizontal coordinates were established by GPS observations
 DG4103.and adjusted by the National Geodetic Survey in June 2004..
 DG4103.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4103.DATUM ITEM on the data sheet items page.
 DG4103.The horizontal coordinates are valid at the epoch date displayed above.
 DG4103.The epoch date for horizontal control is a decimal equivalence
 DG4103.of Year/Month/Day.
 DG4103
 DG4103.The orthometric height was determined by differential leveling
 DG4103.and adjusted by the National Geodetic Survey in October 2004..
 DG4103.No vertical observational check was made to the station.
 DG4103
 DG4103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4103
 DG4103.The ellipsoidal height was determined by GPS observations
 DG4103.and is referenced to NAD 83.
 DG4103
 DG4103.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4103.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4103
 DG4103;                    North         East     Units Scale Factor Converg.
 DG4103;UTM  55      - 1,660,485.118   352,551.083   MT  0.99986890   -0 21 19.4
 DG4103
 DG4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4103!UTM  55      -   0.99997951  x   0.99986890  =   0.99984842
 DG4103
 DG4103                          SUPERSEDED SURVEY CONTROL
 DG4103
 DG4103.No superseded survey control is available for this station.
 DG4103
 DG4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5255160485(NAD 83)
 DG4103_MARKER: DV = VERTICAL CONTROL DISK
 DG4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4103_STAMPING: HELMERS 2003
 DG4103_MARK LOGO: NGS   
 DG4103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4103+STABILITY: SURFACE MOTION
 DG4103
 DG4103  HISTORY     - Date     Condition        Report By
 DG4103  HISTORY     - 2003     MONUMENTED       CNMI
 DG4103
 DG4103                          STATION DESCRIPTION
 DG4103
 DG4103'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4103'THE STATION IS LOCATED NORTH OF SAN JOSE IN THE BATEHA AREA ON THE
 DG4103'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4103'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4 MILES
 DG4103'(2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR
 DG4103'0.4 MILES (0.6 KM) TO THE STATION.  THE MARK IS 3 METERS (9.8 FT)
 DG4103'NORTH OF THE SOUTH EDGE OF THE ROAD AND 2.6 METERS (8.5 FT) SOUTH OF
 DG4103'THE NORTH EDGE OF THE ROAD.  THE STATION IS A STANDARD NGS BENCH MARK
 DG4103'SET IN THE CENTER OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4134 ***********************************************************************
 DG4134  DESIGNATION -  HENRY
 DG4134  PID         -  DG4134
 DG4134  STATE/COUNTY-  CQ/
 DG4134  USGS QUAD   -  
 DG4134
 DG4134                         *CURRENT SURVEY CONTROL
 DG4134  ___________________________________________________________________
 DG4134* NAD 83(1986)-  14 58 18.     (N)    214 22 44.     (W)     SCALED    
 DG4134* NMVD03      -        22.368  (meters)      73.39   (feet)  ADJUSTED  
 DG4134  ___________________________________________________________________
 DG4134  GEOID HEIGHT-          53.46  (meters)                     EGM96
 DG4134
 DG4134  VERT ORDER  -  FIRST     CLASS II
 DG4134
 DG4134.The horizontal coordinates were scaled from a topographic map and have
 DG4134.an estimated accuracy of +/- 6 seconds.
 DG4134
 DG4134.The orthometric height was determined by differential leveling
 DG4134.and adjusted by the National Geodetic Survey in October 2004..
 DG4134.No vertical observational check was made to the station.
 DG4134
 DG4134.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4134.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4134
 DG4134                          SUPERSEDED SURVEY CONTROL
 DG4134
 DG4134.No superseded survey control is available for this station.
 DG4134
 DG4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS517556(NAD 83)
 DG4134_MARKER: DV = VERTICAL CONTROL DISK
 DG4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4134_STAMPING: HENRY 2003
 DG4134_MARK LOGO: NGS   
 DG4134_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4134+STABILITY: SURFACE MOTION
 DG4134
 DG4134  HISTORY     - Date     Condition        Report By
 DG4134  HISTORY     - 2003     MONUMENTED       CNMI
 DG4134
 DG4134                          STATION DESCRIPTION
 DG4134
 DG4134'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003
 DG4134'THE STATION IS LOCATED JUST NORTHWEST OF SAN JOSE ON THE ISLAND OF
 DG4134'TINIAN, CNMI. TO REACH FROM THE INTERSECTION OF THE AIRPORT ROAD AND
 DG4134'BROADWAY PROCEED SOUTH ON BROADWAY FOR 0.8 MILE TO THE INTERSECTION.
 DG4134'TURN RIGHT AND PROCEED WEST FOR 1.1 MILES TO THE INTERSECTION OF 8TH
 DG4134'AVENUE. TURN LEFT AND PROCEED SOUTHEAST ON 8TH AVENUE 0.8 MILES TO
 DG4134'STATION. THE STATION IS A STANDARD NGS BENCH MARK SET ON TOP OF THE
 DG4134'CULVERT 2 FEET ABOVE THE GROUND. THE STATION IS ON THE SOUTH CULVERT
 DG4134'OF THE TWO AND SET IN THE EAST END OF THE CULVERT. THE MARK IS 13.6 M
 DG4134'SW OF A POWER POLE, 18.9 M NE OF A POWER POLE AND 43.2 M WSW OF A FIRE
 DG4134'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3957 ***********************************************************************
 DG3957  DESIGNATION -  HRG 1
 DG3957  PID         -  DG3957
 DG3957  STATE/COUNTY-  CQ/
 DG3957  USGS QUAD   -  
 DG3957
 DG3957                         *CURRENT SURVEY CONTROL
 DG3957  ___________________________________________________________________
 DG3957* NAD 83(1986)-  15 08 38.     (N)    214 16 06.     (W)     SCALED    
 DG3957* NMVD03      -        45.224  (meters)     148.37   (feet)  ADJUSTED  
 DG3957  ___________________________________________________________________
 DG3957  GEOID HEIGHT-          52.96  (meters)                     EGM96
 DG3957
 DG3957  VERT ORDER  -  FIRST     CLASS II
 DG3957
 DG3957.The horizontal coordinates were scaled from a topographic map and have
 DG3957.an estimated accuracy of +/- 6 seconds.
 DG3957
 DG3957.The orthometric height was determined by differential leveling
 DG3957.and adjusted by the National Geodetic Survey in October 2004..
 DG3957
 DG3957.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3957.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3957
 DG3957                          SUPERSEDED SURVEY CONTROL
 DG3957
 DG3957.No superseded survey control is available for this station.
 DG3957
 DG3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS637746(NAD 83)
 DG3957_MARKER: DV = VERTICAL CONTROL DISK
 DG3957_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3957_SP_SET: SIDEWALK
 DG3957_STAMPING: HRG 1 2003
 DG3957_MARK LOGO: NGS   
 DG3957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3957
 DG3957  HISTORY     - Date     Condition        Report By
 DG3957  HISTORY     - 2003     MONUMENTED       NGS
 DG3957
 DG3957                          STATION DESCRIPTION
 DG3957
 DG3957'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3957'THE STATION IS LOCATED IN SAN VINCENTE VILLAGE ON THE ISLAND OF
 DG3957'SAIPAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF CROSS
 DG3957'ISLAND ROAD AND AIRPORT ROAD HIGHWAY PROCEED SOUTH TOWARD THE AIRPORT
 DG3957'FOR 0.5 MILES (0.8 KM) TO THE PUMP STATION ON THE LEFT SIDE OF THE
 DG3957'ROAD.  THE MARK IS SET IN THE ENTRANCE OF THE PUMP STATION.  THE
 DG3957'STATION IS A STANDARD NGS BENCH MARK DISK SET IN CONCRETE SIDEWALK
 DG3957'SLAB, 1.2 METERS (3.9 FT) FROM THE PUMP BUILDING, 4.30 METERS (14.11
 DG3957'FT) FROM GUARD RAIL, 13.70 METERS (44.95 FT) SOUTHEAST FROM CENTERLINE
 DG3957'OF THE ROAD, 4.60 METERS (15.09 FT) SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3990 ***********************************************************************
 DG3990  DESIGNATION -  HRG 2
 DG3990  PID         -  DG3990
 DG3990  STATE/COUNTY-  CQ/
 DG3990  USGS QUAD   -  
 DG3990
 DG3990                         *CURRENT SURVEY CONTROL
 DG3990  ___________________________________________________________________
 DG3990* NAD 83(1986)-  15 08 02.     (N)    214 16 19.     (W)     SCALED    
 DG3990* NMVD03      -        53.201  (meters)     174.54   (feet)  ADJUSTED  
 DG3990  ___________________________________________________________________
 DG3990  GEOID HEIGHT-          52.97  (meters)                     EGM96
 DG3990
 DG3990  VERT ORDER  -  FIRST     CLASS II
 DG3990
 DG3990.The horizontal coordinates were scaled from a topographic map and have
 DG3990.an estimated accuracy of +/- 6 seconds.
 DG3990
 DG3990.The orthometric height was determined by differential leveling
 DG3990.and adjusted by the National Geodetic Survey in October 2004..
 DG3990
 DG3990.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3990.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3990
 DG3990                          SUPERSEDED SURVEY CONTROL
 DG3990
 DG3990.No superseded survey control is available for this station.
 DG3990
 DG3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS633735(NAD 83)
 DG3990_MARKER: DV = VERTICAL CONTROL DISK
 DG3990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3990_SP_SET: ELECTRIC VAULT BASE
 DG3990_STAMPING: HRG 2 2003
 DG3990_MARK LOGO: NGS   
 DG3990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3990
 DG3990  HISTORY     - Date     Condition        Report By
 DG3990  HISTORY     - 2003     MONUMENTED       NGS
 DG3990
 DG3990                          STATION DESCRIPTION
 DG3990
 DG3990'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3990'THE STATION IS LOCATED IN CHALEN HERMAN PAN AND AIRPORT AREA ON THE
 DG3990'ISLAND OF SAIPAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG3990'CROSS ISLAND ROAD AND AIRPORT ROAD HIGHWAY PROCEED SOUTH OR TOWARD THE
 DG3990'AIRPORT FOR 1.2 MILES (1.9 KM) TO THE ELECTRICAL VAULT BY THE SHELL
 DG3990'GAS STATION.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN THE
 DG3990'TOP OF THE SOUTHEAST CORNER OF THE ELECTRICAL VAULT 2.0 FEET (0.6 M)
 DG3990'ABOVE THE GROUND, 7.30 METERS (23.95 FT) SOUTHEAST OF TELEPHONE BOOTH,
 DG3990'6.00 METERS (19.68 FT) SOUTHEAST OF PUMP STATION BUILDING, 8.40 METERS
 DG3990'(27.56 FT) NORTHEAST OF CENTERLINE OF ROAD, 8.75 METERS (28.71 FT)
 DG3990'SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3959 ***********************************************************************
 DG3959  DESIGNATION -  HRG 3
 DG3959  PID         -  DG3959
 DG3959  STATE/COUNTY-  CQ/
 DG3959  USGS QUAD   -  
 DG3959
 DG3959                         *CURRENT SURVEY CONTROL
 DG3959  ___________________________________________________________________
 DG3959* NAD 83(1986)-  15 07 16.     (N)    214 16 38.     (W)     SCALED    
 DG3959* NMVD03      -        58.675  (meters)     192.50   (feet)  ADJUSTED  
 DG3959  ___________________________________________________________________
 DG3959  GEOID HEIGHT-          52.97  (meters)                     EGM96
 DG3959
 DG3959  VERT ORDER  -  FIRST     CLASS II
 DG3959
 DG3959.The horizontal coordinates were scaled from a topographic map and have
 DG3959.an estimated accuracy of +/- 6 seconds.
 DG3959
 DG3959.The orthometric height was determined by differential leveling
 DG3959.and adjusted by the National Geodetic Survey in October 2004..
 DG3959
 DG3959.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3959.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3959
 DG3959                          SUPERSEDED SURVEY CONTROL
 DG3959
 DG3959.No superseded survey control is available for this station.
 DG3959
 DG3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS627721(NAD 83)
 DG3959_MARKER: DV = VERTICAL CONTROL DISK
 DG3959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3959_SP_SET: HEADWALL
 DG3959_STAMPING: HRG 3 2003
 DG3959_MARK LOGO: NGS   
 DG3959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3959+STABILITY: SURFACE MOTION
 DG3959
 DG3959  HISTORY     - Date     Condition        Report By
 DG3959  HISTORY     - 2003     MONUMENTED       NGS
 DG3959
 DG3959                          STATION DESCRIPTION
 DG3959
 DG3959'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3959'THE STATION IS LOCATED IN CHALEN HERMAN PAN AND AIRPORT AREA ON THE
 DG3959'ISLAND OF SAIPAN, CNMI.  THE MARK IS LOCATED AT THE INTERSECTION OF
 DG3959'CHALAN MONSIGNER GUERREO ROAD AND CHALAN TAN HERMAN PAU ROAD AND FLAME
 DG3959'TREE ROAD.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN THE
 DG3959'TOP OF THE HEADWALL 10 INCHES ABOVE THE GROUND, 9.0 METERS (29.5 FT)
 DG3959'NORTHEAST OF THE CENTERLINE OF THE CHALAN MONSIGNER GUERRO ROAD, 5.90
 DG3959'METERS (19.36 FT) SOUTHEAST OF THE SEWER MANHOLE, 7.96 METERS (26.12
 DG3959'FT) SOUTHWEST OF THE POWER POLE, 8.0 METERS (26.2 FT) SOUTHEAST OF THE
 DG3959'CENTERLINE OF FLAME TREE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4017 ***********************************************************************
 DG4017  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4017  DESIGNATION -  ICM JR
 DG4017  PID         -  DG4017
 DG4017  STATE/COUNTY-  CQ/
 DG4017  USGS QUAD   -  
 DG4017
 DG4017                         *CURRENT SURVEY CONTROL
 DG4017  ___________________________________________________________________
 DG4017* NAD 83(2002)-  14 08 05.39673(N)    214 46 37.36057(W)     ADJUSTED  
 DG4017* NMVD03      -       199.49   (meters)     654.5    (feet)  GPS OBS   
 DG4017  ___________________________________________________________________
 DG4017  EPOCH DATE  -        2002.00
 DG4017  X           -  -5,081,463.749 (meters)                     COMP
 DG4017  Y           -   3,528,690.845 (meters)                     COMP
 DG4017  Z           -   1,547,514.338 (meters)                     COMP
 DG4017  ELLIP HEIGHT-         254.07  (meters)          (06/14/04) GPS OBS
 DG4017  GEOID HEIGHT-          53.96  (meters)                     EGM96
 DG4017
 DG4017  HORZ ORDER  -  A
 DG4017  ELLP ORDER  -  SECOND    CLASS I
 DG4017
 DG4017.The horizontal coordinates were established by GPS observations
 DG4017.and adjusted by the National Geodetic Survey in June 2004..
 DG4017.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4017.DATUM ITEM on the data sheet items page.
 DG4017.The horizontal coordinates are valid at the epoch date displayed above.
 DG4017.The epoch date for horizontal control is a decimal equivalence
 DG4017.of Year/Month/Day.
 DG4017
 DG4017.The orthometric height was determined by GPS observations and a
 DG4017.high-resolution geoid model using precise GPS observation and
 DG4017.processing techniques.
 DG4017
 DG4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4017
 DG4017.The ellipsoidal height was determined by GPS observations
 DG4017.and is referenced to NAD 83.
 DG4017
 DG4017.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4017.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4017
 DG4017;                    North         East     Units Scale Factor Converg.
 DG4017;UTM  55      - 1,563,364.783   308,180.716   MT  1.00005514   -0 26 02.7
 DG4017
 DG4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4017!UTM  55      -   0.99996005  x   1.00005514  =   1.00001519
 DG4017
 DG4017                          SUPERSEDED SURVEY CONTROL
 DG4017
 DG4017.No superseded survey control is available for this station.
 DG4017
 DG4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0818163365(NAD 83)
 DG4017_MARKER: DV = VERTICAL CONTROL DISK
 DG4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4017_STAMPING: I C M JR 2003
 DG4017_MARK LOGO: NGS   
 DG4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4017+STABILITY: SURFACE MOTION
 DG4017
 DG4017  HISTORY     - Date     Condition        Report By
 DG4017  HISTORY     - 2003     MONUMENTED       CNMI
 DG4017  HISTORY     - 20030528 GOOD             CNMI
 DG4017
 DG4017                          STATION DESCRIPTION
 DG4017
 DG4017'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4017'THE STATION IS LOCATED IN AS BAKE AREA ON THE ISLAND OF ROTA IN THE
 DG4017'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4017'FROM THE INTERSECTION OF SAN FRANCISCO, THE MAIN ROAD ON ROTA, AND THE
 DG4017'ROAD TO PALIE WHICH GOES TO THE AFATUNG WILDLIFE MANAGEMENT AREA
 DG4017'PROCEED 2.6 MILES (4.2 KM) SOUTH TO THE MARK.  THE STATION IS A
 DG4017'STANDARD DISK NGS BENCH MARK  SET IN CONCRETE POST PROJECTING 25 CM
 DG4017'ABOVE THE GROUND, 3 FEET (0.9 M) FROM THE CORNER OF THE NORTHERN END
 DG4017'OF THE FENCE, 10.0 FEET (3.0 M) FROM THE EDGE OF THE ROAD, 44.0 METERS
 DG4017'(144.4 FT) NORTH FROM THE END OF THE PAVED ROAD, 1.25 METERS (4.10 FT)
 DG4017'NORTHEAST OF A FENCE POST AND 7.25 METERS (23.79 FT) EAST SOUTHEAST OF
 DG4017'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4398 ***********************************************************************
 AA4398  DESIGNATION -  IGUA 1
 AA4398  PID         -  AA4398
 AA4398  STATE/COUNTY-  CQ/
 AA4398  USGS QUAD   -  
 AA4398
 AA4398                         *CURRENT SURVEY CONTROL
 AA4398  ___________________________________________________________________
 AA4398* NAD 83(1993)-  14 09 50.06095(N)    214 46 52.56660(W)     ADJUSTED  
 AA4398* LOCAL TIDAL -       185.     (meters)     607.     (feet)  GPS OBS   
 AA4398  ___________________________________________________________________
 AA4398  EPOCH DATE  -        1993.62
 AA4398  X           -  -5,080,546.737 (meters)                     COMP
 AA4398  Y           -   3,528,609.234 (meters)                     COMP
 AA4398  Z           -   1,550,630.194 (meters)                     COMP
 AA4398  ELLIP HEIGHT-         240.26  (meters)          (11/30/94) GPS OBS
 AA4398  GEOID HEIGHT-          54.12  (meters)                     EGM96
 AA4398
 AA4398  HORZ ORDER  -  FIRST
 AA4398  ELLP ORDER  -  FIFTH     CLASS I
 AA4398
 AA4398.The horizontal coordinates were established by GPS observations
 AA4398.and adjusted by the National Geodetic Survey in November 1994..
 AA4398.No horizontal observational check was made to the station.
 AA4398.The horizontal coordinates are valid at the epoch date displayed above.
 AA4398.The epoch date for horizontal control is a decimal equivalence
 AA4398.of Year/Month/Day.
 AA4398
 AA4398.The orthometric height was determined by GPS observations and a
 AA4398.high-resolution geoid model.
 AA4398.No vertical observational check was made to the station.
 AA4398
 AA4398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4398
 AA4398.The ellipsoidal height was determined by GPS observations
 AA4398.and is referenced to NAD 83.
 AA4398
 AA4398.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4398.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4398
 AA4398;                    North         East     Units Scale Factor Converg.
 AA4398;UTM  55      - 1,566,585.034   307,749.101   MT  1.00005719   -0 26 09.6
 AA4398
 AA4398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4398!UTM  55      -   0.99996222  x   1.00005719  =   1.00001941
 AA4398
 AA4398                          SUPERSEDED SURVEY CONTROL
 AA4398
 AA4398              -  14 09 45.06550(N)    214 47 01.31810(W) AD(       ) 2
 AA4398
 AA4398.Superseded values are not recommended for survey control.
 AA4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4398.See file dsdata.txt to determine how the superseded data were derived.
 AA4398
 AA4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0774966585(NAD 83)
 AA4398_MARKER: DD = SURVEY DISK
 AA4398_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA4398_SP_SET: CONCRETE POST
 AA4398_STAMPING: IGUA 1 1969
 AA4398_MARK LOGO: USGS  
 AA4398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4398+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1993
 AA4398
 AA4398  HISTORY     - Date     Condition        Report By
 AA4398  HISTORY     - 1969     MONUMENTED       USGS
 AA4398  HISTORY     - 19690201 GOOD             USGS
 AA4398  HISTORY     - 19930822 GOOD             NOS
 AA4398
 AA4398                          STATION DESCRIPTION
 AA4398
 AA4398'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 AA4398'ROTA AIRPORT 2.6 MI SW OF 0.4 MI S OF MAIN RD 0.15 MI E OF SABANA RD
 AA4398'AT END OF DIM OF DIM RD SET IN CONCRETE POST A STANDARD TABLET STAMPED
 AA4398'IGUA 1 1969.
 AA4398'
 AA4398
 AA4398                          STATION RECOVERY (1969)
 AA4398
 AA4398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TAM)
 AA4398'LOCATED ABOUT 5.3 MI. AIRLINE NE. OF SONGSONG VILLAGE, 1.8 MI. SW. OF
 AA4398'THE ROTA AIRPORT.  TO REACH FROM THE ROTA POST OFFICE, TAKE THE MAIN
 AA4398'RD. NE. TOWARD THE AIRPORT 4.75 MI. TO A RD. FORK, KEEP RIGHT 0.3 MI.
 AA4398'TO RD. INTERSECTION, KEEP RIGHT 1.5 MI. TO RD. FORK, TURN RIGHT SANANA
 AA4398'RD. 0.3 MI. TO DIM RD. INTERSECTION, TURN LEFT AND DRIVE STRAIGHT E.
 AA4398'0.2 MI., TURN RIGHT FOR 100 FT. TO STATION.  STATION MARK IS A
 AA4398'STANDARD TABLET STAMPED IGUA 1 1969 SET IN A CONCRETE POST.  NO
 AA4398'REFERENCE MARKS.
 AA4398'
 AA4398
 AA4398                          STATION RECOVERY (1993)
 AA4398
 AA4398'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4398'THE STATION IS LOCATED ON THE ISLAND OF ROTA, CNMI ABOUT 5.3 MI (8.5
 AA4398'KM) NE OF SONG SONG VILLAGE, AND 1.8 MI (2.9 KM) SW OF ROTA AIRPORT.
 AA4398'TO REACH FROM THE ROTA POST OFFICE, TAKE MAIN ROAD NE TOWARD THE
 AA4398'AIRPORT 4.75 MI (7.64 KM) TO A FORK RIGHT.  TAKE RIGHT AND PROCEED FOR
 AA4398'.3 MI (0.5 KM) TO INTERSECTION TURN RIGHT AND PROCEED 1.5 MI (2.4 KM)
 AA4398'TO FORK RIGHT, TAKE RIGHT FORK AND PROCEED FOR .3 MI (0.5 KM) TO DIM
 AA4398'ROAD INTERSECTION, TURN LEFT AND DRIVE E .2 MI, TURN RIGHT FOR 100 FT
 AA4398'(30.5 M) TO STATION. THE STATION IS A STANDARD DISK STAMPED -IGUA 1
 AA4398'1969- AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4020 ***********************************************************************
 DG4020  DESIGNATION -  J M ATALIG
 DG4020  PID         -  DG4020
 DG4020  STATE/COUNTY-  CQ/
 DG4020  USGS QUAD   -  
 DG4020
 DG4020                         *CURRENT SURVEY CONTROL
 DG4020  ___________________________________________________________________
 DG4020* NAD 83(1986)-  14 10 17.     (N)    214 44 51.     (W)     SCALED    
 DG4020* NMVD03      -       173.373  (meters)     568.81   (feet)  ADJUSTED  
 DG4020  ___________________________________________________________________
 DG4020  GEOID HEIGHT-          53.86  (meters)                     EGM96
 DG4020
 DG4020  VERT ORDER  -  FIRST     CLASS II
 DG4020
 DG4020.The horizontal coordinates were scaled from a topographic map and have
 DG4020.an estimated accuracy of +/- 6 seconds.
 DG4020
 DG4020.The orthometric height was determined by differential leveling
 DG4020.and adjusted by the National Geodetic Survey in October 2004..
 DG4020.No vertical observational check was made to the station.
 DG4020
 DG4020.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4020.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4020
 DG4020                          SUPERSEDED SURVEY CONTROL
 DG4020
 DG4020.No superseded survey control is available for this station.
 DG4020
 DG4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR114673(NAD 83)
 DG4020_MARKER: DV = VERTICAL CONTROL DISK
 DG4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4020_STAMPING: J M ATALIG 2003
 DG4020_MARK LOGO: NGS   
 DG4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4020+STABILITY: SURFACE MOTION
 DG4020
 DG4020  HISTORY     - Date     Condition        Report By
 DG4020  HISTORY     - 2003     MONUMENTED       NGS
 DG4020
 DG4020                          STATION DESCRIPTION
 DG4020
 DG4020'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JJR)
 DG4020'THE STATION IS LOCATED IN CHENCHON AREA ON THE ISLAND OF ROTA IN THE
 DG4020'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4020'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4020'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4020'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED EAST ON THE PAVED
 DG4020'ROAD FOR 0.7 MILES (1.1 KM) TO THE MARK.  THE STATION IS A STANDARD
 DG4020'NGS BENCH MARK DISK STAMPED (J M ATALIG 2003) SET IN CONCRETE FLUSH
 DG4020'WITH GROUND.  THE MARK IS BETWEEN THE ROAD AND THE AIRPORT FENCE.  IT
 DG4020'IS 6.5 METERS (21.3 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD AND
 DG4020'2.5 METERS (8.2 FT) SOUTHEAST OF THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3933 ***********************************************************************
 DG3933  DESIGNATION -  JD CURVE
 DG3933  PID         -  DG3933
 DG3933  STATE/COUNTY-  CQ/
 DG3933  USGS QUAD   -  
 DG3933
 DG3933                         *CURRENT SURVEY CONTROL
 DG3933  ___________________________________________________________________
 DG3933* NAD 83(1986)-  15 13 30.     (N)    214 15 04.     (W)     SCALED    
 DG3933* NMVD03      -        71.219  (meters)     233.66   (feet)  ADJUSTED  
 DG3933  ___________________________________________________________________
 DG3933  GEOID HEIGHT-          53.05  (meters)                     EGM96
 DG3933
 DG3933  VERT ORDER  -  FIRST     CLASS II
 DG3933
 DG3933.The horizontal coordinates were scaled from a topographic map and have
 DG3933.an estimated accuracy of +/- 6 seconds.
 DG3933
 DG3933.The orthometric height was determined by differential leveling
 DG3933.and adjusted by the National Geodetic Survey in October 2004..
 DG3933
 DG3933.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3933.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3933
 DG3933                          SUPERSEDED SURVEY CONTROL
 DG3933
 DG3933.No superseded survey control is available for this station.
 DG3933
 DG3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS656835(NAD 83)
 DG3933_MARKER: DV = VERTICAL CONTROL DISK
 DG3933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3933_STAMPING: JD CURVE 2003
 DG3933_MARK LOGO: NGS   
 DG3933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3933+STABILITY: SURFACE MOTION
 DG3933
 DG3933  HISTORY     - Date     Condition        Report By
 DG3933  HISTORY     - 2003     MONUMENTED       CNMI
 DG3933
 DG3933                          STATION DESCRIPTION
 DG3933
 DG3933'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JT)
 DG3933'THE STATION IS LOCATED IN CAPITAL HILL AREA.  TO REACH THE STATION
 DG3933'FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CROSS ISLAND
 DG3933'ROAD, PROCEED 0.6 MILE (1.0 KM) WEST UP THE HILL ON CROSS ISLAND ROAD
 DG3933'TO A SHARP CURVE IN THE ROAD AND THE STATION IS LOCATED ON THE RIGHT
 DG3933'IN GRASS ON THE RIGHT.  THE STATION IS A STANDARD NGS BENCH MARK DISK
 DG3933'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND, 5.0 METERS (16.4
 DG3933'FT) NORTHWEST FROM A CONCRETE WALL, 11.0 METERS (36.1 FT) NORTHEAST
 DG3933'FROM POWER POLE, AND 10.0 METERS (32.8 FT) NORTHWEST FROM A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3982 ***********************************************************************
 DG3982  DESIGNATION -  JE JONES
 DG3982  PID         -  DG3982
 DG3982  STATE/COUNTY-  CQ/
 DG3982  USGS QUAD   -  
 DG3982
 DG3982                         *CURRENT SURVEY CONTROL
 DG3982  ___________________________________________________________________
 DG3982* NAD 83(2002)-  15 15 18.52309(N)    214 11 23.13718(W)     ADJUSTED  
 DG3982* NMVD03      -        65.677  (meters)     215.48   (feet)  ADJUSTED  
 DG3982  ___________________________________________________________________
 DG3982  EPOCH DATE  -        2002.00
 DG3982  X           -  -5,091,246.802 (meters)                     COMP
 DG3982  Y           -   3,458,677.792 (meters)                     COMP
 DG3982  Z           -   1,667,385.052 (meters)                     COMP
 DG3982  ELLIP HEIGHT-         119.47  (meters)          (06/14/04) GPS OBS
 DG3982  GEOID HEIGHT-          52.68  (meters)                     EGM96
 DG3982
 DG3982  HORZ ORDER  -  A
 DG3982  VERT ORDER  -  FIRST     CLASS II
 DG3982  ELLP ORDER  -  SECOND    CLASS I
 DG3982
 DG3982.The horizontal coordinates were established by GPS observations
 DG3982.and adjusted by the National Geodetic Survey in June 2004..
 DG3982.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3982.DATUM ITEM on the data sheet items page.
 DG3982.The horizontal coordinates are valid at the epoch date displayed above.
 DG3982.The epoch date for horizontal control is a decimal equivalence
 DG3982.of Year/Month/Day.
 DG3982
 DG3982.The orthometric height was determined by differential leveling
 DG3982.and adjusted by the National Geodetic Survey in October 2004..
 DG3982
 DG3982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3982
 DG3982.The ellipsoidal height was determined by GPS observations
 DG3982.and is referenced to NAD 83.
 DG3982
 DG3982.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3982.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3982
 DG3982;                    North         East     Units Scale Factor Converg.
 DG3982;UTM  55      - 1,686,895.580   372,236.844   MT  0.99980188   -0 18 47.1
 DG3982
 DG3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3982!UTM  55      -   0.99998121  x   0.99980188  =   0.99978310
 DG3982
 DG3982                          SUPERSEDED SURVEY CONTROL
 DG3982
 DG3982.No superseded survey control is available for this station.
 DG3982
 DG3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS7223786896(NAD 83)
 DG3982_MARKER: DV = VERTICAL CONTROL DISK
 DG3982_SETTING: 66 = SET IN ROCK OUTCROP
 DG3982_STAMPING: JE JONES 2003
 DG3982_MARK LOGO: NGS   
 DG3982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG3982+STABILITY: POSITION/ELEVATION WELL
 DG3982
 DG3982  HISTORY     - Date     Condition        Report By
 DG3982  HISTORY     - 2003     MONUMENTED       CNMI
 DG3982
 DG3982                          STATION DESCRIPTION
 DG3982
 DG3982'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3982'THE STATION IS LOCATED IN BIRD ISLAND LOOKOUT (SPN) .  TO REACH THE
 DG3982'STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL
 DG3982'HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 8.6 MILES (13.8 KM) AND
 DG3982'2.4 MILES (3.9 KM) PASS THE JAPANESE MEMORIAL PARK TO BIRD ISLAND
 DG3982'LOOKOUT.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN
 DG3982'BEDROCK, 52 FEET (15.8 M) FROM THE PAVED ROAD, 75.0 FEET (22.9 M)
 DG3982'NORTH OF THE CORNER FENCE POLE AT THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3952 ***********************************************************************
 DG3952  DESIGNATION -  JESS CIR 6
 DG3952  PID         -  DG3952
 DG3952  STATE/COUNTY-  CQ/
 DG3952  USGS QUAD   -  
 DG3952
 DG3952                         *CURRENT SURVEY CONTROL
 DG3952  ___________________________________________________________________
 DG3952* NAD 83(1986)-  15 10 09.     (N)    214 15 26.     (W)     SCALED    
 DG3952* NMVD03      -       195.240  (meters)     640.55   (feet)  ADJUSTED  
 DG3952  ___________________________________________________________________
 DG3952  GEOID HEIGHT-          52.94  (meters)                     EGM96
 DG3952
 DG3952  VERT ORDER  -  FIRST     CLASS II
 DG3952
 DG3952.The horizontal coordinates were scaled from a topographic map and have
 DG3952.an estimated accuracy of +/- 6 seconds.
 DG3952
 DG3952.The orthometric height was determined by differential leveling
 DG3952.and adjusted by the National Geodetic Survey in October 2004..
 DG3952
 DG3952.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3952.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3952
 DG3952                          SUPERSEDED SURVEY CONTROL
 DG3952
 DG3952.No superseded survey control is available for this station.
 DG3952
 DG3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS649774(NAD 83)
 DG3952_MARKER: DV = VERTICAL CONTROL DISK
 DG3952_SETTING: 66 = SET IN ROCK OUTCROP
 DG3952_STAMPING: JESS CIR 6 2003
 DG3952_MARK LOGO: NGS   
 DG3952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3952
 DG3952  HISTORY     - Date     Condition        Report By
 DG3952  HISTORY     - 2003     MONUMENTED       CNMI
 DG3952
 DG3952                          STATION DESCRIPTION
 DG3952
 DG3952'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3952'THE STATION IS LOCATED IN PAPAGO VILLAGE.  TO REACH THE STATION FROM
 DG3952'THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL HILL/CROSS
 DG3952'ISLAND ROAD PROCEED EAST 5.7 MILES (9.2 KM) ON CROSS ISLAND ROAD OR
 DG3952'1.6 MILES (2.6 KM) FROM THE INTERSECTION OF CROSS ISLAND ROAD AND
 DG3952'KAGMAN ROAD.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN
 DG3952'BEDROCK 2.0 METERS (6.6 FT) ABOVE THE DRIVEWAY, 2.0 METERS (6.6 FT)
 DG3952'SOUTHWEST OF THE CAR GATE, 2.30 METERS (7.55 FT) NORTHWEST FROM EDGE
 DG3952'OF THE CONCRETE DRIVEWAY, 27.0 METERS (88.6 FT) NORTHWEST FROM A POWER
 DG3952'POLE, 49.0 METERS (160.8 FT) SOUTHWEST FROM THE EDGE OF THE ROAD UP
 DG3952'THE CONCRETE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4111 ***********************************************************************
 DG4111  DESIGNATION -  JIM
 DG4111  PID         -  DG4111
 DG4111  STATE/COUNTY-  CQ/
 DG4111  USGS QUAD   -  
 DG4111
 DG4111                         *CURRENT SURVEY CONTROL
 DG4111  ___________________________________________________________________
 DG4111* NAD 83(2002)-  14 58 53.63786(N)    214 22 31.55915(W)     ADJUSTED  
 DG4111* NMVD03      -        74.186  (meters)     243.39   (feet)  ADJUSTED  
 DG4111  ___________________________________________________________________
 DG4111  EPOCH DATE  -        2002.00
 DG4111  X           -  -5,086,535.731 (meters)                     COMP
 DG4111  Y           -   3,479,621.160 (meters)                     COMP
 DG4111  Z           -   1,638,163.135 (meters)                     COMP
 DG4111  ELLIP HEIGHT-         128.69  (meters)          (06/14/04) GPS OBS
 DG4111  GEOID HEIGHT-          53.45  (meters)                     EGM96
 DG4111
 DG4111  HORZ ORDER  -  FIRST
 DG4111  VERT ORDER  -  FIRST     CLASS II
 DG4111  ELLP ORDER  -  FOURTH    CLASS II
 DG4111
 DG4111.The horizontal coordinates were established by GPS observations
 DG4111.and adjusted by the National Geodetic Survey in June 2004..
 DG4111.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4111.DATUM ITEM on the data sheet items page.
 DG4111.The horizontal coordinates are valid at the epoch date displayed above.
 DG4111.The epoch date for horizontal control is a decimal equivalence
 DG4111.of Year/Month/Day.
 DG4111
 DG4111.The orthometric height was determined by differential leveling
 DG4111.and adjusted by the National Geodetic Survey in October 2004..
 DG4111.No vertical observational check was made to the station.
 DG4111
 DG4111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4111
 DG4111.The ellipsoidal height was determined by GPS observations
 DG4111.and is referenced to NAD 83.
 DG4111
 DG4111.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4111.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4111
 DG4111;                    North         East     Units Scale Factor Converg.
 DG4111;UTM  55      - 1,656,746.080   352,105.619   MT  0.99987053   -0 21 20.3
 DG4111
 DG4111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4111!UTM  55      -   0.99997976  x   0.99987053  =   0.99985030
 DG4111
 DG4111                          SUPERSEDED SURVEY CONTROL
 DG4111
 DG4111.No superseded survey control is available for this station.
 DG4111
 DG4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5210656746(NAD 83)
 DG4111_MARKER: DV = VERTICAL CONTROL DISK
 DG4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4111_STAMPING: JIM 2003
 DG4111_MARK LOGO: NGS   
 DG4111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4111+STABILITY: SURFACE MOTION
 DG4111
 DG4111  HISTORY     - Date     Condition        Report By
 DG4111  HISTORY     - 2003     MONUMENTED       CNMI
 DG4111
 DG4111                          STATION DESCRIPTION
 DG4111
 DG4111'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4111'THE STATION IS LOCATED IN BROADWAY AREA ON THE ISLAND OF TINIAN, CNMI.
 DG4111'TO REACH THE STATION FROM THE INTERSECTION OF THE AIRPORT ROAD AND
 DG4111'BROADWAY PROCEED SOUTH FOR 0.8 MILE (1.3 KM) TO THE INTERSECTION,
 DG4111'PROCEED WEST FOR 0.55 MILES (0.89 KM) TO THE STATION.  THE STATION IS
 DG4111'A STANDARD NGS BENCH MARK SET IN THE CENTER OF THE ROAD.  THE MARK IS
 DG4111'20.5 METERS (67.3 FT) NORTHWEST OF A FENCE CORNER, 19.5 METERS (64.0
 DG4111'FT) NORTHEAST OF A THREE FENCE CORNER, 3 METERS (9.8 FT) SOUTH OF THE
 DG4111'ROAD EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4110 ***********************************************************************
 DG4110  DESIGNATION -  JOV
 DG4110  PID         -  DG4110
 DG4110  STATE/COUNTY-  CQ/
 DG4110  USGS QUAD   -  
 DG4110
 DG4110                         *CURRENT SURVEY CONTROL
 DG4110  ___________________________________________________________________
 DG4110* NAD 83(2002)-  15 02 27.09148(N)    214 23 14.65132(W)     ADJUSTED  
 DG4110* NMVD03      -        83.131  (meters)     272.74   (feet)  ADJUSTED  
 DG4110  ___________________________________________________________________
 DG4110  EPOCH DATE  -        2002.00
 DG4110  X           -  -5,084,413.675 (meters)                     COMP
 DG4110  Y           -   3,479,729.025 (meters)                     COMP
 DG4110  Z           -   1,644,502.433 (meters)                     COMP
 DG4110  ELLIP HEIGHT-         137.89  (meters)          (06/14/04) GPS OBS
 DG4110  GEOID HEIGHT-          53.64  (meters)                     EGM96
 DG4110
 DG4110  HORZ ORDER  -  FIRST
 DG4110  VERT ORDER  -  FIRST     CLASS II
 DG4110  ELLP ORDER  -  FOURTH    CLASS II
 DG4110
 DG4110.The horizontal coordinates were established by GPS observations
 DG4110.and adjusted by the National Geodetic Survey in June 2004..
 DG4110.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4110.DATUM ITEM on the data sheet items page.
 DG4110.The horizontal coordinates are valid at the epoch date displayed above.
 DG4110.The epoch date for horizontal control is a decimal equivalence
 DG4110.of Year/Month/Day.
 DG4110
 DG4110.The orthometric height was determined by differential leveling
 DG4110.and adjusted by the National Geodetic Survey in October 2004..
 DG4110.No vertical observational check was made to the station.
 DG4110
 DG4110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4110
 DG4110.The ellipsoidal height was determined by GPS observations
 DG4110.and is referenced to NAD 83.
 DG4110
 DG4110.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4110.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4110
 DG4110;                    North         East     Units Scale Factor Converg.
 DG4110;UTM  55      - 1,663,313.820   350,859.463   MT  0.99987510   -0 21 36.4
 DG4110
 DG4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4110!UTM  55      -   0.99997832  x   0.99987510  =   0.99985342
 DG4110
 DG4110                          SUPERSEDED SURVEY CONTROL
 DG4110
 DG4110.No superseded survey control is available for this station.
 DG4110
 DG4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5085963314(NAD 83)
 DG4110_MARKER: DV = VERTICAL CONTROL DISK
 DG4110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4110_STAMPING: JOV 2003
 DG4110_MARK LOGO: NGS   
 DG4110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4110+STABILITY: SURFACE MOTION
 DG4110
 DG4110  HISTORY     - Date     Condition        Report By
 DG4110  HISTORY     - 2003     MONUMENTED       CNMI
 DG4110
 DG4110                          STATION DESCRIPTION
 DG4110
 DG4110'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4110'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE KAHET AREA ON THE
 DG4110'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4110'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4 MILES
 DG4110'(2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR
 DG4110'1.6 MILES (2.6 KM) TO THE INTERSECTION OF 8TH AVENUE AND THE SEABEE
 DG4110'MONUMENT ON THE NORTHWEST SIDE OF THE INTERSECTION.  PROCEED NORTH ON
 DG4110'8TH AVENUE FOR 0.9 MILES (1.4 KM) TO STATION.  THE STATION IS A
 DG4110'STANDARD NGS BENCH MARK SET IN THE CENTERLINE OF THE ROAD, 48 FEET
 DG4110'(14.6 M) SOUTHWEST OF POWER POLE, 25 FEET (7.6 M) SOUTHEAST OF PINE
 DG4110'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4009 ***********************************************************************
 DG4009  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4009  DESIGNATION -  JP SN BUDBAS
 DG4009  PID         -  DG4009
 DG4009  STATE/COUNTY-  CQ/
 DG4009  USGS QUAD   -  
 DG4009
 DG4009                         *CURRENT SURVEY CONTROL
 DG4009  ___________________________________________________________________
 DG4009* NAD 83(2002)-  14 11 15.00901(N)    214 46 16.22220(W)     ADJUSTED  
 DG4009* NMVD03      -        86.72   (meters)     284.5    (feet)  GPS OBS   
 DG4009  ___________________________________________________________________
 DG4009  EPOCH DATE  -        2002.00
 DG4009  X           -  -5,080,564.588 (meters)                     COMP
 DG4009  Y           -   3,527,294.758 (meters)                     COMP
 DG4009  Z           -   1,553,137.358 (meters)                     COMP
 DG4009  ELLIP HEIGHT-         141.56  (meters)          (06/14/04) GPS OBS
 DG4009  GEOID HEIGHT-          54.13  (meters)                     EGM96
 DG4009
 DG4009  HORZ ORDER  -  A
 DG4009  ELLP ORDER  -  SECOND    CLASS I
 DG4009
 DG4009.The horizontal coordinates were established by GPS observations
 DG4009.and adjusted by the National Geodetic Survey in June 2004..
 DG4009.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4009.DATUM ITEM on the data sheet items page.
 DG4009.The horizontal coordinates are valid at the epoch date displayed above.
 DG4009.The epoch date for horizontal control is a decimal equivalence
 DG4009.of Year/Month/Day.
 DG4009
 DG4009.The orthometric height was determined by GPS observations and a
 DG4009.high-resolution geoid model using precise GPS observation and
 DG4009.processing techniques.
 DG4009
 DG4009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4009
 DG4009.The ellipsoidal height was determined by GPS observations
 DG4009.and is referenced to NAD 83.
 DG4009
 DG4009.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4009.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4009
 DG4009;                    North         East     Units Scale Factor Converg.
 DG4009;UTM  55      - 1,569,187.582   308,858.799   MT  1.00005192   -0 26 03.3
 DG4009
 DG4009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4009!UTM  55      -   0.99997774  x   1.00005192  =   1.00002966
 DG4009
 DG4009                          SUPERSEDED SURVEY CONTROL
 DG4009
 DG4009.No superseded survey control is available for this station.
 DG4009
 DG4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0885969188(NAD 83)
 DG4009_MARKER: DD = SURVEY DISK
 DG4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4009_STAMPING: JP SN BUDBAS 2003
 DG4009_MARK LOGO: CNMI  
 DG4009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4009+STABILITY: SURFACE MOTION
 DG4009
 DG4009  HISTORY     - Date     Condition        Report By
 DG4009  HISTORY     - 2003     MONUMENTED       CNMI
 DG4009  HISTORY     - 20030528 GOOD             CNMI
 DG4009
 DG4009                          STATION DESCRIPTION
 DG4009
 DG4009'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4009'THE STATION IS LOCATED IN AGUSAN AREA ON THE ISLAND OF ROTA IN THE
 DG4009'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4009'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4009'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4009'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4009'VILLAGE OF SONGSONG FOR 3.05 MILES (4.91 KM) TO THE INTERSECTION OF
 DG4009'THE ROTA RESORT.  PROCEED NORTHEAST UP THE HILL TO THE ROTA RESORT FOR
 DG4009'1.6 MILES (2.6 KM) JUST PASS THE TURN OFF TO THE RESORT.  THE STATION
 DG4009'IS A STANDARD NGS BENCH MARK DISK  SET IN A CONCRETE POST FLUSH WITH
 DG4009'GROUND, 23.0 METERS (75.5 FT) NORTHEAST OF THE STOP SIGN, 14.0 METERS
 DG4009'(45.9 FT) NORTH OF A RETAINING WALL, 8.25 METERS (27.07 FT) SOUTH OF
 DG4009'THE CENTERLINE OF THE ROAD PAST THE ROTA RESORT AND 11.1 METERS (36.4
 DG4009'FT) EAST OF THE CENTERLINE OF THE NORTH/SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5093 ***********************************************************************
 AA5093  DESIGNATION -  JUDY YEAGER
 AA5093  PID         -  AA5093
 AA5093  STATE/COUNTY-  CQ/
 AA5093  USGS QUAD   -  
 AA5093
 AA5093                         *CURRENT SURVEY CONTROL
 AA5093  ___________________________________________________________________
 AA5093* NAD 83(1993)-  20 32 46.54119(N)    215 05 51.09503(W)     ADJUSTED  
 AA5093* LOCAL TIDAL -        18.     (meters)      59.     (feet)  GPS OBS   
 AA5093  ___________________________________________________________________
 AA5093  EPOCH DATE  -        1993.62
 AA5093  X           -  -4,888,546.346 (meters)                     COMP
 AA5093  Y           -   3,435,412.628 (meters)                     COMP
 AA5093  Z           -   2,224,448.483 (meters)                     COMP
 AA5093  ELLIP HEIGHT-          65.27  (meters)          (11/30/94) GPS OBS
 AA5093  GEOID HEIGHT-          45.76  (meters)                     EGM96
 AA5093
 AA5093  HORZ ORDER  -  FIRST
 AA5093  ELLP ORDER  -  FIFTH     CLASS II
 AA5093
 AA5093.The horizontal coordinates were established by GPS observations
 AA5093.and adjusted by the National Geodetic Survey in November 1994..
 AA5093.No horizontal observational check was made to the station.
 AA5093.The horizontal coordinates are valid at the epoch date displayed above.
 AA5093.The epoch date for horizontal control is a decimal equivalence
 AA5093.of Year/Month/Day.
 AA5093
 AA5093.The orthometric height was determined by GPS observations and a
 AA5093.high-resolution geoid model.
 AA5093.No vertical observational check was made to the station.
 AA5093
 AA5093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5093
 AA5093.The ellipsoidal height was determined by GPS observations
 AA5093.and is referenced to NAD 83.
 AA5093
 AA5093.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA5093.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA5093
 AA5093;                    North         East     Units Scale Factor Converg.
 AA5093;UTM  55      - 2,273,337.768   281,317.515   MT  1.00019105   -0 44 11.2
 AA5093
 AA5093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5093!UTM  55      -   0.99998974  x   1.00019105  =   1.00018079
 AA5093
 AA5093|---------------------------------------------------------------------|
 AA5093| PID    Reference Object                     Distance      Geod. Az  |
 AA5093|                                                           dddmmss.s |
 AA5093| AA5098 NO 1                                333.631 METERS 33616     |
 AA5093|---------------------------------------------------------------------|
 AA5093
 AA5093                          SUPERSEDED SURVEY CONTROL
 AA5093
 AA5093.No superseded survey control is available for this station.
 AA5093
 AA5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 55QBC8131873338(NAD 83)
 AA5093_MARKER: DD = SURVEY DISK
 AA5093_SETTING: 80 = SET IN A BOULDER
 AA5093_STAMPING: JUDYEAGER 1993
 AA5093_MARK LOGO: NOS   
 AA5093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5093+STABILITY: SURFACE MOTION
 AA5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5093+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5093
 AA5093  HISTORY     - Date     Condition        Report By
 AA5093  HISTORY     - 1993     MONUMENTED       NOS
 AA5093
 AA5093                          STATION DESCRIPTION
 AA5093
 AA5093'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA5093'THE STATION IS LOCATED IN THE COMMONWEALTH OF THE NORTHERN MARIANA
 AA5093'ISLANDS, ON THE EAST SIDE OF FARALLON DE PAJAROS.  THE STATION IS
 AA5093'LOCATED ON THE EAST EDGE OF A BROAD PLATEAU STREWN WITH BOULDERS, IN
 AA5093'THE LARGEST BOULDER, NEAR THE NE EXTENT OF THE PLATEAU. THE ISLAND CAN
 AA5093'ONLY BE REACHED BY BOAT OR HELICOPTER AND PERMISSION TO VISIT THE
 AA5093'ISLAND MUST BE OBTAINED FROM THE COMMONWEALTH OF THE NORTHERN MARIANA
 AA5093'ISLANDS CIVIL DEFENSE(670-322-3598). THE STATION IS A STANDARD NOS
 AA5093'DISK SET IN A DRILL HOLE IN THE TOP CENTER OF THE BOULDER AND STAMPED
 AA5093'-JUDYEAGER 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4115 ***********************************************************************
 DG4115  DESIGNATION -  JULIE P
 DG4115  PID         -  DG4115
 DG4115  STATE/COUNTY-  CQ/
 DG4115  USGS QUAD   -  
 DG4115
 DG4115                         *CURRENT SURVEY CONTROL
 DG4115  ___________________________________________________________________
 DG4115* NAD 83(2002)-  15 05 08.97544(N)    214 21 25.91552(W)     ADJUSTED  
 DG4115* NMVD03      -        29.318  (meters)      96.19   (feet)  ADJUSTED  
 DG4115  ___________________________________________________________________
 DG4115  EPOCH DATE  -        2002.00
 DG4115  X           -  -5,085,136.849 (meters)                     COMP
 DG4115  Y           -   3,476,289.044 (meters)                     COMP
 DG4115  Z           -   1,649,293.185 (meters)                     COMP
 DG4115  ELLIP HEIGHT-          83.96  (meters)          (06/14/04) GPS OBS
 DG4115  GEOID HEIGHT-          53.50  (meters)                     EGM96
 DG4115
 DG4115  HORZ ORDER  -  FIRST
 DG4115  VERT ORDER  -  FIRST     CLASS II
 DG4115  ELLP ORDER  -  FOURTH    CLASS II
 DG4115
 DG4115.The horizontal coordinates were established by GPS observations
 DG4115.and adjusted by the National Geodetic Survey in June 2004..
 DG4115.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4115.DATUM ITEM on the data sheet items page.
 DG4115.The horizontal coordinates are valid at the epoch date displayed above.
 DG4115.The epoch date for horizontal control is a decimal equivalence
 DG4115.of Year/Month/Day.
 DG4115
 DG4115.The orthometric height was determined by differential leveling
 DG4115.and adjusted by the National Geodetic Survey in October 2004..
 DG4115
 DG4115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4115
 DG4115.The ellipsoidal height was determined by GPS observations
 DG4115.and is referenced to NAD 83.
 DG4115
 DG4115.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4115.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4115
 DG4115;                    North         East     Units Scale Factor Converg.
 DG4115;UTM  55      - 1,668,268.509   354,137.486   MT  0.99986314   -0 21 11.9
 DG4115
 DG4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4115!UTM  55      -   0.99998680  x   0.99986314  =   0.99984994
 DG4115
 DG4115                          SUPERSEDED SURVEY CONTROL
 DG4115
 DG4115.No superseded survey control is available for this station.
 DG4115
 DG4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5413768269(NAD 83)
 DG4115_MARKER: DV = VERTICAL CONTROL DISK
 DG4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4115_STAMPING: JULIE P 2003
 DG4115_MARK LOGO: NGS   
 DG4115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4115+STABILITY: SURFACE MOTION
 DG4115
 DG4115  HISTORY     - Date     Condition        Report By
 DG4115  HISTORY     - 2003     MONUMENTED       CNMI
 DG4115
 DG4115                          STATION DESCRIPTION
 DG4115
 DG4115'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4115'THE STATION IS LOCATED IN SABANETAN TAHGAN AREA ON THE ISLAND OF
 DG4115'TINIAN, CNMI WHICH IS ON THE NORTH END OF THE ISLAND.  TO REACH THE
 DG4115'STATION FROM THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY.
 DG4115'PROCEED NORTH ON THE BORADWAY FOR 7.4 MILES (11.9 KM) TO THE MARK AND
 DG4115'ABOUT 3.2 MILES (5.1 KM) PASSED THE BIG LOOP WITH A SHRINE.  THE
 DG4115'STATION IS A STANDARD NGS BENCH MARK SET IN THE CENTER OF THE ROAD BY
 DG4115'THE INTERSECTION OF THE ROAD.  THE MARK IS 2.8 METERS (9.2 FT) EAST OF
 DG4115'THE WEST EDGE OF THE ROAD, 2.8 METERS (9.2 FT) WEST OF THE EAST EDGE
 DG4115'OF THE ROAD AND IN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7018 ***********************************************************************
 DE7018  DESIGNATION -  KANOA
 DE7018  PID         -  DE7018
 DE7018  STATE/COUNTY-  CQ/
 DE7018  USGS QUAD   -  
 DE7018
 DE7018                         *CURRENT SURVEY CONTROL
 DE7018  ___________________________________________________________________
 DE7018* NAD 83(1986)-  15 09 19.     (N)    214 17 54.     (W)     SCALED    
 DE7018* NMVD03      -         2.364  (meters)       7.76   (feet)  ADJUSTED  
 DE7018  ___________________________________________________________________
 DE7018  GEOID HEIGHT-          53.22  (meters)                     EGM96
 DE7018
 DE7018  VERT ORDER  -  FIRST     CLASS II
 DE7018
 DE7018.The horizontal coordinates were scaled from a topographic map and have
 DE7018.an estimated accuracy of +/- 6 seconds.
 DE7018
 DE7018.The orthometric height was determined by differential leveling
 DE7018.and adjusted by the National Geodetic Survey in October 2004..
 DE7018
 DE7018.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7018.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7018
 DE7018                          SUPERSEDED SURVEY CONTROL
 DE7018
 DE7018.No superseded survey control is available for this station.
 DE7018
 DE7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS605759(NAD 83)
 DE7018_MARKER: DB = BENCH MARK DISK
 DE7018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7018_STAMPING: KANOA 1969
 DE7018_MARK LOGO: USGS  
 DE7018_PROJECTION: FLUSH
 DE7018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7018+STABILITY: SURFACE MOTION
 DE7018
 DE7018  HISTORY     - Date     Condition        Report By
 DE7018  HISTORY     - 1969     MONUMENTED       USGS
 DE7018  HISTORY     - 19690202 GOOD             USGS
 DE7018  HISTORY     - 20030208 GOOD             CNMI
 DE7018
 DE7018                          STATION DESCRIPTION
 DE7018
 DE7018'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7018'KOBLER FIELD 3.3 MI N OF ALONG BEACH RD 1.4 MI S INTERSECTION OF SAN
 DE7018'VICENTE RD AND BEACH RD 34 FT W CENTERLINE RD 12 FT NW OF NW CORNER OF
 DE7018'A CULVERT IN 1 X 1 FT CONCRETE POST SET FLUSH WITH GROUND STANDARD
 DE7018'TABLET STAMPED KANOA 1968.
 DE7018'
 DE7018
 DE7018                          STATION RECOVERY (1969)
 DE7018
 DE7018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JNT)
 DE7018'LOCATED 1.4 MI. AIRLINE W. OF TORRES MEMORIAL HOSPITAL, ABOUT 0.5 MI.
 DE7018'NW. OF CHALAN KANOA, ABOUT 0.4 MI. SW. OF SUSUPE, 100 FT. N. OF BEND
 DE7018'IN RD., AND 30 FT. E. OF CENTERLINE OF BEACH RD.  TO REACH FROM THE
 DE7018'ROYAL TAGA HOTEL DRIVE S. ON BEACH RD. FOR 0.35 MI. TO STATION ON
 DE7018'RIGHT.  STATION MARK IS A STANDARD TABLET STAMPED KANOA 1968 SET IN
 DE7018'CEMENT POST POURED IN PLACE AND FLUSH WITH THE GROUND.
 DE7018
 DE7018                          STATION RECOVERY (2003)
 DE7018
 DE7018'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DE7018'THE STATION IS LOCATED IN SUSUPI AREA ON THE ISLAND OF SAIPAN, CNMI.
 DE7018'STATION IS LOCATED 1.4 MILES (2.3 KM) EAST OF THE INTERSECTION OF SAN
 DE7018'VICENTE ROAD AND BEACH ROAD.  THE STATION IS 34.0 FEET (10.4 M) WEST
 DE7018'OF THE CENTERLINE, 12.0 FEET (3.7 M) NORTHWEST OF THE NORTHWEST CORNER
 DE7018'OF THE CULVERT, IN 1 X 1 FOOT (0.3 M) CONCRETE SET FLUSH WITH GROUND.
 DE7018'THE MARK IS A STANDARD TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3940 ***********************************************************************
 DG3940  DESIGNATION -  KING
 DG3940  PID         -  DG3940
 DG3940  STATE/COUNTY-  CQ/
 DG3940  USGS QUAD   -  
 DG3940
 DG3940                         *CURRENT SURVEY CONTROL
 DG3940  ___________________________________________________________________
 DG3940* NAD 83(2002)-  15 13 28.15673(N)    214 13 17.51624(W)     ADJUSTED  
 DG3940* NMVD03      -        72.605  (meters)     238.20   (feet)  ADJUSTED  
 DG3940  ___________________________________________________________________
 DG3940  EPOCH DATE  -        2002.00
 DG3940  X           -  -5,090,071.180 (meters)                     COMP
 DG3940  Y           -   3,462,005.894 (meters)                     COMP
 DG3940  Z           -   1,664,113.914 (meters)                     COMP
 DG3940  ELLIP HEIGHT-         126.69  (meters)          (06/14/04) GPS OBS
 DG3940  GEOID HEIGHT-          52.83  (meters)                     EGM96
 DG3940
 DG3940  HORZ ORDER  -  A
 DG3940  VERT ORDER  -  FIRST     CLASS II
 DG3940  ELLP ORDER  -  SECOND    CLASS I
 DG3940
 DG3940.The horizontal coordinates were established by GPS observations
 DG3940.and adjusted by the National Geodetic Survey in June 2004..
 DG3940.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3940.DATUM ITEM on the data sheet items page.
 DG3940.The horizontal coordinates are valid at the epoch date displayed above.
 DG3940.The epoch date for horizontal control is a decimal equivalence
 DG3940.of Year/Month/Day.
 DG3940
 DG3940.The orthometric height was determined by differential leveling
 DG3940.and adjusted by the National Geodetic Survey in October 2004..
 DG3940.No vertical observational check was made to the station.
 DG3940
 DG3940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3940
 DG3940.The ellipsoidal height was determined by GPS observations
 DG3940.and is referenced to NAD 83.
 DG3940
 DG3940.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3940.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3940
 DG3940;                    North         East     Units Scale Factor Converg.
 DG3940;UTM  55      - 1,683,522.899   368,805.540   MT  0.99981287   -0 19 15.0
 DG3940
 DG3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3940!UTM  55      -   0.99998008  x   0.99981287  =   0.99979295
 DG3940
 DG3940                          SUPERSEDED SURVEY CONTROL
 DG3940
 DG3940.No superseded survey control is available for this station.
 DG3940
 DG3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6880683523(NAD 83)
 DG3940_MARKER: DV = VERTICAL CONTROL DISK
 DG3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3940_STAMPING: KING 2003
 DG3940_MARK LOGO: NGS   
 DG3940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3940+STABILITY: SURFACE MOTION
 DG3940
 DG3940  HISTORY     - Date     Condition        Report By
 DG3940  HISTORY     - 2003     MONUMENTED       CNMI
 DG3940
 DG3940                          STATION DESCRIPTION
 DG3940
 DG3940'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3940'THE STATION IS LOCATED IN TALUFOFO AREA.  TO REACH THE STATION FROM
 DG3940'THE INTERSECTION OF CROSS ISLAND ROAD AND TALUFOFO ROAD PROCEED EAST
 DG3940'ON TALUFOFO ROAD FOR 2.5 MILES (4.0 KM) AT THE ENTRANCE TO THE
 DG3940'KINGFISHER GOLD COURSE.  THE STATION IS A STANDARD NGS BENCH MARK DISK
 DG3940'SET IN CONCRETE FLUSH WITH THE GROUND BY THE CURB OF THE FLOWER BED BY
 DG3940'THE GUARD HOUSE, 32.39 METERS (106.27 FT) NORTHEAST FROM THE POWER
 DG3940'POLE, 20.27 METERS (66.50 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 DG3940'ROAD, 29.07 METERS (95.37 FT) SOUTHEAST FROM THE TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3944 ***********************************************************************
 DG3944  DESIGNATION -  KRD 1
 DG3944  PID         -  DG3944
 DG3944  STATE/COUNTY-  CQ/
 DG3944  USGS QUAD   -  
 DG3944
 DG3944                         *CURRENT SURVEY CONTROL
 DG3944  ___________________________________________________________________
 DG3944* NAD 83(1986)-  15 11 03.     (N)    214 14 30.     (W)     SCALED    
 DG3944* NMVD03      -       158.182  (meters)     518.97   (feet)  ADJUSTED  
 DG3944  ___________________________________________________________________
 DG3944  GEOID HEIGHT-          52.87  (meters)                     EGM96
 DG3944
 DG3944  VERT ORDER  -  FIRST     CLASS II
 DG3944
 DG3944.The horizontal coordinates were scaled from a topographic map and have
 DG3944.an estimated accuracy of +/- 6 seconds.
 DG3944
 DG3944.The orthometric height was determined by differential leveling
 DG3944.and adjusted by the National Geodetic Survey in October 2004..
 DG3944
 DG3944.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3944.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3944
 DG3944                          SUPERSEDED SURVEY CONTROL
 DG3944
 DG3944.No superseded survey control is available for this station.
 DG3944
 DG3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS666790(NAD 83)
 DG3944_MARKER: DV = VERTICAL CONTROL DISK
 DG3944_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3944_SP_SET: LION MONUMENT BASE
 DG3944_STAMPING: KRD 1 2003
 DG3944_MARK LOGO: NGS   
 DG3944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3944
 DG3944  HISTORY     - Date     Condition        Report By
 DG3944  HISTORY     - 2003     MONUMENTED       CNMI
 DG3944
 DG3944                          STATION DESCRIPTION
 DG3944
 DG3944'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3944'THE STATION IS LOCATED IN KAGMAN VILLAGE.  TO REACH THE STATION FROM
 DG3944'THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND CAPITAL HILL/CROSS
 DG3944'ISLAND ROAD PROCEED EAST 4.1 MILES (6.6 KM) ON CROSS ISLAND ROAD TO
 DG3944'THE MARK AT THE INTERSECTION OF CROSS ISLAND ROAD AND KAGMAN ROAD. THE
 DG3944'MARK IS LOCATED ON THE BASE OF THE LION MONUMENT ON THE RIGHT SIDE OF
 DG3944'WEST SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS BENCH MARK DISK
 DG3944'SET ON TOP OF THE BASE OF THE LION MONUMENT 15 INCHES ABOVE THE
 DG3944'GROUND, 3.85 METERS (12.63 FT) SOUTHWEST FROM THE (YOU DRINK AND DRIVE
 DG3944'YOU LOSE) SIGN, 9.70 METERS (31.82 FT) NORTHWEST FROM THE CENTERLINE
 DG3944'OF THE ROAD, 8.40 METERS (27.56 FT) NORTHEAST OF THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3981 ***********************************************************************
 DG3981  DESIGNATION -  KRD 1A
 DG3981  PID         -  DG3981
 DG3981  STATE/COUNTY-  CQ/
 DG3981  USGS QUAD   -  
 DG3981
 DG3981                         *CURRENT SURVEY CONTROL
 DG3981  ___________________________________________________________________
 DG3981* NAD 83(1986)-  15 10 51.     (N)    214 14 14.     (W)     SCALED    
 DG3981* NMVD03      -       111.165  (meters)     364.71   (feet)  ADJUSTED  
 DG3981  ___________________________________________________________________
 DG3981  GEOID HEIGHT-          52.82  (meters)                     EGM96
 DG3981
 DG3981  VERT ORDER  -  FIRST     CLASS II
 DG3981
 DG3981.The horizontal coordinates were scaled from a topographic map and have
 DG3981.an estimated accuracy of +/- 6 seconds.
 DG3981
 DG3981.The orthometric height was determined by differential leveling
 DG3981.and adjusted by the National Geodetic Survey in October 2004..
 DG3981.No vertical observational check was made to the station.
 DG3981
 DG3981.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3981.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3981
 DG3981                          SUPERSEDED SURVEY CONTROL
 DG3981
 DG3981.No superseded survey control is available for this station.
 DG3981
 DG3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS670787(NAD 83)
 DG3981_MARKER: DV = VERTICAL CONTROL DISK
 DG3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3981_STAMPING: KRD 1A 2003
 DG3981_MARK LOGO: NGS   
 DG3981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3981+STABILITY: SURFACE MOTION
 DG3981
 DG3981  HISTORY     - Date     Condition        Report By
 DG3981  HISTORY     - 2003     MONUMENTED       CNMI
 DG3981
 DG3981                          STATION DESCRIPTION
 DG3981
 DG3981'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3981'THE STATION IS LOCATED IN KAGMAN VILLAGE. TO REACH THE STATION FROM
 DG3981'THE INTERSECTION OF CROSS ISLAND ROAD AND KAGMAN ROAD PROCEED SOUTH
 DG3981'ALONG KAGMAN ROAD FOR 0.2 MI TO THE MARK LOCATED IN THE CULVERT
 DG3981'HEADWALL ON THE RIGHT (WEST) SIDE OF ROAD. THE STATION IS A STANDARD
 DG3981'NGS BENCH MARK IN TOP OF THE CULVERT HEADWALL ABOUT 10 INCHES ABOVE
 DG3981'GROUND, 7.0 METERS (22.9 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 DG3981'AND 15.6 M (51.181 FT) SOUTHWEST OF A POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3945 ***********************************************************************
 DG3945  DESIGNATION -  KRD 2
 DG3945  PID         -  DG3945
 DG3945  STATE/COUNTY-  CQ/
 DG3945  USGS QUAD   -  
 DG3945
 DG3945                         *CURRENT SURVEY CONTROL
 DG3945  ___________________________________________________________________
 DG3945* NAD 83(1986)-  15 10 39.     (N)    214 14 08.     (W)     SCALED    
 DG3945* NMVD03      -        76.593  (meters)     251.29   (feet)  ADJUSTED  
 DG3945  ___________________________________________________________________
 DG3945  GEOID HEIGHT-          52.80  (meters)                     EGM96
 DG3945
 DG3945  VERT ORDER  -  FIRST     CLASS II
 DG3945
 DG3945.The horizontal coordinates were scaled from a topographic map and have
 DG3945.an estimated accuracy of +/- 6 seconds.
 DG3945
 DG3945.The orthometric height was determined by differential leveling
 DG3945.and adjusted by the National Geodetic Survey in October 2004..
 DG3945.No vertical observational check was made to the station.
 DG3945
 DG3945.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3945.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3945
 DG3945                          SUPERSEDED SURVEY CONTROL
 DG3945
 DG3945.No superseded survey control is available for this station.
 DG3945
 DG3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS672783(NAD 83)
 DG3945_MARKER: DV = VERTICAL CONTROL DISK
 DG3945_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3945_SP_SET: CULVERT HEADWALL
 DG3945_STAMPING: KRD 2 2003
 DG3945_MARK LOGO: NGS   
 DG3945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3945+STABILITY: SURFACE MOTION
 DG3945
 DG3945  HISTORY     - Date     Condition        Report By
 DG3945  HISTORY     - 2003     MONUMENTED       CNMI
 DG3945
 DG3945                          STATION DESCRIPTION
 DG3945
 DG3945'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3945'THE STATION IS LOCATED IN KAGMAN VILLAGE.  TO REACH THE STATION FROM
 DG3945'THE INTERSECTION OF CROSSW ISLAND ROAD AND KAGMAN ROAD PROCEED SOUTH
 DG3945'ON KAGMAN ROAD FOR 0.6 MILES.  (1.0 KM) THE MARK IS LOCATED ON THE
 DG3945'HEADWALL OF CULVERT ON THE RIGHT SIDE OR WEST SIDE OF THE ROAD.  THE
 DG3945'STATION IS A STANDARD NGS BENCH MARK DISK SET ON TOP OF THE TOP OF THE
 DG3945'HEADWALL OR CULVERT ABOUT 10 INCHES ABOVE THE GROUND, 7.00 METERS
 DG3945'(22.97 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD, 15.6 METERS
 DG3945'(51.2 FT) SOUTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3946 ***********************************************************************
 DG3946  DESIGNATION -  KRD 3
 DG3946  PID         -  DG3946
 DG3946  STATE/COUNTY-  CQ/
 DG3946  USGS QUAD   -  
 DG3946
 DG3946                         *CURRENT SURVEY CONTROL
 DG3946  ___________________________________________________________________
 DG3946* NAD 83(1986)-  15 10 11.     (N)    214 13 48.     (W)     SCALED    
 DG3946* NMVD03      -        69.171  (meters)     226.94   (feet)  ADJUSTED  
 DG3946  ___________________________________________________________________
 DG3946  GEOID HEIGHT-          52.73  (meters)                     EGM96
 DG3946
 DG3946  VERT ORDER  -  FIRST     CLASS II
 DG3946
 DG3946.The horizontal coordinates were scaled from a topographic map and have
 DG3946.an estimated accuracy of +/- 6 seconds.
 DG3946
 DG3946.The orthometric height was determined by differential leveling
 DG3946.and adjusted by the National Geodetic Survey in October 2004..
 DG3946.No vertical observational check was made to the station.
 DG3946
 DG3946.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3946.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3946
 DG3946                          SUPERSEDED SURVEY CONTROL
 DG3946
 DG3946.No superseded survey control is available for this station.
 DG3946
 DG3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS678774(NAD 83)
 DG3946_MARKER: DV = VERTICAL CONTROL DISK
 DG3946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3946_STAMPING: KRD 3 2003
 DG3946_MARK LOGO: NGS   
 DG3946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3946+STABILITY: SURFACE MOTION
 DG3946
 DG3946  HISTORY     - Date     Condition        Report By
 DG3946  HISTORY     - 2003     MONUMENTED       CNMI
 DG3946
 DG3946                          STATION DESCRIPTION
 DG3946
 DG3946'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3946'THE STATION IS LOCATED IN KAGMAN VILLAGE.  TO REACH THE STATION FROM
 DG3946'THE INTERSECTION OF CROSS ISLAND ROAD AND KAGMAN ROAD PROCEED SOUTH ON
 DG3946'KAGMAN ROAD FOR 1.2 MILES.  (1.9 KM) THE MARK IS LOCATED ON A CONCRETE
 DG3946'POST ON THE RIGHT SIDE OR WEST SIDE OF THE ROAD BY THE COMMONWEALTH
 DG3946'UTILITY CORPORATION (CUC) POWER STATION.  THE STATION IS A STANDARD
 DG3946'NGS BENCH MARK DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND, 1.12
 DG3946'METERS (3.67 FT) NORTHEAST OF THE CORNER OF THE COMMONWEALTH UTILITY
 DG3946'CORPORATION (CUC) FENCE, 9.00 METERS (29.53 FT) NORTHWEST FROM THE
 DG3946'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3947 ***********************************************************************
 DG3947  DESIGNATION -  KRD 4
 DG3947  PID         -  DG3947
 DG3947  STATE/COUNTY-  CQ/
 DG3947  USGS QUAD   -  
 DG3947
 DG3947                         *CURRENT SURVEY CONTROL
 DG3947  ___________________________________________________________________
 DG3947* NAD 83(1986)-  15 10 02.     (N)    214 13 24.     (W)     SCALED    
 DG3947* NMVD03      -        69.638  (meters)     228.47   (feet)  ADJUSTED  
 DG3947  ___________________________________________________________________
 DG3947  GEOID HEIGHT-          52.67  (meters)                     EGM96
 DG3947
 DG3947  VERT ORDER  -  FIRST     CLASS II
 DG3947
 DG3947.The horizontal coordinates were scaled from a topographic map and have
 DG3947.an estimated accuracy of +/- 6 seconds.
 DG3947
 DG3947.The orthometric height was determined by differential leveling
 DG3947.and adjusted by the National Geodetic Survey in October 2004..
 DG3947.No vertical observational check was made to the station.
 DG3947
 DG3947.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3947.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3947
 DG3947                          SUPERSEDED SURVEY CONTROL
 DG3947
 DG3947.No superseded survey control is available for this station.
 DG3947
 DG3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS685771(NAD 83)
 DG3947_MARKER: DV = VERTICAL CONTROL DISK
 DG3947_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3947_SP_SET: CURB
 DG3947_STAMPING: KRD 4 2003
 DG3947_MARK LOGO: NGS   
 DG3947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3947
 DG3947  HISTORY     - Date     Condition        Report By
 DG3947  HISTORY     - 2003     MONUMENTED       CNMI
 DG3947
 DG3947                          STATION DESCRIPTION
 DG3947
 DG3947'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3947'THE STATION IS LOCATED IN KAGMAN VILLAGE.  TO REACH THE STATION FROM
 DG3947'THE INTERSECTION OF CROSS ISLAND ROAD AND KAGMAN ROAD PROCEED SOUTH ON
 DG3947'KAGMAN ROAD FOR 1.8 MILES.  (2.9 KM) THE MARK IS LOCATED AT THE
 DG3947'ENTRANCE TO THE LAULAU GOLD COURSE.  THE STATION IS A STANDARD NGS
 DG3947'BENCH MARK DISK SET IN THE CURB ABOUT 5 INCHES ABOVE THE GROUND, 18.25
 DG3947'METERS (59.88 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8.30 METERS
 DG3947'(27.23 FT) NORTHEAST OF ENTRANCE TO A DRIVEWAY, 8.65 METERS (28.38 FT)
 DG3947'SOUTHWEST OF THE EXIT DRIVEWAY, 11.00 METERS (36.09 FT) SOUTHWEST OF
 DG3947'THE LAULAU BAY GOLD COURSE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3948 ***********************************************************************
 DG3948  DESIGNATION -  KRD 5
 DG3948  PID         -  DG3948
 DG3948  STATE/COUNTY-  CQ/
 DG3948  USGS QUAD   -  
 DG3948
 DG3948                         *CURRENT SURVEY CONTROL
 DG3948  ___________________________________________________________________
 DG3948* NAD 83(1986)-  15 10 05.     (N)    214 12 59.     (W)     SCALED    
 DG3948* NMVD03      -        49.958  (meters)     163.90   (feet)  ADJUSTED  
 DG3948  ___________________________________________________________________
 DG3948  GEOID HEIGHT-          52.62  (meters)                     EGM96
 DG3948
 DG3948  VERT ORDER  -  FIRST     CLASS II
 DG3948
 DG3948.The horizontal coordinates were scaled from a topographic map and have
 DG3948.an estimated accuracy of +/- 6 seconds.
 DG3948
 DG3948.The orthometric height was determined by differential leveling
 DG3948.and adjusted by the National Geodetic Survey in October 2004..
 DG3948.No vertical observational check was made to the station.
 DG3948
 DG3948.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3948.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3948
 DG3948                          SUPERSEDED SURVEY CONTROL
 DG3948
 DG3948.No superseded survey control is available for this station.
 DG3948
 DG3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS693772(NAD 83)
 DG3948_MARKER: DV = VERTICAL CONTROL DISK
 DG3948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3948_SP_SET: CULVERT HEADWALL
 DG3948_STAMPING: KRD 5 2003
 DG3948_MARK LOGO: NGS   
 DG3948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3948+STABILITY: SURFACE MOTION
 DG3948
 DG3948  HISTORY     - Date     Condition        Report By
 DG3948  HISTORY     - 2003     MONUMENTED       CNMI
 DG3948
 DG3948                          STATION DESCRIPTION
 DG3948
 DG3948'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3948'THE STATION IS LOCATED IN KAGMAN VILLAGE.  TO REACH THE STATION FROM
 DG3948'THE INTERSECTION OF KAGMAN ROAD AND FORBIDDEN ISLAND ROAD AT KAGMAN
 DG3948'HIGH SCHOOL.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN THE
 DG3948'TOP OF THE CULVERT OR HEADWALL 3 FEET (0.9 M) ABOVE THE GROUND, 12.20
 DG3948'METERS (40.03 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 3.50
 DG3948'METERS (11.48 FT) SOUTHEAST FROM THE STOP SIGN, 5.80 METERS (19.03 FT)
 DG3948'SOUTHEAST FROM THE TELEPHONE POLE, 4.13 METERS (13.55 FT) NORTHWEST
 DG3948'FROM THE SCHOOL GATE, 5.90 METERS (19.36 FT) FROM THE WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3949 ***********************************************************************
 DG3949  DESIGNATION -  KRD 6
 DG3949  PID         -  DG3949
 DG3949  STATE/COUNTY-  CQ/
 DG3949  USGS QUAD   -  
 DG3949
 DG3949                         *CURRENT SURVEY CONTROL
 DG3949  ___________________________________________________________________
 DG3949* NAD 83(2002)-  15 09 39.34731(N)    214 13 02.78583(W)     ADJUSTED  
 DG3949* NMVD03      -        78.487  (meters)     257.50   (feet)  ADJUSTED  
 DG3949  ___________________________________________________________________
 DG3949  EPOCH DATE  -        2002.00
 DG3949  X           -  -5,091,846.956 (meters)                     COMP
 DG3949  Y           -   3,462,681.859 (meters)                     COMP
 DG3949  Z           -   1,657,328.296 (meters)                     COMP
 DG3949  ELLIP HEIGHT-         132.31  (meters)          (06/14/04) GPS OBS
 DG3949  GEOID HEIGHT-          52.60  (meters)                     EGM96
 DG3949
 DG3949  HORZ ORDER  -  A
 DG3949  VERT ORDER  -  FIRST     CLASS II
 DG3949  ELLP ORDER  -  SECOND    CLASS I
 DG3949
 DG3949.The horizontal coordinates were established by GPS observations
 DG3949.and adjusted by the National Geodetic Survey in June 2004..
 DG3949.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3949.DATUM ITEM on the data sheet items page.
 DG3949.The horizontal coordinates are valid at the epoch date displayed above.
 DG3949.The epoch date for horizontal control is a decimal equivalence
 DG3949.of Year/Month/Day.
 DG3949
 DG3949.The orthometric height was determined by differential leveling
 DG3949.and adjusted by the National Geodetic Survey in October 2004..
 DG3949.No vertical observational check was made to the station.
 DG3949
 DG3949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3949
 DG3949.The ellipsoidal height was determined by GPS observations
 DG3949.and is referenced to NAD 83.
 DG3949
 DG3949.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3949.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3949
 DG3949;                    North         East     Units Scale Factor Converg.
 DG3949;UTM  55      - 1,676,489.128   369,205.901   MT  0.99981158   -0 19 06.4
 DG3949
 DG3949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3949!UTM  55      -   0.99997920  x   0.99981158  =   0.99979078
 DG3949
 DG3949                          SUPERSEDED SURVEY CONTROL
 DG3949
 DG3949.No superseded survey control is available for this station.
 DG3949
 DG3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6920676489(NAD 83)
 DG3949_MARKER: DV = VERTICAL CONTROL DISK
 DG3949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3949_STAMPING: KRD 6 2003
 DG3949_MARK LOGO: NGS   
 DG3949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3949+STABILITY: SURFACE MOTION
 DG3949
 DG3949  HISTORY     - Date     Condition        Report By
 DG3949  HISTORY     - 2003     MONUMENTED       CNMI
 DG3949
 DG3949                          STATION DESCRIPTION
 DG3949
 DG3949'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3949'THE STATION IS LOCATED IN KAGMAN VILLAGE.  TO REACH THE STATION FROM
 DG3949'THE INTERSECTION OF KAGMAN ROAD AND FORBIDDEN ISLAND ROAD ON FORBIDDEN
 DG3949'ROAD FOR 0.5 MILES (0.8 KM) TO THE END OF THE PAVED ROAD ON THE RIGHT.
 DG3949'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN A CONCRETE POST
 DG3949'FLUSH WITH THE GROUND, 25.00 METERS (82.02 FT) FROM THE END OF THE
 DG3949'PAVEMENT, 5.15 METERS (16.90 FT) NORTHWEST OF THE CENTERLINE OF THE
 DG3949'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4405 ***********************************************************************
 AA4405  DESIGNATION -  LALO
 AA4405  PID         -  AA4405
 AA4405  STATE/COUNTY-  CQ/
 AA4405  USGS QUAD   -  
 AA4405
 AA4405                         *CURRENT SURVEY CONTROL
 AA4405  ___________________________________________________________________
 AA4405* NAD 83(1993)-  14 56 10.55596(N)    214 21 43.99218(W)     ADJUSTED  
 AA4405* LOCAL TIDAL -       154.     (meters)     505.     (feet)  GPS OBS   
 AA4405  ___________________________________________________________________
 AA4405  EPOCH DATE  -        1993.62
 AA4405  X           -  -5,088,470.325 (meters)                     COMP
 AA4405  Y           -   3,479,222.254 (meters)                     COMP
 AA4405  Z           -   1,633,341.229 (meters)                     COMP
 AA4405  ELLIP HEIGHT-         209.21  (meters)          (11/30/94) GPS OBS
 AA4405  GEOID HEIGHT-          53.25  (meters)                     EGM96
 AA4405
 AA4405  HORZ ORDER  -  FIRST
 AA4405  ELLP ORDER  -  FIFTH     CLASS I
 AA4405
 AA4405.The horizontal coordinates were established by GPS observations
 AA4405.and adjusted by the National Geodetic Survey in November 1994..
 AA4405.No horizontal observational check was made to the station.
 AA4405.The horizontal coordinates are valid at the epoch date displayed above.
 AA4405.The epoch date for horizontal control is a decimal equivalence
 AA4405.of Year/Month/Day.
 AA4405
 AA4405.The orthometric height was determined by GPS observations and a
 AA4405.high-resolution geoid model.
 AA4405.No vertical observational check was made to the station.
 AA4405
 AA4405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4405
 AA4405.The ellipsoidal height was determined by GPS observations
 AA4405.and is referenced to NAD 83.
 AA4405
 AA4405.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4405.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4405
 AA4405;                    North         East     Units Scale Factor Converg.
 AA4405;UTM  55      - 1,651,725.645   353,495.833   MT  0.99986546   -0 21 04.2
 AA4405
 AA4405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4405!UTM  55      -   0.99996710  x   0.99986546  =   0.99983257
 AA4405
 AA4405                          SUPERSEDED SURVEY CONTROL
 AA4405
 AA4405              -  14 56 05.77500(N)    214 21 52.80200(W) AD(       ) 2
 AA4405
 AA4405.Superseded values are not recommended for survey control.
 AA4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4405.See file dsdata.txt to determine how the superseded data were derived.
 AA4405
 AA4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5349651726(NAD 83)
 AA4405_MARKER: DD = SURVEY DISK
 AA4405_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4405+WITH SETTING: PAVEMENT
 AA4405_SP_SET: CONCRETE PAD
 AA4405_STAMPING: USN
 AA4405_MARK LOGO: USN   
 AA4405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4405+STABILITY: SURFACE MOTION
 AA4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4405+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1993
 AA4405
 AA4405  HISTORY     - Date     Condition        Report By
 AA4405  HISTORY     - 1964     MONUMENTED       USN
 AA4405  HISTORY     - 1969     GOOD             USGS
 AA4405  HISTORY     - 19930827 GOOD             NOS
 AA4405
 AA4405                          STATION DESCRIPTION
 AA4405
 AA4405'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AA4405'LOCATED ABOUT 3.0 MI (AIRLINE) SW OF SISONYAN MAGPO. ABOUT 2.4 MI SE
 AA4405'OF TINIAN HARBOR. ON THE W EDGE OF THE CAROLINAS.
 AA4405' 
 AA4405'TO REACH FROM THE DISTRICT ADMINISTRATIVE OFFICE IN TINIAN, DRIVE E ON
 AA4405'PAVED ROAD FOR 0.4 MILES TO A CROSSROAD. TURN RIGHT AND FOLLOW MAIN
 AA4405'TRAVELED ROAD TO THE CAROLINAS FOR 2.2 MILES TO A Y. TAKE RIGHT FORK
 AA4405'AND FOLLOW ROAD FOR 0.3 MILES TO A CORRAL AND GATE. PASS THROUGH GATE
 AA4405'AND TRAVEL SW ABOUT 450 FT ALONG THE TOP OF THE HILL LINE TO THE
 AA4405'STATION.
 AA4405' 
 AA4405'STATION MARK IS A US NAVY BRASS TABLET STAMPED USN SET IN A 2 IN
 AA4405'SQUARE HOLE IN A CONCRETE PAD.
 AA4405
 AA4405                          STATION RECOVERY (1993)
 AA4405
 AA4405'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4405'THE STATION IS ON THE ISLAND OF TINIAN, COMMONWEALTH OF THE NORTHERN
 AA4405'MARIANA ISLANDS.  THE STATION IS 3 MI (4.8 KM) SOUTHWEST OF SISONYAN
 AA4405'MAGPO, AND ABOUT 2.4 MI (3.9 KM) SOUTHEAST OF TINIAN HARBOR ON THE
 AA4405'WEST EDGE OF THE CAROLINAS. TO REACH THE STATION FROM DISTRICT
 AA4405'ADMINISTRATIVE OFFICE IN TINIAN, DRIVE EAST ON PAVED ROAD FOR .4 MI
 AA4405'(0.6 KM) TO A CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD TO THE
 AA4405'CAROLINAS FOR 2.2 MI (3.5 KM) TO A FORK.  TAKE RIGHT FORK AND FOLLOW
 AA4405'ROAD FOR .3 MI (0.5 KM) TO A CORRAL AND GATE.  PASS THROUGH GATE AND
 AA4405'TRAVEL SOUTHWEST ABOUT 450 FT (137.2 M) ALONG THE TOP OF THE HILL AND
 AA4405'THE STATION. THE STATION IS A U. S. NAVY BRASS DISK STAMPED -USN- SET
 AA4405'IN A 2 INCH SQUARE HOLE IN A CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7956 ***********************************************************************
 DE7956  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7956  DESIGNATION -  LASSO
 DE7956  PID         -  DE7956
 DE7956  STATE/COUNTY-  CQ/
 DE7956  USGS QUAD   -  
 DE7956
 DE7956                         *CURRENT SURVEY CONTROL
 DE7956  ___________________________________________________________________
 DE7956* NAD 83(2002)-  15 02 29.73780(N)    214 22 11.85178(W)     ADJUSTED  
 DE7956* NMVD03      -       165.97   (meters)     544.5    (feet)  GPS OBS   
 DE7956  ___________________________________________________________________
 DE7956  EPOCH DATE  -        2002.00
 DE7956  X           -  -5,085,521.340 (meters)                     COMP
 DE7956  Y           -   3,478,214.002 (meters)                     COMP
 DE7956  Z           -   1,644,602.434 (meters)                     COMP
 DE7956  ELLIP HEIGHT-         220.54  (meters)          (06/14/04) GPS OBS
 DE7956  GEOID HEIGHT-          53.52  (meters)                     EGM96
 DE7956
 DE7956  HORZ ORDER  -  FIRST
 DE7956  ELLP ORDER  -  FOURTH    CLASS II
 DE7956
 DE7956.The horizontal coordinates were established by GPS observations
 DE7956.and adjusted by the National Geodetic Survey in June 2004..
 DE7956.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE7956.DATUM ITEM on the data sheet items page.
 DE7956.The horizontal coordinates are valid at the epoch date displayed above.
 DE7956.The epoch date for horizontal control is a decimal equivalence
 DE7956.of Year/Month/Day.
 DE7956
 DE7956.The orthometric height was determined by GPS observations and a
 DE7956.high-resolution geoid model using precise GPS observation and
 DE7956.processing techniques.
 DE7956
 DE7956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7956
 DE7956.The ellipsoidal height was determined by GPS observations
 DE7956.and is referenced to NAD 83.
 DE7956
 DE7956.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7956.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7956
 DE7956;                    North         East     Units Scale Factor Converg.
 DE7956;UTM  55      - 1,663,383.431   352,735.478   MT  0.99986822   -0 21 20.1
 DE7956
 DE7956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7956!UTM  55      -   0.99996532  x   0.99986822  =   0.99983355
 DE7956
 DE7956                          SUPERSEDED SURVEY CONTROL
 DE7956
 DE7956              -  15 02 24.98400(N)    214 22 20.64499(W) AD(       ) 2
 DE7956
 DE7956.Superseded values are not recommended for survey control.
 DE7956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7956.See file dsdata.txt to determine how the superseded data were derived.
 DE7956
 DE7956_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5273563383(NAD 83)
 DE7956_MARKER: DD = SURVEY DISK
 DE7956_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7956_STAMPING: LASSO 1944
 DE7956_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DE7956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7956
 DE7956  HISTORY     - Date     Condition        Report By
 DE7956  HISTORY     - 1969     MONUMENTED       USN
 DE7956
 DE7956                          STATION DESCRIPTION
 DE7956
 DE7956'DESCRIBED BY US NAVY 1969 (TAM)
 DE7956'LOCATED ABOUT 4.8 MI. N. OF SAN JOSE VILLAGE, 2.9 MI. S. OF THE ATOMIC
 DE7956'BOMB PITS, ON THE TOP LARDERAN MANGPANG CLIFFS.  TO REACH FROM THE
 DE7956'DISTRICT ADMINISTRATION OFFICE, DRIVE W. PAST THE N. SIDE OF THE
 DE7956'CHURCH, 0.15 MI. TO A RD. INTERSECTION, TURN RIGHT, 0.15 MI. TO A RD.
 DE7956'INTERSECTION, 1.5 MI. TO A RD. INTERSECTION, TURN RIGHT, 0.8 MI. AND
 DE7956'END OF TRUCK TRAVEL, PACK E. ALONG OLD RD. BED UNTIL THE OLD RD. TURNS
 DE7956'RIGHT, THENCE WALK ACROSS COUNTY SE. TO AN OLD JAPANESE SHRINE.  THE
 DE7956'STATION IS JUST N. OF THE SHRINE ON THE EDGE OF A CLIFF, ON THE TOP OF
 DE7956'A 12 X 12 FT. ROCK AND CONCRETE FOUNDATION.  A 15 MINUTE PACK TO
 DE7956'STATION.  STATION MARK IS A USN BRONZE DISK SET FLUSH IN CONCRETE
 DE7956'LISTED AS LASSO 1944.
 DE7956' 
 DE7956'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4108 ***********************************************************************
 DG4108  DESIGNATION -  LOOP
 DG4108  PID         -  DG4108
 DG4108  STATE/COUNTY-  CQ/
 DG4108  USGS QUAD   -  
 DG4108
 DG4108                         *CURRENT SURVEY CONTROL
 DG4108  ___________________________________________________________________
 DG4108* NAD 83(2002)-  15 03 18.78552(N)    214 21 37.83432(W)     ADJUSTED  
 DG4108* NMVD03      -        72.492  (meters)     237.83   (feet)  ADJUSTED  
 DG4108  ___________________________________________________________________
 DG4108  EPOCH DATE  -        2002.00
 DG4108  X           -  -5,085,697.321 (meters)                     COMP
 DG4108  Y           -   3,477,103.417 (meters)                     COMP
 DG4108  Z           -   1,646,034.048 (meters)                     COMP
 DG4108  ELLIP HEIGHT-         127.13  (meters)          (06/14/04) GPS OBS
 DG4108  GEOID HEIGHT-          53.47  (meters)                     EGM96
 DG4108
 DG4108  HORZ ORDER  -  A
 DG4108  VERT ORDER  -  FIRST     CLASS II
 DG4108  ELLP ORDER  -  SECOND    CLASS I
 DG4108
 DG4108.The horizontal coordinates were established by GPS observations
 DG4108.and adjusted by the National Geodetic Survey in June 2004..
 DG4108.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4108.DATUM ITEM on the data sheet items page.
 DG4108.The horizontal coordinates are valid at the epoch date displayed above.
 DG4108.The epoch date for horizontal control is a decimal equivalence
 DG4108.of Year/Month/Day.
 DG4108
 DG4108.The orthometric height was determined by differential leveling
 DG4108.and adjusted by the National Geodetic Survey in October 2004..
 DG4108
 DG4108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4108
 DG4108.The ellipsoidal height was determined by GPS observations
 DG4108.and is referenced to NAD 83.
 DG4108
 DG4108.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4108.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4108
 DG4108;                    North         East     Units Scale Factor Converg.
 DG4108;UTM  55      - 1,664,884.439   353,760.697   MT  0.99986450   -0 21 12.4
 DG4108
 DG4108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4108!UTM  55      -   0.99998001  x   0.99986450  =   0.99984451
 DG4108
 DG4108                          SUPERSEDED SURVEY CONTROL
 DG4108
 DG4108.No superseded survey control is available for this station.
 DG4108
 DG4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5376164884(NAD 83)
 DG4108_MARKER: DV = VERTICAL CONTROL DISK
 DG4108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4108_SP_SET: ROCK WALL
 DG4108_STAMPING: LOOP 2003
 DG4108_MARK LOGO: NGS   
 DG4108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4108
 DG4108  HISTORY     - Date     Condition        Report By
 DG4108  HISTORY     - 2003     MONUMENTED       CNMI
 DG4108
 DG4108                          STATION DESCRIPTION
 DG4108
 DG4108'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4108'THE STATION IS LOCATED IN SABANETAN MANGPANG AREA ON THE ISLAND OF
 DG4108'TINIAN, CNMI WHICH IS NORTH OF THE AIRPORT.  TO REACH THE STATION FROM
 DG4108'THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY. PROCEED
 DG4108'NORTH ON THE BROADWAY FOR 4.2 MILES (6.8 KM) TO THE LOOP IN THE ROAD
 DG4108'WITH A SHRINE JUST PAST THE WATER TANK TO THE EAST.  THE STATION IS A
 DG4108'STANDARD NGS BENCH MARK SET IN THE ROCK WALL 2 FEET (0.6 M) ABOVE THE
 DG4108'GROUND.  THE MARK IS 10.7 METERS (35.1 FT) NORTHEAST OF A MAGAGANI
 DG4108'TREE, 10.9 METERS (35.8 FT) NORTHEAST OF A SIGN (AMERICAN MEMORIAL) ,
 DG4108'AND 19.6 METERS (64.3 FT) NORTHWEST OF A SOSOGUI TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5096 ***********************************************************************
 AA5096  DESIGNATION -  MACAW
 AA5096  PID         -  AA5096
 AA5096  STATE/COUNTY-  CQ/
 AA5096  USGS QUAD   -  
 AA5096
 AA5096                         *CURRENT SURVEY CONTROL
 AA5096  ___________________________________________________________________
 AA5096* NAD 83(1993)-  19 40 56.56528(N)    214 36 35.51442(W)     ADJUSTED  
 AA5096* LOCAL TIDAL -        13.     (meters)      43.     (feet)  GPS OBS   
 AA5096  ___________________________________________________________________
 AA5096  EPOCH DATE  -        1993.62
 AA5096  X           -  -4,944,673.596 (meters)                     COMP
 AA5096  Y           -   3,412,358.511 (meters)                     COMP
 AA5096  Z           -   2,134,642.992 (meters)                     COMP
 AA5096  ELLIP HEIGHT-          60.07  (meters)          (11/30/94) GPS OBS
 AA5096  GEOID HEIGHT-          45.58  (meters)                     EGM96
 AA5096
 AA5096  HORZ ORDER  -  FIRST
 AA5096  ELLP ORDER  -  FIFTH     CLASS II
 AA5096
 AA5096.The horizontal coordinates were established by GPS observations
 AA5096.and adjusted by the National Geodetic Survey in November 1994..
 AA5096.No horizontal observational check was made to the station.
 AA5096.The horizontal coordinates are valid at the epoch date displayed above.
 AA5096.The epoch date for horizontal control is a decimal equivalence
 AA5096.of Year/Month/Day.
 AA5096
 AA5096.The orthometric height was determined by GPS observations and a
 AA5096.high-resolution geoid model.
 AA5096.No vertical observational check was made to the station.
 AA5096
 AA5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5096
 AA5096.The ellipsoidal height was determined by GPS observations
 AA5096.and is referenced to NAD 83.
 AA5096
 AA5096.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA5096.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA5096
 AA5096;                    North         East     Units Scale Factor Converg.
 AA5096;UTM  55      - 2,177,132.653   331,247.221   MT  0.99995200   -0 32 32.4
 AA5096
 AA5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5096!UTM  55      -   0.99999056  x   0.99995200  =   0.99994256
 AA5096
 AA5096                          SUPERSEDED SURVEY CONTROL
 AA5096
 AA5096.No superseded survey control is available for this station.
 AA5096
 AA5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 55QCB3124777133(NAD 83)
 AA5096_MARKER: DD = SURVEY DISK
 AA5096_SETTING: 66 = SET IN ROCK OUTCROP
 AA5096_STAMPING: MACAW 1993
 AA5096_MARK LOGO: NOS   
 AA5096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5096+STABILITY: POSITION/ELEVATION WELL
 AA5096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5096+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5096
 AA5096  HISTORY     - Date     Condition        Report By
 AA5096  HISTORY     - 1993     MONUMENTED       NOS
 AA5096
 AA5096                          STATION DESCRIPTION
 AA5096
 AA5096'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA5096'THE STATION IS LOCATED IN THE COMMONWEALTH OF THE NORTHERN MARIANA
 AA5096'ISLANDS, ON THE W SIDE OF ASUNCION ISLAND.  THE STATION IS LOCATED ON
 AA5096'A BROAD POINT THAT IS NNE OF THE ONLY OFFSHORE ISLET ON THE W SIDE OF
 AA5096'THE ISLAND.  THE STATION CAN ONLY BE REACHED BY BOAT OR HELICOPTER.
 AA5096'PERMISSION MUST BE OBTAINED FROM THE COMMONWEALTH OF THE NORTHERN
 AA5096'MARIANA ISLANDS CIVIL DEFENSE (670-322-3598). THE STATION IS A
 AA5096'STANDARD NOS DISK SET IN A DRILL HOLE IN A LAVA OUTCROP JUST W OF A
 AA5096'TALL ROCK PILLAR AND STAMPED -MACAW 1993-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4121 ***********************************************************************
 DG4121  DESIGNATION -  MANNY
 DG4121  PID         -  DG4121
 DG4121  STATE/COUNTY-  CQ/
 DG4121  USGS QUAD   -  
 DG4121
 DG4121                         *CURRENT SURVEY CONTROL
 DG4121  ___________________________________________________________________
 DG4121* NAD 83(1986)-  15 04 21.     (N)    214 22 24.     (W)     SCALED    
 DG4121* NMVD03      -         6.625  (meters)      21.74   (feet)  ADJUSTED  
 DG4121  ___________________________________________________________________
 DG4121  GEOID HEIGHT-          53.59  (meters)                     EGM96
 DG4121
 DG4121  VERT ORDER  -  FIRST     CLASS II
 DG4121
 DG4121.The horizontal coordinates were scaled from a topographic map and have
 DG4121.an estimated accuracy of +/- 6 seconds.
 DG4121
 DG4121.The orthometric height was determined by differential leveling
 DG4121.and adjusted by the National Geodetic Survey in October 2004..
 DG4121.No vertical observational check was made to the station.
 DG4121
 DG4121.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4121.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4121
 DG4121                          SUPERSEDED SURVEY CONTROL
 DG4121
 DG4121.No superseded survey control is available for this station.
 DG4121
 DG4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS523668(NAD 83)
 DG4121_MARKER: DV = VERTICAL CONTROL DISK
 DG4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4121_STAMPING: MANNY 2003
 DG4121_MARK LOGO: NGS   
 DG4121_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4121+STABILITY: SURFACE MOTION
 DG4121
 DG4121  HISTORY     - Date     Condition        Report By
 DG4121  HISTORY     - 2003     MONUMENTED       CNMI
 DG4121
 DG4121                          STATION DESCRIPTION
 DG4121
 DG4121'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4121'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE BANADERON NUNU -
 DG4121'BANADERON LEMMAI AREA ON THE ISLAND OF TINIAN, CNMI.  TO REACH THE
 DG4121'STATION FROM THE INTERSECTION OF THE AIRPORT ROAD AND BROADWAY,
 DG4121'PROCEED NORTH ON BROADWAY FOR 1.4 MILES (2.3 KM) TO THE INTERSECTION.
 DG4121'PROCEED WEST AT THE INTERSECTION FOR 1.7 MILES (2.7 KM) TO THE
 DG4121'INTERSECTION OF 8TH AVENUE AND THE SEABEE MONUMENT IN THE NORTHWEST
 DG4121'QUADRANT OF THE INTERSECTION.  PROCEED NORTH ON 8TH AVENUE FOR 4.0
 DG4121'MILES (6.4 KM) TO STATION.  THE STATION IS A STANDARD NGS BENCH MARK
 DG4121'SET IN THE CENTERLINE OF THE ROAD 2.8 METERS (9.2 FT) SOUTH OF THE
 DG4121'NORTH EDGE AND 2.3 METERS (7.5 FT) NORTH OF THE SOUTH EDGE OF THE
 DG4121'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4114 ***********************************************************************
 DG4114  DESIGNATION -  MARPO
 DG4114  PID         -  DG4114
 DG4114  STATE/COUNTY-  CQ/
 DG4114  USGS QUAD   -  
 DG4114
 DG4114                         *CURRENT SURVEY CONTROL
 DG4114  ___________________________________________________________________
 DG4114* NAD 83(2002)-  14 58 51.17665(N)    214 22 03.04042(W)     ADJUSTED  
 DG4114* NMVD03      -        87.356  (meters)     286.60   (feet)  ADJUSTED  
 DG4114  ___________________________________________________________________
 DG4114  EPOCH DATE  -        2002.00
 DG4114  X           -  -5,087,043.395 (meters)                     COMP
 DG4114  Y           -   3,478,936.047 (meters)                     COMP
 DG4114  Z           -   1,638,093.452 (meters)                     COMP
 DG4114  ELLIP HEIGHT-         141.82  (meters)          (06/14/04) GPS OBS
 DG4114  GEOID HEIGHT-          53.38  (meters)                     EGM96
 DG4114
 DG4114  HORZ ORDER  -  FIRST
 DG4114  VERT ORDER  -  FIRST     CLASS II
 DG4114  ELLP ORDER  -  FOURTH    CLASS II
 DG4114
 DG4114.The horizontal coordinates were established by GPS observations
 DG4114.and adjusted by the National Geodetic Survey in June 2004..
 DG4114.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4114.DATUM ITEM on the data sheet items page.
 DG4114.The horizontal coordinates are valid at the epoch date displayed above.
 DG4114.The epoch date for horizontal control is a decimal equivalence
 DG4114.of Year/Month/Day.
 DG4114
 DG4114.The orthometric height was determined by differential leveling
 DG4114.and adjusted by the National Geodetic Survey in October 2004..
 DG4114
 DG4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4114
 DG4114.The ellipsoidal height was determined by GPS observations
 DG4114.and is referenced to NAD 83.
 DG4114
 DG4114.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4114.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4114
 DG4114;                    North         East     Units Scale Factor Converg.
 DG4114;UTM  55      - 1,656,665.171   352,957.099   MT  0.99986742   -0 21 12.8
 DG4114
 DG4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4114!UTM  55      -   0.99997770  x   0.99986742  =   0.99984512
 DG4114
 DG4114                          SUPERSEDED SURVEY CONTROL
 DG4114
 DG4114.No superseded survey control is available for this station.
 DG4114
 DG4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5295756665(NAD 83)
 DG4114_MARKER: DV = VERTICAL CONTROL DISK
 DG4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4114_STAMPING: MARPO 2003
 DG4114_MARK LOGO: NGS   
 DG4114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4114+STABILITY: SURFACE MOTION
 DG4114
 DG4114  HISTORY     - Date     Condition        Report By
 DG4114  HISTORY     - 2003     MONUMENTED       NGS
 DG4114
 DG4114                          STATION DESCRIPTION
 DG4114
 DG4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG4114'THE STATION IS LOCATED IN MARPO VILLAGE NORTH OF SAN JOSE ON THE
 DG4114'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4114'THE TINIAN AIRPORT ROAD AND BROADWAY.  PROCEED SOUTH ON BROADWAY 0.8
 DG4114'MILES (1.3 KM) TO STATION.  THE MARK IS 17.5 METERS (57.4 FT)
 DG4114'SOUTHWEST OF A POWER POLE, 20.4 METERS (66.9 FT) NORTHEAST OF A POWER
 DG4114'POLE, AND 18.2 METERS (59.7 FT) WEST SOUTHWEST OF A COCONUT TREE. THE
 DG4114'STATION IS A STANDARD NGS BENCH MARK SET IN CONCRETE FLUSH WITH THE
 DG4114'GROUND IN THE MIDDLE OF THE INTERSECTION OF THE MARPO VILLAGE ROAD AND
 DG4114'BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4100 ***********************************************************************
 DG4100  DESIGNATION -  MARY
 DG4100  PID         -  DG4100
 DG4100  STATE/COUNTY-  CQ/
 DG4100  USGS QUAD   -  
 DG4100
 DG4100                         *CURRENT SURVEY CONTROL
 DG4100  ___________________________________________________________________
 DG4100* NAD 83(2002)-  15 04 51.47690(N)    214 20 50.39453(W)     ADJUSTED  
 DG4100* NMVD03      -        31.564  (meters)     103.56   (feet)  ADJUSTED  
 DG4100  ___________________________________________________________________
 DG4100  EPOCH DATE  -        2002.00
 DG4100  X           -  -5,085,852.768 (meters)                     COMP
 DG4100  Y           -   3,475,493.464 (meters)                     COMP
 DG4100  Z           -   1,648,774.456 (meters)                     COMP
 DG4100  ELLIP HEIGHT-          86.20  (meters)          (06/14/04) GPS OBS
 DG4100  GEOID HEIGHT-          53.42  (meters)                     EGM96
 DG4100
 DG4100  HORZ ORDER  -  FIRST
 DG4100  VERT ORDER  -  FIRST     CLASS II
 DG4100  ELLP ORDER  -  FOURTH    CLASS II
 DG4100
 DG4100.The horizontal coordinates were established by GPS observations
 DG4100.and adjusted by the National Geodetic Survey in June 2004..
 DG4100.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4100.DATUM ITEM on the data sheet items page.
 DG4100.The horizontal coordinates are valid at the epoch date displayed above.
 DG4100.The epoch date for horizontal control is a decimal equivalence
 DG4100.of Year/Month/Day.
 DG4100
 DG4100.The orthometric height was determined by differential leveling
 DG4100.and adjusted by the National Geodetic Survey in October 2004..
 DG4100
 DG4100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4100
 DG4100.The ellipsoidal height was determined by GPS observations
 DG4100.and is referenced to NAD 83.
 DG4100
 DG4100.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4100.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4100
 DG4100;                    North         East     Units Scale Factor Converg.
 DG4100;UTM  55      - 1,667,724.244   355,194.797   MT  0.99985934   -0 21 02.2
 DG4100
 DG4100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4100!UTM  55      -   0.99998645  x   0.99985934  =   0.99984579
 DG4100
 DG4100                          SUPERSEDED SURVEY CONTROL
 DG4100
 DG4100.No superseded survey control is available for this station.
 DG4100
 DG4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5519567724(NAD 83)
 DG4100_MARKER: DV = VERTICAL CONTROL DISK
 DG4100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4100_STAMPING: MARY 2003
 DG4100_MARK LOGO: NGS   
 DG4100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4100+STABILITY: SURFACE MOTION
 DG4100
 DG4100  HISTORY     - Date     Condition        Report By
 DG4100  HISTORY     - 2003     MONUMENTED       CNMI
 DG4100
 DG4100                          STATION DESCRIPTION
 DG4100
 DG4100'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4100'THE STATION IS LOCATED IN SABANETAN TAHGAN AREA ON THE ISLAND OF
 DG4100'TINIAN, CNMI WHICH IS NORTH OF THE AIRPORT.  TO REACH THE STATION FROM
 DG4100'THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY, PROCEED
 DG4100'NORTH ON THE BROADWAY FOR 6.8 MILES (10.9 KM) TO THE MARK AND ABOUT
 DG4100'2.6 MILES (4.2 KM) PASSED THE BIG LOOP WITH A SHRINE.  THE STATION IS
 DG4100'A STANDARD NGS BENCH MARK SET IN THE CENTER OF THE ROAD. THE MARK IS
 DG4100'2.3 METERS (7.5 FT) SOUTHEAST OF THE NORTH EDGE AND 2.4 METERS (7.9
 DG4100'FT) NORTH OF THE SOUTH EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7089 ***********************************************************************
 DE7089  DESIGNATION -  MID
 DE7089  PID         -  DE7089
 DE7089  STATE/COUNTY-  CQ/
 DE7089  USGS QUAD   -  
 DE7089
 DE7089                         *CURRENT SURVEY CONTROL
 DE7089  ___________________________________________________________________
 DE7089* NAD 83(1986)-  14 10 07.     (N)    214 50 25.     (W)     SCALED    
 DE7089* LOCAL TIDAL -         1.15   (meters)       3.8    (feet)  LEVELING  
 DE7089  ___________________________________________________________________
 DE7089  GEOID HEIGHT-          54.56  (meters)                     EGM96
 DE7089
 DE7089  VERT ORDER  -  THIRD ?
 DE7089
 DE7089.The horizontal coordinates were scaled from a topographic map and have
 DE7089.an estimated accuracy of +/- 6 seconds.
 DE7089
 DE7089.The orthometric height was determined by differential leveling.
 DE7089.The vertical network tie was performed by a horz. field party for horz.
 DE7089.obs reductions. Reset procedures were used to establish the elevation.
 DE7089
 DE7089.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7089.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7089
 DE7089                          SUPERSEDED SURVEY CONTROL
 DE7089
 DE7089.No superseded survey control is available for this station.
 DE7089
 DE7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR013671(NAD 83)
 DE7089_MARKER: DD = SURVEY DISK
 DE7089_SETTING: 66 = SET IN ROCK OUTCROP
 DE7089_SP_SET: CORAL REEF
 DE7089_STAMPING: MID 1965
 DE7089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7089
 DE7089  HISTORY     - Date     Condition        Report By
 DE7089  HISTORY     - 1965     MONUMENTED       USN
 DE7089  HISTORY     - 1969     GOOD             USGS
 DE7089  HISTORY     - 19690201 GOOD             USGS
 DE7089
 DE7089                          STATION DESCRIPTION
 DE7089
 DE7089'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7089'ROTA POST OFFICE 2.5 MI NE OF 324 FT W OF RD SET IN CORAL A US NAVY
 DE7089'TRIANGULATION STATION MARK STAMPED MID 1965.
 DE7089
 DE7089                          STATION RECOVERY (1969)
 DE7089
 DE7089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7089'LOCATED ABOUT 5.6 MI. AIRLINE W. OF ROTA AIRPORT, 2.2 MI. NE. OF THE
 DE7089'SONGSONG VILLAGE, AT TATAACHO POINT.  TO REACH FROM THE ROTA POST
 DE7089'OFFICE, TAKE THE MAIN RD. NE. TOWARD THE AIRPORT 2.5 MI. TO A DIM RD.
 DE7089'INTERSECTION, TURN LEFT TO STATION MARK 324.0 FT. W. OF THE CENTERLINE
 DE7089'OF THE MAIN RD.  STATION MARK IS A STANDARD US NAVY HYDROGRAPHIC
 DE7089'OFFICE TRIANGULATION STATION TABLET STAMPED MID 1965 SET IN A CORAL
 DE7089'REEF.  NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4112 ***********************************************************************
 DG4112  DESIGNATION -  NAME
 DG4112  PID         -  DG4112
 DG4112  STATE/COUNTY-  CQ/
 DG4112  USGS QUAD   -  
 DG4112
 DG4112                         *CURRENT SURVEY CONTROL
 DG4112  ___________________________________________________________________
 DG4112* NAD 83(2002)-  15 00 57.79971(N)    214 22 49.40037(W)     ADJUSTED  
 DG4112* NMVD03      -        80.160  (meters)     262.99   (feet)  ADJUSTED  
 DG4112  ___________________________________________________________________
 DG4112  EPOCH DATE  -        2002.00
 DG4112  X           -  -5,085,424.508 (meters)                     COMP
 DG4112  Y           -   3,479,506.747 (meters)                     COMP
 DG4112  Z           -   1,641,850.991 (meters)                     COMP
 DG4112  ELLIP HEIGHT-         134.82  (meters)          (06/14/04) GPS OBS
 DG4112  GEOID HEIGHT-          53.55  (meters)                     EGM96
 DG4112
 DG4112  HORZ ORDER  -  FIRST
 DG4112  VERT ORDER  -  FIRST     CLASS II
 DG4112  ELLP ORDER  -  FOURTH    CLASS II
 DG4112
 DG4112.The horizontal coordinates were established by GPS observations
 DG4112.and adjusted by the National Geodetic Survey in June 2004..
 DG4112.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4112.DATUM ITEM on the data sheet items page.
 DG4112.The horizontal coordinates are valid at the epoch date displayed above.
 DG4112.The epoch date for horizontal control is a decimal equivalence
 DG4112.of Year/Month/Day.
 DG4112
 DG4112.The orthometric height was determined by differential leveling
 DG4112.and adjusted by the National Geodetic Survey in October 2004..
 DG4112.No vertical observational check was made to the station.
 DG4112
 DG4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4112
 DG4112.The ellipsoidal height was determined by GPS observations
 DG4112.and is referenced to NAD 83.
 DG4112
 DG4112.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4112.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4112
 DG4112;                    North         East     Units Scale Factor Converg.
 DG4112;UTM  55      - 1,660,565.040   351,596.439   MT  0.99987239   -0 21 27.8
 DG4112
 DG4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4112!UTM  55      -   0.99997880  x   0.99987239  =   0.99985119
 DG4112
 DG4112                          SUPERSEDED SURVEY CONTROL
 DG4112
 DG4112.No superseded survey control is available for this station.
 DG4112
 DG4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5159660565(NAD 83)
 DG4112_MARKER: DV = VERTICAL CONTROL DISK
 DG4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4112_STAMPING: NAME 2003
 DG4112_MARK LOGO: NGS   
 DG4112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4112+STABILITY: SURFACE MOTION
 DG4112
 DG4112  HISTORY     - Date     Condition        Report By
 DG4112  HISTORY     - 2003     MONUMENTED       CNMI
 DG4112
 DG4112                          STATION DESCRIPTION
 DG4112
 DG4112'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4112'THE STATION IS LOCATED NORTH OF SAN JOSE IN THE BATEHA AREA ON THE
 DG4112'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4112'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4 MILES
 DG4112'(2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR
 DG4112'1.0 MILE (1.6 KM) TO THE STATION.  (STATION IS .65 MILE (1.05 KM) EAST
 DG4112'FROM STATION SEEBEE) .  THE STATION IS A STANDARD NGS BENCH MARK SET
 DG4112'IN THE CENTER OF THE PAVED ROAD.  THE MARK IS 2.7 METERS (8.9 FT)
 DG4112'SOUTH OF THE NORTH EDGE OF ROAD AND 2.7 METERS (8.9 FT) NORTH OF THE
 DG4112'SOUTH EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7016 ***********************************************************************
 DE7016  DESIGNATION -  NORTH BASE
 DE7016  PID         -  DE7016
 DE7016  STATE/COUNTY-  CQ/
 DE7016  USGS QUAD   -  
 DE7016
 DE7016                         *CURRENT SURVEY CONTROL
 DE7016  ___________________________________________________________________
 DE7016* NAD 83(1986)-  15 09 59.     (N)    214 17 24.     (W)     SCALED    
 DE7016* LOCAL TIDAL -         2.96   (meters)       9.7    (feet)  LEVELING  
 DE7016  ___________________________________________________________________
 DE7016  GEOID HEIGHT-          53.19  (meters)                     EGM96
 DE7016
 DE7016  VERT ORDER  -  THIRD ?
 DE7016
 DE7016.The horizontal coordinates were scaled from a topographic map and have
 DE7016.an estimated accuracy of +/- 6 seconds.
 DE7016
 DE7016.The orthometric height was determined by differential leveling.
 DE7016.The vertical network tie was performed by a horz. field party for horz.
 DE7016.obs reductions. Reset procedures were used to establish the elevation.
 DE7016
 DE7016.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7016.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7016
 DE7016                          SUPERSEDED SURVEY CONTROL
 DE7016
 DE7016.No superseded survey control is available for this station.
 DE7016
 DE7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS614771(NAD 83)
 DE7016_MARKER: DD = SURVEY DISK
 DE7016_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7016_STAMPING: USN SURVEY
 DE7016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7016
 DE7016  HISTORY     - Date     Condition        Report By
 DE7016  HISTORY     - 1969     MONUMENTED       USN
 DE7016  HISTORY     - 19690202 GOOD             USGS
 DE7016
 DE7016                          STATION DESCRIPTION
 DE7016
 DE7016'DESCRIBED BY US NAVY 1969 (TAM)
 DE7016'KOBLER FIELD 4.3 MI N OF TO OLEHI VILLAGE 0.4 MI S OF SAN VICENTE RD
 DE7016'150 FT E OF CENTERLINE OF RD 28.3 FT E OF NE CORNER OF HOUSE SET ON
 DE7016'TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING 1 FT ABOVE GROUND A
 DE7016'STANDARD US NAVY TABLET LISTED NORTH BASE.
 DE7016
 DE7016                          STATION RECOVERY (1969)
 DE7016
 DE7016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7016'LOCATED 1.3 MI. AIRLINE NE. OF CHALAN KANOA, 1.2 MI. WNW. OF TORRES
 DE7016'MEMORIAL HOSPITAL, ABOUT 150 FT. E. OF CENTERLINE BEACH RD. AND 28 FT.
 DE7016'E. OF A HOUSE.  TO REACH FROM THE ROYAL TAGA HOTEL, DRIVE N. ON BEACH
 DE7016'RD. FOR 0.6 MI., JUST PAST A BEND IN THE RD.  STATION MARK IS A BRASS
 DE7016'TABLET STAMPED USN SURVEY LISTED AS NORTH BASE 1944 SET IN A 8 INCH X
 DE7016'8 INCH CEMENT POST PROJECTING 1.0 FT. ABOVE THE GROUND.
 DE7016'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5094 ***********************************************************************
 AA5094  DESIGNATION -  NPT
 AA5094  PID         -  AA5094
 AA5094  STATE/COUNTY-  CQ/
 AA5094  USGS QUAD   -  
 AA5094
 AA5094                         *CURRENT SURVEY CONTROL
 AA5094  ___________________________________________________________________
 AA5094* NAD 83(1993)-  20 33 11.14392(N)    215 06 26.86186(W)     ADJUSTED  
 AA5094* LOCAL TIDAL -        11.     (meters)      36.     (feet)  GPS OBS   
 AA5094  ___________________________________________________________________
 AA5094  EPOCH DATE  -        1993.62
 AA5094  X           -  -4,887,727.755 (meters)                     COMP
 AA5094  Y           -   3,436,103.626 (meters)                     COMP
 AA5094  Z           -   2,225,154.419 (meters)                     COMP
 AA5094  ELLIP HEIGHT-          58.04  (meters)          (11/30/94) GPS OBS
 AA5094  GEOID HEIGHT-          45.78  (meters)                     EGM96
 AA5094
 AA5094  HORZ ORDER  -  FIRST
 AA5094  ELLP ORDER  -  FIFTH     CLASS II
 AA5094
 AA5094.The horizontal coordinates were established by GPS observations
 AA5094.and adjusted by the National Geodetic Survey in November 1994..
 AA5094.No horizontal observational check was made to the station.
 AA5094.The horizontal coordinates are valid at the epoch date displayed above.
 AA5094.The epoch date for horizontal control is a decimal equivalence
 AA5094.of Year/Month/Day.
 AA5094
 AA5094.The orthometric height was determined by GPS observations and a
 AA5094.high-resolution geoid model.
 AA5094.No vertical observational check was made to the station.
 AA5094
 AA5094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5094
 AA5094.The ellipsoidal height was determined by GPS observations
 AA5094.and is referenced to NAD 83.
 AA5094
 AA5094.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA5094.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA5094
 AA5094;                    North         East     Units Scale Factor Converg.
 AA5094;UTM  55      - 2,274,107.816   280,291.115   MT  1.00019662   -0 44 24.6
 AA5094
 AA5094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5094!UTM  55      -   0.99999088  x   1.00019662  =   1.00018750
 AA5094
 AA5094                          SUPERSEDED SURVEY CONTROL
 AA5094
 AA5094.No superseded survey control is available for this station.
 AA5094
 AA5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 55QBC8029174108(NAD 83)
 AA5094_MARKER: DD = SURVEY DISK
 AA5094_SETTING: 66 = SET IN ROCK OUTCROP
 AA5094_STAMPING: NPT 1993
 AA5094_MARK LOGO: NOS   
 AA5094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5094+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5094
 AA5094  HISTORY     - Date     Condition        Report By
 AA5094  HISTORY     - 1993     MONUMENTED       NOS
 AA5094
 AA5094                          STATION DESCRIPTION
 AA5094
 AA5094'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA5094'THE STAITON IS LOCATED IN THE COMMONWEALTH OF THE NORTHERN MARIANA
 AA5094'ISLANDS, AT THE TIP OF FARALLON DE PAJAROS.  THE STATION IS LOCATED ON
 AA5094'THE MOST WESTERLY OF TWO OCCUPIABLE POINTS AT THE NORTHERN TIP OF THE
 AA5094'ISLAND, AT THE NE EXTENT OF A STEEP LAVA FLOW AREA. THE ISLAND CAN
 AA5094'ONLY BE REACHED BY BOAT OR HELICOPTER.  PERMISSION MUST BE OBTAINED
 AA5094'FROM TH CNMI CIVIL DEFENSE (670-322-3598). THE STATION IS A STANDARD
 AA5094'NOS DISK SET IN A DRILL HOLE NEAR THE NORTHERN EDGE OF A LARGE FLAT
 AA5094'RAISED LAVA OUTCROP AND IS STAMPED -NPT 1993-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7017 ***********************************************************************
 DE7017  DESIGNATION -  OLEAI
 DE7017  PID         -  DE7017
 DE7017  STATE/COUNTY-  CQ/
 DE7017  USGS QUAD   -  
 DE7017
 DE7017                         *CURRENT SURVEY CONTROL
 DE7017  ___________________________________________________________________
 DE7017* NAD 83(1986)-  15 09 55.     (N)    214 17 27.     (W)     SCALED    
 DE7017* LOCAL TIDAL -         3.19   (meters)      10.5    (feet)  LEVELING  
 DE7017  ___________________________________________________________________
 DE7017  GEOID HEIGHT-          53.19  (meters)                     EGM96
 DE7017
 DE7017  VERT ORDER  -  THIRD ?
 DE7017
 DE7017.The horizontal coordinates were scaled from a topographic map and have
 DE7017.an estimated accuracy of +/- 6 seconds.
 DE7017
 DE7017.The orthometric height was determined by differential leveling.
 DE7017.The vertical network tie was performed by a horz. field party for horz.
 DE7017.obs reductions. Reset procedures were used to establish the elevation.
 DE7017
 DE7017.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7017.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7017
 DE7017                          SUPERSEDED SURVEY CONTROL
 DE7017
 DE7017.No superseded survey control is available for this station.
 DE7017
 DE7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS613770(NAD 83)
 DE7017_MARKER: DD = SURVEY DISK
 DE7017_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7017_STAMPING: OLEAI 1968
 DE7017_PROJECTION: FLUSH
 DE7017_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7017
 DE7017  HISTORY     - Date     Condition        Report By
 DE7017  HISTORY     - 1969     MONUMENTED       USGS
 DE7017  HISTORY     - 19690202 GOOD             USGS
 DE7017
 DE7017                          STATION DESCRIPTION
 DE7017
 DE7017'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7017'KOBLER FIELD 4.2 MI N OF ALONG BEACH RD 0.5 MI S OF THE INTERSECTION
 DE7017'OF SAN VICENTE RD AND BEACH RD ON CURVE 72 FT S OF BLUE MOTEL DRIVEWAY
 DE7017'22 FT W CENTERLINE RD SET IN 1.0 X 1.0 FT CONCRETE POST SET FLUSH WITH
 DE7017'GROUND A STANDARD TABLET STAMPED OLEAI 1968.
 DE7017' 
 DE7017'
 DE7017
 DE7017                          STATION RECOVERY (1969)
 DE7017
 DE7017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JNT)
 DE7017'LOCATED 1.2 MI. AIRLINE NE. OF CHALAN KANOA, 1.2 MI. WNW. OF TORRES
 DE7017'MEMORIAL HOSPITAL, ABOUT 50 FT. E. OF E. END OF THE BLUE BEACH MOTEL,
 DE7017'21.0 FT. W. OF CENTERLINE OF BEACH RD.  TO REACH FROM THE ROYAL TAGA
 DE7017'HOTEL, DRIVE N. ON BEACH RD. FOR 0.5 MI. TO A BEND IN THE HIGHWAY.
 DE7017'STAION IS 21 FT. W. OF CENTERLINE OF RD.  STATION MARK IS A STANDARD
 DE7017'TABLET STAMPED OLEAI 1968 SET IN CEMENT POST POURED IN PLACE AND FLUSH
 DE7017'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5095 ***********************************************************************
 AA5095  DESIGNATION -  PAGAN 1
 AA5095  PID         -  AA5095
 AA5095  STATE/COUNTY-  CQ/
 AA5095  USGS QUAD   -  
 AA5095
 AA5095                         *CURRENT SURVEY CONTROL
 AA5095  ___________________________________________________________________
 AA5095* NAD 83(1993)-  18 07 33.39097(N)    214 14 33.87062(W)     ADJUSTED  
 AA5095* LOCAL TIDAL -        18.     (meters)      59.     (feet)  GPS OBS   
 AA5095  ___________________________________________________________________
 AA5095  EPOCH DATE  -        1993.62
 AA5095  X           -  -5,012,581.629 (meters)                     COMP
 AA5095  Y           -   3,412,016.068 (meters)                     COMP
 AA5095  Z           -   1,971,657.055 (meters)                     COMP
 AA5095  ELLIP HEIGHT-          64.85  (meters)          (11/30/94) GPS OBS
 AA5095  GEOID HEIGHT-          46.15  (meters)                     EGM96
 AA5095
 AA5095  HORZ ORDER  -  FIRST
 AA5095  ELLP ORDER  -  FIFTH     CLASS II
 AA5095
 AA5095.The horizontal coordinates were established by GPS observations
 AA5095.and adjusted by the National Geodetic Survey in November 1994..
 AA5095.No horizontal observational check was made to the station.
 AA5095.The horizontal coordinates are valid at the epoch date displayed above.
 AA5095.The epoch date for horizontal control is a decimal equivalence
 AA5095.of Year/Month/Day.
 AA5095
 AA5095.The orthometric height was determined by GPS observations and a
 AA5095.high-resolution geoid model.
 AA5095.No vertical observational check was made to the station.
 AA5095
 AA5095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5095
 AA5095.The ellipsoidal height was determined by GPS observations
 AA5095.and is referenced to NAD 83.
 AA5095
 AA5095.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA5095.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA5095
 AA5095;                    North         East     Units Scale Factor Converg.
 AA5095;UTM  55      - 2,004,562.997   368,525.430   MT  0.99981370   -0 23 12.1
 AA5095
 AA5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5095!UTM  55      -   0.99998980  x   0.99981370  =   0.99980351
 AA5095
 AA5095                          SUPERSEDED SURVEY CONTROL
 AA5095
 AA5095.No superseded survey control is available for this station.
 AA5095
 AA5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 55QCA6852504563(NAD 83)
 AA5095_MARKER: DS = TRIANGULATION STATION DISK
 AA5095_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AA5095_STAMPING: PAGAN 1
 AA5095_MARK LOGO: USGS  
 AA5095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5095+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5095
 AA5095  HISTORY     - Date     Condition        Report By
 AA5095  HISTORY     - 1993     MONUMENTED       USGS
 AA5095
 AA5095                          STATION DESCRIPTION
 AA5095
 AA5095'DESCRIBED BY US GEOLOGICAL SURVEY 1993
 AA5095'THE STATION IS LOCATED IN THE COMMONWEALTH OF THE NORTHERN MARIANA
 AA5095'ISLANDS, ON THE W SIDE OF PAGAN ISLAND.  THE STATION IS JUST NW OF
 AA5095'PAGAN AIRSTRIP ON A SMALL LAVA RIDGE WHICH RUNS NW-SE.  A PROFILE VIEW
 AA5095'OF THE RIDGE REVEALS THREE DSTINCT CHANGES IN ELEVATION WITH THE
 AA5095'STATION AT THE S END OF THE CENTER SECTION. THE STATION CAN ONLY BE
 AA5095'REACHED BY BOAT, HELICOPTER, OR SMALL AIRCRAFT.  PERMISSION MUST BE
 AA5095'OBTAINED FROM THE COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS CIVIL
 AA5095'DEFENSE (670-322-3598). THE STATION IS A USGS TRIANGULATION DISK SET
 AA5095'FLUSH IN THE LAVA STAMPED PAGAN 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4399 ***********************************************************************
 AA4399  DESIGNATION -  PALIE
 AA4399  PID         -  AA4399
 AA4399  STATE/COUNTY-  CQ/
 AA4399  USGS QUAD   -  
 AA4399
 AA4399                         *CURRENT SURVEY CONTROL
 AA4399  ___________________________________________________________________
 AA4399* NAD 83(1993)-  14 07 52.01343(N)    214 46 50.50628(W)     ADJUSTED  
 AA4399* LOCAL TIDAL -       273.     (meters)     896.     (feet)  GPS OBS   
 AA4399  ___________________________________________________________________
 AA4399  EPOCH DATE  -        1993.62
 AA4399  X           -  -5,081,380.097 (meters)                     COMP
 AA4399  Y           -   3,529,112.791 (meters)                     COMP
 AA4399  Z           -   1,547,133.467 (meters)                     COMP
 AA4399  ELLIP HEIGHT-         327.84  (meters)          (11/30/94) GPS OBS
 AA4399  GEOID HEIGHT-          53.98  (meters)                     EGM96
 AA4399
 AA4399  HORZ ORDER  -  FIRST
 AA4399  ELLP ORDER  -  FIFTH     CLASS I
 AA4399
 AA4399.The horizontal coordinates were established by GPS observations
 AA4399.and adjusted by the National Geodetic Survey in November 1994..
 AA4399.No horizontal observational check was made to the station.
 AA4399.The horizontal coordinates are valid at the epoch date displayed above.
 AA4399.The epoch date for horizontal control is a decimal equivalence
 AA4399.of Year/Month/Day.
 AA4399
 AA4399.The orthometric height was determined by GPS observations and a
 AA4399.high-resolution geoid model.
 AA4399.No vertical observational check was made to the station.
 AA4399
 AA4399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4399
 AA4399.The ellipsoidal height was determined by GPS observations
 AA4399.and is referenced to NAD 83.
 AA4399
 AA4399.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4399.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4399
 AA4399;                    North         East     Units Scale Factor Converg.
 AA4399;UTM  55      - 1,562,956.447   307,783.319   MT  1.00005703   -0 26 05.6
 AA4399
 AA4399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4399!UTM  55      -   0.99994845  x   1.00005703  =   1.00000548
 AA4399
 AA4399                          SUPERSEDED SURVEY CONTROL
 AA4399
 AA4399              -  14 07 47.01330(N)    214 46 59.25399(W) AD(       ) 2
 AA4399
 AA4399.Superseded values are not recommended for survey control.
 AA4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4399.See file dsdata.txt to determine how the superseded data were derived.
 AA4399
 AA4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0778362956(NAD 83)
 AA4399_MARKER: Z = SEE DESCRIPTION
 AA4399_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4399_SP_SET: IRREGULAR CONCRETE MASS
 AA4399_STAMPING: CORPS OF ENGINEERS PALIE 1960 29 ENG. TELL. TRAVER
 AA4399_MARK LOGO: USE   
 AA4399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4399+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1993
 AA4399
 AA4399  HISTORY     - Date     Condition        Report By
 AA4399  HISTORY     - 1969     MONUMENTED       USGS
 AA4399  HISTORY     - 19930822 GOOD             NOS
 AA4399
 AA4399                          STATION DESCRIPTION
 AA4399
 AA4399'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JNT)
 AA4399'LOCATED ABOUT 5.2 MI. E. OF SONGSONG, ABOUT 0.75 MI. AIRLINE W. OF
 AA4399'HAINIYA CAPE, ABOUT 0.2 MI. SE. OF THE SABANA RIM, ON THE END OF A
 AA4399'ROCKY RIDGE.  TO REACH FROM THE POST OFFICE IN SONGSONG GO E. AND ON
 AA4399'MAIN TRAVELED RD. FOR 9.0 MI. TO A T RD. FORK, TAKE RIGHT FORK AND
 AA4399'FOLLOW MAIN TRAVELED RD. FOR 3.5 MI. TO A Y RD., TURN RIGHT ON DIM RD.
 AA4399'FOR 0.2 MI. TO END OF TRUCK TRAVEL AT LARGE ROCK, FOLLOW TRAIL AROUND
 AA4399'NE. SIDE OF ROCK THENCE W. AND S. TO POINT OF RIDGE AND STATION MARK.
 AA4399'STATION MARK, CENTERLINE LARGE MOTOR VALVE STAMPED CORPS OF ENGINEERS
 AA4399'PALIE 1960 29 ENG. TELL. TRAVERS SET IN SMALL CEMENT PAD.
 AA4399'
 AA4399
 AA4399                          STATION RECOVERY (1993)
 AA4399
 AA4399'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4399'THE STATION IS LOCATED ON THE ISLAND OF ROTA, CNMI, ABOUT 5.2 MI (8.4
 AA4399'KM) E OF SONGSONG, ABOUT .75 MI (1.21 KM) W OF HAINIYA CAPE, ABOUT .2
 AA4399'MI (0.3 KM) SE OF THE SABANA RIM, ON THE END OF A ROCKY RIDGE. TO
 AA4399'REACH FROM THE POST OFFICE IN SONGSONG, GO E AND S ON MAIN TRAVELLED
 AA4399'ROAD FOR 9 MI (14.5 KM) TO A T INTERSECTION, TURN RIGHT AND FOLLOW
 AA4399'MAIN TRAVELLED ROAD FOR 3.5 MI (5.6 KM) TO A Y INTERSECTION, TURN
 AA4399'RIGHT ON DIM ROAD AND PROCEED FOR .2 MI (0.3 KM) TO END OF TRUCK
 AA4399'TRAVEL AT LARGE ROCK. FOLLOW TRAIL AROUND NE SIDE OF ROCK AND THEN W
 AA4399'AND S TO POINT AND STATION. THE STATION IS A LARGE MOTOR CENTERLINE
 AA4399'VALVE STAMPED -CORPS OF ENGINEERS PALIE 1960 29 ENG. TELL. TRAVERSE-
 AA4399'SET IN A SMALL CEMENT PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7096 ***********************************************************************
 DE7096  DESIGNATION -  PALIE AZIMUTH
 DE7096  PID         -  DE7096
 DE7096  STATE/COUNTY-  CQ/
 DE7096  USGS QUAD   -  
 DE7096
 DE7096                         *CURRENT SURVEY CONTROL
 DE7096  ___________________________________________________________________
 DE7096* NAD 83(1986)-  14 10 25.     (N)    214 45 26.     (W)     SCALED    
 DE7096* LOCAL TIDAL -       180.06   (meters)     590.7    (feet)  LEVELING  
 DE7096  ___________________________________________________________________
 DE7096  GEOID HEIGHT-          53.96  (meters)                     EGM96
 DE7096
 DE7096  VERT ORDER  -  THIRD ?
 DE7096
 DE7096.The horizontal coordinates were scaled from a topographic map and have
 DE7096.an estimated accuracy of +/- 6 seconds.
 DE7096
 DE7096.The orthometric height was determined by differential leveling.
 DE7096.The vertical network tie was performed by a horz. field party for horz.
 DE7096.obs reductions. Reset procedures were used to establish the elevation.
 DE7096
 DE7096.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7096.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7096
 DE7096                          SUPERSEDED SURVEY CONTROL
 DE7096
 DE7096.No superseded survey control is available for this station.
 DE7096
 DE7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR103676(NAD 83)
 DE7096_MARKER: DZ = AZIMUTH MARK DISK
 DE7096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7096_STAMPING: AZ MK TO TELL TRAV STA PALIE 1960 CORS OF ENGINEER
 DE7096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7096+STABILITY: SURFACE MOTION
 DE7096
 DE7096  HISTORY     - Date     Condition        Report By
 DE7096  HISTORY     - 1960     MONUMENTED       USE
 DE7096  HISTORY     - 19690201 GOOD             USGS
 DE7096
 DE7096                          STATION DESCRIPTION
 DE7096
 DE7096'DESCRIBED BY US ENGINEERS 1960 (TAM)
 DE7096'AT ROTA AIRPORT 84.0 FT NW OF THE NW CORNER OF TERMINAL 3.0 FT S OF
 DE7096'APRON SET IN 1.5 FT ROUND CONCRETE MONUMENT A STEEL MARK STAMPED
 DE7096'AZIMUTH MARK TO TELL TRAV STA PALIE 1960.
 DE7096
 DE7096                          STATION RECOVERY (1969)
 DE7096
 DE7096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JNT)
 DE7096'LOCATED ABOUT 7.2 MI. AIRLINE NE. OF THE VILLAGE OF SONGSONG AT THE
 DE7096'ROTA AIRPORT, ABOUT 90 FT. W. OF THE NW. CORNER OF THE TERMINAL
 DE7096'BUILDING, AT THE EDGE OF THE PARKING APRON.  TO REACH FROM THE POST
 DE7096'OFFICE IN SONGSONG DRIVE E. ON THE MAIN TRAVELED RD. 10.35 MI. TO THE
 DE7096'ROTA AIRPORT.  STATION IS 90 FT. W. OF NW. CORNER OF THE TERMINAL
 DE7096'BUILDING AT EDGE OF THE PARKING APRON.  STATION MARK, CENTER OF OLD
 DE7096'CAR VALVE STAMPED AZIMUTH MARK TO TELL TRAV. STA. PALIE 1960 CORS OF
 DE7096'ENGINEERS SET IN CONCRETE PAD, METAL TAG SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4414 ***********************************************************************
 AA4414  DESIGNATION -  PEAK 2
 AA4414  PID         -  AA4414
 AA4414  STATE/COUNTY-  CQ/
 AA4414  USGS QUAD   -  
 AA4414
 AA4414                         *CURRENT SURVEY CONTROL
 AA4414  ___________________________________________________________________
 AA4414* NAD 83(1993)-  15 11 17.91392(N)    214 15 25.65665(W)     ADJUSTED  
 AA4414* LOCAL TIDAL -       465.     (meters)    1526.     (feet)  GPS OBS   
 AA4414  ___________________________________________________________________
 AA4414  EPOCH DATE  -        1993.62
 AA4414  X           -  -5,089,101.123 (meters)                     COMP
 AA4414  Y           -   3,465,972.178 (meters)                     COMP
 AA4414  Z           -   1,660,353.881 (meters)                     COMP
 AA4414  ELLIP HEIGHT-         520.08  (meters)          (11/30/94) GPS OBS
 AA4414  GEOID HEIGHT-          52.99  (meters)                     EGM96
 AA4414
 AA4414  HORZ ORDER  -  FIRST
 AA4414  ELLP ORDER  -  FIFTH     CLASS I
 AA4414
 AA4414.The horizontal coordinates were established by GPS observations
 AA4414.and adjusted by the National Geodetic Survey in November 1994..
 AA4414.No horizontal observational check was made to the station.
 AA4414.The horizontal coordinates are valid at the epoch date displayed above.
 AA4414.The epoch date for horizontal control is a decimal equivalence
 AA4414.of Year/Month/Day.
 AA4414
 AA4414.The orthometric height was determined by GPS observations and a
 AA4414.high-resolution geoid model.
 AA4414.No vertical observational check was made to the station.
 AA4414
 AA4414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4414
 AA4414.The ellipsoidal height was determined by GPS observations
 AA4414.and is referenced to NAD 83.
 AA4414
 AA4414.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4414.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4414
 AA4414;                    North         East     Units Scale Factor Converg.
 AA4414;UTM  55      - 1,679,542.202   364,959.066   MT  0.99982554   -0 19 45.9
 AA4414
 AA4414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4414!UTM  55      -   0.99991823  x   0.99982554  =   0.99974378
 AA4414
 AA4414|---------------------------------------------------------------------|
 AA4414| PID    Reference Object                     Distance      Geod. Az  |
 AA4414|                                                           dddmmss.s |
 AA4414| AA4571 PP02                                392.750 METERS 11533     |
 AA4414| AA4570 PP01                                177.426 METERS 16208     |
 AA4414|---------------------------------------------------------------------|
 AA4414
 AA4414                          SUPERSEDED SURVEY CONTROL
 AA4414
 AA4414              -  15 11 13.20990(N)    214 15 34.47150(W) AD(       ) 2
 AA4414
 AA4414.Superseded values are not recommended for survey control.
 AA4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4414.See file dsdata.txt to determine how the superseded data were derived.
 AA4414
 AA4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6495979542(NAD 83)
 AA4414_MARKER: DD = SURVEY DISK
 AA4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4414_SP_SET: CONCRETE POST
 AA4414_STAMPING: USN SURVEY
 AA4414_MARK LOGO: USN   
 AA4414_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4414+STABILITY: SURFACE MOTION
 AA4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4414+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1993
 AA4414
 AA4414  HISTORY     - Date     Condition        Report By
 AA4414  HISTORY     - 1969     MONUMENTED       DOD
 AA4414  HISTORY     - 19930810 GOOD             NOS
 AA4414
 AA4414                          STATION DESCRIPTION
 AA4414
 AA4414'DESCRIBED BY US DEPARTMENT OF DEFENSE 1969 (JNT)
 AA4414'LOCATED 2.2 MI. AIRLINE SE. OF GARAPAN, ABOUT 1.9 MI. S. OF CAPITAL
 AA4414'HILL, STATIN IS ON THE RIDGE ABOUT 0.1 MI.NW. OF THE HIGHEST TOP,
 AA4414'ABOUT 70 FT. W. OF A SMALL ROCKY TOP AND 25 FT. W. OF A 10 X 10
 AA4414'CONCRETE FLOOR.  TO REACH FROM THE POST OFFICE ON CAPITAL HILL, DRIVE
 AA4414'S. UP HILL FOR 0.5 MI. TO A CROSSROAD, TURN RIGHT AND FOLLOW PAVED RD.
 AA4414'0.2 MI. TO A Y RD. FORK NEAR THE CONGRESS OF MICRONESIA BUILDINGS, GO
 AA4414'STRAIGHT ON DIMRD. FOR 2.0 MI. TO A Y RD. FORK, TURN RIGHT AND FOLLOW
 AA4414'DIM RD. THROUGH TALL GRASS FOR 0.1 MI. AND END OF TRUCK TRAVEL.  PACK
 AA4414'S. TO TOP OF RIDGE AND STATION MARK.  STATION MARK IS A BRASS TABLET
 AA4414'STAMPED USN SURVEY IN CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 AA4414'
 AA4414
 AA4414                          STATION RECOVERY (1993)
 AA4414
 AA4414'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4414'THE STATION IS LOCATED ON THE ISLAND OF SAIPAN, COMMONWEALTH OF THE
 AA4414'NORTHERN MARIANA ISLANDS. THE STATION IS LOCATED 2.2 MI (3.5 KM) SE OF
 AA4414'GARAPAN, ABOUT 1.9 MI (3.1 KM) S OF CAPITAL HILL.  THE STATION IS ON
 AA4414'THE RIDGE OF MT. TAKPOCHAO ABOUT .1 MI (0.2 KM) NW OF THE HIGHEST
 AA4414'TOPAND ABOUT 70 FT (21.3 M) W OF A SMALL ROCKY TOP AND 25 FT (7.6 M) W
 AA4414'OF A 10 FT (3.0 M) BY 10 FT (3.0 M) CONCRETE SLAB. TO REACH THE
 AA4414'STATION FROM THE INTERSECTION OF BEACH ROAD AND CAPITAL HILL ROAD.
 AA4414'PROCEED UP CAPTIAL HILL ROAD FOR 1.5 MI (2.4 KM) , TURN RIGHT AT THE
 AA4414'CONVENTION CENTER ON LEFT.  PROCEED UP HILL .4 MI (0.6 KM) TURN RIGHT
 AA4414'TOWARD CNMI CIVIL DEFENSE EMERGENCY OPERATIONS. THE ROAD WILL TURN TO
 AA4414'DIRT AND ROCK AT .15 MI (0.24 KM) , CONTINUE UP HILL FOR ANOTHER 1.9
 AA4414'MI (3.1 KM) . AT END OF TRUCK TRAVEL PACK NW TOWARD CEMENT BUILDING ON
 AA4414'TOP OF RIDGE.  PROCEED NW FROM CEMENT BUILDING ALONG RIDGE FOR 250 FT
 AA4414'(76.2 M) TO STATION. A FOUR WHEEL DRIVE VEHICLE WILL BE REQUIRED FOR
 AA4414'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7924 ***********************************************************************
 DE7924  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7924  DESIGNATION -  PILL BOX
 DE7924  PID         -  DE7924
 DE7924  STATE/COUNTY-  CQ/
 DE7924  USGS QUAD   -  
 DE7924
 DE7924                         *CURRENT SURVEY CONTROL
 DE7924  ___________________________________________________________________
 DE7924* NAD 83(2002)-  15 09 13.82633(N)    214 15 57.83556(W)     ADJUSTED  
 DE7924* NMVD03      -       166.22   (meters)     545.3    (feet)  GPS OBS   
 DE7924  ___________________________________________________________________
 DE7924  EPOCH DATE  -        2002.00
 DE7924  X           -  -5,089,146.185 (meters)                     COMP
 DE7924  Y           -   3,467,165.201 (meters)                     COMP
 DE7924  Z           -   1,656,594.161 (meters)                     COMP
 DE7924  ELLIP HEIGHT-         220.33  (meters)          (06/14/04) GPS OBS
 DE7924  GEOID HEIGHT-          52.97  (meters)                     EGM96
 DE7924
 DE7924  HORZ ORDER  -  A
 DE7924  ELLP ORDER  -  SECOND    CLASS I
 DE7924
 DE7924.The horizontal coordinates were established by GPS observations
 DE7924.and adjusted by the National Geodetic Survey in June 2004..
 DE7924.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE7924.DATUM ITEM on the data sheet items page.
 DE7924.The horizontal coordinates are valid at the epoch date displayed above.
 DE7924.The epoch date for horizontal control is a decimal equivalence
 DE7924.of Year/Month/Day.
 DE7924
 DE7924.The orthometric height was determined by GPS observations and a
 DE7924.high-resolution geoid model using precise GPS observation and
 DE7924.processing techniques.
 DE7924
 DE7924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7924
 DE7924.The ellipsoidal height was determined by GPS observations
 DE7924.and is referenced to NAD 83.
 DE7924
 DE7924.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7924.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7924
 DE7924;                    North         East     Units Scale Factor Converg.
 DE7924;UTM  55      - 1,675,734.477   363,976.690   MT  0.99982883   -0 19 51.7
 DE7924
 DE7924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7924!UTM  55      -   0.99996536  x   0.99982883  =   0.99979419
 DE7924
 DE7924                          SUPERSEDED SURVEY CONTROL
 DE7924
 DE7924              -  15 09 09.12170(N)    214 16 06.62830(W) AD(       ) 2
 DE7924
 DE7924.Superseded values are not recommended for survey control.
 DE7924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7924.See file dsdata.txt to determine how the superseded data were derived.
 DE7924
 DE7924_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6397775734(NAD 83)
 DE7924_MARKER: DD = SURVEY DISK
 DE7924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7924_STAMPING: USN SURVEY
 DE7924_MARK LOGO: USGS  
 DE7924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7924+STABILITY: SURFACE MOTION
 DE7924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7924+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 DE7924
 DE7924  HISTORY     - Date     Condition        Report By
 DE7924  HISTORY     - 1969     MONUMENTED       USGS
 DE7924  HISTORY     - 20030705 SEE DESCRIPTION  NGS
 DE7924
 DE7924                          STATION DESCRIPTION
 DE7924
 DE7924'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JNT)
 DE7924'LOCATED 2.2 MI. AIRLINE NE. OF CHALAN KANOA, 0.4 MI. NE. OF TORRES
 DE7924'MEMORIAL HOSPITAL, 0.5 MI. NW. OF THE VILLAGE OF SAN VICENTE, ON A
 DE7924'CONCRETE PILL BOX AT THE S. END OF THE RIDGE KNOWN LOCALLY AS SABANAN
 DE7924'DANDAN.  TO REACH FROM SAN VICENTE VILLAGE, DRIVE N. ON PAVED RD. FOR
 DE7924'0.3 MI. TO A T RD., TURN LEFT AND FOLLOW DIRT RD. 0.1 MI. TO A T RD.,
 DE7924'CONTINUE STRAIGHT AHEAD FOLLOWING A MAIN TRAVELED RD. UPHILL, AND
 DE7924'THENCE S. FOR 0.6 MI. TO A GATE, PASS THROUGH GATE AND FOLLOW RD. FOR
 DE7924'0.3 MI. TO END OF TRUCK TRAVEL AT A WATER TANK.  PACK SE. ABOUT 100
 DE7924'YDS. TO OLD PILL BOX AND STATION.  STATION MARK IS A BRASS TABLET
 DE7924'STAMPED USN SURVEY CEMENTED IN TOP OF CONCRETE POST ON TOP OF PILL BOX
 DE7924'PROJECTING 0.8 FT. ABOVE PILL BOX.
 DE7924'
 DE7924
 DE7924                          STATION RECOVERY (2003)
 DE7924
 DE7924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (EEC)
 DE7924'LOCATED 2.2MI NORTHEAST OF CHALAN KAONA ON THE ISLAND OF SAIPAN,  0.4
 DE7924'MI. NORTHEAST OF  TORRES MERORIAL HOSPITAL,  0.5 MI. NORTHWEST OF THE
 DE7924'VILLAGE OF SAN VICENTE ON CONCRETE  PILL BOX AT THE SOUTH END OF THE
 DE7924'RIDGE KNOWN LOCALLY AS SABANAN DANDAN. TO REACH FROM SAN VICENTE
 DE7924'VILLAGA, PROCEED NORTH ON PAVED ROAD FOR 0.3 MI TO T IN ROAD,  TURN
 DE7924'LEFT AND FOLLOW DIRT ROAD 0.1 MI TO T IN ROAD, CONTINUE STRAIGHT AHEAD
 DE7924'FOLLOWING A  MAIN TRAVELD ROAD UPHILL, AND THENCE SOUTH FOR 0.6 MI. TO
 DE7924'GATE, PASS THROUGH GATE AND  FOLLOW ROAD FOR 0.3 MI. TO END OF TRUCK
 DE7924'TRAVEL AT WATER TANK. PACK SOUTHEAST ABOUT 100  YARDS TO OLD PILL BOX
 DE7924'AND STATION.  STATION MARK, A BRAS TABLET STAMPED - USN SURVEY -
 DE7924'CEMENTED IN TOP OF CONCRETE POST ON  TOP OF PILL BOX PROJECTING 0.8
 DE7924'FT. ABOVE PILL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4120 ***********************************************************************
 DG4120  DESIGNATION -  PUETTO
 DG4120  PID         -  DG4120
 DG4120  STATE/COUNTY-  CQ/
 DG4120  USGS QUAD   -  
 DG4120
 DG4120                         *CURRENT SURVEY CONTROL
 DG4120  ___________________________________________________________________
 DG4120* NAD 83(2002)-  14 57 45.19133(N)    214 22 09.38223(W)     ADJUSTED  
 DG4120* NMVD03      -        14.369  (meters)      47.14   (feet)  ADJUSTED  
 DG4120  ___________________________________________________________________
 DG4120  EPOCH DATE  -        2002.00
 DG4120  X           -  -5,087,310.659 (meters)                     COMP
 DG4120  Y           -   3,479,348.397 (meters)                     COMP
 DG4120  Z           -   1,636,115.291 (meters)                     COMP
 DG4120  ELLIP HEIGHT-          68.77  (meters)          (06/14/04) GPS OBS
 DG4120  GEOID HEIGHT-          53.37  (meters)                     EGM96
 DG4120
 DG4120  HORZ ORDER  -  FIRST
 DG4120  VERT ORDER  -  FIRST     CLASS II
 DG4120  ELLP ORDER  -  FOURTH    CLASS II
 DG4120
 DG4120.The horizontal coordinates were established by GPS observations
 DG4120.and adjusted by the National Geodetic Survey in June 2004..
 DG4120.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4120.DATUM ITEM on the data sheet items page.
 DG4120.The horizontal coordinates are valid at the epoch date displayed above.
 DG4120.The epoch date for horizontal control is a decimal equivalence
 DG4120.of Year/Month/Day.
 DG4120
 DG4120.The orthometric height was determined by differential leveling
 DG4120.and adjusted by the National Geodetic Survey in October 2004..
 DG4120
 DG4120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4120
 DG4120.The ellipsoidal height was determined by GPS observations
 DG4120.and is referenced to NAD 83.
 DG4120
 DG4120.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4120.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4120
 DG4120;                    North         East     Units Scale Factor Converg.
 DG4120;UTM  55      - 1,654,638.544   352,755.126   MT  0.99986815   -0 21 12.9
 DG4120
 DG4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4120!UTM  55      -   0.99998919  x   0.99986815  =   0.99985734
 DG4120
 DG4120                          SUPERSEDED SURVEY CONTROL
 DG4120
 DG4120.No superseded survey control is available for this station.
 DG4120
 DG4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5275554639(NAD 83)
 DG4120_MARKER: DV = VERTICAL CONTROL DISK
 DG4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4120_STAMPING: PUETTO 2003
 DG4120_MARK LOGO: NGS   
 DG4120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4120+STABILITY: SURFACE MOTION
 DG4120
 DG4120  HISTORY     - Date     Condition        Report By
 DG4120  HISTORY     - 2003     MONUMENTED       CNMI
 DG4120
 DG4120                          STATION DESCRIPTION
 DG4120
 DG4120'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4120'THE STATION IS LOCATED IN SAN JOSE ON THE ISLAND OF TINIAN, CNMI.  TO
 DG4120'REACH THE STATION FROM THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND
 DG4120'BROADWAY.  PROCEED SOUTH ON BROADWAY 2.2 MILES (3.5 KM) TO STATION.
 DG4120'THE STATION IS A STANDARD NGS BENCH MARK SET IN THE CENTER OF THE
 DG4120'ROAD.  IT IS 12.2 METERS (40.0 FT) SOUTHWEST OF A FIRE HYDRANT, 24.8
 DG4120'METERS (81.4 FT) SOUTHWEST OF A POWER POLE, AND 31.6 METERS (103.7 FT)
 DG4120'NORTHWEST OF A POWERPOLE ON THE EAST SIDE OF BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3992 ***********************************************************************
 DG3992  DESIGNATION -  RMM JR
 DG3992  PID         -  DG3992
 DG3992  STATE/COUNTY-  CQ/
 DG3992  USGS QUAD   -  
 DG3992
 DG3992                         *CURRENT SURVEY CONTROL
 DG3992  ___________________________________________________________________
 DG3992* NAD 83(1986)-  14 10 58.     (N)    214 43 52.     (W)     SCALED    
 DG3992* NMVD03      -       139.349  (meters)     457.18   (feet)  ADJUSTED  
 DG3992  ___________________________________________________________________
 DG3992  GEOID HEIGHT-          53.78  (meters)                     EGM96
 DG3992
 DG3992  VERT ORDER  -  FIRST     CLASS II
 DG3992
 DG3992.The horizontal coordinates were scaled from a topographic map and have
 DG3992.an estimated accuracy of +/- 6 seconds.
 DG3992
 DG3992.The orthometric height was determined by differential leveling
 DG3992.and adjusted by the National Geodetic Survey in October 2004..
 DG3992.No vertical observational check was made to the station.
 DG3992
 DG3992.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3992.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3992
 DG3992                          SUPERSEDED SURVEY CONTROL
 DG3992
 DG3992.No superseded survey control is available for this station.
 DG3992
 DG3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR131686(NAD 83)
 DG3992_MARKER: DV = VERTICAL CONTROL DISK
 DG3992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3992_STAMPING: RMM JR 2003
 DG3992_MARK LOGO: NGS   
 DG3992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3992+STABILITY: SURFACE MOTION
 DG3992
 DG3992  HISTORY     - Date     Condition        Report By
 DG3992  HISTORY     - 2003     MONUMENTED       CNMI
 DG3992
 DG3992                          STATION DESCRIPTION
 DG3992
 DG3992'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3992'THE STATION IS LOCATED IN CHENCHON AREA ON THE ISLAND OF ROTA IN THE
 DG3992'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3992'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3992'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3992'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED EAST FOR 2.4 MILES
 DG3992'(3.9 KM) ON THE PAVED ROAD THEN ON THE CORAL ROAD TO THE MARK. THE
 DG3992'STATION IS A STANDARD NGS BENCH MARK DISK STAMPED RMM JR 2003 SET IN A
 DG3992'14 INCH SQUARE CONCRETE POST PROJECTING 0.1 METERS (0.3 FT) ABOVE THE
 DG3992'GROUND ON THE EAST SIDE OF THE TRACK ROAD NORTH AT THE INTERSECTION OF
 DG3992'THREE ROADS.  IT IS 5.6 METERS (18.4 FT) EAST OF THE CENTER LINE OF
 DG3992'THE TRACK ROAD AND 8.3 METERS (27.2 FT) NORTHEAST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4400 ***********************************************************************
 AA4400  FBN         -  This is a Federal Base Network Control Station.
 AA4400  DESIGNATION -  ROP A
 AA4400  PID         -  AA4400
 AA4400  STATE/COUNTY-  CQ/
 AA4400  USGS QUAD   -  
 AA4400
 AA4400                         *CURRENT SURVEY CONTROL
 AA4400  ___________________________________________________________________
 AA4400* NAD 83(1993)-  14 10 24.56302(N)    214 44 56.76489(W)     ADJUSTED  
 AA4400* LOCAL TIDAL -       184.     (meters)     604.     (feet)  GPS OBS   
 AA4400  ___________________________________________________________________
 AA4400  EPOCH DATE  -        1993.62
 AA4400  X           -  -5,082,312.517 (meters)                     COMP
 AA4400  Y           -   3,525,607.573 (meters)                     COMP
 AA4400  Z           -   1,551,657.983 (meters)                     COMP
 AA4400  ELLIP HEIGHT-         238.77  (meters)          (11/30/94) GPS OBS
 AA4400  GEOID HEIGHT-          53.89  (meters)                     EGM96
 AA4400
 AA4400  HORZ ORDER  -  FIRST
 AA4400  ELLP ORDER  -  FIFTH     CLASS I
 AA4400
 AA4400.The horizontal coordinates were established by GPS observations
 AA4400.and adjusted by the National Geodetic Survey in November 1994..
 AA4400.No horizontal observational check was made to the station.
 AA4400.The horizontal coordinates are valid at the epoch date displayed above.
 AA4400.The epoch date for horizontal control is a decimal equivalence
 AA4400.of Year/Month/Day.
 AA4400
 AA4400.The orthometric height was determined by GPS observations and a
 AA4400.high-resolution geoid model.
 AA4400.No vertical observational check was made to the station.
 AA4400
 AA4400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4400
 AA4400.The ellipsoidal height was determined by GPS observations
 AA4400.and is referenced to NAD 83.
 AA4400
 AA4400.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4400.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4400
 AA4400;                    North         East     Units Scale Factor Converg.
 AA4400;UTM  55      - 1,567,619.231   311,229.766   MT  1.00004078   -0 25 42.3
 AA4400
 AA4400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4400!UTM  55      -   0.99996245  x   1.00004078  =   1.00000323
 AA4400
 AA4400                          SUPERSEDED SURVEY CONTROL
 AA4400
 AA4400.No superseded survey control is available for this station.
 AA4400
 AA4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR1123067619(NAD 83)
 AA4400_MARKER: DD = SURVEY DISK
 AA4400_SETTING: 66 = SET IN ROCK OUTCROP
 AA4400_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA4400_STAMPING: ROP A 1993
 AA4400_MARK LOGO: NOS   
 AA4400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4400+STABILITY: POSITION/ELEVATION WELL
 AA4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4400+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4400
 AA4400  HISTORY     - Date     Condition        Report By
 AA4400  HISTORY     - 1993     MONUMENTED       NOS
 AA4400
 AA4400                          STATION DESCRIPTION
 AA4400
 AA4400'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4400'THE STATION IS LOCATED AT THE ROTA INTERNATIONAL AIRPORT, ON THE
 AA4400'ISLAND OF ROTA, CNMI. THE STATION IS LOCATED NEAR THE E END OF THE
 AA4400'RUNWAY, IT IS A STANDARD NOS DISK CEMENTED INTO A DRILL HOLE IN A ROCK
 AA4400'OUTCROP 130 FT (39.6 M) S OF THE S EDGE OF THE RUNWAY, 28 FT (8.5 M)
 AA4400'INBOARD OF RUNWAY END, AND 126 FT (38.4 M) SW OF S THRESHOLD LIGHT.
 AA4400'THE DISK IS STAMPED -ROP A 1993-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4401 ***********************************************************************
 AA4401  DESIGNATION -  ROP B
 AA4401  PID         -  AA4401
 AA4401  STATE/COUNTY-  CQ/
 AA4401  USGS QUAD   -  
 AA4401
 AA4401                         *CURRENT SURVEY CONTROL
 AA4401  ___________________________________________________________________
 AA4401* NAD 83(2002)-  14 10 26.64487(N)    214 45 57.42263(W)     ADJUSTED  
 AA4401* NMVD03      -       178.753  (meters)     586.46   (feet)  ADJUSTED  
 AA4401  ___________________________________________________________________
 AA4401  EPOCH DATE  -        2002.00
 AA4401  X           -  -5,081,258.158 (meters)                     COMP
 AA4401  Y           -   3,527,089.976 (meters)                     COMP
 AA4401  Z           -   1,551,718.646 (meters)                     COMP
 AA4401  ELLIP HEIGHT-         233.16  (meters)          (06/14/04) GPS OBS
 AA4401  GEOID HEIGHT-          54.03  (meters)                     EGM96
 AA4401
 AA4401  HORZ ORDER  -  A
 AA4401  VERT ORDER  -  FIRST     CLASS II
 AA4401  ELLP ORDER  -  SECOND    CLASS I
 AA4401
 AA4401.The horizontal coordinates were established by GPS observations
 AA4401.and adjusted by the National Geodetic Survey in June 2004..
 AA4401.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA4401.DATUM ITEM on the data sheet items page.
 AA4401.The horizontal coordinates are valid at the epoch date displayed above.
 AA4401.The epoch date for horizontal control is a decimal equivalence
 AA4401.of Year/Month/Day.
 AA4401
 AA4401.The orthometric height was determined by differential leveling
 AA4401.and adjusted by the National Geodetic Survey in October 2004..
 AA4401.No vertical observational check was made to the station.
 AA4401
 AA4401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4401
 AA4401.The ellipsoidal height was determined by GPS observations
 AA4401.and is referenced to NAD 83.
 AA4401
 AA4401.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4401.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4401
 AA4401;                    North         East     Units Scale Factor Converg.
 AA4401;UTM  55      - 1,567,696.881   309,411.288   MT  1.00004932   -0 25 57.2
 AA4401
 AA4401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4401!UTM  55      -   0.99996334  x   1.00004932  =   1.00001265
 AA4401
 AA4401                          SUPERSEDED SURVEY CONTROL
 AA4401
 AA4401  NAD 83(1993)-  14 10 26.65127(N)    214 45 57.40429(W) AD(1993.62) 1
 AA4401  ELLIP H (11/30/94)  233.71   (m)                       GP(1993.62) 5 1
 AA4401
 AA4401.Superseded values are not recommended for survey control.
 AA4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4401.See file dsdata.txt to determine how the superseded data were derived.
 AA4401
 AA4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0941167697(NAD 83)
 AA4401_MARKER: DB = BENCH MARK DISK
 AA4401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4401_SP_SET: CONCRETE POST
 AA4401_STAMPING: ROP B 1993
 AA4401_MARK LOGO: NOS   
 AA4401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4401+STABILITY: SURFACE MOTION
 AA4401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4401+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4401
 AA4401  HISTORY     - Date     Condition        Report By
 AA4401  HISTORY     - 1993     MONUMENTED       NOS
 AA4401  HISTORY     - 1995     GOOD             NOS
 AA4401  HISTORY     - 20030528 GOOD             CNMI
 AA4401
 AA4401                          STATION DESCRIPTION
 AA4401
 AA4401'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4401'THE MARK IS LOCATED AT THE ROTA AIRPORT ON THE ISLAND OF ROTA, CNMI.
 AA4401'THE STATION IS LOCATED NEAR THE W END OF THE RUNWAY.  IT IS A STANDARD
 AA4401'NOS DISK CEMENTED INTO A DRILL HOLE TOWARD A CORNER OF AN 8 INCH BY 8
 AA4401'INCH CONCRETE MONUMENT WITH A REBAR PROTRUDING 1 INCH ABOVE IN THE
 AA4401'CENTER OF THE MONUMENT.  THE STATION IS 105 FT (32.0 M) S OF THE SW
 AA4401'CORNER OF THE RUNWAY, ON LINE WITH THE RUNWAY END, AND 32 FT (9.8 M)
 AA4401'SE OF THE REIL, AND IS STAMPED -ROP B 1993-.
 AA4401
 AA4401                          STATION RECOVERY (1995)
 AA4401
 AA4401'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995
 AA4401'THE STATION IS LOCATED ON THE ROTA INTERNATIONAL AIRPORT SOUTH OF RWY
 AA4401'END 9 IN THE GRASS AREA.  THE STATION IS LOCATED ONLINE WITH THE
 AA4401'RUNWAY END 105 FT (32.0 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY AND
 AA4401'32 FT (9.8 M) SE OF THE REIL.  THE STATION IS A STANDARD NOS DISK
 AA4401'STAMPED--ROP B 1993--, SET IN A DRILL HOLE IN AN 8 X 8 INCH CONCRETE
 AA4401'MONUMENT WITH REBAR PROJECTING 1 INCH ABOVE THE MONUMENT.
 AA4401
 AA4401                          STATION RECOVERY (2003)
 AA4401
 AA4401'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 AA4401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4402 ***********************************************************************
 AA4402  DESIGNATION -  ROP R
 AA4402  PID         -  AA4402
 AA4402  STATE/COUNTY-  CQ/
 AA4402  USGS QUAD   -  
 AA4402
 AA4402                         *CURRENT SURVEY CONTROL
 AA4402  ___________________________________________________________________
 AA4402* NAD 83(1993)-  14 10 31.11298(N)    214 45 22.63712(W)     ADJUSTED  
 AA4402* LOCAL TIDAL -       180.7    (meters)     593.     (feet)  GPS OBS   
 AA4402  ___________________________________________________________________
 AA4402  EPOCH DATE  -        1993.62
 AA4402  X           -  -5,081,827.179 (meters)                     COMP
 AA4402  Y           -   3,526,215.142 (meters)                     COMP
 AA4402  Z           -   1,551,852.374 (meters)                     COMP
 AA4402  ELLIP HEIGHT-         235.54  (meters)          (11/30/94) GPS OBS
 AA4402  GEOID HEIGHT-          53.96  (meters)                     EGM96
 AA4402
 AA4402  HORZ ORDER  -  A
 AA4402  ELLP ORDER  -  THIRD     CLASS II
 AA4402
 AA4402.The horizontal coordinates were established by GPS observations
 AA4402.and adjusted by the National Geodetic Survey in November 1994..
 AA4402.The horizontal coordinates are valid at the epoch date displayed above.
 AA4402.The epoch date for horizontal control is a decimal equivalence
 AA4402.of Year/Month/Day.
 AA4402
 AA4402.The orthometric height was determined by GPS observations and a
 AA4402.high-resolution geoid model.
 AA4402
 AA4402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4402
 AA4402.The ellipsoidal height was determined by GPS observations
 AA4402.and is referenced to NAD 83.
 AA4402
 AA4402.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4402.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4402
 AA4402;                    North         East     Units Scale Factor Converg.
 AA4402;UTM  55      - 1,567,826.351   310,455.441   MT  1.00004441   -0 25 48.8
 AA4402
 AA4402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4402!UTM  55      -   0.99996296  x   1.00004441  =   1.00000737
 AA4402
 AA4402                          SUPERSEDED SURVEY CONTROL
 AA4402
 AA4402.No superseded survey control is available for this station.
 AA4402
 AA4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR1045567826(NAD 83)
 AA4402_MARKER: DD = SURVEY DISK
 AA4402_SETTING: 0 = UNSPECIFIED SETTING
 AA4402_SP_SET: UNSPECIFIED
 AA4402_MARK LOGO: TQDLM 
 AA4402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4402+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 AA4402
 AA4402  HISTORY     - Date     Condition        Report By
 AA4402  HISTORY     - 1969     MONUMENTED       TQDLM
 AA4402  HISTORY     - 19930806 GOOD             NOS
 AA4402
 AA4402                          STATION DESCRIPTION
 AA4402
 AA4402'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4402'THE STATION IS LOCATED AT THE ROTA AIRPORT ON THE ISLAND OF ROTA,
 AA4402'CNMI. THE STATION IN NOT ON AIRPORT PROPERTY BUT CAN BE REACHED BY
 AA4402'FOLLOWING THE PERIMETER FENCE TO A LOCATION DIRECTLY ACCROSS FROM THE
 AA4402'TERMINAL BUILDING.  THE STATION IS 24 FT (7.3 M) N OF THE E-W FENCE,
 AA4402'AND 110 FT (33.5 M) FROM THE INSIDE CORNER OF A JOG IN THE FENCE BY
 AA4402'THE WINDSOCK.  THE STATION IS AN UNSTAMPED DLM DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7041 ***********************************************************************
 DE7041  DESIGNATION -  SAIPAN AZ MK
 DE7041  PID         -  DE7041
 DE7041  STATE/COUNTY-  CQ/
 DE7041  USGS QUAD   -  
 DE7041
 DE7041                         *CURRENT SURVEY CONTROL
 DE7041  ___________________________________________________________________
 DE7041* NAD 83(2002)-  15 12 38.74787(N)    214 14 43.16361(W)     ADJUSTED  
 DE7041* NMVD03      -       204.920  (meters)     672.31   (feet)  ADJUSTED  
 DE7041  ___________________________________________________________________
 DE7041  EPOCH DATE  -        2002.00
 DE7041  X           -  -5,089,068.476 (meters)                     COMP
 DE7041  Y           -   3,464,415.455 (meters)                     COMP
 DE7041  Z           -   1,662,683.267 (meters)                     COMP
 DE7041  ELLIP HEIGHT-         259.25  (meters)          (06/14/04) GPS OBS
 DE7041  GEOID HEIGHT-          52.97  (meters)                     EGM96
 DE7041
 DE7041  HORZ ORDER  -  A
 DE7041  VERT ORDER  -  FIRST     CLASS II
 DE7041  ELLP ORDER  -  SECOND    CLASS I
 DE7041
 DE7041.The horizontal coordinates were established by GPS observations
 DE7041.and adjusted by the National Geodetic Survey in June 2004..
 DE7041.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE7041.DATUM ITEM on the data sheet items page.
 DE7041.The horizontal coordinates are valid at the epoch date displayed above.
 DE7041.The epoch date for horizontal control is a decimal equivalence
 DE7041.of Year/Month/Day.
 DE7041
 DE7041.The orthometric height was determined by differential leveling
 DE7041.and adjusted by the National Geodetic Survey in October 2004..
 DE7041
 DE7041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7041
 DE7041.The ellipsoidal height was determined by GPS observations
 DE7041.and is referenced to NAD 83.
 DE7041
 DE7041.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7041.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7041
 DE7041;                    North         East     Units Scale Factor Converg.
 DE7041;UTM  55      - 1,682,018.996   366,241.347   MT  0.99982128   -0 19 36.4
 DE7041
 DE7041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7041!UTM  55      -   0.99995924  x   0.99982128  =   0.99978052
 DE7041
 DE7041                          SUPERSEDED SURVEY CONTROL
 DE7041
 DE7041              -  15 12 34.05400(N)    214 14 51.95900(W) AD(       ) 2
 DE7041
 DE7041.Superseded values are not recommended for survey control.
 DE7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7041.See file dsdata.txt to determine how the superseded data were derived.
 DE7041
 DE7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6624182019(NAD 83)
 DE7041_MARKER: DD = SURVEY DISK
 DE7041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7041_SP_SET: SET INTO PAVEMENT
 DE7041_STAMPING: SAIPAN AZ MK 29TH ENGR BN 1964
 DE7041_MARK LOGO: USE   
 DE7041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7041+STABILITY: SURFACE MOTION
 DE7041
 DE7041  HISTORY     - Date     Condition        Report By
 DE7041  HISTORY     - 1964     MONUMENTED       USE
 DE7041  HISTORY     - 19700228 GOOD             USGS
 DE7041  HISTORY     - 20030204 GOOD             CNMI
 DE7041
 DE7041                          STATION DESCRIPTION
 DE7041
 DE7041'DESCRIBED BY US ENGINEERS 1964 (TAM)
 DE7041'CAPITOL HILL POST OFFICE 0.6 MI E OF AND LOCATED IN GOVERNMENT
 DE7041'COMPOUND 200 FT W OF RD INTERSECTION 4.4 FT S OF AND 48 FT E OF SW COR
 DE7041'OF SHED SET IN PAVEMENT STANDARD US CORPS OF ENGINEERS TABLET STAMPED
 DE7041'SAIPAN AZ MK.
 DE7041'
 DE7041
 DE7041                          STATION RECOVERY (1970)
 DE7041
 DE7041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GI)
 DE7041'LOCATED 0.4 MI. FROM SOUTHERN MARIANAS DRIVE ON CROSS ISLAND ROAD IN
 DE7041'TRUST TERRITORY COMPOUND ON CAPITAL HILL, AND IS 14.027 METERS SE. OF
 DE7041'THE WEST CORNER AND 1.478 METERS TO THE SW. OF A GARAGE (BUILDING NO.
 DE7041'1106) AND ACROSS FROM A FILLING STATION.  STATION MARK IS A CORPS. OF
 DE7041'ENGINEERS DISK SET IN PAVEMENT AND STAMPED SAIPAN AZ MK 1964 29TH
 DE7041'ENGR. BN.
 DE7041
 DE7041                          STATION RECOVERY (2003)
 DE7041
 DE7041'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (JT)
 DE7041'THE STATION IS LOCATED IN TRUST TERRITORY COMPOUND ON CAPITAL HILL. TO
 DE7041'REACH THE STATION FROM THE INTERSECTION OF SOUTHERN MARIANA DRIVE AND
 DE7041'SATO/BEACH ROAD GO 0.4 MILES (0.6 KM) ON CROSS ISLAND ROAD TO TRUST
 DE7041'TERRITORY COMPOUND ON CAPITAL HILL.  THE MARK IS A CONCRETE POST
 DE7041'SURROUNDED BY PAVEMENT.  THE STATION IS 14.027 METERS (46.020 FT)
 DE7041'SOUTHEAST OF WEST CORNER AND 1.478 METERS (4.849 FT) TO THE SOUTHWEST
 DE7041'OF A GARAGE IN BUILDING NUMBER 1106 AND ACROSS FROM THE FILLING
 DE7041'STATION.  THE MARK IS A CORPS OF ENGINEERS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3931 ***********************************************************************
 DG3931  DESIGNATION -  SATO 1
 DG3931  PID         -  DG3931
 DG3931  STATE/COUNTY-  CQ/
 DG3931  USGS QUAD   -  
 DG3931
 DG3931                         *CURRENT SURVEY CONTROL
 DG3931  ___________________________________________________________________
 DG3931* NAD 83(1986)-  15 13 58.     (N)    214 14 58.     (W)     SCALED    
 DG3931* NMVD03      -         2.800  (meters)       9.19   (feet)  ADJUSTED  
 DG3931  ___________________________________________________________________
 DG3931  GEOID HEIGHT-          53.06  (meters)                     EGM96
 DG3931
 DG3931  VERT ORDER  -  FIRST     CLASS II
 DG3931
 DG3931.The horizontal coordinates were scaled from a topographic map and have
 DG3931.an estimated accuracy of +/- 6 seconds.
 DG3931
 DG3931.The orthometric height was determined by differential leveling
 DG3931.and adjusted by the National Geodetic Survey in October 2004..
 DG3931
 DG3931.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3931.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3931
 DG3931                          SUPERSEDED SURVEY CONTROL
 DG3931
 DG3931.No superseded survey control is available for this station.
 DG3931
 DG3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS658844(NAD 83)
 DG3931_MARKER: DV = VERTICAL CONTROL DISK
 DG3931_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3931_SP_SET: SIDEWALK
 DG3931_STAMPING: SATO 1 2003
 DG3931_MARK LOGO: NGS   
 DG3931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3931
 DG3931  HISTORY     - Date     Condition        Report By
 DG3931  HISTORY     - 2003     MONUMENTED       NGS
 DG3931
 DG3931                          STATION DESCRIPTION
 DG3931
 DG3931'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3931'THE STATION IS LOCATED IN TANAPAG VILLAGE ON THE ISLAND OF SAIPAN,
 DG3931'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3931'BEACH ROAD AND CAPITAL HILL ROAD PROCEED NORTH 0.6 MILES (1.0 KM) ON
 DG3931'WEST COAST HIGHWAY 1.3 MILES (2.1 KM) TO THE MARK.  THE MARK IS
 DG3931'LOCATED ON THE RIGHT SIDE OF THE ROAD OR THE WEST SIDE.  THE STATION
 DG3931'IS A STANDARD NGS BENCH MARK DISK SET IN THE SIDEWALK, 30.10 METERS
 DG3931'(98.75 FT) NORTHEAST OF THE POWER POLE, 12.0 METERS (39.4 FT)
 DG3931'SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 13.10 METERS (42.98 FT)
 DG3931'NORTHWEST FROM THE GARMENLE FENCE AND 9.13 METERS (29.95 FT) FROM
 DG3931'ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3922 ***********************************************************************
 DG3922  DESIGNATION -  SATO 10
 DG3922  PID         -  DG3922
 DG3922  STATE/COUNTY-  CQ/
 DG3922  USGS QUAD   -  
 DG3922
 DG3922                         *CURRENT SURVEY CONTROL
 DG3922  ___________________________________________________________________
 DG3922* NAD 83(1986)-  15 16 24.     (N)    214 11 15.     (W)     SCALED    
 DG3922* NMVD03      -        63.135  (meters)     207.14   (feet)  ADJUSTED  
 DG3922  ___________________________________________________________________
 DG3922  GEOID HEIGHT-          52.73  (meters)                     EGM96
 DG3922
 DG3922  VERT ORDER  -  FIRST     CLASS II
 DG3922
 DG3922.The horizontal coordinates were scaled from a topographic map and have
 DG3922.an estimated accuracy of +/- 6 seconds.
 DG3922
 DG3922.The orthometric height was determined by differential leveling
 DG3922.and adjusted by the National Geodetic Survey in October 2004..
 DG3922
 DG3922.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3922.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3922
 DG3922                          SUPERSEDED SURVEY CONTROL
 DG3922
 DG3922.No superseded survey control is available for this station.
 DG3922
 DG3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS724889(NAD 83)
 DG3922_MARKER: DV = VERTICAL CONTROL DISK
 DG3922_SETTING: 66 = SET IN ROCK OUTCROP
 DG3922_STAMPING: SATO 10 2003
 DG3922_MARK LOGO: NGS   
 DG3922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG3922+STABILITY: POSITION/ELEVATION WELL
 DG3922
 DG3922  HISTORY     - Date     Condition        Report By
 DG3922  HISTORY     - 2003     MONUMENTED       NGS
 DG3922
 DG3922                          STATION DESCRIPTION
 DG3922
 DG3922'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3922'THE STATION IS LOCATED IN MARPI AREA ON THE ISLAND OF SAIPAN, CNMI. TO
 DG3922'REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD
 DG3922'AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 6.6 MILES
 DG3922'(10.6 KM) AND 0.6 MILES (1.0 KM) PASS THE JAPANESE MEMORIAL PARK TO
 DG3922'THE MARK ON THE RIGHT SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS
 DG3922'BENCH MARK DISK SET IN BEDROCK ABOUT 0.5 METERS (1.6 FT) ABOVE THE
 DG3922'SIDE WALK, 12.15 METERS (39.86 FT) NORTHWEST FROM THE CENTERLINE OF
 DG3922'THE ROAD, 7.68 METERS (25.20 FT) FROM THE TRAFFIC SIGN, 1.00 METERS
 DG3922'(3.28 FT) NORTHWEST FROM THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3921 ***********************************************************************
 DG3921  DESIGNATION -  SATO 11
 DG3921  PID         -  DG3921
 DG3921  STATE/COUNTY-  CQ/
 DG3921  USGS QUAD   -  
 DG3921
 DG3921                         *CURRENT SURVEY CONTROL
 DG3921  ___________________________________________________________________
 DG3921* NAD 83(1986)-  15 16 03.     (N)    214 11 12.     (W)     SCALED    
 DG3921* NMVD03      -       119.137  (meters)     390.87   (feet)  ADJUSTED  
 DG3921  ___________________________________________________________________
 DG3921  GEOID HEIGHT-          52.70  (meters)                     EGM96
 DG3921
 DG3921  VERT ORDER  -  FIRST     CLASS II
 DG3921
 DG3921.The horizontal coordinates were scaled from a topographic map and have
 DG3921.an estimated accuracy of +/- 6 seconds.
 DG3921
 DG3921.The orthometric height was determined by differential leveling
 DG3921.and adjusted by the National Geodetic Survey in October 2004..
 DG3921
 DG3921.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3921.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3921
 DG3921                          SUPERSEDED SURVEY CONTROL
 DG3921
 DG3921.No superseded survey control is available for this station.
 DG3921
 DG3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS725882(NAD 83)
 DG3921_MARKER: DV = VERTICAL CONTROL DISK
 DG3921_SETTING: 66 = SET IN ROCK OUTCROP
 DG3921_STAMPING: SATO 11 2003
 DG3921_MARK LOGO: NGS   
 DG3921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG3921+STABILITY: POSITION/ELEVATION WELL
 DG3921
 DG3921  HISTORY     - Date     Condition        Report By
 DG3921  HISTORY     - 2003     MONUMENTED       NGS
 DG3921
 DG3921                          STATION DESCRIPTION
 DG3921
 DG3921'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3921'THE STATION IS LOCATED IN MARPI AREA ON THE ISLAND OF SAIPAN, CNMI. TO
 DG3921'REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD
 DG3921'AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 7.2 MILES
 DG3921'(11.6 KM) AND 1.2 MILES (1.9 KM) PASS THE JAPANESE MEMORIAL PARK TO
 DG3921'THE MARK ON THE RIGHT SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS
 DG3921'BENCH MARK DISK SET IN BEDROCK ABOUT 1.5 METERS (4.9 FT) ABOVE THE
 DG3921'SIDE WALK, 21.54 METERS (70.67 FT) NORTHEAST FROM THE TRAFFIC SIGN,
 DG3921'10.33 METERS (33.89 FT) NORTHWEST FROM CENTERLINE OF THE ROAD, 2.5
 DG3921'METERS (8.2 FT) SOUTHEAST FROM THE PAVED WALKPATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3920 ***********************************************************************
 DG3920  DESIGNATION -  SATO 12
 DG3920  PID         -  DG3920
 DG3920  STATE/COUNTY-  CQ/
 DG3920  USGS QUAD   -  
 DG3920
 DG3920                         *CURRENT SURVEY CONTROL
 DG3920  ___________________________________________________________________
 DG3920* NAD 83(1986)-  15 15 48.     (N)    214 11 13.     (W)     SCALED    
 DG3920* NMVD03      -        69.211  (meters)     227.07   (feet)  ADJUSTED  
 DG3920  ___________________________________________________________________
 DG3920  GEOID HEIGHT-          52.69  (meters)                     EGM96
 DG3920
 DG3920  VERT ORDER  -  FIRST     CLASS II
 DG3920
 DG3920.The horizontal coordinates were scaled from a topographic map and have
 DG3920.an estimated accuracy of +/- 6 seconds.
 DG3920
 DG3920.The orthometric height was determined by differential leveling
 DG3920.and adjusted by the National Geodetic Survey in October 2004..
 DG3920
 DG3920.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3920.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3920
 DG3920                          SUPERSEDED SURVEY CONTROL
 DG3920
 DG3920.No superseded survey control is available for this station.
 DG3920
 DG3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS725878(NAD 83)
 DG3920_MARKER: DV = VERTICAL CONTROL DISK
 DG3920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3920_STAMPING: SATO 12 2003
 DG3920_MARK LOGO: NGS   
 DG3920_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3920+STABILITY: SURFACE MOTION
 DG3920
 DG3920  HISTORY     - Date     Condition        Report By
 DG3920  HISTORY     - 2003     MONUMENTED       CNMI
 DG3920
 DG3920                          STATION DESCRIPTION
 DG3920
 DG3920'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG3920'THE STATION IS LOCATED IN MARPI AREA ON THE ISLAND OF SAIPAN, CNMI. TO
 DG3920'REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD
 DG3920'AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 7.8 MILES
 DG3920'(12.6 KM) AND 1.8 MILES (2.9 KM) PASS THE JAPANESE MEMORIAL PARK TO
 DG3920'THE MARK ON THE RIGHT SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS
 DG3920'BENCH MARK DISK SET IN CONCRETE POST, 18.50 METERS (60.70 FT)
 DG3920'SOUTHWEST FROM THE BIRD ISLAND ROADWAY ENTRANCE SIGN, 7.4 METERS (24.3
 DG3920'FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3930 ***********************************************************************
 DG3930  DESIGNATION -  SATO 2
 DG3930  PID         -  DG3930
 DG3930  STATE/COUNTY-  CQ/
 DG3930  USGS QUAD   -  
 DG3930
 DG3930                         *CURRENT SURVEY CONTROL
 DG3930  ___________________________________________________________________
 DG3930* NAD 83(1986)-  15 14 20.     (N)    214 14 40.     (W)     SCALED    
 DG3930* NMVD03      -         6.336  (meters)      20.79   (feet)  ADJUSTED  
 DG3930  ___________________________________________________________________
 DG3930  GEOID HEIGHT-          53.04  (meters)                     EGM96
 DG3930
 DG3930  VERT ORDER  -  FIRST     CLASS II
 DG3930
 DG3930.The horizontal coordinates were scaled from a topographic map and have
 DG3930.an estimated accuracy of +/- 6 seconds.
 DG3930
 DG3930.The orthometric height was determined by differential leveling
 DG3930.and adjusted by the National Geodetic Survey in October 2004..
 DG3930
 DG3930.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3930.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3930
 DG3930                          SUPERSEDED SURVEY CONTROL
 DG3930
 DG3930.No superseded survey control is available for this station.
 DG3930
 DG3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS663851(NAD 83)
 DG3930_MARKER: DV = VERTICAL CONTROL DISK
 DG3930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3930_SP_SET: BOX CULVERT
 DG3930_STAMPING: SATO 2 2003
 DG3930_MARK LOGO: NGS   
 DG3930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3930+STABILITY: SURFACE MOTION
 DG3930
 DG3930  HISTORY     - Date     Condition        Report By
 DG3930  HISTORY     - 2003     MONUMENTED       NGS
 DG3930
 DG3930                          STATION DESCRIPTION
 DG3930
 DG3930'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3930'THE STATION IS LOCATED IN TANAPAG VILLAGE ON THE ISLAND OF SAIPAN,
 DG3930'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3930'BEACH ROAD AND CAPITAL HILL ROAD PROCEED NORTH 0.6 MILES (1.0 KM) ON
 DG3930'WEST COAST HIGHWAY 1.3 MILES (2.1 KM) TO THE MARK.  THE MARK IS
 DG3930'LOCATED ON THE RIGHT SIDE OF THE ROAD OR WEST SIDE.  THE STATION IS A
 DG3930'STANDARD NGS BENCH MARK DISK SET IN THE HEADWALL OF A DOUBLE BOX
 DG3930'CULVERT, 15.0 METERS (49.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 DG3930'ROAD, 3.0 METERS (9.8 FT) SOUTHEAST OF EDGE OF ROAD, 25.0 METERS (82.0
 DG3930'FT) SOUTHEAST FROM THE CENTER ISLAND, AND 18.0 METERS (59.1 FT)
 DG3930'SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3929 ***********************************************************************
 DG3929  DESIGNATION -  SATO 3
 DG3929  PID         -  DG3929
 DG3929  STATE/COUNTY-  CQ/
 DG3929  USGS QUAD   -  
 DG3929
 DG3929                         *CURRENT SURVEY CONTROL
 DG3929  ___________________________________________________________________
 DG3929* NAD 83(1986)-  15 14 33.     (N)    214 14 17.     (W)     SCALED    
 DG3929* NMVD03      -        11.507  (meters)      37.75   (feet)  ADJUSTED  
 DG3929  ___________________________________________________________________
 DG3929  GEOID HEIGHT-          53.01  (meters)                     EGM96
 DG3929
 DG3929  VERT ORDER  -  FIRST     CLASS II
 DG3929
 DG3929.The horizontal coordinates were scaled from a topographic map and have
 DG3929.an estimated accuracy of +/- 6 seconds.
 DG3929
 DG3929.The orthometric height was determined by differential leveling
 DG3929.and adjusted by the National Geodetic Survey in October 2004..
 DG3929
 DG3929.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3929.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3929
 DG3929                          SUPERSEDED SURVEY CONTROL
 DG3929
 DG3929.No superseded survey control is available for this station.
 DG3929
 DG3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS670855(NAD 83)
 DG3929_MARKER: DV = VERTICAL CONTROL DISK
 DG3929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3929_SP_SET: HEADWALL
 DG3929_STAMPING: SATO 3 2003
 DG3929_MARK LOGO: NGS   
 DG3929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3929+STABILITY: SURFACE MOTION
 DG3929
 DG3929  HISTORY     - Date     Condition        Report By
 DG3929  HISTORY     - 2003     MONUMENTED       NGS
 DG3929
 DG3929                          STATION DESCRIPTION
 DG3929
 DG3929'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3929'THE STATION IS LOCATED IN ACHUGAO AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3929'TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH
 DG3929'ROAD AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 1.8
 DG3929'MILE (2.9 KM) TO THE MARK AND 0.2 MILE (0.3 KM) NORTH OF A MOBIL GAS
 DG3929'STATION.  THE MARK IS LOCATED ON THE RIGHT SIDE OF THE ROAD OR THE
 DG3929'WEST SIDE.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET ON THE
 DG3929'TOP OF A HEADWALL, 9.5 METERS (31.2 FT) SOUTHEAST FROM THE CENTERLINE
 DG3929'OF THE ROAD, 5.0 METERS (16.4 FT) SOUTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3928 ***********************************************************************
 DG3928  DESIGNATION -  SATO 4
 DG3928  PID         -  DG3928
 DG3928  STATE/COUNTY-  CQ/
 DG3928  USGS QUAD   -  
 DG3928
 DG3928                         *CURRENT SURVEY CONTROL
 DG3928  ___________________________________________________________________
 DG3928* NAD 83(1986)-  15 14 53.     (N)    214 13 39.     (W)     SCALED    
 DG3928* NMVD03      -         7.554  (meters)      24.78   (feet)  ADJUSTED  
 DG3928  ___________________________________________________________________
 DG3928  GEOID HEIGHT-          52.95  (meters)                     EGM96
 DG3928
 DG3928  VERT ORDER  -  FIRST     CLASS II
 DG3928
 DG3928.The horizontal coordinates were scaled from a topographic map and have
 DG3928.an estimated accuracy of +/- 6 seconds.
 DG3928
 DG3928.The orthometric height was determined by differential leveling
 DG3928.and adjusted by the National Geodetic Survey in October 2004..
 DG3928
 DG3928.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3928.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3928
 DG3928                          SUPERSEDED SURVEY CONTROL
 DG3928
 DG3928.No superseded survey control is available for this station.
 DG3928
 DG3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS681861(NAD 83)
 DG3928_MARKER: DV = VERTICAL CONTROL DISK
 DG3928_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3928+WITH SETTING: PAVEMENT
 DG3928_SP_SET: SIGN BASE
 DG3928_STAMPING: SATO 4 2003
 DG3928_MARK LOGO: NGS   
 DG3928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3928+STABILITY: SURFACE MOTION
 DG3928
 DG3928  HISTORY     - Date     Condition        Report By
 DG3928  HISTORY     - 2003     MONUMENTED       NGS
 DG3928
 DG3928                          STATION DESCRIPTION
 DG3928
 DG3928'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3928'THE STATION IS LOCATED IN SAN ROQUE AREA ON THE ISLAND OF SAIPAN,
 DG3928'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3928'BEACH ROAD AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY
 DG3928'2.5 MILES (4.0 KM) TO THE MARK AT THE SHELL GAS STATION ON THE RIGHT
 DG3928'SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET
 DG3928'ON THE TOP OF A SIGN BASE 5.0 METERS (16.4 FT) SOUTHEAST FROM A POWER
 DG3928'POLE, 10.0 METERS (32.8 FT) NORTHEAST FROM THE TRAFFIC SIGN, 2.8
 DG3928'METERS (9.2 FT) SOUTHWEST FROM THE TELEPHONE BOX, AND 9.4 METERS (30.8
 DG3928'FT) NORTHEAST OF THE EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3927 ***********************************************************************
 DG3927  DESIGNATION -  SATO 5
 DG3927  PID         -  DG3927
 DG3927  STATE/COUNTY-  CQ/
 DG3927  USGS QUAD   -  
 DG3927
 DG3927                         *CURRENT SURVEY CONTROL
 DG3927  ___________________________________________________________________
 DG3927* NAD 83(1986)-  15 15 15.     (N)    214 13 07.     (W)     SCALED    
 DG3927* NMVD03      -        18.720  (meters)      61.42   (feet)  ADJUSTED  
 DG3927  ___________________________________________________________________
 DG3927  GEOID HEIGHT-          52.90  (meters)                     EGM96
 DG3927
 DG3927  VERT ORDER  -  FIRST     CLASS II
 DG3927
 DG3927.The horizontal coordinates were scaled from a topographic map and have
 DG3927.an estimated accuracy of +/- 6 seconds.
 DG3927
 DG3927.The orthometric height was determined by differential leveling
 DG3927.and adjusted by the National Geodetic Survey in October 2004..
 DG3927
 DG3927.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3927.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3927
 DG3927                          SUPERSEDED SURVEY CONTROL
 DG3927
 DG3927.No superseded survey control is available for this station.
 DG3927
 DG3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS691868(NAD 83)
 DG3927_MARKER: DV = VERTICAL CONTROL DISK
 DG3927_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3927_SP_SET: HEADWALL
 DG3927_STAMPING: SATO 5 2003
 DG3927_MARK LOGO: NGS   
 DG3927_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3927+STABILITY: SURFACE MOTION
 DG3927
 DG3927  HISTORY     - Date     Condition        Report By
 DG3927  HISTORY     - 2003     MONUMENTED       NGS
 DG3927
 DG3927                          STATION DESCRIPTION
 DG3927
 DG3927'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3927'THE STATION IS LOCATED IN AS MATUIS AREA ON THE ISLAND OF SAIPAN,
 DG3927'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR
 DG3927'BEACH ROAD AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY
 DG3927'3.3 MILES (5.3 KM) TO THE MARK ON THE RIGHT SIDE OF THE ROAD.  THE
 DG3927'STATION IS A STANDARD NGS BENCH MARK DISK SET ON THE TOP OF A
 DG3927'HEADWALL, 12.4 METERS (40.7 FT) SOUTHWEST FROM A TELEPHONE BOX, 9.2
 DG3927'METERS (30.2 FT) NORTHWEST FROM STOP SIGN, 8.00 METERS (26.25 FT)
 DG3927'NORTHWEST FROM POWER POLE, 4.5 METERS (14.8 FT) SOUTHEAST FROM THE
 DG3927'EDGE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3926 ***********************************************************************
 DG3926  DESIGNATION -  SATO 6
 DG3926  PID         -  DG3926
 DG3926  STATE/COUNTY-  CQ/
 DG3926  USGS QUAD   -  
 DG3926
 DG3926                         *CURRENT SURVEY CONTROL
 DG3926  ___________________________________________________________________
 DG3926* NAD 83(2002)-  15 15 49.80249(N)    214 12 40.60510(W)     ADJUSTED  
 DG3926* NMVD03      -        26.030  (meters)      85.40   (feet)  ADJUSTED  
 DG3926  ___________________________________________________________________
 DG3926  EPOCH DATE  -        2002.00
 DG3926  X           -  -5,089,706.743 (meters)                     COMP
 DG3926  Y           -   3,460,426.040 (meters)                     COMP
 DG3926  Z           -   1,668,302.214 (meters)                     COMP
 DG3926  ELLIP HEIGHT-          80.05  (meters)          (06/14/04) GPS OBS
 DG3926  GEOID HEIGHT-          52.88  (meters)                     EGM96
 DG3926
 DG3926  HORZ ORDER  -  A
 DG3926  VERT ORDER  -  FIRST     CLASS II
 DG3926  ELLP ORDER  -  SECOND    CLASS I
 DG3926
 DG3926.The horizontal coordinates were established by GPS observations
 DG3926.and adjusted by the National Geodetic Survey in June 2004..
 DG3926.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3926.DATUM ITEM on the data sheet items page.
 DG3926.The horizontal coordinates are valid at the epoch date displayed above.
 DG3926.The epoch date for horizontal control is a decimal equivalence
 DG3926.of Year/Month/Day.
 DG3926
 DG3926.The orthometric height was determined by differential leveling
 DG3926.and adjusted by the National Geodetic Survey in October 2004..
 DG3926
 DG3926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3926
 DG3926.The ellipsoidal height was determined by GPS observations
 DG3926.and is referenced to NAD 83.
 DG3926
 DG3926.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3926.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3926
 DG3926;                    North         East     Units Scale Factor Converg.
 DG3926;UTM  55      - 1,687,869.543   369,931.080   MT  0.99980923   -0 19 08.2
 DG3926
 DG3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3926!UTM  55      -   0.99998741  x   0.99980923  =   0.99979665
 DG3926
 DG3926                          SUPERSEDED SURVEY CONTROL
 DG3926
 DG3926.No superseded survey control is available for this station.
 DG3926
 DG3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6993187870(NAD 83)
 DG3926_MARKER: DV = VERTICAL CONTROL DISK
 DG3926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3926_STAMPING: SATO 6 2003
 DG3926_MARK LOGO: NGS   
 DG3926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3926+STABILITY: SURFACE MOTION
 DG3926
 DG3926  HISTORY     - Date     Condition        Report By
 DG3926  HISTORY     - 2003     MONUMENTED       NGS
 DG3926
 DG3926                          STATION DESCRIPTION
 DG3926
 DG3926'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3926'THE STATION IS LOCATED IN MARPI AREA ON THE ISLAND OF SAIPAN, CNMI. TO
 DG3926'REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD AND BEACH ROAD
 DG3926'AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 4.1 MILES
 DG3926'(6.6 KM) TO THE MARK ON THE RIGHT SIDE OF THE ROAD AT THE BOTTOM OF
 DG3926'KAN PACIFIC GOLF COURSE.  THE STATION IS A STANDARD NGS BENCH MARK
 DG3926'DISK SET IN CONCRETE POST AT THE TOP OF SMALL HILL, 3.0 METERS (9.8
 DG3926'FT) SOUTHEAST OF CABLE BOX, 25.0 METERS (82.0 FT) SOUTHEAST OF THE
 DG3926'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3925 ***********************************************************************
 DG3925  DESIGNATION -  SATO 7
 DG3925  PID         -  DG3925
 DG3925  STATE/COUNTY-  CQ/
 DG3925  USGS QUAD   -  
 DG3925
 DG3925                         *CURRENT SURVEY CONTROL
 DG3925  ___________________________________________________________________
 DG3925* NAD 83(1986)-  15 16 19.     (N)    214 12 17.     (W)     SCALED    
 DG3925* NMVD03      -        33.980  (meters)     111.48   (feet)  ADJUSTED  
 DG3925  ___________________________________________________________________
 DG3925  GEOID HEIGHT-          52.86  (meters)                     EGM96
 DG3925
 DG3925  VERT ORDER  -  FIRST     CLASS II
 DG3925
 DG3925.The horizontal coordinates were scaled from a topographic map and have
 DG3925.an estimated accuracy of +/- 6 seconds.
 DG3925
 DG3925.The orthometric height was determined by differential leveling
 DG3925.and adjusted by the National Geodetic Survey in October 2004..
 DG3925
 DG3925.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3925.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3925
 DG3925                          SUPERSEDED SURVEY CONTROL
 DG3925
 DG3925.No superseded survey control is available for this station.
 DG3925
 DG3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS706887(NAD 83)
 DG3925_MARKER: DV = VERTICAL CONTROL DISK
 DG3925_SETTING: 66 = SET IN ROCK OUTCROP
 DG3925_STAMPING: SATO 7 2003
 DG3925_MARK LOGO: NGS   
 DG3925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG3925+STABILITY: POSITION/ELEVATION WELL
 DG3925
 DG3925  HISTORY     - Date     Condition        Report By
 DG3925  HISTORY     - 2003     MONUMENTED       NGS
 DG3925
 DG3925                          STATION DESCRIPTION
 DG3925
 DG3925'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3925'THE STATION IS LOCATED IN MARPI AREA ON THE ISLAND OF SAIPAN, CNMI. TO
 DG3925'REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD
 DG3925'AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 4.8 MILES
 DG3925'(7.7 KM) TO THE MARK ON THE RIGHT SIDE OF THE ROAD.  THE STATION IS A
 DG3925'STANDARD NGS BENCH MARK DISK SET IN BEDROCK FLUSH WITH THE GROUND,
 DG3925'10.5 METERS (34.4 FT) SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 7.00
 DG3925'METERS (22.97 FT) SOUTHEAST FROM THE EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3924 ***********************************************************************
 DG3924  DESIGNATION -  SATO 8
 DG3924  PID         -  DG3924
 DG3924  STATE/COUNTY-  CQ/
 DG3924  USGS QUAD   -  
 DG3924
 DG3924                         *CURRENT SURVEY CONTROL
 DG3924  ___________________________________________________________________
 DG3924* NAD 83(1986)-  15 16 41.     (N)    214 11 56.     (W)     SCALED    
 DG3924* NMVD03      -        44.875  (meters)     147.23   (feet)  ADJUSTED  
 DG3924  ___________________________________________________________________
 DG3924  GEOID HEIGHT-          52.83  (meters)                     EGM96
 DG3924
 DG3924  VERT ORDER  -  FIRST     CLASS II
 DG3924
 DG3924.The horizontal coordinates were scaled from a topographic map and have
 DG3924.an estimated accuracy of +/- 6 seconds.
 DG3924
 DG3924.The orthometric height was determined by differential leveling
 DG3924.and adjusted by the National Geodetic Survey in October 2004..
 DG3924
 DG3924.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3924.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3924
 DG3924                          SUPERSEDED SURVEY CONTROL
 DG3924
 DG3924.No superseded survey control is available for this station.
 DG3924
 DG3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS712894(NAD 83)
 DG3924_MARKER: DV = VERTICAL CONTROL DISK
 DG3924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3924_STAMPING: SATO 8 2003
 DG3924_MARK LOGO: NGS   
 DG3924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3924+STABILITY: SURFACE MOTION
 DG3924
 DG3924  HISTORY     - Date     Condition        Report By
 DG3924  HISTORY     - 2003     MONUMENTED       NGS
 DG3924
 DG3924                          STATION DESCRIPTION
 DG3924
 DG3924'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3924'THE STATION IS LOCATED IN MARPI AREA ON THE ISLAND OF SAIPAN, CNMI. TO
 DG3924'REACH THE STATION THE INTERSECTION OF PUERTO ROAD OR BEACH ROAD AND
 DG3924'CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 5.4 MILES (8.7
 DG3924'KM) TO THE MARK ON THE RIGHT SIDE OF THE ROAD.  THE STATION IS A
 DG3924'STANDARD NGS BENCH MARK SET IN CONCRETE POST FLUSH WITH THE GROUND,
 DG3924'8.10 METERS (26.57 FT) SOUTHEAST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3923 ***********************************************************************
 DG3923  DESIGNATION -  SATO 9
 DG3923  PID         -  DG3923
 DG3923  STATE/COUNTY-  CQ/
 DG3923  USGS QUAD   -  
 DG3923
 DG3923                         *CURRENT SURVEY CONTROL
 DG3923  ___________________________________________________________________
 DG3923* NAD 83(1986)-  15 16 48.     (N)    214 11 32.     (W)     SCALED    
 DG3923* NMVD03      -        50.159  (meters)     164.56   (feet)  ADJUSTED  
 DG3923  ___________________________________________________________________
 DG3923  GEOID HEIGHT-          52.79  (meters)                     EGM96
 DG3923
 DG3923  VERT ORDER  -  FIRST     CLASS II
 DG3923
 DG3923.The horizontal coordinates were scaled from a topographic map and have
 DG3923.an estimated accuracy of +/- 6 seconds.
 DG3923
 DG3923.The orthometric height was determined by differential leveling
 DG3923.and adjusted by the National Geodetic Survey in October 2004..
 DG3923
 DG3923.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3923.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3923
 DG3923                          SUPERSEDED SURVEY CONTROL
 DG3923
 DG3923.No superseded survey control is available for this station.
 DG3923
 DG3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS719896(NAD 83)
 DG3923_MARKER: DV = VERTICAL CONTROL DISK
 DG3923_SETTING: 66 = SET IN ROCK OUTCROP
 DG3923_STAMPING: SATO 9 2003
 DG3923_MARK LOGO: NGS   
 DG3923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG3923+STABILITY: POSITION/ELEVATION WELL
 DG3923
 DG3923  HISTORY     - Date     Condition        Report By
 DG3923  HISTORY     - 2003     MONUMENTED       NGS
 DG3923
 DG3923                          STATION DESCRIPTION
 DG3923
 DG3923'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3923'THE STATION IS LOCATED IN MARPI VILLAGE ON THE ISLAND OF SAIPAN, CNMI.
 DG3923'TO REACH THE STATION FROM THE INTERSECTION OF PUERTO ROAD OR BEACH
 DG3923'ROAD AND CAPITAL HILL ROAD PROCEED NORTH ON WEST COAST HIGHWAY 6.0
 DG3923'MILES (9.7 KM) JUST PASS THE JAPANESE MEMORIAL PARK TO THE MARK ON THE
 DG3923'RIGHT SIDE OF THE ROAD.  THE STATION IS A STANDARD NGS BENCH MARK DISK
 DG3923'SET IN BEDROCK ABOUT 6 INCHES ABOVE THE GROUND, 2 FEET (0.6 M)
 DG3923'NORTHWEST FROM THE SIDEWALK, 24.0 FEET (7.3 M) NORTHWEST FROM THE
 DG3923'PAVED ROAD, 62.0 FEET (18.9 M) NORTHWEST TO COCONUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4105 ***********************************************************************
 DG4105  DESIGNATION -  SEABEE
 DG4105  PID         -  DG4105
 DG4105  STATE/COUNTY-  CQ/
 DG4105  USGS QUAD   -  
 DG4105
 DG4105                         *CURRENT SURVEY CONTROL
 DG4105  ___________________________________________________________________
 DG4105* NAD 83(1986)-  15 01 00.     (N)    214 23 24.     (W)     SCALED    
 DG4105* NMVD03      -        74.033  (meters)     242.89   (feet)  ADJUSTED  
 DG4105  ___________________________________________________________________
 DG4105  GEOID HEIGHT-          53.62  (meters)                     EGM96
 DG4105
 DG4105  VERT ORDER  -  FIRST     CLASS II
 DG4105
 DG4105.The horizontal coordinates were scaled from a topographic map and have
 DG4105.an estimated accuracy of +/- 6 seconds.
 DG4105
 DG4105.The orthometric height was determined by differential leveling
 DG4105.and adjusted by the National Geodetic Survey in October 2004..
 DG4105.No vertical observational check was made to the station.
 DG4105
 DG4105.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4105.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4105
 DG4105                          SUPERSEDED SURVEY CONTROL
 DG4105
 DG4105.No superseded survey control is available for this station.
 DG4105
 DG4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS505606(NAD 83)
 DG4105_MARKER: DV = VERTICAL CONTROL DISK
 DG4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4105_STAMPING: SEABEE 2003
 DG4105_MARK LOGO: NGS   
 DG4105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4105+STABILITY: SURFACE MOTION
 DG4105
 DG4105  HISTORY     - Date     Condition        Report By
 DG4105  HISTORY     - 2003     MONUMENTED       CNMI
 DG4105
 DG4105                          STATION DESCRIPTION
 DG4105
 DG4105'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4105'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE KAHET AREA ON THE
 DG4105'ISLAND OF TINIAN, CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF
 DG4105'THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4 MILES
 DG4105'(2.3 KM) TO THE INTERSECTION.  PROCEED WEST AT THE INTERSECTION FOR
 DG4105'1.6 MILES (2.6 KM) TO THE INTERSECTION OF 8TH AVENUE AND THE SEABEE
 DG4105'MONUMENT ON THE NORTHWEST SIDE OF THE INTERSECTION.  THE STATION IS A
 DG4105'STANDARD NGS BENCH MARK SET ON THE TOP OF BASE OF THE MONUMENT 6
 DG4105'INCHES ABOVE THE GROUND.  THE MARK IS 2.2 METERS (7.2 FT) NORTHEAST OF
 DG4105'A FLAGPOLE, 12.4 METERS (40.7 FT) NORTHWEST OF SEABEE SIGN 107
 DG4105'MONUMENT, IN THE NORTHERN MOST CORNER OF THE CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4415 ***********************************************************************
 AA4415  FBN         -  This is a Federal Base Network Control Station.
 AA4415  DESIGNATION -  SPN A
 AA4415  PID         -  AA4415
 AA4415  STATE/COUNTY-  CQ/
 AA4415  USGS QUAD   -  
 AA4415
 AA4415                         *CURRENT SURVEY CONTROL
 AA4415  ___________________________________________________________________
 AA4415* NAD 83(2002)-  15 06 56.52359(N)    214 17 00.35997(W)     ADJUSTED  
 AA4415* NMVD03      -        62.989  (meters)     206.66   (feet)  ADJUSTED  
 AA4415  ___________________________________________________________________
 AA4415  EPOCH DATE  -        2002.00
 AA4415  X           -  -5,088,923.224 (meters)                     COMP
 AA4415  Y           -   3,469,272.352 (meters)                     COMP
 AA4415  Z           -   1,652,493.381 (meters)                     COMP
 AA4415  ELLIP HEIGHT-         117.31  (meters)          (06/14/04) GPS OBS
 AA4415  GEOID HEIGHT-          53.01  (meters)                     EGM96
 AA4415
 AA4415  HORZ ORDER  -  A
 AA4415  VERT ORDER  -  FIRST     CLASS II
 AA4415  ELLP ORDER  -  SECOND    CLASS I
 AA4415
 AA4415.The horizontal coordinates were established by GPS observations
 AA4415.and adjusted by the National Geodetic Survey in June 2004..
 AA4415.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA4415.DATUM ITEM on the data sheet items page.
 AA4415.The horizontal coordinates are valid at the epoch date displayed above.
 AA4415.The epoch date for horizontal control is a decimal equivalence
 AA4415.of Year/Month/Day.
 AA4415
 AA4415.The orthometric height was determined by differential leveling
 AA4415.and adjusted by the National Geodetic Survey in October 2004..
 AA4415
 AA4415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4415
 AA4415.The ellipsoidal height was determined by GPS observations
 AA4415.and is referenced to NAD 83.
 AA4415
 AA4415.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4415.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4415
 AA4415;                    North         East     Units Scale Factor Converg.
 AA4415;UTM  55      - 1,671,525.948   362,085.771   MT  0.99983524   -0 20 05.0
 AA4415
 AA4415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4415!UTM  55      -   0.99998155  x   0.99983524  =   0.99981680
 AA4415
 AA4415                          SUPERSEDED SURVEY CONTROL
 AA4415
 AA4415  NAD 83(1993)-  15 06 56.52926(N)    214 17 00.34027(W) AD(1993.62) A
 AA4415  ELLIP H (11/30/94)  118.02   (m)                       GP(1993.62) 3 2
 AA4415
 AA4415.Superseded values are not recommended for survey control.
 AA4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4415.See file dsdata.txt to determine how the superseded data were derived.
 AA4415
 AA4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6208671526(NAD 83)
 AA4415_MARKER: DV = VERTICAL CONTROL DISK
 AA4415_SETTING: 66 = SET IN ROCK OUTCROP
 AA4415_SP_SET: ROCK OUTCROP
 AA4415_STAMPING: SPN A 1993
 AA4415_MARK LOGO: NGS   
 AA4415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4415+STABILITY: POSITION/ELEVATION WELL
 AA4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4415+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4415
 AA4415  HISTORY     - Date     Condition        Report By
 AA4415  HISTORY     - 1993     MONUMENTED       NOS
 AA4415  HISTORY     - 20030528 GOOD             NGS
 AA4415
 AA4415                          STATION DESCRIPTION
 AA4415
 AA4415'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4415'THE STATION IS LOCATED ON THE SAIPAN INTERNATIONAL AIRPORT ON THE
 AA4415'ISLAND OF SAIPAN, COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. THE
 AA4415'STATION IS SET AT THE SOUTHWEST END OF THE RUNWAY.  THE STATION IS 240
 AA4415'FT (73.2 M) FROM THE TAXIWAY ON A SMALL HILL AREA.  IT IS 190 FT (57.9
 AA4415'M) SOUTH OF THE FENCE AT 90 DEGREES TO THE FENCE AND 265 FT (80.8 M)
 AA4415'SOUTHEAST FROM AN OUTSIDE FENCE CORNER.  IT IS LOCATED 332 FT (101.2
 AA4415'M) FROM THE OUTSIDE CORNER OF THE INTERSECTION OF TAXIWAY A AND
 AA4415'TAXIWAY B.  THE STATION IS CEMENTED INTO A CORAL OUTCROPPING AND IS
 AA4415'STAMPED -SPN A 1993-.
 AA4415
 AA4415                          STATION RECOVERY (2003)
 AA4415
 AA4415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JP)
 AA4415'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4416 ***********************************************************************
 AA4416  DESIGNATION -  SPN B
 AA4416  PID         -  AA4416
 AA4416  STATE/COUNTY-  CQ/
 AA4416  USGS QUAD   -  
 AA4416
 AA4416                         *CURRENT SURVEY CONTROL
 AA4416  ___________________________________________________________________
 AA4416* NAD 83(1993)-  15 07 00.38647(N)    214 16 22.65205(W)     ADJUSTED  
 AA4416* LOCAL TIDAL -        65.     (meters)     213.     (feet)  GPS OBS   
 AA4416  ___________________________________________________________________
 AA4416  EPOCH DATE  -        1993.62
 AA4416  X           -  -5,089,533.919 (meters)                     COMP
 AA4416  Y           -   3,468,325.992 (meters)                     COMP
 AA4416  Z           -   1,652,608.704 (meters)                     COMP
 AA4416  ELLIP HEIGHT-         119.99  (meters)          (11/30/94) GPS OBS
 AA4416  GEOID HEIGHT-          52.93  (meters)                     EGM96
 AA4416
 AA4416  HORZ ORDER  -  FIRST
 AA4416  ELLP ORDER  -  FIFTH     CLASS I
 AA4416
 AA4416.The horizontal coordinates were established by GPS observations
 AA4416.and adjusted by the National Geodetic Survey in November 1994..
 AA4416.No horizontal observational check was made to the station.
 AA4416.The horizontal coordinates are valid at the epoch date displayed above.
 AA4416.The epoch date for horizontal control is a decimal equivalence
 AA4416.of Year/Month/Day.
 AA4416
 AA4416.The orthometric height was determined by GPS observations and a
 AA4416.high-resolution geoid model.
 AA4416.No vertical observational check was made to the station.
 AA4416
 AA4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4416
 AA4416.The ellipsoidal height was determined by GPS observations
 AA4416.and is referenced to NAD 83.
 AA4416
 AA4416.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4416.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4416
 AA4416;                    North         East     Units Scale Factor Converg.
 AA4416;UTM  55      - 1,671,638.106   363,212.174   MT  0.99983141   -0 19 55.3
 AA4416
 AA4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4416!UTM  55      -   0.99998113  x   0.99983141  =   0.99981255
 AA4416
 AA4416                          SUPERSEDED SURVEY CONTROL
 AA4416
 AA4416.No superseded survey control is available for this station.
 AA4416
 AA4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6321271638(NAD 83)
 AA4416_MARKER: DV = VERTICAL CONTROL DISK
 AA4416_SETTING: 66 = SET IN ROCK OUTCROP
 AA4416_SP_SET: ROCK OUTCROP
 AA4416_STAMPING: SPN B 1993
 AA4416_MARK LOGO: NGS   
 AA4416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4416+STABILITY: POSITION/ELEVATION WELL
 AA4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4416+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4416
 AA4416  HISTORY     - Date     Condition        Report By
 AA4416  HISTORY     - 1993     MONUMENTED       NOS
 AA4416  HISTORY     - 20030528 GOOD             NGS
 AA4416
 AA4416                          STATION DESCRIPTION
 AA4416
 AA4416'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4416'THE STATION IS ON SAIPAN INTERNATIONAL AIRPORT ON THE ISLAND OF
 AA4416'SAIPAN, COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. THE STATION IS
 AA4416'SET AT THE SOUTH SIDE OF THE RUNWAY OPPOSIT TAXIWAY C.  THE STATION IS
 AA4416'310 FT (94.5 M) FROM THE SOUTH EDGE OF THE RUNWAY, 190 FT (57.9 M)
 AA4416'NORTH OF THE FENCE AT 90 DEGREES TO THE FENCE.  THE STATION IS 307 FT
 AA4416'(93.6 M) FROM THE 3000 FT (914.4 M) MARKER.  THE STATION IS CEMENTED
 AA4416'IN A DRILL HOLE IN A CORAL OUTCROPPING AND IS STAMPED -SPN B 1993-.
 AA4416
 AA4416                          STATION RECOVERY (2003)
 AA4416
 AA4416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JP)
 AA4416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4417 ***********************************************************************
 AA4417  DESIGNATION -  SPN C
 AA4417  PID         -  AA4417
 AA4417  STATE/COUNTY-  CQ/
 AA4417  USGS QUAD   -  
 AA4417
 AA4417                         *CURRENT SURVEY CONTROL
 AA4417  ___________________________________________________________________
 AA4417* NAD 83(1993)-  15 07 20.92757(N)    214 15 26.76440(W)     ADJUSTED  
 AA4417* LOCAL TIDAL -        67.     (meters)     220.     (feet)  GPS OBS   
 AA4417  ___________________________________________________________________
 AA4417  EPOCH DATE  -        1993.62
 AA4417  X           -  -5,090,339.018 (meters)                     COMP
 AA4417  Y           -   3,466,855.274 (meters)                     COMP
 AA4417  Z           -   1,653,218.753 (meters)                     COMP
 AA4417  ELLIP HEIGHT-         122.06  (meters)          (11/30/94) GPS OBS
 AA4417  GEOID HEIGHT-          52.81  (meters)                     EGM96
 AA4417
 AA4417  HORZ ORDER  -  FIRST
 AA4417  ELLP ORDER  -  FIFTH     CLASS I
 AA4417
 AA4417.The horizontal coordinates were established by GPS observations
 AA4417.and adjusted by the National Geodetic Survey in November 1994..
 AA4417.No horizontal observational check was made to the station.
 AA4417.The horizontal coordinates are valid at the epoch date displayed above.
 AA4417.The epoch date for horizontal control is a decimal equivalence
 AA4417.of Year/Month/Day.
 AA4417
 AA4417.The orthometric height was determined by GPS observations and a
 AA4417.high-resolution geoid model.
 AA4417.No vertical observational check was made to the station.
 AA4417
 AA4417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4417
 AA4417.The ellipsoidal height was determined by GPS observations
 AA4417.and is referenced to NAD 83.
 AA4417
 AA4417.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4417.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4417
 AA4417;                    North         East     Units Scale Factor Converg.
 AA4417;UTM  55      - 1,672,259.728   364,884.216   MT  0.99982579   -0 19 41.1
 AA4417
 AA4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4417!UTM  55      -   0.99998081  x   0.99982579  =   0.99980660
 AA4417
 AA4417                          SUPERSEDED SURVEY CONTROL
 AA4417
 AA4417.No superseded survey control is available for this station.
 AA4417
 AA4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6488472260(NAD 83)
 AA4417_MARKER: DV = VERTICAL CONTROL DISK
 AA4417_SETTING: 66 = SET IN ROCK OUTCROP
 AA4417_SP_SET: UNSPECIFIED ROCK
 AA4417_STAMPING: SPN C 1993
 AA4417_MARK LOGO: NOS   
 AA4417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA4417+STABILITY: POSITION/ELEVATION WELL
 AA4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4417+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4417
 AA4417  HISTORY     - Date     Condition        Report By
 AA4417  HISTORY     - 1993     MONUMENTED       NOS
 AA4417  HISTORY     - 20030528 GOOD             NGS
 AA4417
 AA4417                          STATION DESCRIPTION
 AA4417
 AA4417'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4417'THE STATION IS LOCATED ON THE SAIPAN INTERNATIONAL AIRPORT ON THE
 AA4417'ISLAND OF SAIPAN, COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. THE
 AA4417'STATION IS AT THE APPROACH END OF RUNWAY 25. THE STATION IS ON THE
 AA4417'SOUTH SIDE OF THE RUNWAY, 250 FT (76.2 M) PAST THE END OF THE BLAST
 AA4417'PAD AND 79.5 FT (24.2 M) NORTH OF THE FENCE AT A 90 DEGREE ANGLE TO
 AA4417'THE FENCE. THE STATION IS LOCATED 535 FT (163.1 M) FROM THE OUTSIDE
 AA4417'SOUTHWEST CORNER OF THE BLAST PAD.  THE ANGLE FROM THE DISK TO THE
 AA4417'SOUTHWEST CORNER OF THE BLAST PAD IS 323 DEGREES MAG. THE STATION IS
 AA4417'STAMPED -SPN C 1993-.
 AA4417
 AA4417                          STATION RECOVERY (2003)
 AA4417
 AA4417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JP)
 AA4417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4418 ***********************************************************************
 AA4418  DESIGNATION -  SUMMIT 2
 AA4418  PID         -  AA4418
 AA4418  STATE/COUNTY-  CQ/
 AA4418  USGS QUAD   -  
 AA4418
 AA4418                         *CURRENT SURVEY CONTROL
 AA4418  ___________________________________________________________________
 AA4418* NAD 83(1993)-  15 16 37.97037(N)    214 11 33.27047(W)     ADJUSTED  
 AA4418* LOCAL TIDAL -       249.     (meters)     817.     (feet)  GPS OBS   
 AA4418  ___________________________________________________________________
 AA4418  EPOCH DATE  -        1993.62
 AA4418  X           -  -5,090,692.125 (meters)                     COMP
 AA4418  Y           -   3,458,666.502 (meters)                     COMP
 AA4418  Z           -   1,669,789.429 (meters)                     COMP
 AA4418  ELLIP HEIGHT-         303.81  (meters)          (11/30/94) GPS OBS
 AA4418  GEOID HEIGHT-          52.78  (meters)                     EGM96
 AA4418
 AA4418  HORZ ORDER  -  FIRST
 AA4418  ELLP ORDER  -  FIFTH     CLASS I
 AA4418
 AA4418.The horizontal coordinates were established by GPS observations
 AA4418.and adjusted by the National Geodetic Survey in November 1994..
 AA4418.No horizontal observational check was made to the station.
 AA4418.The horizontal coordinates are valid at the epoch date displayed above.
 AA4418.The epoch date for horizontal control is a decimal equivalence
 AA4418.of Year/Month/Day.
 AA4418
 AA4418.The orthometric height was determined by GPS observations and a
 AA4418.high-resolution geoid model.
 AA4418.No vertical observational check was made to the station.
 AA4418
 AA4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4418
 AA4418.The ellipsoidal height was determined by GPS observations
 AA4418.and is referenced to NAD 83.
 AA4418
 AA4418.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4418.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4418
 AA4418;                    North         East     Units Scale Factor Converg.
 AA4418;UTM  55      - 1,689,338.644   371,947.919   MT  0.99980280   -0 18 51.4
 AA4418
 AA4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4418!UTM  55      -   0.99995223  x   0.99980280  =   0.99975504
 AA4418
 AA4418                          SUPERSEDED SURVEY CONTROL
 AA4418
 AA4418              -  15 16 33.28190(N)    214 11 42.08859(W) AD(       ) 2
 AA4418
 AA4418.Superseded values are not recommended for survey control.
 AA4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4418.See file dsdata.txt to determine how the superseded data were derived.
 AA4418
 AA4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS7194889339(NAD 83)
 AA4418_MARKER: DD = SURVEY DISK
 AA4418_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4418+WITH SETTING: PAVEMENT
 AA4418_SP_SET: CONCRETE PAD
 AA4418_STAMPING: SUMMIT 1969
 AA4418_MARK LOGO: USGS  
 AA4418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4418+STABILITY: SURFACE MOTION
 AA4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4418+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 AA4418
 AA4418  HISTORY     - Date     Condition        Report By
 AA4418  HISTORY     - 1969     MONUMENTED       USGS
 AA4418  HISTORY     - 19930806 GOOD             NOS
 AA4418
 AA4418                          STATION DESCRIPTION
 AA4418
 AA4418'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JNT)
 AA4418'LOCATED 5.6 MI. AIRLINE NE. OF CAPITAL HILL, 0.75 MI. SW. OF BANZAI
 AA4418'CLIFF, 0.2 MI. SW. OF SUICIDE CLIFF, ABOUT 40 FT. W. AND 2 FT. LOWER
 AA4418'THAN THE TOP KNOWN LOCALLY AS MOUNT MAGPI.  TO REACH FROM SAN ROQUE
 AA4418'VILLAGE DRIVE N. ON PAVED RD. 3.2 MI. TO THE OLD JAPANESE COMMAND
 AA4418'POST, CONTINUE ON PAVED RD. FOR 0.6 MI. TO T RD., TURN RIGHT AND
 AA4418'FOLLOW CORAL RD. 1.0 MI. TO A CROSSROAD, TURN RIGHT AS PER SIGN
 AA4418'SUICIDE CLIFF AND FOLLOW MAIN TRAVELED RD. FOR 1.0 MI. TO CROSSROAD,
 AA4418'TURN RIGHT AND FOLLOW MAIN TRAVELED RD. IN A NOTHERLY DIRECION FOR
 AA4418'0.75 MI. TO A DIM RD. ON LEFT, TURN LEFT AND FOLLOW DIM RD. FOR 0.05
 AA4418'MI. TO END OF TRUCK TRAVEL.  PACK W. TO TOP.  STATION IS ABOUT 40 FT.
 AA4418'W. OF HIGHEST PART OF TOP.  A 5 MINUTE PACK.  STATION MARK IS A
 AA4418'STANDARD TABLET STAMPED SUMMIT 2 1969 CEMENTED IN DRILL HOLE IN CENTER
 AA4418'OF A 10 FT. BY 10 FT. CONCRETE PAD.
 AA4418'
 AA4418
 AA4418                          STATION RECOVERY (1993)
 AA4418
 AA4418'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4418'THE STATION IS LOCATED ON THE ISLAND OF TINIAN, CNMI, 5.6 MI (9.0 KM)
 AA4418'NE OF CAPITAL HILL, .75 MI (1.21 KM) SW OF SUICIDE CLIFF, 40 FT (12.2
 AA4418'M) W AND 2 FT (0.6 M) LOWER THAN THE TOP KNOWN LOCALLY AS MOUNT MAGPI.
 AA4418'TO REACH FROM SAN ROGUE VILLAGE DRIVE N. ON PAVED ROAD FOR 3.2 MI (5.1
 AA4418'KM) TO THE OLD JAPANESE COMMAND POST, CONTINUE ON PAVED ROAD FOR .6 MI
 AA4418'(1.0 KM) TO T INTERSECTION, TURN RIGHT AND FOLLOW CORAL ROAD FOR 1.0
 AA4418'MI (1.6 KM) TO A CROSS ROAD, TURN AT SIGN SUICIDE CLIFF AND FOLLOW
 AA4418'MAIN TRAVELED ROAD FOR 1 MI (1.6 KM) TO A CROSSROAD, TURN RIGHT AND
 AA4418'FOLLOW MAIN TRAVELED ROAD N FOR .75 MI (1.21 KM) TO A DIM ROAD ON
 AA4418'LEFT, TURN LEFT AND FOLLOW DIM ROAD FOR .05 MI (0.08 KM) TO END OF
 AA4418'TRUCK TRAVEL.  PACK W TO TOP AND STATION. STATION IS A STANDARD DISK
 AA4418'SET IN A 10 FT (3.0 M) BY 10 FT (3.0 M) PAD AND STAMPED -SUMMIT 2
 AA4418'1969-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4403 ***********************************************************************
 AA4403  DESIGNATION -  TAIPINGOT
 AA4403  PID         -  AA4403
 AA4403  STATE/COUNTY-  CQ/
 AA4403  USGS QUAD   -  
 AA4403
 AA4403                         *CURRENT SURVEY CONTROL
 AA4403  ___________________________________________________________________
 AA4403* NAD 83(1993)-  14 07 36.60315(N)    214 52 19.74640(W)     ADJUSTED  
 AA4403* LOCAL TIDAL -       143.     (meters)     469.     (feet)  GPS OBS   
 AA4403  ___________________________________________________________________
 AA4403  EPOCH DATE  -        1993.62
 AA4403  X           -  -5,075,732.641 (meters)                     COMP
 AA4403  Y           -   3,537,213.753 (meters)                     COMP
 AA4403  Z           -   1,546,642.664 (meters)                     COMP
 AA4403  ELLIP HEIGHT-         198.80  (meters)          (11/30/94) GPS OBS
 AA4403  GEOID HEIGHT-          54.62  (meters)                     EGM96
 AA4403
 AA4403  HORZ ORDER  -  FIRST
 AA4403  ELLP ORDER  -  FIFTH     CLASS I
 AA4403
 AA4403.The horizontal coordinates were established by GPS observations
 AA4403.and adjusted by the National Geodetic Survey in November 1994..
 AA4403.No horizontal observational check was made to the station.
 AA4403.The horizontal coordinates are valid at the epoch date displayed above.
 AA4403.The epoch date for horizontal control is a decimal equivalence
 AA4403.of Year/Month/Day.
 AA4403
 AA4403.The orthometric height was determined by GPS observations and a
 AA4403.high-resolution geoid model.
 AA4403.No vertical observational check was made to the station.
 AA4403
 AA4403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4403
 AA4403.The ellipsoidal height was determined by GPS observations
 AA4403.and is referenced to NAD 83.
 AA4403
 AA4403.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4403.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4403
 AA4403;                    North         East     Units Scale Factor Converg.
 AA4403;UTM  55      - 1,562,559.681   297,904.355   MT  1.00010522   -0 27 25.5
 AA4403
 AA4403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4403!UTM  55      -   0.99996874  x   1.00010522  =   1.00007396
 AA4403
 AA4403                          SUPERSEDED SURVEY CONTROL
 AA4403
 AA4403              -  14 07 31.60000(N)    214 52 28.48520(W) AD(       ) 2
 AA4403
 AA4403.Superseded values are not recommended for survey control.
 AA4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4403.See file dsdata.txt to determine how the superseded data were derived.
 AA4403
 AA4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR9790462560(NAD 83)
 AA4403_MARKER: Z = SEE DESCRIPTION
 AA4403_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA4403_SP_SET: PREFAB CONC. BLOCK IN EARTH
 AA4403_MARK LOGO: NONE  
 AA4403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4403+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1993
 AA4403
 AA4403  HISTORY     - Date     Condition        Report By
 AA4403  HISTORY     - 1969     MONUMENTED       USGS
 AA4403  HISTORY     - 19930822 GOOD             NOS
 AA4403
 AA4403                          STATION DESCRIPTION
 AA4403
 AA4403'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JNT)
 AA4403'LOCATED ABOUT 1.5 MI. AIRLINE SW. OF SONGSONG VILLAGE, ABOUT 0.8 MI.
 AA4403'NE. OF HARMON POINT ON THE MOST NORTHERN POINT ON TOP OF A PROMINENT
 AA4403'PLATEAU KNOWN LOCALLY AS TAIPINGOT MOUNTAIN.  TO REACH FROM THE POST
 AA4403'OFFICE IN SONGSONG DRIVE SW. 1.0 MI. TO THE WEST DOCK, TAKE LEFT FORK
 AA4403'AND FOLLOW RD. THROUGH COCONUT GROVE FOR 0.5 MI. TO END OF TRUCK
 AA4403'TRAVEL.  TAKE TRIL AND FOLLOW SW. TO THE TOP OF THE PLATEAU, THENCE
 AA4403'NE. TO THE MOST NOTHERLY POINT AND STAITON MARK.  STATION MARK CENTER
 AA4403'OF 30 CALIBER SHELL CASSING CEMENTED IN TOP OF A 6 INCH CONCRETE PAD.
 AA4403'NOTE, THIS STATION WAS ALSO LISTED AS PP M2 10 2 V BY THE ARMY MAP
 AA4403'SERVICE.
 AA4403'
 AA4403
 AA4403                          STATION RECOVERY (1993)
 AA4403
 AA4403'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4403'THE STATION IS LOCATED ON THE ISLAND OF ROTA, CNMI ABOUT 1.5 MI (2.4
 AA4403'KM) SW OF SONGSONG VILLAGE, ABOUT .8 MI (1.3 KM) NE OF HARNOM POINT ON
 AA4403'THE MOST NORTHERN POINT ON TOP OF A PROMINENT PLATEAU KNOWN AS
 AA4403'TAIPINGOT MOUTAIN. TO REACH FROM THE POST OFFICE IN SONGSONG, DRIVE SW
 AA4403'1 MI (1.6 KM) TO THE WEST DOCK, TAKE LEFT FORK AND FOLLOW RD THROUGH
 AA4403'COCONUT GROVE FOR .5 MI (0.8 KM) TO END OF TRUCK TRAVEL.  TAKE TRAIL
 AA4403'AND FOLLOW SW TO THE TOP OF PLATEAU, THEN NE TO THE NORTHERLY MOST
 AA4403'POINT AND STATION. THE STATION IS THE CENTER OF A 30 CALIBER SHELL
 AA4403'CASING CEMENTED IN THE TOP OF A 6 INCH CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3973 ***********************************************************************
 DG3973  DESIGNATION -  TAM 1
 DG3973  PID         -  DG3973
 DG3973  STATE/COUNTY-  CQ/
 DG3973  USGS QUAD   -  
 DG3973
 DG3973                         *CURRENT SURVEY CONTROL
 DG3973  ___________________________________________________________________
 DG3973* NAD 83(1986)-  15 13 01.     (N)    214 16 30.     (W)     SCALED    
 DG3973* NMVD03      -         1.714  (meters)       5.62   (feet)  ADJUSTED  
 DG3973  ___________________________________________________________________
 DG3973  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3973
 DG3973  VERT ORDER  -  FIRST     CLASS II
 DG3973
 DG3973.The horizontal coordinates were scaled from a topographic map and have
 DG3973.an estimated accuracy of +/- 6 seconds.
 DG3973
 DG3973.The orthometric height was determined by differential leveling
 DG3973.and adjusted by the National Geodetic Survey in October 2004..
 DG3973
 DG3973.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3973.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3973
 DG3973                          SUPERSEDED SURVEY CONTROL
 DG3973
 DG3973.No superseded survey control is available for this station.
 DG3973
 DG3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS630827(NAD 83)
 DG3973_MARKER: DB = BENCH MARK DISK
 DG3973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3973_SP_SET: CULVERT
 DG3973_STAMPING: TAM 1 1969
 DG3973_MARK LOGO: USGS  
 DG3973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3973+STABILITY: SURFACE MOTION
 DG3973
 DG3973  HISTORY     - Date     Condition        Report By
 DG3973  HISTORY     - 1969     MONUMENTED       USGS
 DG3973  HISTORY     - 20030207 GOOD             CNMI
 DG3973
 DG3973                          STATION DESCRIPTION
 DG3973
 DG3973'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3973'THE STATION IS LOCATED IN TANAPAG HARBOR ON THE ISLAND OF SAIPAN,
 DG3973'CNMI.  STATION IS LOCATED ABOUT 1.0 MILE (1.6 KM) SOUTH OF THE TANAPAG
 DG3973'HABOR GATE ALONG BEACH ROAD.  THE STATION IS 18.4 FEET (5.6 M)
 DG3973'NORTHWEST OF THE CENTERLINE OF THE ROAD, 5.3 FEET (1.6 M) WEST OF
 DG3973'SOUTH END OF THE CULVERT.  THE MARK IS A STANDARD TABLET SET IN THE
 DG3973'TOP OF THE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4003 ***********************************************************************
 DG4003  DESIGNATION -  TAM 1
 DG4003  PID         -  DG4003
 DG4003  STATE/COUNTY-  CQ/
 DG4003  USGS QUAD   -  
 DG4003
 DG4003                         *CURRENT SURVEY CONTROL
 DG4003  ___________________________________________________________________
 DG4003* NAD 83(2002)-  14 08 28.50422(N)    214 51 23.66413(W)     ADJUSTED  
 DG4003* NMVD03      -        15.606  (meters)      51.20   (feet)  ADJUSTED  
 DG4003  ___________________________________________________________________
 DG4003  EPOCH DATE  -        2002.00
 DG4003  X           -  -5,076,272.389 (meters)                     COMP
 DG4003  Y           -   3,535,539.772 (meters)                     COMP
 DG4003  Z           -   1,548,158.153 (meters)                     COMP
 DG4003  ELLIP HEIGHT-          70.39  (meters)          (06/14/04) GPS OBS
 DG4003  GEOID HEIGHT-          54.57  (meters)                     EGM96
 DG4003
 DG4003  HORZ ORDER  -  FIRST
 DG4003  VERT ORDER  -  FIRST     CLASS II
 DG4003  ELLP ORDER  -  FOURTH    CLASS II
 DG4003
 DG4003.The horizontal coordinates were established by GPS observations
 DG4003.and adjusted by the National Geodetic Survey in June 2004..
 DG4003.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4003.DATUM ITEM on the data sheet items page.
 DG4003.The horizontal coordinates are valid at the epoch date displayed above.
 DG4003.The epoch date for horizontal control is a decimal equivalence
 DG4003.of Year/Month/Day.
 DG4003
 DG4003.The orthometric height was determined by differential leveling
 DG4003.and adjusted by the National Geodetic Survey in October 2004..
 DG4003.No vertical observational check was made to the station.
 DG4003
 DG4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4003
 DG4003.The ellipsoidal height was determined by GPS observations
 DG4003.and is referenced to NAD 83.
 DG4003
 DG4003.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4003.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4003
 DG4003;                    North         East     Units Scale Factor Converg.
 DG4003;UTM  55      - 1,564,141.522   299,599.169   MT  1.00009678   -0 27 13.5
 DG4003
 DG4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4003!UTM  55      -   0.99998893  x   1.00009678  =   1.00008571
 DG4003
 DG4003|---------------------------------------------------------------------|
 DG4003| PID    Reference Object                     Distance      Geod. Az  |
 DG4003|                                                           dddmmss.s |
 DG4003| DG4014 TIDAL 3                             206.545 METERS 15836     |
 DG4003|---------------------------------------------------------------------|
 DG4003
 DG4003                          SUPERSEDED SURVEY CONTROL
 DG4003
 DG4003.No superseded survey control is available for this station.
 DG4003
 DG4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR9959964142(NAD 83)
 DG4003_MARKER: DB = BENCH MARK DISK
 DG4003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4003_SP_SET: SLAB
 DG4003_STAMPING: TAM 1 1969
 DG4003_MARK LOGO: USGS  
 DG4003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4003
 DG4003  HISTORY     - Date     Condition        Report By
 DG4003  HISTORY     - 1969     MONUMENTED       USGS
 DG4003  HISTORY     - 20030528 GOOD             CNMI
 DG4003
 DG4003                          STATION DESCRIPTION
 DG4003
 DG4003'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG4003'THE STATION IS LOCATED ON ROTA ISLAND OF THE COMMONWEALTH OF THE
 DG4003'NORTHERN MARIANA ISLANDS.  STATION IS LOCATED AT THE OLD POST OFFICE
 DG4003'AND NOW THE POLICE STATION WHICH WAS DESTROYED IN TYPHOON IN 2002, AND
 DG4003'0.2 MILES (0.3 KM) NORTHEAST OF THE NEW ADMINISTRATION BUILDING. THE
 DG4003'STATION 46.8 FEET (14.3 M) NORTHEAST OF THE CENTERLINE OF THE ROAD AND
 DG4003'9.7 METERS (31.8 FT) NORTHEAST OF A UTILITY POLE, SET IN THE SOUTHWEST
 DG4003'CORNER OF CONCRETE SLAB.  THE STATION IS A STANDARD USGS TABLET
 DG4003'STAMPED TAM 1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4419 ***********************************************************************
 AA4419  DESIGNATION -  TAM 10
 AA4419  PID         -  AA4419
 AA4419  STATE/COUNTY-  CQ/
 AA4419  USGS QUAD   -  
 AA4419
 AA4419                         *CURRENT SURVEY CONTROL
 AA4419  ___________________________________________________________________
 AA4419* NAD 83(1993)-  15 07 40.14470(N)    214 17 03.61365(W)     ADJUSTED  
 AA4419* LOCAL TIDAL -        33.     (meters)     108.     (feet)  GPS OBS   
 AA4419  ___________________________________________________________________
 AA4419  EPOCH DATE  -        1993.62
 AA4419  X           -  -5,088,555.965 (meters)                     COMP
 AA4419  Y           -   3,469,139.554 (meters)                     COMP
 AA4419  Z           -   1,653,780.021 (meters)                     COMP
 AA4419  ELLIP HEIGHT-          87.80  (meters)          (11/30/94) GPS OBS
 AA4419  GEOID HEIGHT-          53.05  (meters)                     EGM96
 AA4419
 AA4419  HORZ ORDER  -  FIRST
 AA4419  ELLP ORDER  -  FIFTH     CLASS I
 AA4419
 AA4419.The horizontal coordinates were established by GPS observations
 AA4419.and adjusted by the National Geodetic Survey in November 1994..
 AA4419.No horizontal observational check was made to the station.
 AA4419.The horizontal coordinates are valid at the epoch date displayed above.
 AA4419.The epoch date for horizontal control is a decimal equivalence
 AA4419.of Year/Month/Day.
 AA4419
 AA4419.The orthometric height was determined by GPS observations and a
 AA4419.high-resolution geoid model.
 AA4419.No vertical observational check was made to the station.
 AA4419
 AA4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4419
 AA4419.The ellipsoidal height was determined by GPS observations
 AA4419.and is referenced to NAD 83.
 AA4419
 AA4419.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4419.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4419
 AA4419;                    North         East     Units Scale Factor Converg.
 AA4419;UTM  55      - 1,672,867.014   361,996.478   MT  0.99983555   -0 20 06.8
 AA4419
 AA4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4419!UTM  55      -   0.99998619  x   0.99983555  =   0.99982175
 AA4419
 AA4419                          SUPERSEDED SURVEY CONTROL
 AA4419
 AA4419.No superseded survey control is available for this station.
 AA4419
 AA4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6199672867(NAD 83)
 AA4419_MARKER: DB = BENCH MARK DISK
 AA4419_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA4419+WITH SETTING: PAVEMENT
 AA4419_SP_SET: CONCRETE BASE OF WIND SOCK
 AA4419_STAMPING: TAM 10 1069
 AA4419_MARK LOGO: DI    
 AA4419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4419+STABILITY: SURFACE MOTION
 AA4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4419+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1993
 AA4419
 AA4419  HISTORY     - Date     Condition        Report By
 AA4419  HISTORY     - 1969     MONUMENTED
 AA4419  HISTORY     - 19930814 GOOD             NOS
 AA4419
 AA4419                          STATION DESCRIPTION
 AA4419
 AA4419'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4419'THE STATION IS LOCATED ON THE ABANDONED RUNWAY OF KOEBLER FIELD AT THE
 AA4419'SOUTH END OF SAIPAN, COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. TO
 AA4419'REACH THE STATION FORM THE CENTER OF THE SAIPAN INTERNATIONAL AIRPORT
 AA4419'TERMINAL BUILDING, GO .1 MI (0.2 KM) TO A T-INTERSECTION IN FRONT OF
 AA4419'THE VISITORS CENTER.  TURN LEFT AND GO .2 MI (0.3 KM) TO A ROAD TO THE
 AA4419'RIGHT, TURN RIGHT AND GO .8 MI (1.3 KM) TO A DIRT ROAD LEFT, TURN LEFT
 AA4419'AND GO UP HILL .1 MI (0.2 KM) TO MARK ON RIGHT AT THE NORTHEAST END OF
 AA4419'THE ABANDONED RUNWAY. THE STATION IS A BENCH MARK DISK STAMPED -TAM 10
 AA4419'1969-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4136 ***********************************************************************
 DG4136  DESIGNATION -  TAM 10
 DG4136  PID         -  DG4136
 DG4136  STATE/COUNTY-  CQ/
 DG4136  USGS QUAD   -  
 DG4136
 DG4136                         *CURRENT SURVEY CONTROL
 DG4136  ___________________________________________________________________
 DG4136* NAD 83(2002)-  15 05 00.67680(N)    214 21 54.42795(W)     ADJUSTED  
 DG4136* NMVD03      -        21.894  (meters)      71.83   (feet)  ADJUSTED  
 DG4136  ___________________________________________________________________
 DG4136  EPOCH DATE  -        2002.00
 DG4136  X           -  -5,084,705.154 (meters)                     COMP
 DG4136  Y           -   3,477,025.371 (meters)                     COMP
 DG4136  Z           -   1,649,044.976 (meters)                     COMP
 DG4136  ELLIP HEIGHT-          76.55  (meters)          (06/14/04) GPS OBS
 DG4136  GEOID HEIGHT-          53.55  (meters)                     EGM96
 DG4136
 DG4136  HORZ ORDER  -  A
 DG4136  VERT ORDER  -  FIRST     CLASS II
 DG4136  ELLP ORDER  -  SECOND    CLASS I
 DG4136
 DG4136.The horizontal coordinates were established by GPS observations
 DG4136.and adjusted by the National Geodetic Survey in June 2004..
 DG4136.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4136.DATUM ITEM on the data sheet items page.
 DG4136.The horizontal coordinates are valid at the epoch date displayed above.
 DG4136.The epoch date for horizontal control is a decimal equivalence
 DG4136.of Year/Month/Day.
 DG4136
 DG4136.The orthometric height was determined by differential leveling
 DG4136.and adjusted by the National Geodetic Survey in October 2004..
 DG4136
 DG4136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4136
 DG4136.The ellipsoidal height was determined by GPS observations
 DG4136.and is referenced to NAD 83.
 DG4136
 DG4136.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4136.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4136
 DG4136;                    North         East     Units Scale Factor Converg.
 DG4136;UTM  55      - 1,668,018.746   353,284.564   MT  0.99986623   -0 21 19.1
 DG4136
 DG4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4136!UTM  55      -   0.99998796  x   0.99986623  =   0.99985419
 DG4136
 DG4136                          SUPERSEDED SURVEY CONTROL
 DG4136
 DG4136.No superseded survey control is available for this station.
 DG4136
 DG4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5328568019(NAD 83)
 DG4136_MARKER: DB = BENCH MARK DISK
 DG4136_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4136_SP_SET: CURB
 DG4136_STAMPING: TAM 10 1969
 DG4136_MARK LOGO: USGS  
 DG4136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4136
 DG4136  HISTORY     - Date     Condition        Report By
 DG4136  HISTORY     - 1969     MONUMENTED       USGS
 DG4136  HISTORY     - 20030509 GOOD             CNMI
 DG4136
 DG4136                          STATION DESCRIPTION
 DG4136
 DG4136'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DG4136'AT ATOMIC BOMB LOADING PIT NORTH FIELD 6.0 FT E OF CONCRETE MONUMENT
 DG4136'SET FLUSH IN CURB AROUND PIT A STANDARD TABLET STAMPED TAM 10 1969.
 DG4136
 DG4136                          STATION RECOVERY (2003)
 DG4136
 DG4136'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4136'THE STATION IS LOCATED IN SABANETAN UNAI BABUI AREA ON THE ISLAND OF
 DG4136'TINIAN, CNMI WHICH IS ON THE NORTH END OF THE ISLAND.  TO REACH THE
 DG4136'STATION FROM THE INTERSECTION OF THE ROAD TO THE AIRPORT AND BROADWAY,
 DG4136'PROCEED NORTH ON BROADWAY FOR 8.5 MILES (13.7 KM) TO THE ATOMIC BOMB
 DG4136'LOADING PIT, NORTH FIELD.  THE MARK IS 1.2 METERS (3.9 FT) NORTHWEST
 DG4136'OF A SIGN (ATOMIC BOMB PIT 1) , 1.5 METERS (4.9 FT) SOUTHEAST OF THE
 DG4136'MONUMENT, IN THE SOUTHERN MOST CORNER OF THE 11 FOOT (3.4 M) BY 21
 DG4136'FOOT (6.4 M) BOMB PIT.  THE STATION IS A STANDARD USGS TABLET STAMPED
 DG4136'TAM 10 1969, 6.0 FEET (1.8 M) EAST OF CONCRETE MONUMENT SET FLUSH IN
 DG4136'THE CURB AROUND THE PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3960 ***********************************************************************
 DG3960  DESIGNATION -  TAM 11
 DG3960  PID         -  DG3960
 DG3960  STATE/COUNTY-  CQ/
 DG3960  USGS QUAD   -  
 DG3960
 DG3960                         *CURRENT SURVEY CONTROL
 DG3960  ___________________________________________________________________
 DG3960* NAD 83(1986)-  15 07 21.     (N)    214 16 54.     (W)     SCALED    
 DG3960* NMVD03      -        30.020  (meters)      98.49   (feet)  ADJUSTED  
 DG3960  ___________________________________________________________________
 DG3960  GEOID HEIGHT-          53.01  (meters)                     EGM96
 DG3960
 DG3960  VERT ORDER  -  FIRST     CLASS II
 DG3960
 DG3960.The horizontal coordinates were scaled from a topographic map and have
 DG3960.an estimated accuracy of +/- 6 seconds.
 DG3960
 DG3960.The orthometric height was determined by differential leveling
 DG3960.and adjusted by the National Geodetic Survey in October 2004..
 DG3960
 DG3960.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3960.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3960
 DG3960                          SUPERSEDED SURVEY CONTROL
 DG3960
 DG3960.No superseded survey control is available for this station.
 DG3960
 DG3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS622722(NAD 83)
 DG3960_MARKER: DB = BENCH MARK DISK
 DG3960_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3960_SP_SET: PIPELINE BLOCK
 DG3960_STAMPING: TAM 11 1969
 DG3960_MARK LOGO: USGS  
 DG3960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3960
 DG3960  HISTORY     - Date     Condition        Report By
 DG3960  HISTORY     - 1969     MONUMENTED       USGS
 DG3960  HISTORY     - 20030528 GOOD             CNMI
 DG3960
 DG3960                          STATION DESCRIPTION
 DG3960
 DG3960'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EC)
 DG3960'THE STATION IS LOCATED IN AS GONNA AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3960'STATION IS LOCATED 2.3 MILES (3.7 KM) SOUTHEAST OF KOBLER FIELD
 DG3960'TERMINAL TO A WELL.  THE STATION IS 113.5 FEET (34.6 M) WEST OF THE
 DG3960'CENTERLINE OF THE ROAD, 20.8 FEET (6.3 M) EAST OF THE WELL HOUSE.  THE
 DG3960'MARK IS A STANDARD TABLE CEMENTED IN A 1.0 BY 1.0 CONCRETE BLOCK ON
 DG3960'THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3958 ***********************************************************************
 DG3958  DESIGNATION -  TAM 14
 DG3958  PID         -  DG3958
 DG3958  STATE/COUNTY-  CQ/
 DG3958  USGS QUAD   -  
 DG3958
 DG3958                         *CURRENT SURVEY CONTROL
 DG3958  ___________________________________________________________________
 DG3958* NAD 83(1986)-  15 07 46.     (N)    214 16 06.     (W)     SCALED    
 DG3958* NMVD03      -        53.865  (meters)     176.72   (feet)  ADJUSTED  
 DG3958  ___________________________________________________________________
 DG3958  GEOID HEIGHT-          52.92  (meters)                     EGM96
 DG3958
 DG3958  VERT ORDER  -  FIRST     CLASS II
 DG3958
 DG3958.The horizontal coordinates were scaled from a topographic map and have
 DG3958.an estimated accuracy of +/- 6 seconds.
 DG3958
 DG3958.The orthometric height was determined by differential leveling
 DG3958.and adjusted by the National Geodetic Survey in October 2004..
 DG3958
 DG3958.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3958.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3958
 DG3958                          SUPERSEDED SURVEY CONTROL
 DG3958
 DG3958.No superseded survey control is available for this station.
 DG3958
 DG3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS637730(NAD 83)
 DG3958_MARKER: DB = BENCH MARK DISK
 DG3958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3958_SP_SET: PILL BOX
 DG3958_STAMPING: TAM 14 1969
 DG3958_MARK LOGO: USGS  
 DG3958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3958
 DG3958  HISTORY     - Date     Condition        Report By
 DG3958  HISTORY     - 1969     MONUMENTED       USGS
 DG3958  HISTORY     - 20030211 GOOD             CNMI
 DG3958
 DG3958                          STATION DESCRIPTION
 DG3958
 DG3958'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3958'STATION IS LOCATED BY THE SAIPAN INTERNATIONAL AIRPORT ON THE ISLAND
 DG3958'OF SAIPAN, CNMI.  STATION IS LOCATED 1.2 MILES (1.9 KM) NORTHEAST OF
 DG3958'ISLAY FIELD TO A CONCRETE PILL BOX.  THE STATION IS 26.0 FEET (7.9 M)
 DG3958'SOUTH OF THE CENTERLINE OF THE ROAD, 4.0 FEET (1.2 M) WEST AND 9.0
 DG3958'FEET (2.7 M) EAST OF THE NORTHWEST CORNER OF THE PILL BOX.  THE MARK
 DG3958'IS A STANDARD TABLE CEMENTED IN THE BASE OF THE PILL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3956 ***********************************************************************
 DG3956  DESIGNATION -  TAM 16
 DG3956  PID         -  DG3956
 DG3956  STATE/COUNTY-  CQ/
 DG3956  USGS QUAD   -  
 DG3956
 DG3956                         *CURRENT SURVEY CONTROL
 DG3956  ___________________________________________________________________
 DG3956* NAD 83(1986)-  15 09 04.     (N)    214 16 12.     (W)     SCALED    
 DG3956* NMVD03      -        49.247  (meters)     161.57   (feet)  ADJUSTED  
 DG3956  ___________________________________________________________________
 DG3956  GEOID HEIGHT-          53.00  (meters)                     EGM96
 DG3956
 DG3956  VERT ORDER  -  FIRST     CLASS II
 DG3956
 DG3956.The horizontal coordinates were scaled from a topographic map and have
 DG3956.an estimated accuracy of +/- 6 seconds.
 DG3956
 DG3956.The orthometric height was determined by differential leveling
 DG3956.and adjusted by the National Geodetic Survey in October 2004..
 DG3956
 DG3956.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3956.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3956
 DG3956                          SUPERSEDED SURVEY CONTROL
 DG3956
 DG3956.No superseded survey control is available for this station.
 DG3956
 DG3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS635754(NAD 83)
 DG3956_MARKER: DB = BENCH MARK DISK
 DG3956_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3956_SP_SET: PIPELINE BLOCK
 DG3956_STAMPING: TAM 16 1969
 DG3956_MARK LOGO: USGS  
 DG3956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3956
 DG3956  HISTORY     - Date     Condition        Report By
 DG3956  HISTORY     - 1969     MONUMENTED       USGS
 DG3956  HISTORY     - 20030211 GOOD             CNMI
 DG3956
 DG3956                          STATION DESCRIPTION
 DG3956
 DG3956'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3956'THE STATION IS LOCATED WEST OF SAN VINCENTE ON THE ISLAND OF SAIPAN,
 DG3956'CNMI.  STATION IS LOCATED NEAR THE INTERSECTION OF SAN VINCENTE ROAD
 DG3956'AND UTO ROAD, 0.6 MILE (1.0 KM) EAST OF THE HOSPITAL ON SAN VINCENTE
 DG3956'ROAD.  THE STATION IS 45.0 FEET (13.7 M) SOUTH OF THE CENTERLINE OF
 DG3956'THE ROAD, 25.5 FEET (7.8 M) WEST OF BUILDING.  THE MARK IS A STANDARD
 DG3956'TABLE CEMENTED IN A BLOCK ON THE PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4406 ***********************************************************************
 AA4406  DESIGNATION -  TAM 17
 AA4406  PID         -  AA4406
 AA4406  STATE/COUNTY-  CQ/
 AA4406  USGS QUAD   -  
 AA4406
 AA4406                         *CURRENT SURVEY CONTROL
 AA4406  ___________________________________________________________________
 AA4406* NAD 83(1993)-  14 59 51.46875(N)    214 21 56.74445(W)     ADJUSTED  
 AA4406* LOCAL TIDAL -        86.     (meters)     282.     (feet)  GPS OBS   
 AA4406  ___________________________________________________________________
 AA4406  EPOCH DATE  -        1993.62
 AA4406  X           -  -5,086,753.316 (meters)                     COMP
 AA4406  Y           -   3,478,509.788 (meters)                     COMP
 AA4406  Z           -   1,639,883.355 (meters)                     COMP
 AA4406  ELLIP HEIGHT-         141.03  (meters)          (11/30/94) GPS OBS
 AA4406  GEOID HEIGHT-          53.40  (meters)                     EGM96
 AA4406
 AA4406  HORZ ORDER  -  FIRST
 AA4406  ELLP ORDER  -  FIFTH     CLASS I
 AA4406
 AA4406.The horizontal coordinates were established by GPS observations
 AA4406.and adjusted by the National Geodetic Survey in November 1994..
 AA4406.No horizontal observational check was made to the station.
 AA4406.The horizontal coordinates are valid at the epoch date displayed above.
 AA4406.The epoch date for horizontal control is a decimal equivalence
 AA4406.of Year/Month/Day.
 AA4406
 AA4406.The orthometric height was determined by GPS observations and a
 AA4406.high-resolution geoid model.
 AA4406.No vertical observational check was made to the station.
 AA4406
 AA4406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4406
 AA4406.The ellipsoidal height was determined by GPS observations
 AA4406.and is referenced to NAD 83.
 AA4406
 AA4406.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4406.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4406
 AA4406;                    North         East     Units Scale Factor Converg.
 AA4406;UTM  55      - 1,658,516.850   353,156.605   MT  0.99986669   -0 21 12.6
 AA4406
 AA4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4406!UTM  55      -   0.99997782  x   0.99986669  =   0.99984452
 AA4406
 AA4406                          SUPERSEDED SURVEY CONTROL
 AA4406
 AA4406.No superseded survey control is available for this station.
 AA4406
 AA4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5315758517(NAD 83)
 AA4406_MARKER: DB = BENCH MARK DISK
 AA4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4406_SP_SET: CONCRETE POST
 AA4406_STAMPING: TAM 17 1969
 AA4406_MARK LOGO: USGS  
 AA4406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4406+STABILITY: SURFACE MOTION
 AA4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4406+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 AA4406
 AA4406  HISTORY     - Date     Condition        Report By
 AA4406  HISTORY     - 1969     MONUMENTED       USGS
 AA4406  HISTORY     - 19930806 GOOD             NOS
 AA4406
 AA4406                          STATION DESCRIPTION
 AA4406
 AA4406'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4406'THE STATION IS ON THE ISLAND OF TINIAN, CNMI. THE STATION IS 2 MI (3.2
 AA4406'KM) N OF THE TINIAN POST OFFICE ON E LANE BROADWAY . IT IS 52 FT (15.8
 AA4406'M) S OF A ROAD INTERSECTION, 36 FT (11.0 M) S OF A FENCE CORNER, 29 FT
 AA4406'(8.8 M) E OF THE CENTERLINE OF ROAD, 8 FT (2.4 M) W OF FENCE LINE SET
 AA4406'IN A CONCRETE POST, AND STAMPED -TAM 17 1969-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6132 ***********************************************************************
 DE6132  DESIGNATION -  TAM 19
 DE6132  PID         -  DE6132
 DE6132  STATE/COUNTY-  CQ/
 DE6132  USGS QUAD   -  
 DE6132
 DE6132                         *CURRENT SURVEY CONTROL
 DE6132  ___________________________________________________________________
 DE6132* NAD 83(2002)-  14 58 14.69634(N)    214 22 28.93743(W)     ADJUSTED  
 DE6132* NMVD03      -        23.599  (meters)      77.42   (feet)  ADJUSTED  
 DE6132  ___________________________________________________________________
 DE6132  EPOCH DATE  -        2002.00
 DE6132  X           -  -5,086,794.884 (meters)                     COMP
 DE6132  Y           -   3,479,703.531 (meters)                     COMP
 DE6132  Z           -   1,636,993.795 (meters)                     COMP
 DE6132  ELLIP HEIGHT-          78.07  (meters)          (06/14/04) GPS OBS
 DE6132  GEOID HEIGHT-          53.43  (meters)                     EGM96
 DE6132
 DE6132  HORZ ORDER  -  FIRST
 DE6132  VERT ORDER  -  FIRST     CLASS II
 DE6132  ELLP ORDER  -  FOURTH    CLASS II
 DE6132
 DE6132.The horizontal coordinates were established by GPS observations
 DE6132.and adjusted by the National Geodetic Survey in June 2004..
 DE6132.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE6132.DATUM ITEM on the data sheet items page.
 DE6132.The horizontal coordinates are valid at the epoch date displayed above.
 DE6132.The epoch date for horizontal control is a decimal equivalence
 DE6132.of Year/Month/Day.
 DE6132
 DE6132.The orthometric height was determined by differential leveling
 DE6132.and adjusted by the National Geodetic Survey in October 2004..
 DE6132.No vertical observational check was made to the station.
 DE6132
 DE6132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6132
 DE6132.The ellipsoidal height was determined by GPS observations
 DE6132.and is referenced to NAD 83.
 DE6132
 DE6132.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE6132.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE6132
 DE6132;                    North         East     Units Scale Factor Converg.
 DE6132;UTM  55      - 1,655,548.878   352,176.517   MT  0.99987027   -0 21 18.7
 DE6132
 DE6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6132!UTM  55      -   0.99998772  x   0.99987027  =   0.99985800
 DE6132
 DE6132                          SUPERSEDED SURVEY CONTROL
 DE6132
 DE6132.No superseded survey control is available for this station.
 DE6132
 DE6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5217755549(NAD 83)
 DE6132_MARKER: DB = BENCH MARK DISK
 DE6132_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE6132+WITH SETTING: PAVEMENT
 DE6132_SP_SET: FLAGPOLE BASE
 DE6132_STAMPING: TAM 19 1969
 DE6132_MARK LOGO: USGS  
 DE6132_PROJECTION: FLUSH
 DE6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6132+STABILITY: SURFACE MOTION
 DE6132
 DE6132  HISTORY     - Date     Condition        Report By
 DE6132  HISTORY     - 1969     MONUMENTED       USGS
 DE6132  HISTORY     - 20030511 GOOD             CNMI
 DE6132
 DE6132                          STATION DESCRIPTION
 DE6132
 DE6132'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE6132'NEAR THE TINIAN MUNICPAL BUILDING AND POST OFFICE 60.0 FT SE OF A RD
 DE6132'INTERSECTION 40.0 FT S OF CENTERLINE RD 29.0 FT N OF BUILDING 6.0 FT S
 DE6132'OF AN ANTI AIRCRAFT GUN SET FLUSH IN THE CONCRETE BASE OF THE FLAGPOLE
 DE6132'A STANDARD TABLET STAMPED TAM 19 1969.
 DE6132' 
 DE6132'
 DE6132
 DE6132                          STATION RECOVERY (2003)
 DE6132
 DE6132'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DE6132'THE STATION IS LOCATED IN SAN JOSE ON THE ISLAND OF TINIAN, CNMI. TO
 DE6132'REACH THE STATION FROM THE INTERSECTION OF THE AIRPORT ROAD AND
 DE6132'BROADWAY. PROCEED SOUTH ON BROADWAY FOR 2.5 MILES TO THE INTERSECTION.
 DE6132'PROCEED 0.45 MILES WEST AT INTERSECTION TO THE STATION NEAR THE TINIAN
 DE6132'MUNICIPAL BUILDING AND POST OFFICE. THE STATION IS A STANDARD USGS
 DE6132'TABLET 40.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 29 FEET NORTH OF
 DE6132'BUILDING, 34.8 METERS WEST OF A SIGN TINIAN HEALTH CENTER, 26 METERS
 DE6132'EAST OF POWERPOLE AND SET FLUSH IN THE CONCRETE BASE OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6133 ***********************************************************************
 DE6133  DESIGNATION -  TAM 20 RESET
 DE6133  PID         -  DE6133
 DE6133  STATE/COUNTY-  CQ/
 DE6133  USGS QUAD   -  
 DE6133
 DE6133                         *CURRENT SURVEY CONTROL
 DE6133  ___________________________________________________________________
 DE6133* NAD 83(1986)-  14 59 40.     (N)    214 22 25.     (W)     SCALED    
 DE6133* NMVD03      -        86.344  (meters)     283.28   (feet)  ADJUSTED  
 DE6133  ___________________________________________________________________
 DE6133  GEOID HEIGHT-          53.46  (meters)                     EGM96
 DE6133
 DE6133  VERT ORDER  -  FIRST     CLASS II
 DE6133
 DE6133.The horizontal coordinates were scaled from a topographic map and have
 DE6133.an estimated accuracy of +/- 6 seconds.
 DE6133
 DE6133.The orthometric height was determined by differential leveling
 DE6133.and adjusted by the National Geodetic Survey in October 2004..
 DE6133.No vertical observational check was made to the station.
 DE6133
 DE6133.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE6133.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE6133
 DE6133                          SUPERSEDED SURVEY CONTROL
 DE6133
 DE6133.No superseded survey control is available for this station.
 DE6133
 DE6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS523581(NAD 83)
 DE6133_MARKER: DB = BENCH MARK DISK
 DE6133_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE6133+WITH SETTING: PAVEMENT
 DE6133_SP_SET: FLAGPOLE BASE
 DE6133_STAMPING: TAM 20 1969 RESET 1978
 DE6133_MARK LOGO: USGS  
 DE6133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6133+STABILITY: SURFACE MOTION
 DE6133
 DE6133  HISTORY     - Date     Condition        Report By
 DE6133  HISTORY     - 1978     MONUMENTED       USGS
 DE6133  HISTORY     - 20030509 GOOD             CNMI
 DE6133
 DE6133                          STATION DESCRIPTION
 DE6133
 DE6133'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (EFC)
 DE6133'TINIAN POST OFFICE 2.6 MI N OF AT WEST TINIAN AIRPORT NORTHWEST CORNER
 DE6133'OF CRASH FIRE RESCUE CFR BUILDING SET IN CONCRETE BASE STANDARD TABLET
 DE6133'STAMPED TAM 20 1969 RESET 1978 D.E. FROM ORIGINAL TO RESET BM IS
 DE6133'+4.068 METERS.
 DE6133' 
 DE6133'
 DE6133
 DE6133                          STATION RECOVERY (2003)
 DE6133
 DE6133'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DE6133'THE STATION IS LOCATED IN THE AIRPORT ON THE ISLAND OF TINIAN, CNMI.
 DE6133'THE MARK IS AT THE TININA (TQI) IN THE BASE OF THE FLAGPOLE.  THE
 DE6133'STATION IS A STANDARD USGS TABLET STAMPED TAM 20 1969, 185.0 FEET
 DE6133'(56.4 M) NORTHWEST OF THE NORTHEAST CORNER OF THE RUNWAY, 102.0 FEET
 DE6133'(31.1 M) WEST OF THE WEST EDGE OF THE RUNWAY, SET IN BASE OF THE
 DE6133'FLAGPOLE.  THE MARK IS 0.85 METERS (2.79 FT) NORTH OF THE FLAGPOLE,
 DE6133'1.8 METERS (5.9 FT) EAST OF THE EDGE OF THE BASE, AND 9.3 METERS (30.5
 DE6133'FT) WEST OF THE CANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3932 ***********************************************************************
 DG3932  DESIGNATION -  TAM 25
 DG3932  PID         -  DG3932
 DG3932  STATE/COUNTY-  CQ/
 DG3932  USGS QUAD   -  
 DG3932
 DG3932                         *CURRENT SURVEY CONTROL
 DG3932  ___________________________________________________________________
 DG3932* NAD 83(1986)-  15 13 32.     (N)    214 15 21.     (W)     SCALED    
 DG3932* NMVD03      -         9.022  (meters)      29.60   (feet)  ADJUSTED  
 DG3932  ___________________________________________________________________
 DG3932  GEOID HEIGHT-          53.09  (meters)                     EGM96
 DG3932
 DG3932  VERT ORDER  -  FIRST     CLASS II
 DG3932
 DG3932.The horizontal coordinates were scaled from a topographic map and have
 DG3932.an estimated accuracy of +/- 6 seconds.
 DG3932
 DG3932.The orthometric height was determined by differential leveling
 DG3932.and adjusted by the National Geodetic Survey in October 2004..
 DG3932
 DG3932.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3932.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3932
 DG3932                          SUPERSEDED SURVEY CONTROL
 DG3932
 DG3932.No superseded survey control is available for this station.
 DG3932
 DG3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS651836(NAD 83)
 DG3932_MARKER: DB = BENCH MARK DISK
 DG3932_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG3932+WITH SETTING: PAVEMENT
 DG3932_SP_SET: MONUMENT BASE
 DG3932_STAMPING: TAM 25 1969
 DG3932_MARK LOGO: USGS  
 DG3932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3932+STABILITY: SURFACE MOTION
 DG3932
 DG3932  HISTORY     - Date     Condition        Report By
 DG3932  HISTORY     - 1969     MONUMENTED       USGS
 DG3932  HISTORY     - 20030205 GOOD             CNMI
 DG3932
 DG3932                          STATION DESCRIPTION
 DG3932
 DG3932'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JT)
 DG3932'THE STATION IS LOCATED IN LOWER BASE AREA ON THE ISLAND OF SAIPAN,
 DG3932'CNMI.  THE MARK IS LOCATED AT THE INTERSECTION OF CAPITAL HILL ROAD
 DG3932'AND WEST COAST HIGHWAY.  THE STATION IS 34.0 FEET (10.4 M) EAST OF THE
 DG3932'CENTERLINE OF TAMAPAG ROAD ON WEST SIDE OF AND IN BASE OF 7 FOOT (2.1
 DG3932'M) HIGH MONUMENT.  A STANDARD DISK STAMPED TAM 25 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3994 ***********************************************************************
 DG3994  DESIGNATION -  TAM 3
 DG3994  PID         -  DG3994
 DG3994  STATE/COUNTY-  CQ/
 DG3994  USGS QUAD   -  
 DG3994
 DG3994                         *CURRENT SURVEY CONTROL
 DG3994  ___________________________________________________________________
 DG3994* NAD 83(1986)-  14 09 43.     (N)    214 50 37.     (W)     SCALED    
 DG3994* NMVD03      -        10.648  (meters)      34.93   (feet)  ADJUSTED  
 DG3994  ___________________________________________________________________
 DG3994  GEOID HEIGHT-          54.56  (meters)                     EGM96
 DG3994
 DG3994  VERT ORDER  -  FIRST     CLASS II
 DG3994
 DG3994.The horizontal coordinates were scaled from a topographic map and have
 DG3994.an estimated accuracy of +/- 6 seconds.
 DG3994
 DG3994.The orthometric height was determined by differential leveling
 DG3994.and adjusted by the National Geodetic Survey in October 2004..
 DG3994.No vertical observational check was made to the station.
 DG3994
 DG3994.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3994.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3994
 DG3994                          SUPERSEDED SURVEY CONTROL
 DG3994
 DG3994.No superseded survey control is available for this station.
 DG3994
 DG3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR010664(NAD 83)
 DG3994_MARKER: DB = BENCH MARK DISK
 DG3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3994_STAMPING: TAM 3 1969
 DG3994_MARK LOGO: USGS  
 DG3994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3994+STABILITY: SURFACE MOTION
 DG3994
 DG3994  HISTORY     - Date     Condition        Report By
 DG3994  HISTORY     - 1969     MONUMENTED       USGS
 DG3994  HISTORY     - 20030528 GOOD             CNMI
 DG3994
 DG3994                          STATION DESCRIPTION
 DG3994
 DG3994'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG3994'THE STATION IS LOCATED IN ESONG AREA ON THE ISLAND OF ROTA IN THE
 DG3994'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG3994'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG3994'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG3994'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG3994'VILLAGE OF SONGSONG FOR 7.4 MILES (11.9 KM) TO THE MARK.  THE STATION
 DG3994'IS A STANDARD USGS TABLET STAMPED TAM 3 1969 IN CONCRETE FLUSH WITH
 DG3994'GROUND IN THE MIDDLE OF THE ROAD, 18.50 METERS (60.70 FT) NORTH OF
 DG3994'POWER POLE F3 081, 43.70 METERS (143.37 FT) SOUTH OF POWER POLE F3
 DG3994'082.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3969 ***********************************************************************
 DG3969  DESIGNATION -  TAM 4
 DG3969  PID         -  DG3969
 DG3969  STATE/COUNTY-  CQ/
 DG3969  USGS QUAD   -  
 DG3969
 DG3969                         *CURRENT SURVEY CONTROL
 DG3969  ___________________________________________________________________
 DG3969* NAD 83(2002)-  15 10 53.16969(N)    214 17 10.34278(W)     ADJUSTED  
 DG3969* NMVD03      -         3.516  (meters)      11.54   (feet)  ADJUSTED  
 DG3969  ___________________________________________________________________
 DG3969  EPOCH DATE  -        2002.00
 DG3969  X           -  -5,087,137.537 (meters)                     COMP
 DG3969  Y           -   3,468,415.641 (meters)                     COMP
 DG3969  Z           -   1,659,498.828 (meters)                     COMP
 DG3969  ELLIP HEIGHT-          58.02  (meters)          (06/14/04) GPS OBS
 DG3969  GEOID HEIGHT-          53.20  (meters)                     EGM96
 DG3969
 DG3969  HORZ ORDER  -  A
 DG3969  VERT ORDER  -  FIRST     CLASS II
 DG3969  ELLP ORDER  -  SECOND    CLASS I
 DG3969
 DG3969.The horizontal coordinates were established by GPS observations
 DG3969.and adjusted by the National Geodetic Survey in June 2004..
 DG3969.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG3969.DATUM ITEM on the data sheet items page.
 DG3969.The horizontal coordinates are valid at the epoch date displayed above.
 DG3969.The epoch date for horizontal control is a decimal equivalence
 DG3969.of Year/Month/Day.
 DG3969
 DG3969.The orthometric height was determined by differential leveling
 DG3969.and adjusted by the National Geodetic Survey in October 2004..
 DG3969
 DG3969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3969
 DG3969.The ellipsoidal height was determined by GPS observations
 DG3969.and is referenced to NAD 83.
 DG3969
 DG3969.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3969.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3969
 DG3969;                    North         East     Units Scale Factor Converg.
 DG3969;UTM  55      - 1,678,799.964   361,830.417   MT  0.99983611   -0 20 12.8
 DG3969
 DG3969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3969!UTM  55      -   0.99999088  x   0.99983611  =   0.99982699
 DG3969
 DG3969                          SUPERSEDED SURVEY CONTROL
 DG3969
 DG3969.No superseded survey control is available for this station.
 DG3969
 DG3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS6183078800(NAD 83)
 DG3969_MARKER: DB = BENCH MARK DISK
 DG3969_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3969_SP_SET: PILL BOX
 DG3969_STAMPING: TAM 4 1969
 DG3969_MARK LOGO: USGS  
 DG3969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3969
 DG3969  HISTORY     - Date     Condition        Report By
 DG3969  HISTORY     - 1969     MONUMENTED       USGS
 DG3969  HISTORY     - 20030207 GOOD             CNMI
 DG3969
 DG3969                          STATION DESCRIPTION
 DG3969
 DG3969'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3969'THE STATION IS LOCATED IN BETWEEN GARAPAN AND SUSUPI ON THE ISLAND OF
 DG3969'SAIPAN, CNMI.  STATION IS LOCATED ABOUT 3.9 MILES (6.3 KM) SOUTH OF
 DG3969'THE TANAPAG HABOR GATE ALONG BEACH ROAD.  THE STATION IS 27.0 FEET
 DG3969'(8.2 M) WEST OF THE CENTERLINE OF THE ROAD, 3.0 FEET (0.9 M) SOUTH OF
 DG3969'THE NORTHEAST CORNER OF JAPANESE PILL BOX.  THE MARK IS A STANDARD
 DG3969'TABLE CEMENTED IN THE TOP OF THE PILL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3968 ***********************************************************************
 DG3968  DESIGNATION -  TAM 5
 DG3968  PID         -  DG3968
 DG3968  STATE/COUNTY-  CQ/
 DG3968  USGS QUAD   -  
 DG3968
 DG3968                         *CURRENT SURVEY CONTROL
 DG3968  ___________________________________________________________________
 DG3968* NAD 83(1986)-  15 10 13.     (N)    214 17 22.     (W)     SCALED    
 DG3968* NMVD03      -         3.580  (meters)      11.75   (feet)  ADJUSTED  
 DG3968  ___________________________________________________________________
 DG3968  GEOID HEIGHT-          53.19  (meters)                     EGM96
 DG3968
 DG3968  VERT ORDER  -  FIRST     CLASS II
 DG3968
 DG3968.The horizontal coordinates were scaled from a topographic map and have
 DG3968.an estimated accuracy of +/- 6 seconds.
 DG3968
 DG3968.The orthometric height was determined by differential leveling
 DG3968.and adjusted by the National Geodetic Survey in October 2004..
 DG3968
 DG3968.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3968.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3968
 DG3968                          SUPERSEDED SURVEY CONTROL
 DG3968
 DG3968.No superseded survey control is available for this station.
 DG3968
 DG3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS614775(NAD 83)
 DG3968_MARKER: DB = BENCH MARK DISK
 DG3968_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3968_SP_SET: MONUMENT BASE
 DG3968_STAMPING: TAM 5 1969
 DG3968_MARK LOGO: USGS  
 DG3968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3968
 DG3968  HISTORY     - Date     Condition        Report By
 DG3968  HISTORY     - 1969     MONUMENTED       USGS
 DG3968  HISTORY     - 20030207 GOOD             CNMI
 DG3968
 DG3968                          STATION DESCRIPTION
 DG3968
 DG3968'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3968'THE STATION IS LOCATED IN SAN JOSE AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3968'STATION IS LOCATED ABOUT 4.7 MILES (7.6 KM) SOUTH OF THE TANAPAG HABOR
 DG3968'GATE ALONG BEACH ROAD AT THE INTERSECTION OF BEACH ROAD AND ST VICANTE
 DG3968'ROAD.  THE STATION IS 32.0 FEET (9.8 M) EAST OF BEACH ROAD AT THE
 DG3968'MEMORIAL MONUMENT.  THE MARK IS A STANDARD TABLE CEMENTED IN THE BASE
 DG3968'OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4023 ***********************************************************************
 DG4023  DESIGNATION -  TAM 5
 DG4023  PID         -  DG4023
 DG4023  STATE/COUNTY-  CQ/
 DG4023  USGS QUAD   -  
 DG4023
 DG4023                         *CURRENT SURVEY CONTROL
 DG4023  ___________________________________________________________________
 DG4023* NAD 83(2002)-  14 10 06.77304(N)    214 49 13.36975(W)     ADJUSTED  
 DG4023* NMVD03      -         5.196  (meters)      17.05   (feet)  ADJUSTED  
 DG4023  ___________________________________________________________________
 DG4023  EPOCH DATE  -        2002.00
 DG4023  X           -  -5,077,890.065 (meters)                     COMP
 DG4023  Y           -   3,531,904.938 (meters)                     COMP
 DG4023  Z           -   1,551,084.073 (meters)                     COMP
 DG4023  ELLIP HEIGHT-          59.92  (meters)          (06/14/04) GPS OBS
 DG4023  GEOID HEIGHT-          54.43  (meters)                     EGM96
 DG4023
 DG4023  HORZ ORDER  -  A
 DG4023  VERT ORDER  -  FIRST     CLASS II
 DG4023  ELLP ORDER  -  SECOND    CLASS I
 DG4023
 DG4023.The horizontal coordinates were established by GPS observations
 DG4023.and adjusted by the National Geodetic Survey in June 2004..
 DG4023.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4023.DATUM ITEM on the data sheet items page.
 DG4023.The horizontal coordinates are valid at the epoch date displayed above.
 DG4023.The epoch date for horizontal control is a decimal equivalence
 DG4023.of Year/Month/Day.
 DG4023
 DG4023.The orthometric height was determined by differential leveling
 DG4023.and adjusted by the National Geodetic Survey in October 2004..
 DG4023.No vertical observational check was made to the station.
 DG4023
 DG4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4023
 DG4023.The ellipsoidal height was determined by GPS observations
 DG4023.and is referenced to NAD 83.
 DG4023
 DG4023.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4023.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4023
 DG4023;                    North         East     Units Scale Factor Converg.
 DG4023;UTM  55      - 1,567,131.166   303,530.525   MT  1.00007747   -0 26 44.6
 DG4023
 DG4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4023!UTM  55      -   0.99999058  x   1.00007747  =   1.00006805
 DG4023
 DG4023|---------------------------------------------------------------------|
 DG4023| PID    Reference Object                     Distance      Geod. Az  |
 DG4023|                                                           dddmmss.s |
 DG4023| DG4022 CENTERLINE 1.064                    139.440 METERS 07701     |
 DG4023|---------------------------------------------------------------------|
 DG4023
 DG4023                          SUPERSEDED SURVEY CONTROL
 DG4023
 DG4023.No superseded survey control is available for this station.
 DG4023
 DG4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0353167131(NAD 83)
 DG4023_MARKER: DB = BENCH MARK DISK
 DG4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4023_STAMPING: TAM 5 1969
 DG4023_MARK LOGO: USGS  
 DG4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4023+STABILITY: SURFACE MOTION
 DG4023
 DG4023  HISTORY     - Date     Condition        Report By
 DG4023  HISTORY     - 1969     MONUMENTED       USGS
 DG4023  HISTORY     - 20030528 GOOD             CNMI
 DG4023
 DG4023                          STATION DESCRIPTION
 DG4023
 DG4023'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DG4023'THE STATION IS LOCATED IN UYULAN AREA ON THE ISLAND OF ROTA IN THE
 DG4023'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DG4023'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DG4023'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DG4023'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DG4023'VILLAGE OF SONGSONG FOR 5.4 MILES (8.7 KM) TO THE MARK AFTER THE ROTA
 DG4023'HOTEL.  THE STATION IS A STANDARD USGS TABLET (TAM 5 1969) IN CONCRETE
 DG4023'FLUSH WITH GROUND IN THE MIDDLE OF THE ROAD, 11.4 METERS (37.4 FT)
 DG4023'NORTHEAST OF POWER POLE F3 141, 8.07 METERS (26.48 FT) NORTHWEST OF
 DG4023'THE CROSS WALK SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3965 ***********************************************************************
 DG3965  DESIGNATION -  TAM 6
 DG3965  PID         -  DG3965
 DG3965  STATE/COUNTY-  CQ/
 DG3965  USGS QUAD   -  
 DG3965
 DG3965                         *CURRENT SURVEY CONTROL
 DG3965  ___________________________________________________________________
 DG3965* NAD 83(1986)-  15 08 55.     (N)    214 17 43.     (W)     SCALED    
 DG3965* NMVD03      -         2.801  (meters)       9.19   (feet)  ADJUSTED  
 DG3965  ___________________________________________________________________
 DG3965  GEOID HEIGHT-          53.18  (meters)                     EGM96
 DG3965
 DG3965  VERT ORDER  -  FIRST     CLASS II
 DG3965
 DG3965.The horizontal coordinates were scaled from a topographic map and have
 DG3965.an estimated accuracy of +/- 6 seconds.
 DG3965
 DG3965.The orthometric height was determined by differential leveling
 DG3965.and adjusted by the National Geodetic Survey in October 2004..
 DG3965
 DG3965.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3965.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3965
 DG3965                          SUPERSEDED SURVEY CONTROL
 DG3965
 DG3965.No superseded survey control is available for this station.
 DG3965
 DG3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS608751(NAD 83)
 DG3965_MARKER: DB = BENCH MARK DISK
 DG3965_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3965_SP_SET: CURB
 DG3965_STAMPING: TAM 6 1969
 DG3965_MARK LOGO: USGS  
 DG3965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3965
 DG3965  HISTORY     - Date     Condition        Report By
 DG3965  HISTORY     - 1969     MONUMENTED       USGS
 DG3965  HISTORY     - 20030208 GOOD             CNMI
 DG3965
 DG3965                          STATION DESCRIPTION
 DG3965
 DG3965'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG3965'THE STATION IS LOCATED BETWEEN CHALAN KANOA AND SAN ANTONIO.  STATION
 DG3965'IS LOCATED ALONG BEACH ROAD AT ADMIRAL H G HOPWOOD JUNIOR HIGH SCHOOL
 DG3965'ABOUT 2.2 MILES (3.5 KM) NORTH ALONG BEACH ROAD FROM KOBLER FIELD. THE
 DG3965'STATION IS 60.0 FEET (18.3 M) WEST OF THE CENTERLINE OF BEACH ROAD,
 DG3965'12.0 FEET (3.7 M) EAST OF CENTERLINE OF THE DRIVEWAY.  THE MARK IS A
 DG3965'STANDARD TABLE CEMENTED IN CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6120 ***********************************************************************
 DE6120  DESIGNATION -  TAM 8
 DE6120  PID         -  DE6120
 DE6120  STATE/COUNTY-  CQ/
 DE6120  USGS QUAD   -  
 DE6120
 DE6120                         *CURRENT SURVEY CONTROL
 DE6120  ___________________________________________________________________
 DE6120* NAD 83(2002)-  15 03 52.59419(N)    214 22 25.37796(W)     ADJUSTED  
 DE6120* NMVD03      -        10.576  (meters)      34.70   (feet)  ADJUSTED  
 DE6120  ___________________________________________________________________
 DE6120  EPOCH DATE  -        2002.00
 DE6120  X           -  -5,084,623.571 (meters)                     COMP
 DE6120  Y           -   3,478,089.407 (meters)                     COMP
 DE6120  Z           -   1,647,021.444 (meters)                     COMP
 DE6120  ELLIP HEIGHT-          65.28  (meters)          (06/14/04) GPS OBS
 DE6120  GEOID HEIGHT-          53.58  (meters)                     EGM96
 DE6120
 DE6120  HORZ ORDER  -  FIRST
 DE6120  VERT ORDER  -  FIRST     CLASS II
 DE6120  ELLP ORDER  -  FOURTH    CLASS II
 DE6120
 DE6120.The horizontal coordinates were established by GPS observations
 DE6120.and adjusted by the National Geodetic Survey in June 2004..
 DE6120.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE6120.DATUM ITEM on the data sheet items page.
 DE6120.The horizontal coordinates are valid at the epoch date displayed above.
 DE6120.The epoch date for horizontal control is a decimal equivalence
 DE6120.of Year/Month/Day.
 DE6120
 DE6120.The orthometric height was determined by differential leveling
 DE6120.and adjusted by the National Geodetic Survey in October 2004..
 DE6120.No vertical observational check was made to the station.
 DE6120
 DE6120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6120
 DE6120.The ellipsoidal height was determined by GPS observations
 DE6120.and is referenced to NAD 83.
 DE6120
 DE6120.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE6120.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE6120
 DE6120;                    North         East     Units Scale Factor Converg.
 DE6120;UTM  55      - 1,665,932.225   352,347.379   MT  0.99986964   -0 21 25.6
 DE6120
 DE6120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6120!UTM  55      -   0.99998974  x   0.99986964  =   0.99985938
 DE6120
 DE6120                          SUPERSEDED SURVEY CONTROL
 DE6120
 DE6120.No superseded survey control is available for this station.
 DE6120
 DE6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5234765932(NAD 83)
 DE6120_MARKER: DB = BENCH MARK DISK
 DE6120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6120_SP_SET: CULVERT HEADWALL
 DE6120_STAMPING: TAM 8 1969
 DE6120_MARK LOGO: USGS  
 DE6120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6120+STABILITY: SURFACE MOTION
 DE6120
 DE6120  HISTORY     - Date     Condition        Report By
 DE6120  HISTORY     - 1969     MONUMENTED       USGS
 DE6120  HISTORY     - 20030509 GOOD             CNMI
 DE6120
 DE6120                          STATION DESCRIPTION
 DE6120
 DE6120'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE6120'ATOMIC BOMB PITS NORTH FIELD 1.6 MI S OF ALONG 8TH AVENUE TO RD
 DE6120'INTERSECTION 40.0 FT S OF CENTERLINE RD 23.0 FT W OF CENTERLINE 8TH
 DE6120'AVENUE SET FLUSH IN THE CONCRETE HEADWALL OF A CULVERT A STANDARD
 DE6120'TABLET STAMPED TAM 8 1969.
 DE6120
 DE6120                          STATION RECOVERY (2003)
 DE6120
 DE6120'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DE6120'THE STATION IS LOCATED IN UNAI CHULU AREA ON THE ISLAND OF TINIAN,
 DE6120'CNMI WHICH IS ON THE NORTH END OF THE ISLAND.  TO REACH THE STATION
 DE6120'FROM THE INTERSECTION OF THE ROAD TO THE AIRPORT AND BROADWAY, PROCEED
 DE6120'NORTH ON BROADWAY FOR 10.4 MILES (16.7 KM) AND 1.6 MILES (2.6 KM) PASS
 DE6120'THE ATOMIC BOMB LOADING PIT, NORTH FIELD ON 8TH AVENUE TO ROAD
 DE6120'INTERSECTION.  THE STATION IS A STANDARD USGS TABLET STAMPED TAM 8
 DE6120'1969, 40.0 FEET (12.2 M) SOUTH OF THE CENTERLINE OF THE ROAD, 23.0
 DE6120'FEET (7.0 M) WEST OF THE CENTERLINE OF 8TH AVENUE SET FLUSH IN THE
 DE6120'CONCRETE HEADWALL OF A CULVERT.  THE MARK IS 0.7 METERS (2.3 FT) SOUTH
 DE6120'OF THE NORTH END OF THE CULVERT, 0.9 METERS (3.0 FT) NORTH OF THE
 DE6120'SOUTH EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4404 ***********************************************************************
 AA4404  DESIGNATION -  TATGUA 2
 AA4404  PID         -  AA4404
 AA4404  STATE/COUNTY-  CQ/
 AA4404  USGS QUAD   -  
 AA4404
 AA4404                         *CURRENT SURVEY CONTROL
 AA4404  ___________________________________________________________________
 AA4404* NAD 83(2002)-  14 10 38.89599(N)    214 47 27.19072(W)     ADJUSTED  
 AA4404* NMVD03      -        59.503  (meters)     195.22   (feet)  ADJUSTED  
 AA4404  ___________________________________________________________________
 AA4404  EPOCH DATE  -        2002.00
 AA4404  X           -  -5,079,552.140 (meters)                     COMP
 AA4404  Y           -   3,529,182.573 (meters)                     COMP
 AA4404  Z           -   1,552,054.556 (meters)                     COMP
 AA4404  ELLIP HEIGHT-         114.11  (meters)          (06/14/04) GPS OBS
 AA4404  GEOID HEIGHT-          54.25  (meters)                     EGM96
 AA4404
 AA4404  HORZ ORDER  -  A
 AA4404  VERT ORDER  -  FIRST     CLASS II
 AA4404  ELLP ORDER  -  SECOND    CLASS I
 AA4404
 AA4404.The horizontal coordinates were established by GPS observations
 AA4404.and adjusted by the National Geodetic Survey in June 2004..
 AA4404.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA4404.DATUM ITEM on the data sheet items page.
 AA4404.The horizontal coordinates are valid at the epoch date displayed above.
 AA4404.The epoch date for horizontal control is a decimal equivalence
 AA4404.of Year/Month/Day.
 AA4404
 AA4404.The orthometric height was determined by differential leveling
 AA4404.and adjusted by the National Geodetic Survey in October 2004..
 AA4404.No vertical observational check was made to the station.
 AA4404
 AA4404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4404
 AA4404.The ellipsoidal height was determined by GPS observations
 AA4404.and is referenced to NAD 83.
 AA4404
 AA4404.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4404.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4404
 AA4404;                    North         East     Units Scale Factor Converg.
 AA4404;UTM  55      - 1,568,093.881   306,722.249   MT  1.00006209   -0 26 19.6
 AA4404
 AA4404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4404!UTM  55      -   0.99998206  x   1.00006209  =   1.00004415
 AA4404
 AA4404                          SUPERSEDED SURVEY CONTROL
 AA4404
 AA4404  NAD 83(1993)-  14 10 38.90250(N)    214 47 27.17276(W) AD(1993.62) 1
 AA4404  ELLIP H (11/30/94)  114.63   (m)                       GP(1993.62) 5 1
 AA4404              -  14 10 33.90950(N)    214 47 35.92260(W) AD(       ) 2
 AA4404
 AA4404.Superseded values are not recommended for survey control.
 AA4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4404.See file dsdata.txt to determine how the superseded data were derived.
 AA4404
 AA4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCR0672268094(NAD 83)
 AA4404_MARKER: DB = BENCH MARK DISK
 AA4404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA4404_SP_SET: CISTERN
 AA4404_STAMPING: TATGUA 2 1969
 AA4404_MARK LOGO: USGS  
 AA4404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4404+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1993
 AA4404
 AA4404  HISTORY     - Date     Condition        Report By
 AA4404  HISTORY     - 1969     MONUMENTED       USGS
 AA4404  HISTORY     - 19690201 GOOD             USGS
 AA4404  HISTORY     - 19930822 GOOD             NOS
 AA4404  HISTORY     - 20030528 GOOD             CNMI
 AA4404
 AA4404                          STATION DESCRIPTION
 AA4404
 AA4404'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AA4404'ROTA AIRPORT 3.9 MI W OF 200 FT W OF BEND IN RD 47 FT NW OF RD AT 9 X9
 AA4404'FT CONCRETE WATER TANK WHICH IS 3 FT ABOVE GROUND SET FLUSH IN CENTER
 AA4404'OF TANK A STANDARD TABLET STAMPED TATGUA 2 1969.
 AA4404
 AA4404                          STATION RECOVERY (1969)
 AA4404
 AA4404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JNT)
 AA4404'LOCATED ABOUT 5.05 MI. AIRLINE NE. OF SONGSONG VILLAGE, ABOUT 2.5 MI.
 AA4404'SW. OF ASUZUDO POINT, ABOUT 400 FT. N. OF A SWITCHBACK ON THE MAIN
 AA4404'ROTA RD., IN THE TOP OF A CONCRETE CISTERN.  TO REACH FROM THE POST
 AA4404'OFFICE IN THE VILLAGE OF SONGSONG DRIVE NE. ON THE MAIN RD. FOR 6.3
 AA4404'MI. TO STATION, 45 FT. SE. CENTERLINE RD.  STATION MARK IS A STANDARD
 AA4404'TABLET STAMPED TATGUA 2 1969 CEMENTED IN TOP OF 8 X 10 FT. CONCRETE
 AA4404'CISTERN STANDING 3 FT. ABOVE GROUND.
 AA4404
 AA4404                          STATION RECOVERY (1993)
 AA4404
 AA4404'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4404'THE STATION IS LOCATED ON THE ISLAND OF ROTA, CNMI, 5.05 MI (8.13 KM)
 AA4404'NE OF SONGSONG VILLAGE, 2.5 MI (4.0 KM) SW OF ASUZUDO POINT, 400 FT
 AA4404'(121.9 M) N OF A SWITCHBACK ON MAIN ROTA ROAD. TO REACH FROM THE POST
 AA4404'OFFICE IN THE VILLAGE IN SONGSONG, DRIVE NE ON MAIN ROAD FOR 6.3 MI
 AA4404'(10.1 KM) TO STATION, 45 FT (13.7 M) SE OF CENTERLINE. THE STATION IS
 AA4404'A STANDARD DISK STAMPED -TATGUA 2 1969- CEMENTED IN THE TOP OF A 8 FT
 AA4404'(2.4 M) BY 10 FT (3.0 M) CONCRETE CISTERN STANDING 3 FT (0.9 M) ABOVE
 AA4404'THE GROUND.
 AA4404
 AA4404                          STATION RECOVERY (2003)
 AA4404
 AA4404'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 AA4404'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4102 ***********************************************************************
 DG4102  DESIGNATION -  TEBE
 DG4102  PID         -  DG4102
 DG4102  STATE/COUNTY-  CQ/
 DG4102  USGS QUAD   -  
 DG4102
 DG4102                         *CURRENT SURVEY CONTROL
 DG4102  ___________________________________________________________________
 DG4102* NAD 83(2002)-  15 04 24.96000(N)    214 20 46.49483(W)     ADJUSTED  
 DG4102* NMVD03      -        16.984  (meters)      55.72   (feet)  ADJUSTED  
 DG4102  ___________________________________________________________________
 DG4102  EPOCH DATE  -        2002.00
 DG4102  X           -  -5,086,081.855 (meters)                     COMP
 DG4102  Y           -   3,475,508.952 (meters)                     COMP
 DG4102  Z           -   1,647,983.675 (meters)                     COMP
 DG4102  ELLIP HEIGHT-          71.57  (meters)          (06/14/04) GPS OBS
 DG4102  GEOID HEIGHT-          53.40  (meters)                     EGM96
 DG4102
 DG4102  HORZ ORDER  -  FIRST
 DG4102  VERT ORDER  -  FIRST     CLASS II
 DG4102  ELLP ORDER  -  FOURTH    CLASS II
 DG4102
 DG4102.The horizontal coordinates were established by GPS observations
 DG4102.and adjusted by the National Geodetic Survey in June 2004..
 DG4102.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4102.DATUM ITEM on the data sheet items page.
 DG4102.The horizontal coordinates are valid at the epoch date displayed above.
 DG4102.The epoch date for horizontal control is a decimal equivalence
 DG4102.of Year/Month/Day.
 DG4102
 DG4102.The orthometric height was determined by differential leveling
 DG4102.and adjusted by the National Geodetic Survey in October 2004..
 DG4102
 DG4102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4102
 DG4102.The ellipsoidal height was determined by GPS observations
 DG4102.and is referenced to NAD 83.
 DG4102
 DG4102.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4102.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4102
 DG4102;                    North         East     Units Scale Factor Converg.
 DG4102;UTM  55      - 1,666,908.640   355,306.257   MT  0.99985894   -0 21 00.6
 DG4102
 DG4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4102!UTM  55      -   0.99998875  x   0.99985894  =   0.99984769
 DG4102
 DG4102                          SUPERSEDED SURVEY CONTROL
 DG4102
 DG4102.No superseded survey control is available for this station.
 DG4102
 DG4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5530666909(NAD 83)
 DG4102_MARKER: DV = VERTICAL CONTROL DISK
 DG4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4102_STAMPING: TEBE 2003
 DG4102_MARK LOGO: NGS   
 DG4102_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4102+STABILITY: SURFACE MOTION
 DG4102
 DG4102  HISTORY     - Date     Condition        Report By
 DG4102  HISTORY     - 2003     MONUMENTED       CNMI
 DG4102
 DG4102                          STATION DESCRIPTION
 DG4102
 DG4102'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4102'THE STATION IS LOCATED IN SABANETAN CHIGET AREA ON THE ISLAND OF
 DG4102'TINIAN, CNMI WHICH IS NORTH OF THE AIRPORT.  TO REACH THE STATION FROM
 DG4102'THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY. PROCEED
 DG4102'NORTH ON THE BROADWAY FOR 6.2 MILES (10.0 KM) TO THE MARK AND ABOUT
 DG4102'2.0 MILES (3.2 KM) PASSED THE BIG LOOP WITH A SHRINE.  THE STATION IS
 DG4102'A STANDARD NGS BENCH MARK SET IN THE CENTER OF THE ROAD. THE MARK IS
 DG4102'3.4 METERS (11.2 FT) WEST OF THE EAST EDGE OF THE ROAD AND 2.5 METERS
 DG4102'(8.2 FT) EAST OF THE WEST EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4407 ***********************************************************************
 AA4407  DESIGNATION -  TIDAL 1
 AA4407  PID         -  AA4407
 AA4407  STATE/COUNTY-  CQ/
 AA4407  USGS QUAD   -  
 AA4407
 AA4407                         *CURRENT SURVEY CONTROL
 AA4407  ___________________________________________________________________
 AA4407* NAD 83(2002)-  14 57 53.19472(N)    214 22 57.57706(W)     ADJUSTED  
 AA4407* NMVD03      -         2.361  (meters)       7.75   (feet)  ADJUSTED  
 AA4407  ___________________________________________________________________
 AA4407  EPOCH DATE  -        2002.00
 AA4407  X           -  -5,086,435.622 (meters)                     COMP
 AA4407  Y           -   3,480,494.601 (meters)                     COMP
 AA4407  Z           -   1,636,349.861 (meters)                     COMP
 AA4407  ELLIP HEIGHT-          56.84  (meters)          (06/14/04) GPS OBS
 AA4407  GEOID HEIGHT-          53.48  (meters)                     EGM96
 AA4407
 AA4407  HORZ ORDER  -  A
 AA4407  VERT ORDER  -  FIRST     CLASS II
 AA4407  ELLP ORDER  -  SECOND    CLASS I
 AA4407
 AA4407.The horizontal coordinates were established by GPS observations
 AA4407.and adjusted by the National Geodetic Survey in June 2004..
 AA4407.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA4407.DATUM ITEM on the data sheet items page.
 AA4407.The horizontal coordinates are valid at the epoch date displayed above.
 AA4407.The epoch date for horizontal control is a decimal equivalence
 AA4407.of Year/Month/Day.
 AA4407
 AA4407.The orthometric height was determined by differential leveling
 AA4407.and adjusted by the National Geodetic Survey in March 2004..
 AA4407
 AA4407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4407
 AA4407.The ellipsoidal height was determined by GPS observations
 AA4407.and is referenced to NAD 83.
 AA4407
 AA4407.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4407.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4407
 AA4407;                    North         East     Units Scale Factor Converg.
 AA4407;UTM  55      - 1,654,893.427   351,316.795   MT  0.99987342   -0 21 25.6
 AA4407
 AA4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4407!UTM  55      -   0.99999106  x   0.99987342  =   0.99986448
 AA4407
 AA4407                          SUPERSEDED SURVEY CONTROL
 AA4407
 AA4407  NAD 83(1993)-  14 57 53.19936(N)    214 22 57.55772(W) AD(1993.62) 1
 AA4407  ELLIP H (11/30/94)   57.44   (m)                       GP(1993.62) 5 1
 AA4407
 AA4407.Superseded values are not recommended for survey control.
 AA4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4407.See file dsdata.txt to determine how the superseded data were derived.
 AA4407
 AA4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5131754893(NAD 83)
 AA4407_MARKER: DB = BENCH MARK DISK
 AA4407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA4407_SP_SET: CURB
 AA4407_STAMPING: TIDAL MK 1 1969
 AA4407_MARK LOGO: USGS  
 AA4407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4407+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1993
 AA4407
 AA4407  HISTORY     - Date     Condition        Report By
 AA4407  HISTORY     - 1969     MONUMENTED       USGS
 AA4407  HISTORY     - 19930827 GOOD             NOS
 AA4407  HISTORY     - 20030510 GOOD             CNMI
 AA4407  HISTORY     - 20040304 GOOD             CO-OPS
 AA4407
 AA4407                          STATION DESCRIPTION
 AA4407
 AA4407'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 AA4407'TINIAN POST OFFICE 0.75 MI W OF TO TINIAN HARBOR 11.6 FT S OF THE NW
 AA4407'CORNER OF THE DOCK SET FLUSH IN A ONE FOOT CONCRETE CURB A STANDARD
 AA4407'TABLET STAMPED--TIDAL MK 1 1969--.
 AA4407
 AA4407                          STATION RECOVERY (1993)
 AA4407
 AA4407'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4407'THE STATION IS ON THE ISLAND OF TINIAN, COMMONWEALTH OF THE NORTHERN
 AA4407'MARIANA ISLANDS. THE STATION IS NEAR TINIAN HARBOR BY THE TINIAN POST
 AA4407'OFFICE.  IT IS .75 MI (1.21 KM) WEST OF TINIAN HARBOR, 11.6 FT (3.5 M)
 AA4407'SOUTH OF THE NW CORNER OF THE DOCK. IT IS SET FLUSH IN A 1 FT (0.3 M)
 AA4407'CONCRETE CURB.  THE STATION IS A BENCHMARK DISK STAMPED -TIDAL MK 1
 AA4407'1969-.
 AA4407
 AA4407                          STATION RECOVERY (2003)
 AA4407
 AA4407'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 AA4407'THE STATION IS LOCATED IN TINIAN HARBOR ON THE ISLAND OF TINIAN, CNMI.
 AA4407'TO REACH THE STATION IN THE TINIAN HARBOR, PROCEED FAR WEST END OF THE
 AA4407'HARBOR. PROCEED SOUTH TO END OF THE PIER. THE MARK IS 3.52 METERS NW
 AA4407'OF THE CORNER OF THE DOCK AND 11 CM ABOVE THE DOCK ELEVATION. THE
 AA4407'STATION IS A STANDARD USGS STANDARD TABLET, 11.6 FEET SOUTH OF THE
 AA4407'NORTHWEST CORNER OF THE DOCK, SET FLUSH IN ONE FOOT CONCRETE CURB.
 AA4407
 AA4407                          STATION RECOVERY (2004)
 AA4407
 AA4407'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2004 (JRH)
 AA4407'ADJUSTMENT ID=00000458 (NORTHERN MARIANAS VERTICAL DATUM=NM),
 AA4407'SPECIFICALLY FOR THE ISLAND OF TINIAN, IN 2004 -
 AA4407'
 AA4407'COMPUTATION OF HEIGHT FOR CONSTRAINT FOLLOWS...
 AA4407'
 AA4407'USING AN OLD ADJUSTMENT OF A THIRD-ORDER LEVELING LINE STARTING FROM
 AA4407'THE TIDE GAGE AT TINIAN HARBOR WHICH WAS COMPLETED IN APRIL 1969 BY
 AA4407'T.A. MOYE (PV 760) OF THE U.S. GEOLOGICAL SURVEY (USGS) AND
 AA4407'PUBLISHED BY THAT OFFICE FOR TINIAN ISLAND, MARIANA ISLANDS, WITH THE
 AA4407'FOLLOWING EXCERPTED INFORMATION -
 AA4407'
 AA4407'TIME PERIOD                     = 56 DAYS
 AA4407'TIDAL RANGE                     = FEBRUARY 7, 1969 - APRIL 3, 1969
 AA4407'TIDE STATION LOCATION           = TINIAN HARBOR
 AA4407'
 AA4407'BENCH MARK ELEVATION INFORMATION        IN METERS ABOVE
 AA4407'
 AA4407'     STAMPING OR DESIGNATION            MLLW        MSL (1969)
 AA4407'
 AA4407'     TIDAL GAGE REFERENCE POINT                   1.289
 AA4407'     TIDAL MK 1 1969                   2.727      2.387
 AA4407'
 AA4407'ELEVATIONS OF TIDAL DATUMS REFERRED TO MEAN LOWER LOW WATER (MLLW) IN
 AA4407'1969 AND PUBLISHED BY THE USGS, IN METERS -
 AA4407'
 AA4407'MEAN HIGHER HIGH WATER (MHHW)                     0.53
 AA4407'MEAN SEA LEVEL (MSL)                              0.34
 AA4407'MEAN LOWER LOW WATER                              0.00
 AA4407'
 AA4407'ALSO, USING INFORMATION PROVIDED BY JAMES R. HUBBARD OF THE CENTER
 AA4407'FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS (CO-OPS) ON MARCH 4,
 AA4407'2004, AS FOLLOWS -
 AA4407'
 AA4407'BASED ON THE SEA LEVEL TRENDS OBSERVED IN THE WESTERN PACIFIC AND
 AA4407'SPECIFICALLY THE UPDATED 1983-2001 EPOCH SEA LEVEL CHANGES COMPUTED
 AA4407'FOR NOS TIDE STATION 1633227 SAIPAN (MARK UH-2C), IT WAS COMMUNICATED
 AA4407'TO ED CARLSON, NGS PACIFIC REGIONAL GEODETIC ADVISOR, THAT FOR THE
 AA4407'PURPOSE OF ESTABLISHING A LOCAL MEAN SEA LEVEL NETWORK FOR ROTA AND
 AA4407'TINIAN, A SEA LEVEL ADJUSTMENT OF 0.026M (APPROXIMATELY 0.1 FT) BE
 AA4407'APPLIED TO THE DESIGNATED TIDAL BENCH MARK ELEVATIONS (DETERMINED BY
 AA4407'USGS 1969 SURVEYS) ON ROTA (TIDAL 3 1969) AND TINIAN (TIDAL 1 1969).
 AA4407'
 AA4407'                                                               METERS
 AA4407'ELEVATION OF TIDAL MK 1 1969 ABOVE MSL (1969)                   2.387
 AA4407'MSL ADJUSTMENT, DIFFERENCE BETWEEN MSL (1969) AND MSL (2004)  - 0.026
 AA4407'                                                              =======
 AA4407'ELEVATION OF TIDAL MK 1 1969 ABOVE MSL (2004)                   2.361
 AA4407'
 AA4407'
 AA4407'THE ORTHOMETRIC HEIGHTS, RESULTING FROM THE 2004 ADJUSTMENT OF THE
 AA4407'2003 LEVELING OBSERVATIONS DONE ON THE ISLAND OF TINIAN, WERE COMPUTED
 AA4407'BASED ON NORMAL GRAVITY (SEE USC+GS SPECIAL PUBLICATION 240).
 AA4407'NOTE--IF ACTUAL GRAVITY VALUES BECOME AVAILABLE IN THE NORTHERN
 AA4407'MARIANAS, 'TRUE' ORTHOMETRIC HEIGHTS MAY BE RECOMPUTED LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6136 ***********************************************************************
 DE6136  DESIGNATION -  TIDAL 3
 DE6136  PID         -  DE6136
 DE6136  STATE/COUNTY-  CQ/
 DE6136  USGS QUAD   -  
 DE6136
 DE6136                         *CURRENT SURVEY CONTROL
 DE6136  ___________________________________________________________________
 DE6136* NAD 83(2002)-  14 58 14.33991(N)    214 22 42.86542(W)     ADJUSTED  
 DE6136* NMVD03      -        19.335  (meters)      63.43   (feet)  ADJUSTED  
 DE6136  ___________________________________________________________________
 DE6136  EPOCH DATE  -        2002.00
 DE6136  X           -  -5,086,558.861 (meters)                     COMP
 DE6136  Y           -   3,480,046.293 (meters)                     COMP
 DE6136  Z           -   1,636,982.116 (meters)                     COMP
 DE6136  ELLIP HEIGHT-          73.83  (meters)          (06/14/04) GPS OBS
 DE6136  GEOID HEIGHT-          53.46  (meters)                     EGM96
 DE6136
 DE6136  HORZ ORDER  -  FIRST
 DE6136  VERT ORDER  -  FIRST     CLASS II
 DE6136  ELLP ORDER  -  FOURTH    CLASS II
 DE6136
 DE6136.The horizontal coordinates were established by GPS observations
 DE6136.and adjusted by the National Geodetic Survey in June 2004..
 DE6136.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE6136.DATUM ITEM on the data sheet items page.
 DE6136.The horizontal coordinates are valid at the epoch date displayed above.
 DE6136.The epoch date for horizontal control is a decimal equivalence
 DE6136.of Year/Month/Day.
 DE6136
 DE6136.The orthometric height was determined by differential leveling
 DE6136.and adjusted by the National Geodetic Survey in October 2004..
 DE6136.No vertical observational check was made to the station.
 DE6136
 DE6136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6136
 DE6136.The ellipsoidal height was determined by GPS observations
 DE6136.and is referenced to NAD 83.
 DE6136
 DE6136.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE6136.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE6136
 DE6136;                    North         East     Units Scale Factor Converg.
 DE6136;UTM  55      - 1,655,540.507   351,760.354   MT  0.99987179   -0 21 22.3
 DE6136
 DE6136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6136!UTM  55      -   0.99998839  x   0.99987179  =   0.99986018
 DE6136
 DE6136                          SUPERSEDED SURVEY CONTROL
 DE6136
 DE6136.No superseded survey control is available for this station.
 DE6136
 DE6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5176055541(NAD 83)
 DE6136_MARKER: DB = BENCH MARK DISK
 DE6136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6136_STAMPING: TIDAL MK 3 1969
 DE6136_MARK LOGO: USGS  
 DE6136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6136+STABILITY: SURFACE MOTION
 DE6136
 DE6136  HISTORY     - Date     Condition        Report By
 DE6136  HISTORY     - 1969     MONUMENTED       USGS
 DE6136  HISTORY     - 20030510 GOOD             CNMI
 DE6136
 DE6136                          STATION DESCRIPTION
 DE6136
 DE6136'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE6136'TINIAN POST OFFICE 0.25 MI W OF TINIAN HARBOR 0.2 MI E OF AT A STREET
 DE6136'INTERSECTION 50.0 FT SW OF INTERSECTION 20.0 FT S OF CENTERLINE RD
 DE6136'23.0 FT E CENTERLINE OF RD SET IN A CONCRETE POST STANDARD TABLET
 DE6136'STAMPED TIDAL MK 3 1969.
 DE6136
 DE6136                          STATION RECOVERY (2003)
 DE6136
 DE6136'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DE6136'THE STATION IS LOCATED IN SAN JOSE ON THE ISLAND OF TININA, CNMI.  TO
 DE6136'REACH THE STATION FROM THE TINIAN HARBOR, PROCEED ON FAREST WESTERLY
 DE6136'ROAD NORTH TO THE INTERSECTION OF 8TH AVENUE.  THE STATION IS A
 DE6136'STANDARD USGS STANDARD TABLET STAMPED (TIDAL MK 3 1969) , 50.0 FEET
 DE6136'(15.2 M) SOUTHWEST OF THE INTERSECTION, 8.0 METERS (26.2 FT) SOUTH OF
 DE6136'THE CENTERLINE OF ROAD LEADING TO THE HARBOR, 8.1 METERS (26.6 FT)
 DE6136'WEST OF THE CENTERLINE OF THE ROAD LEADING TO TONGA BEACH AND 25.0
 DE6136'METERS (82.0 FT) NORTHWEST OF A POWERPOLE.  THE STATION IS SET IN
 DE6136'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4014 ***********************************************************************
 DG4014  DESIGNATION -  TIDAL 3
 DG4014  PID         -  DG4014
 DG4014  STATE/COUNTY-  CQ/
 DG4014  USGS QUAD   -  
 DG4014
 DG4014                         *CURRENT SURVEY CONTROL
 DG4014  ___________________________________________________________________
 DG4014* NAD 83(2002)-  14 08 22.24710(N)    214 51 21.15112(W)     ADJUSTED  
 DG4014* NMVD03      -         1.482  (meters)       4.86   (feet)  ADJUSTED  
 DG4014  ___________________________________________________________________
 DG4014  EPOCH DATE  -        2002.00
 DG4014  X           -  -5,076,342.771 (meters)                     COMP
 DG4014  Y           -   3,535,496.944 (meters)                     COMP
 DG4014  Z           -   1,547,968.223 (meters)                     COMP
 DG4014  ELLIP HEIGHT-          56.26  (meters)          (06/14/04) GPS OBS
 DG4014  GEOID HEIGHT-          54.56  (meters)                     EGM96
 DG4014
 DG4014  HORZ ORDER  -  A
 DG4014  VERT ORDER  -  FIRST     CLASS II
 DG4014  ELLP ORDER  -  SECOND    CLASS I
 DG4014
 DG4014.The horizontal coordinates were established by GPS observations
 DG4014.and adjusted by the National Geodetic Survey in June 2004..
 DG4014.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4014.DATUM ITEM on the data sheet items page.
 DG4014.The horizontal coordinates are valid at the epoch date displayed above.
 DG4014.The epoch date for horizontal control is a decimal equivalence
 DG4014.of Year/Month/Day.
 DG4014
 DG4014.The orthometric height was determined by differential leveling
 DG4014.and adjusted by the National Geodetic Survey in March 2004..
 DG4014
 DG4014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4014
 DG4014.The ellipsoidal height was determined by GPS observations
 DG4014.and is referenced to NAD 83.
 DG4014
 DG4014.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4014.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4014
 DG4014;                    North         East     Units Scale Factor Converg.
 DG4014;UTM  55      - 1,563,948.609   299,673.019   MT  1.00009641   -0 27 12.6
 DG4014
 DG4014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4014!UTM  55      -   0.99999115  x   1.00009641  =   1.00008756
 DG4014
 DG4014|---------------------------------------------------------------------|
 DG4014| PID    Reference Object                     Distance      Geod. Az  |
 DG4014|                                                           dddmmss.s |
 DG4014| DG4003 TAM 1                               206.545 METERS 33836     |
 DG4014|---------------------------------------------------------------------|
 DG4014
 DG4014                          SUPERSEDED SURVEY CONTROL
 DG4014
 DG4014.No superseded survey control is available for this station.
 DG4014
 DG4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR9967363949(NAD 83)
 DG4014_MARKER: DB = BENCH MARK DISK
 DG4014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4014_SP_SET: SEA WALL
 DG4014_STAMPING: TIDAL MK 3 1969
 DG4014_MARK LOGO: USGS  
 DG4014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4014+STABILITY: SURFACE MOTION
 DG4014
 DG4014  HISTORY     - Date     Condition        Report By
 DG4014  HISTORY     - 1969     MONUMENTED       USGS
 DG4014  HISTORY     - 20030528 GOOD             CNMI
 DG4014  HISTORY     - 20040304 GOOD             CO-OPS
 DG4014
 DG4014                          STATION DESCRIPTION
 DG4014
 DG4014'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (PPC)
 DG4014'THE STATION IS LOCATED ON ROTA ISLAND OF THE COMMONWEALTH OF THE
 DG4014'NORTHERN MARIANA ISLANDS.  STATION IS LOCATED IN ROTA EAST HARBOR. THE
 DG4014'STATION IS ON THE NORTHEAST CORNER OF THE SEA WALL, 1.5 FEET (0.5 M)
 DG4014'WEST OF THE SOUTH EDGE OF THE SEA WALL, 1.5 FEET (0.5 M) WEST OF THE
 DG4014'EAST EDGE OF THE SEA WALL, AND IS A STANDARD USGS TABLET STAMPED TIDAL
 DG4014'MK 3 1969.
 DG4014
 DG4014                          STATION RECOVERY (2004)
 DG4014
 DG4014'RECOVERY NOTE BY CEN OPER OCEANOG PROD+SVCS 2004 (JRH)
 DG4014'ADJUSTMENT ID=00000457 (NORTHERN MARIANAS VERTICAL DATUM=NM),
 DG4014'SPECIFICALLY FOR THE ISLAND OF ROTA, IN 2004 -
 DG4014'
 DG4014'COMPUTATION OF HEIGHT FOR CONSTRAINT FOLLOWS...
 DG4014'
 DG4014'USING AN OLD ADJUSTMENT OF A DOUBLE-RUN, THIRD-ORDER LEVELING LINE
 DG4014'FROM TIDE GAGE AT ROTA EAST HARBOR EASTERLY TO ROTA AIRPORT WHICH WAS
 DG4014'COMPLETED IN FEBRUARY 1969 BY T.A. MOYE (PV 758) OF THE U.S.
 DG4014'GEOLOGICAL SURVEY (USGS) AND PUBLISHED BY THAT OFFICE FOR ROTA ISLAND,
 DG4014'MARIANA ISLANDS, WITH THE FOLLOWING EXCERPTED INFORMATION -
 DG4014'
 DG4014'TIME PERIOD                     = 29 DAYS
 DG4014'TIDAL RANGE                     = FEBRUARY 11, 1969 - MARCH 11, 1969
 DG4014'TIDE STATION LOCATION           = ROTA EAST HARBOR
 DG4014'
 DG4014'BENCH MARK ELEVATION INFORMATION        IN METERS ABOVE
 DG4014'
 DG4014'     STAMPING OR DESIGNATION            MLLW        MSL (1969)
 DG4014'
 DG4014'     TIDAL GAGE REFERENCE POINT                   2.057
 DG4014'     TIDAL MK 1 1969                   2.014      1.644
 DG4014'     TIDAL MK 3 1969                              1.508
 DG4014'
 DG4014'ELEVATIONS OF TIDAL DATUMS REFERRED TO MEAN LOWER LOW WATER (MLLW) IN
 DG4014'1969 AND PUBLISHED BY THE USGS, IN METERS -
 DG4014'
 DG4014'MEAN HIGHER HIGH WATER (MHHW)                     0.62
 DG4014'MEAN SEA LEVEL (MSL)                              0.37
 DG4014'MEAN LOWER LOW WATER                              0.00
 DG4014'
 DG4014'ALSO, USING INFORMATION PROVIDED BY JAMES R. HUBBARD OF THE CENTER
 DG4014'FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS (CO-OPS) ON MARCH 4,
 DG4014'2004, AS FOLLOWS -
 DG4014'
 DG4014'BASED ON THE SEA LEVEL TRENDS OBSERVED IN THE WESTERN PACIFIC AND
 DG4014'SPECIFICALLY THE UPDATED 1983-2001 EPOCH SEA LEVEL CHANGES COMPUTED
 DG4014'FOR NOS TIDE STATION 1633227 SAIPAN (MARK UH-2C), IT WAS COMMUNICATED
 DG4014'TO ED CARLSON, NGS PACIFIC REGIONAL GEODETIC ADVISOR, THAT FOR THE
 DG4014'PURPOSE OF ESTABLISHING A LOCAL MEAN SEA LEVEL NETWORK FOR ROTA AND
 DG4014'TINIAN, A SEA LEVEL ADJUSTMENT OF 0.026M (APPROXIMATELY 0.1 FT) BE
 DG4014'APPLIED TO THE DESIGNATED TIDAL BENCH MARK ELEVATIONS (DETERMINED BY
 DG4014'USGS 1969 SURVEYS) ON ROTA (TIDAL 3 1969) AND TINIAN (TIDAL 1 1969).
 DG4014'
 DG4014'                                                               METERS
 DG4014'ELEVATION OF TIDAL MK 3 1969 ABOVE MSL (1969)                   1.508
 DG4014'MSL ADJUSTMENT, DIFFERENCE BETWEEN MSL (1969) AND MSL (2004)  - 0.026
 DG4014'                                                              =======
 DG4014'ELEVATION OF TIDAL MK 3 1969 ABOVE MSL (2004)                   1.482
 DG4014'
 DG4014'
 DG4014'THE ORTHOMETRIC HEIGHTS, RESULTING FROM THE 2004 ADJUSTMENT OF THE
 DG4014'2003 LEVELING OBSERVATIONS DONE ON THE ISLAND OF ROTA, WERE COMPUTED
 DG4014'BASED ON NORMAL GRAVITY (SEE USC+GS SPECIAL PUBLICATION 240).
 DG4014'NOTE--IF ACTUAL GRAVITY VALUES BECOME AVAILABLE IN THE NORTHERN
 DG4014'MARIANAS, 'TRUE' ORTHOMETRIC HEIGHTS MAY BE RECOMPUTED LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4130 ***********************************************************************
 DG4130  DESIGNATION -  TIM
 DG4130  PID         -  DG4130
 DG4130  STATE/COUNTY-  CQ/
 DG4130  USGS QUAD   -  
 DG4130
 DG4130                         *CURRENT SURVEY CONTROL
 DG4130  ___________________________________________________________________
 DG4130* NAD 83(2002)-  15 00 24.13305(N)    214 23 26.41992(W)     ADJUSTED  
 DG4130* NMVD03      -        74.314  (meters)     243.81   (feet)  ADJUSTED  
 DG4130  ___________________________________________________________________
 DG4130  EPOCH DATE  -        2002.00
 DG4130  X           -  -5,085,016.465 (meters)                     COMP
 DG4130  Y           -   3,480,567.609 (meters)                     COMP
 DG4130  Z           -   1,640,850.002 (meters)                     COMP
 DG4130  ELLIP HEIGHT-         128.99  (meters)          (06/14/04) GPS OBS
 DG4130  GEOID HEIGHT-          53.61  (meters)                     EGM96
 DG4130
 DG4130  HORZ ORDER  -  FIRST
 DG4130  VERT ORDER  -  FIRST     CLASS II
 DG4130  ELLP ORDER  -  FOURTH    CLASS II
 DG4130
 DG4130.The horizontal coordinates were established by GPS observations
 DG4130.and adjusted by the National Geodetic Survey in June 2004..
 DG4130.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4130.DATUM ITEM on the data sheet items page.
 DG4130.The horizontal coordinates are valid at the epoch date displayed above.
 DG4130.The epoch date for horizontal control is a decimal equivalence
 DG4130.of Year/Month/Day.
 DG4130
 DG4130.The orthometric height was determined by differential leveling
 DG4130.and adjusted by the National Geodetic Survey in October 2004..
 DG4130.No vertical observational check was made to the station.
 DG4130
 DG4130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4130
 DG4130.The ellipsoidal height was determined by GPS observations
 DG4130.and is referenced to NAD 83.
 DG4130
 DG4130.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4130.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4130
 DG4130;                    North         East     Units Scale Factor Converg.
 DG4130;UTM  55      - 1,659,537.346   350,484.213   MT  0.99987649   -0 21 36.6
 DG4130
 DG4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4130!UTM  55      -   0.99997972  x   0.99987649  =   0.99985621
 DG4130
 DG4130                          SUPERSEDED SURVEY CONTROL
 DG4130
 DG4130.No superseded survey control is available for this station.
 DG4130
 DG4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5048459537(NAD 83)
 DG4130_MARKER: DV = VERTICAL CONTROL DISK
 DG4130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4130_STAMPING: TIM 2003
 DG4130_MARK LOGO: NGS   
 DG4130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4130+STABILITY: SURFACE MOTION
 DG4130
 DG4130  HISTORY     - Date     Condition        Report By
 DG4130  HISTORY     - 2003     MONUMENTED       CNMI
 DG4130
 DG4130                          STATION DESCRIPTION
 DG4130
 DG4130'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003 (EDG)
 DG4130'THE STATION IS LOCATED NORTHWEST OF SAN JOSE IN THE KAHET AREA ON THE
 DG4130'ISLAND OF TINIAN, CNMI. TO REACH THE STATION FROM THE INTER- SECTION
 DG4130'OF THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY FOR 1.4
 DG4130'MILES TO THE INTERSECTION. PROCEED WEST AT THE INTERSECTION FOR 1.6
 DG4130'MILES TO THE INTERSECTION OF 8TH AVENUE AND THE SEABEE MONUMENT ON THE
 DG4130'NORTHWEST SIDE OF THE INTERSECTION. PROCEED SOUTH ON 8TH AVENUE FOR
 DG4130'0.6 MILES TO STATION. THE STATION IS A STANDARD NGS BENCH MARK SET IN
 DG4130'THE CENTERLINE OF THE ROAD. 40 FT (12.20M) FROM FENCE CORNER. POWER
 DG4130'POLE SW 33.0 FT (10.10M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4409 ***********************************************************************
 AA4409  DESIGNATION -  TIQ A
 AA4409  PID         -  AA4409
 AA4409  STATE/COUNTY-  CQ/
 AA4409  USGS QUAD   -  
 AA4409
 AA4409                         *CURRENT SURVEY CONTROL
 AA4409  ___________________________________________________________________
 AA4409* NAD 83(1993)-  14 59 55.72708(N)    214 22 26.95928(W)     ADJUSTED  
 AA4409* LOCAL TIDAL -        81.     (meters)     266.     (feet)  GPS OBS   
 AA4409  ___________________________________________________________________
 AA4409  EPOCH DATE  -        1993.62
 AA4409  X           -  -5,086,211.743 (meters)                     COMP
 AA4409  Y           -   3,479,233.020 (meters)                     COMP
 AA4409  Z           -   1,640,008.480 (meters)                     COMP
 AA4409  ELLIP HEIGHT-         136.00  (meters)          (11/30/94) GPS OBS
 AA4409  GEOID HEIGHT-          53.47  (meters)                     EGM96
 AA4409
 AA4409  HORZ ORDER  -  FIRST
 AA4409  ELLP ORDER  -  FIFTH     CLASS I
 AA4409
 AA4409.The horizontal coordinates were established by GPS observations
 AA4409.and adjusted by the National Geodetic Survey in November 1994..
 AA4409.No horizontal observational check was made to the station.
 AA4409.The horizontal coordinates are valid at the epoch date displayed above.
 AA4409.The epoch date for horizontal control is a decimal equivalence
 AA4409.of Year/Month/Day.
 AA4409
 AA4409.The orthometric height was determined by GPS observations and a
 AA4409.high-resolution geoid model.
 AA4409.No vertical observational check was made to the station.
 AA4409
 AA4409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4409
 AA4409.The ellipsoidal height was determined by GPS observations
 AA4409.and is referenced to NAD 83.
 AA4409
 AA4409.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4409.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4409
 AA4409;                    North         East     Units Scale Factor Converg.
 AA4409;UTM  55      - 1,658,653.299   352,254.871   MT  0.99986998   -0 21 20.5
 AA4409
 AA4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4409!UTM  55      -   0.99997862  x   0.99986998  =   0.99984860
 AA4409
 AA4409                          SUPERSEDED SURVEY CONTROL
 AA4409
 AA4409.No superseded survey control is available for this station.
 AA4409
 AA4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5225558653(NAD 83)
 AA4409_MARKER: DD = SURVEY DISK
 AA4409_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA4409_SP_SET: IRREGULAR CONCRETE MASS
 AA4409_STAMPING: TIQ A
 AA4409_MARK LOGO: NOS   
 AA4409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4409+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4409
 AA4409  HISTORY     - Date     Condition        Report By
 AA4409  HISTORY     - 1993     MONUMENTED       NOS
 AA4409
 AA4409                          STATION DESCRIPTION
 AA4409
 AA4409'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4409'THE STATION IS ON THE TINIAN AIRPORT ON THE ISLAND OF TINIAN,
 AA4409'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. THE STATION IS NEAR THE
 AA4409'EAST END OT THE RUNWAY.  IT IS 102.3 FT (31.2 M) NORTH FROM THE NORTH
 AA4409'EDGE OF THE RUNWAY, 179 FT (54.6 M) FROM THE CENTER OF AN OLD LIGHT
 AA4409'BASE AT THE NORTHEAST CORNER OF THE RUNWAY, AND 82 FT (25.0 M) SOUTH
 AA4409'OF THE CENTER OF A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4410 ***********************************************************************
 AA4410  DESIGNATION -  TIQ B
 AA4410  PID         -  AA4410
 AA4410  STATE/COUNTY-  CQ/
 AA4410  USGS QUAD   -  
 AA4410
 AA4410                         *CURRENT SURVEY CONTROL
 AA4410  ___________________________________________________________________
 AA4410* NAD 83(1993)-  14 59 45.42122(N)    214 22 57.41246(W)     ADJUSTED  
 AA4410* NMVD03      -        76.696  (meters)     251.63   (feet)  ADJUSTED  
 AA4410  ___________________________________________________________________
 AA4410  EPOCH DATE  -        1993.62
 AA4410  X           -  -5,085,762.390 (meters)                     COMP
 AA4410  Y           -   3,480,027.970 (meters)                     COMP
 AA4410  Z           -   1,639,701.444 (meters)                     COMP
 AA4410  ELLIP HEIGHT-         131.90  (meters)          (11/30/94) GPS OBS
 AA4410  GEOID HEIGHT-          53.53  (meters)                     EGM96
 AA4410
 AA4410  HORZ ORDER  -  FIRST
 AA4410  VERT ORDER  -  FIRST     CLASS II
 AA4410  ELLP ORDER  -  FIFTH     CLASS I
 AA4410
 AA4410.The horizontal coordinates were established by GPS observations
 AA4410.and adjusted by the National Geodetic Survey in November 1994..
 AA4410.No horizontal observational check was made to the station.
 AA4410.The horizontal coordinates are valid at the epoch date displayed above.
 AA4410.The epoch date for horizontal control is a decimal equivalence
 AA4410.of Year/Month/Day.
 AA4410
 AA4410.The orthometric height was determined by differential leveling
 AA4410.and adjusted by the National Geodetic Survey in October 2004..
 AA4410.No vertical observational check was made to the station.
 AA4410
 AA4410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4410
 AA4410.The ellipsoidal height was determined by GPS observations
 AA4410.and is referenced to NAD 83.
 AA4410
 AA4410.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4410.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4410
 AA4410;                    North         East     Units Scale Factor Converg.
 AA4410;UTM  55      - 1,658,342.252   351,343.230   MT  0.99987332   -0 21 28.1
 AA4410
 AA4410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4410!UTM  55      -   0.99997926  x   0.99987332  =   0.99985258
 AA4410
 AA4410:                Primary Azimuth Mark                     Grid Az
 AA4410:UTM  55      -  TIQ C                                    276 29 47.9
 AA4410
 AA4410|---------------------------------------------------------------------|
 AA4410| PID    Reference Object                     Distance      Geod. Az  |
 AA4410|                                                           dddmmss.s |
 AA4410| AA4411 TIQ C                               APPROX. 0.6 KM 2760819.8 |
 AA4410|---------------------------------------------------------------------|
 AA4410
 AA4410                          SUPERSEDED SURVEY CONTROL
 AA4410
 AA4410.No superseded survey control is available for this station.
 AA4410
 AA4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5134358342(NAD 83)
 AA4410_MARKER: DV = VERTICAL CONTROL DISK
 AA4410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4410_SP_SET: IRREGULAR CONCRETE MASS
 AA4410_STAMPING: TIQ B
 AA4410_MARK LOGO: NOS   
 AA4410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4410+STABILITY: SURFACE MOTION
 AA4410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4410+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4410
 AA4410  HISTORY     - Date     Condition        Report By
 AA4410  HISTORY     - 1993     MONUMENTED       NOS
 AA4410  HISTORY     - 1995     GOOD             NGS
 AA4410  HISTORY     - 20030511 GOOD             NGS
 AA4410
 AA4410                          STATION DESCRIPTION
 AA4410
 AA4410'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4410'THE STATION IS THE TINIAN AIRPORT ON THE ISLAND OF TINIAN,
 AA4410'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. THE STATION IS AT THE
 AA4410'APPROXIMATE MIDPOINT OF THE RUNWAY ON THE SOUTH SIDE.  IT IS 202.5 FT
 AA4410'(61.7 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY, AND 275 FT (83.8 M)
 AA4410'WEST SOUTHWEST FROM THE SOUTHWEST CORNER OF THE OLD TURNOUT.
 AA4410
 AA4410                          STATION RECOVERY (1995)
 AA4410
 AA4410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA4410'THE STATION IS LOCATED AT THE AIRPORT NEAR RWY END 8 ON THE NORTHWEST
 AA4410'SIDE OF THE RUNWAY.  THE STATION IS LOCATED 126.7 FT (38.6 M) NE OF
 AA4410'RAPI (8) POWER BOX, 201.1 FT (61.3 M) NW OF THE 5/1 DISTANCE MAKER
 AA4410'BOX, 211.2 FT (64.4 M) NNW OF THE NW EDGE OF THE RUNWAY, AND 21 FT
 AA4410'(6.4 M) NNW OF THE CENTER OF A SHALLOW DRAINAGE DITCH.  THE STATION IS
 AA4410'A STANDARD NOS DISK STAMPED TIQ C 1993 AND SET IN A DRILL HOLE IN THE
 AA4410'TOP OF A ROCK OUTCROP 0.3 FT (9.1 CM) ABOVE THE SURFACE.
 AA4410
 AA4410                          STATION RECOVERY (2003)
 AA4410
 AA4410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 AA4410'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA4411 ***********************************************************************
 AA4411  FBN         -  This is a Federal Base Network Control Station.
 AA4411  DESIGNATION -  TIQ C
 AA4411  PID         -  AA4411
 AA4411  STATE/COUNTY-  CQ/
 AA4411  USGS QUAD   -  
 AA4411
 AA4411                         *CURRENT SURVEY CONTROL
 AA4411  ___________________________________________________________________
 AA4411* NAD 83(2002)-  14 59 47.44788(N)    214 23 16.80018(W)     ADJUSTED  
 AA4411* NMVD03      -        71.847  (meters)     235.72   (feet)  ADJUSTED  
 AA4411  ___________________________________________________________________
 AA4411  EPOCH DATE  -        2002.00
 AA4411  X           -  -5,085,417.635 (meters)                     COMP
 AA4411  Y           -   3,480,493.922 (meters)                     COMP
 AA4411  Z           -   1,639,760.210 (meters)                     COMP
 AA4411  ELLIP HEIGHT-         126.47  (meters)          (06/14/04) GPS OBS
 AA4411  GEOID HEIGHT-          53.57  (meters)                     EGM96
 AA4411
 AA4411  HORZ ORDER  -  A
 AA4411  VERT ORDER  -  FIRST     CLASS II
 AA4411  ELLP ORDER  -  SECOND    CLASS I
 AA4411
 AA4411.The horizontal coordinates were established by GPS observations
 AA4411.and adjusted by the National Geodetic Survey in June 2004..
 AA4411.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA4411.DATUM ITEM on the data sheet items page.
 AA4411.The horizontal coordinates are valid at the epoch date displayed above.
 AA4411.The epoch date for horizontal control is a decimal equivalence
 AA4411.of Year/Month/Day.
 AA4411
 AA4411.The orthometric height was determined by differential leveling
 AA4411.and adjusted by the National Geodetic Survey in October 2004..
 AA4411.No vertical observational check was made to the station.
 AA4411
 AA4411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4411
 AA4411.The ellipsoidal height was determined by GPS observations
 AA4411.and is referenced to NAD 83.
 AA4411
 AA4411.The geoid height was determined by EARTH GRAVITY MODEL 96.
 AA4411.The EGM96 model is referenced to the WGS84 ellipsoid.
 AA4411
 AA4411;                    North         East     Units Scale Factor Converg.
 AA4411;UTM  55      - 1,658,408.158   350,764.483   MT  0.99987545   -0 21 33.2
 AA4411
 AA4411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4411!UTM  55      -   0.99998011  x   0.99987545  =   0.99985557
 AA4411
 AA4411:                Primary Azimuth Mark                     Grid Az
 AA4411:UTM  55      -  TIQ B                                    096 29 48.0
 AA4411
 AA4411|---------------------------------------------------------------------|
 AA4411| PID    Reference Object                     Distance      Geod. Az  |
 AA4411|                                                           dddmmss.s |
 AA4411| AA4410 TIQ B                               APPROX. 0.6 KM 0960814.8 |
 AA4411|---------------------------------------------------------------------|
 AA4411
 AA4411                          SUPERSEDED SURVEY CONTROL
 AA4411
 AA4411  NAD 83(1993)-  14 59 47.45334(N)    214 23 16.78072(W) AD(1993.62) A
 AA4411  ELLIP H (11/30/94)  127.07   (m)                       GP(1993.62) 3 2
 AA4411
 AA4411.Superseded values are not recommended for survey control.
 AA4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4411.See file dsdata.txt to determine how the superseded data were derived.
 AA4411
 AA4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5076458408(NAD 83)
 AA4411_MARKER: DV = VERTICAL CONTROL DISK
 AA4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4411_SP_SET: IRREGULAR CONCRETE MASS
 AA4411_STAMPING: TIQ C
 AA4411_MARK LOGO: NGS   
 AA4411_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4411+STABILITY: SURFACE MOTION
 AA4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4411+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4411
 AA4411  HISTORY     - Date     Condition        Report By
 AA4411  HISTORY     - 1993     MONUMENTED       NOS
 AA4411  HISTORY     - 1995     GOOD             NGS
 AA4411  HISTORY     - 20030511 GOOD             NGS
 AA4411
 AA4411                          STATION DESCRIPTION
 AA4411
 AA4411'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA4411'THE STATION IS LOCATED ON THE TINIAN AIRPORT ON THE ISLAND OF TINIAN,
 AA4411'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS. THE STATION IS NEAR THE
 AA4411'WEST END OF THE RUNWAY, IT IS 900 FT (274.3 M) EAST OF THE WEST RUNWAY
 AA4411'END, 140.3 FT (42.8 M) SOUTHWEST FROM THE WESTERLY WINDSOCK, 211.6 FT
 AA4411'(64.5 M) NORTH FROM THE NORTH EDGE OF THE RUNWAY.
 AA4411
 AA4411                          STATION RECOVERY (1995)
 AA4411
 AA4411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA4411'RECOVERED IN GOOD CONDITION.
 AA4411
 AA4411                          STATION RECOVERY (2003)
 AA4411
 AA4411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 AA4411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3935 ***********************************************************************
 DG3935  DESIGNATION -  TKF 1
 DG3935  PID         -  DG3935
 DG3935  STATE/COUNTY-  CQ/
 DG3935  USGS QUAD   -  
 DG3935
 DG3935                         *CURRENT SURVEY CONTROL
 DG3935  ___________________________________________________________________
 DG3935* NAD 83(1986)-  15 12 32.     (N)    214 14 36.     (W)     SCALED    
 DG3935* NMVD03      -       188.954  (meters)     619.93   (feet)  ADJUSTED  
 DG3935  ___________________________________________________________________
 DG3935  GEOID HEIGHT-          52.95  (meters)                     EGM96
 DG3935
 DG3935  VERT ORDER  -  FIRST     CLASS II
 DG3935
 DG3935.The horizontal coordinates were scaled from a topographic map and have
 DG3935.an estimated accuracy of +/- 6 seconds.
 DG3935
 DG3935.The orthometric height was determined by differential leveling
 DG3935.and adjusted by the National Geodetic Survey in October 2004..
 DG3935.No vertical observational check was made to the station.
 DG3935
 DG3935.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3935.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3935
 DG3935                          SUPERSEDED SURVEY CONTROL
 DG3935
 DG3935.No superseded survey control is available for this station.
 DG3935
 DG3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS664818(NAD 83)
 DG3935_MARKER: DV = VERTICAL CONTROL DISK
 DG3935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3935_SP_SET: CULVERT HEADWALL
 DG3935_STAMPING: TKF 1 2003
 DG3935_MARK LOGO: NGS   
 DG3935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3935+STABILITY: SURFACE MOTION
 DG3935
 DG3935  HISTORY     - Date     Condition        Report By
 DG3935  HISTORY     - 2003     MONUMENTED       NGS
 DG3935
 DG3935                          STATION DESCRIPTION
 DG3935
 DG3935'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3935'THE STATION IS LOCATED IN CAPITAL HILL AREA ON THE ISLAND OF SAIPAN,
 DG3935'CNMI.  TO REACH THE STATION FROM THE INTERSECTION OF CROS ISLAND ROAD
 DG3935'AND TALUFOFO ROAD PROCEED EAST ON TALUFOFO ROAD FOR 0.1 MILES (0.2 KM)
 DG3935'TO THE CULVERT ON RIGHT SIDE OF THE ROAD.  THE STATION IS A STANDARD
 DG3935'NGS BENCH MARK DISK SET IN TOP OF THE CULVERT OR HEADWALL 2 FEET (0.6
 DG3935'M) ABOVE THE GROUND, 4.4 METERS (14.4 FT) NORTHWEST FROM A POWER POLE,
 DG3935'6.78 METERS (22.24 FT) NORTHWEST FROM THE TELEPHONE BOX, 5.60 METERS
 DG3935'(18.37 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD, 1.6 METERS (5.2
 DG3935'FT) SOUTHWEST FROM THE EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3936 ***********************************************************************
 DG3936  DESIGNATION -  TKF 2
 DG3936  PID         -  DG3936
 DG3936  STATE/COUNTY-  CQ/
 DG3936  USGS QUAD   -  
 DG3936
 DG3936                         *CURRENT SURVEY CONTROL
 DG3936  ___________________________________________________________________
 DG3936* NAD 83(1986)-  15 12 33.     (N)    214 14 00.     (W)     SCALED    
 DG3936* NMVD03      -       102.920  (meters)     337.66   (feet)  ADJUSTED  
 DG3936  ___________________________________________________________________
 DG3936  GEOID HEIGHT-          52.88  (meters)                     EGM96
 DG3936
 DG3936  VERT ORDER  -  FIRST     CLASS II
 DG3936
 DG3936.The horizontal coordinates were scaled from a topographic map and have
 DG3936.an estimated accuracy of +/- 6 seconds.
 DG3936
 DG3936.The orthometric height was determined by differential leveling
 DG3936.and adjusted by the National Geodetic Survey in October 2004..
 DG3936.No vertical observational check was made to the station.
 DG3936
 DG3936.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3936.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3936
 DG3936                          SUPERSEDED SURVEY CONTROL
 DG3936
 DG3936.No superseded survey control is available for this station.
 DG3936
 DG3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS675818(NAD 83)
 DG3936_MARKER: DV = VERTICAL CONTROL DISK
 DG3936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3936_SP_SET: CULVERT HEADWALL
 DG3936_STAMPING: TKF 2 2003
 DG3936_MARK LOGO: NGS   
 DG3936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3936+STABILITY: SURFACE MOTION
 DG3936
 DG3936  HISTORY     - Date     Condition        Report By
 DG3936  HISTORY     - 2003     MONUMENTED       NGS
 DG3936
 DG3936                          STATION DESCRIPTION
 DG3936
 DG3936'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3936'THE STATION IS LOCATED IN TALUFOFO AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3936'TO REACH THE STATION FROM THE INTERSECTION OF CROSS ISLAND ROAD AND
 DG3936'TALUFOFO ROAD PROCEED EAST ON TALUFOFO ROAD FOR 0.7 MILES (1.1 KM) TO
 DG3936'THE CULVERT.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP
 DG3936'OF THE CULVERT OR HEADWALL 0.5 METERS (1.6 FT) ABOVE THE GROUND, 18.7
 DG3936'METERS (61.4 FT) NORTHWEST FROM THE POWER POLE, 4.68 METERS (15.35 FT)
 DG3936'NORTHEAST FORM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3937 ***********************************************************************
 DG3937  DESIGNATION -  TKF 3
 DG3937  PID         -  DG3937
 DG3937  STATE/COUNTY-  CQ/
 DG3937  USGS QUAD   -  
 DG3937
 DG3937                         *CURRENT SURVEY CONTROL
 DG3937  ___________________________________________________________________
 DG3937* NAD 83(1986)-  15 12 33.     (N)    214 13 48.     (W)     SCALED    
 DG3937* NMVD03      -        43.797  (meters)     143.69   (feet)  ADJUSTED  
 DG3937  ___________________________________________________________________
 DG3937  GEOID HEIGHT-          52.85  (meters)                     EGM96
 DG3937
 DG3937  VERT ORDER  -  FIRST     CLASS II
 DG3937
 DG3937.The horizontal coordinates were scaled from a topographic map and have
 DG3937.an estimated accuracy of +/- 6 seconds.
 DG3937
 DG3937.The orthometric height was determined by differential leveling
 DG3937.and adjusted by the National Geodetic Survey in October 2004..
 DG3937.No vertical observational check was made to the station.
 DG3937
 DG3937.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3937.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3937
 DG3937                          SUPERSEDED SURVEY CONTROL
 DG3937
 DG3937.No superseded survey control is available for this station.
 DG3937
 DG3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS678818(NAD 83)
 DG3937_MARKER: DV = VERTICAL CONTROL DISK
 DG3937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3937_SP_SET: CULVERT HEADWALL
 DG3937_STAMPING: TKF 3 2003
 DG3937_MARK LOGO: NGS   
 DG3937_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3937+STABILITY: SURFACE MOTION
 DG3937
 DG3937  HISTORY     - Date     Condition        Report By
 DG3937  HISTORY     - 2003     MONUMENTED       NGS
 DG3937
 DG3937                          STATION DESCRIPTION
 DG3937
 DG3937'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3937'THE STATION IS LOCATED IN TALUFOFO AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3937'TO REACH THE STATION FROM THE INTERSECTION OF CROS ISLAND ROAD AND
 DG3937'TALUFOFO ROAD PROCEED EAST ON TALUFOFO ROAD FOR 1.1 MILES (1.8 KM) TO
 DG3937'THE CULVERT.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP
 DG3937'OF THE CULVERT OR HEADWALL 1.0 FOOT (0.3 M) ABOVE THE GROUND, 15.52
 DG3937'METERS (50.92 FT) SOUTHEAST FROM THE POWER POLE, 25.18 METERS (82.61
 DG3937'FT) SOUTHWEST FROM THE END OF THE GUARD RAIL, 5.0 METERS (16.4 FT)
 DG3937'SOUTHWEST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3938 ***********************************************************************
 DG3938  DESIGNATION -  TKF 4
 DG3938  PID         -  DG3938
 DG3938  STATE/COUNTY-  CQ/
 DG3938  USGS QUAD   -  
 DG3938
 DG3938                         *CURRENT SURVEY CONTROL
 DG3938  ___________________________________________________________________
 DG3938* NAD 83(1986)-  15 12 55.     (N)    214 13 22.     (W)     SCALED    
 DG3938* NMVD03      -        15.234  (meters)      49.98   (feet)  ADJUSTED  
 DG3938  ___________________________________________________________________
 DG3938  GEOID HEIGHT-          52.81  (meters)                     EGM96
 DG3938
 DG3938  VERT ORDER  -  FIRST     CLASS II
 DG3938
 DG3938.The horizontal coordinates were scaled from a topographic map and have
 DG3938.an estimated accuracy of +/- 6 seconds.
 DG3938
 DG3938.The orthometric height was determined by differential leveling
 DG3938.and adjusted by the National Geodetic Survey in October 2004..
 DG3938.No vertical observational check was made to the station.
 DG3938
 DG3938.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3938.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3938
 DG3938                          SUPERSEDED SURVEY CONTROL
 DG3938
 DG3938.No superseded survey control is available for this station.
 DG3938
 DG3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS686825(NAD 83)
 DG3938_MARKER: DV = VERTICAL CONTROL DISK
 DG3938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3938_SP_SET: CULVERT HEADWALL
 DG3938_STAMPING: TKF 4 2003
 DG3938_MARK LOGO: NGS   
 DG3938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3938+STABILITY: SURFACE MOTION
 DG3938
 DG3938  HISTORY     - Date     Condition        Report By
 DG3938  HISTORY     - 2003     MONUMENTED       NGS
 DG3938
 DG3938                          STATION DESCRIPTION
 DG3938
 DG3938'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3938'THE STATION IS LOCATED IN TALUFOFO AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3938'TO REACH THE STATION FROM THE INTERSECTION OF CROSS ISLAND ROAD AND
 DG3938'TALUFOFO ROAD PROCEED EAST ON TALUFOFO ROAD FOR 1.8 MILES (2.9 KM) TO
 DG3938'THE CULVERT.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP
 DG3938'OF THE CULVERT OR HEADWALL 18 INCHES ABOVE THE GROUND, 15.38 METERS
 DG3938'(50.46 FT) NORTHEAST FROM THE POWER POLE, 5.0 METERS (16.4 FT)
 DG3938'SOUTHEAST FROM THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG3939 ***********************************************************************
 DG3939  DESIGNATION -  TKF 5
 DG3939  PID         -  DG3939
 DG3939  STATE/COUNTY-  CQ/
 DG3939  USGS QUAD   -  
 DG3939
 DG3939                         *CURRENT SURVEY CONTROL
 DG3939  ___________________________________________________________________
 DG3939* NAD 83(1986)-  15 13 19.     (N)    214 13 18.     (W)     SCALED    
 DG3939* NMVD03      -        42.045  (meters)     137.94   (feet)  ADJUSTED  
 DG3939  ___________________________________________________________________
 DG3939  GEOID HEIGHT-          52.83  (meters)                     EGM96
 DG3939
 DG3939  VERT ORDER  -  FIRST     CLASS II
 DG3939
 DG3939.The horizontal coordinates were scaled from a topographic map and have
 DG3939.an estimated accuracy of +/- 6 seconds.
 DG3939
 DG3939.The orthometric height was determined by differential leveling
 DG3939.and adjusted by the National Geodetic Survey in October 2004..
 DG3939.No vertical observational check was made to the station.
 DG3939
 DG3939.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG3939.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG3939
 DG3939                          SUPERSEDED SURVEY CONTROL
 DG3939
 DG3939.No superseded survey control is available for this station.
 DG3939
 DG3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS687832(NAD 83)
 DG3939_MARKER: DV = VERTICAL CONTROL DISK
 DG3939_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG3939_SP_SET: CULVERT HEADWALL
 DG3939_STAMPING: TKF 5 2003
 DG3939_MARK LOGO: NGS   
 DG3939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3939+STABILITY: SURFACE MOTION
 DG3939
 DG3939  HISTORY     - Date     Condition        Report By
 DG3939  HISTORY     - 2003     MONUMENTED       NGS
 DG3939
 DG3939                          STATION DESCRIPTION
 DG3939
 DG3939'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (EDG)
 DG3939'THE STATION IS LOCATED IN TALUFOFO AREA ON THE ISLAND OF SAIPAN, CNMI.
 DG3939'TO REACH THE STATION FROM THE INTERSECTION OF CROSS ISLAND ROAD AND
 DG3939'TALUFOFO ROAD PROCEED EAST ON TALUFOFO ROAD FOR 2.3 MILES (3.7 KM) TO
 DG3939'THE CULVERT.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP
 DG3939'OF THE CULVERT OR HEADWALL 12 INCHES ABOVE THE GROUND, 4.4 METERS
 DG3939'(14.4 FT) NORTHEAST FROM THE POWER POLE, 5.10 METERS (16.73 FT)
 DG3939'SOUTHEAST FROM CENTERLINE OF THE ROAD, 1.3 METERS (4.3 FT) SOUTHEAST
 DG3939'OF THE EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4132 ***********************************************************************
 DG4132  DESIGNATION -  TOM
 DG4132  PID         -  DG4132
 DG4132  STATE/COUNTY-  CQ/
 DG4132  USGS QUAD   -  
 DG4132
 DG4132                         *CURRENT SURVEY CONTROL
 DG4132  ___________________________________________________________________
 DG4132* NAD 83(2002)-  15 03 48.52986(N)    214 20 48.18397(W)     ADJUSTED  
 DG4132* NMVD03      -        17.090  (meters)      56.07   (feet)  ADJUSTED  
 DG4132  ___________________________________________________________________
 DG4132  EPOCH DATE  -        2002.00
 DG4132  X           -  -5,086,293.833 (meters)                     COMP
 DG4132  Y           -   3,475,714.907 (meters)                     COMP
 DG4132  Z           -   1,646,902.480 (meters)                     COMP
 DG4132  ELLIP HEIGHT-          71.69  (meters)          (06/14/04) GPS OBS
 DG4132  GEOID HEIGHT-          53.38  (meters)                     EGM96
 DG4132
 DG4132  HORZ ORDER  -  FIRST
 DG4132  VERT ORDER  -  FIRST     CLASS II
 DG4132  ELLP ORDER  -  FOURTH    CLASS II
 DG4132
 DG4132.The horizontal coordinates were established by GPS observations
 DG4132.and adjusted by the National Geodetic Survey in June 2004..
 DG4132.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4132.DATUM ITEM on the data sheet items page.
 DG4132.The horizontal coordinates are valid at the epoch date displayed above.
 DG4132.The epoch date for horizontal control is a decimal equivalence
 DG4132.of Year/Month/Day.
 DG4132
 DG4132.The orthometric height was determined by differential leveling
 DG4132.and adjusted by the National Geodetic Survey in October 2004..
 DG4132
 DG4132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4132
 DG4132.The ellipsoidal height was determined by GPS observations
 DG4132.and is referenced to NAD 83.
 DG4132
 DG4132.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4132.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4132
 DG4132;                    North         East     Units Scale Factor Converg.
 DG4132;UTM  55      - 1,665,789.412   355,248.977   MT  0.99985914   -0 21 00.2
 DG4132
 DG4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4132!UTM  55      -   0.99998873  x   0.99985914  =   0.99984787
 DG4132
 DG4132                          SUPERSEDED SURVEY CONTROL
 DG4132
 DG4132.No superseded survey control is available for this station.
 DG4132
 DG4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5524965789(NAD 83)
 DG4132_MARKER: DV = VERTICAL CONTROL DISK
 DG4132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4132_SP_SET: ASPHALT
 DG4132_STAMPING: TOM 2003
 DG4132_MARK LOGO: NGS   
 DG4132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4132
 DG4132  HISTORY     - Date     Condition        Report By
 DG4132  HISTORY     - 2003     MONUMENTED       CNMI
 DG4132
 DG4132                          STATION DESCRIPTION
 DG4132
 DG4132'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003
 DG4132'THE STATION IS LOCATED IN SABANETAN CHIGET AREA ON THE ISLAND OF
 DG4132'TINIAN, CNMI WHICH IS NORTH OF THE AIRPORT. TO REACH THE STATION FROM
 DG4132'THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY, PROCEED
 DG4132'NORTH ON THE BROADWAY FOR 5.5 MILES TO THE MARK AND ABOUT 1.3 MILES
 DG4132'PASSED THE BIG LOOP WITH A SHRINE. THE STATION IS A STANDARD NGS BENCH
 DG4132'MARK SET IN THE CENTER OF THE ROAD. THE MARK IS 3.4 METERS W FROM THE
 DG4132'FENCE AND THE EDGE OF THE ROAD AND 2.6 METERS E OF THE W EDGE OF THE
 DG4132'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4131 ***********************************************************************
 DG4131  DESIGNATION -  UDAS
 DG4131  PID         -  DG4131
 DG4131  STATE/COUNTY-  CQ/
 DG4131  USGS QUAD   -  
 DG4131
 DG4131                         *CURRENT SURVEY CONTROL
 DG4131  ___________________________________________________________________
 DG4131* NAD 83(2002)-  15 03 37.69962(N)    214 21 15.12136(W)     ADJUSTED  
 DG4131* NMVD03      -        44.605  (meters)     146.34   (feet)  ADJUSTED  
 DG4131  ___________________________________________________________________
 DG4131  EPOCH DATE  -        2002.00
 DG4131  X           -  -5,085,933.236 (meters)                     COMP
 DG4131  Y           -   3,476,442.944 (meters)                     COMP
 DG4131  Z           -   1,646,588.188 (meters)                     COMP
 DG4131  ELLIP HEIGHT-          99.22  (meters)          (06/14/04) GPS OBS
 DG4131  GEOID HEIGHT-          53.43  (meters)                     EGM96
 DG4131
 DG4131  HORZ ORDER  -  FIRST
 DG4131  VERT ORDER  -  FIRST     CLASS II
 DG4131  ELLP ORDER  -  FOURTH    CLASS II
 DG4131
 DG4131.The horizontal coordinates were established by GPS observations
 DG4131.and adjusted by the National Geodetic Survey in June 2004..
 DG4131.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DG4131.DATUM ITEM on the data sheet items page.
 DG4131.The horizontal coordinates are valid at the epoch date displayed above.
 DG4131.The epoch date for horizontal control is a decimal equivalence
 DG4131.of Year/Month/Day.
 DG4131
 DG4131.The orthometric height was determined by differential leveling
 DG4131.and adjusted by the National Geodetic Survey in October 2004..
 DG4131
 DG4131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4131
 DG4131.The ellipsoidal height was determined by GPS observations
 DG4131.and is referenced to NAD 83.
 DG4131
 DG4131.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4131.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4131
 DG4131;                    North         East     Units Scale Factor Converg.
 DG4131;UTM  55      - 1,665,461.516   354,442.540   MT  0.99986204   -0 21 07.0
 DG4131
 DG4131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4131!UTM  55      -   0.99998440  x   0.99986204  =   0.99984644
 DG4131
 DG4131                          SUPERSEDED SURVEY CONTROL
 DG4131
 DG4131.No superseded survey control is available for this station.
 DG4131
 DG4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS5444365462(NAD 83)
 DG4131_MARKER: DV = VERTICAL CONTROL DISK
 DG4131_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4131_SP_SET: ASPHALT
 DG4131_STAMPING: UDAS 2003
 DG4131_MARK LOGO: NGS   
 DG4131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4131
 DG4131  HISTORY     - Date     Condition        Report By
 DG4131  HISTORY     - 2003     MONUMENTED       CNMI
 DG4131
 DG4131                          STATION DESCRIPTION
 DG4131
 DG4131'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003
 DG4131'THE STATION IS LOCATED IN SABANETAN CHIGET AREA ON THE ISLAND OF
 DG4131'TINIAN, CNMI WHICH IS NORTH OF THE AIRPORT. TO REACH THE STATION FROM
 DG4131'THE INTERSECTION OF THE TINIAN AIRPORT ROAD AND BROADWAY, PROCEED
 DG4131'NORTH ON THE BROADWAY FOR 4.9 MILES TO THE MARK AND ABOUT 0.7 MILE
 DG4131'NORTH OF THE LOOP IN THE ROAD WITH A SHRINE JUST PAST THE WATER TANK
 DG4131'TO THE EAST. THE STATION IS A STANDARD NGS BENCH MARK SET IN THE
 DG4131'CENTER OF THE ROAD. THE MARK IS 3.3 METERS SW OF THE N EDGE OF THE
 DG4131'ROAD AND 2.4 METERS N OF THE S EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE7086 ***********************************************************************
 DE7086  DESIGNATION -  VIL
 DE7086  PID         -  DE7086
 DE7086  STATE/COUNTY-  CQ/
 DE7086  USGS QUAD   -  
 DE7086
 DE7086                         *CURRENT SURVEY CONTROL
 DE7086  ___________________________________________________________________
 DE7086* NAD 83(2002)-  14 09 06.35258(N)    214 51 16.81836(W)     ADJUSTED  
 DE7086* NMVD03      -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 DE7086  ___________________________________________________________________
 DE7086  EPOCH DATE  -        2002.00
 DE7086  X           -  -5,076,145.461 (meters)                     COMP
 DE7086  Y           -   3,535,201.177 (meters)                     COMP
 DE7086  Z           -   1,549,282.731 (meters)                     COMP
 DE7086  ELLIP HEIGHT-          56.60  (meters)          (06/14/04) GPS OBS
 DE7086  GEOID HEIGHT-          54.60  (meters)                     EGM96
 DE7086
 DE7086  HORZ ORDER  -  A
 DE7086  VERT ORDER  -  FIRST     CLASS II
 DE7086  ELLP ORDER  -  SECOND    CLASS I
 DE7086
 DE7086.The horizontal coordinates were established by GPS observations
 DE7086.and adjusted by the National Geodetic Survey in June 2004..
 DE7086.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DE7086.DATUM ITEM on the data sheet items page.
 DE7086.The horizontal coordinates are valid at the epoch date displayed above.
 DE7086.The epoch date for horizontal control is a decimal equivalence
 DE7086.of Year/Month/Day.
 DE7086
 DE7086.The orthometric height was determined by differential leveling
 DE7086.and adjusted by the National Geodetic Survey in October 2004..
 DE7086.No vertical observational check was made to the station.
 DE7086
 DE7086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7086
 DE7086.The ellipsoidal height was determined by GPS observations
 DE7086.and is referenced to NAD 83.
 DE7086
 DE7086.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DE7086.The EGM96 model is referenced to the WGS84 ellipsoid.
 DE7086
 DE7086;                    North         East     Units Scale Factor Converg.
 DE7086;UTM  55      - 1,565,303.184   299,813.700   MT  1.00009571   -0 27 13.0
 DE7086
 DE7086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7086!UTM  55      -   0.99999110  x   1.00009571  =   1.00008681
 DE7086
 DE7086                          SUPERSEDED SURVEY CONTROL
 DE7086
 DE7086              -  14 09 01.35890(N)    214 51 25.54130(W) AD(       ) 2
 DE7086
 DE7086.Superseded values are not recommended for survey control.
 DE7086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7086.See file dsdata.txt to determine how the superseded data were derived.
 DE7086
 DE7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PBR9981465303(NAD 83)
 DE7086_MARKER: DB = BENCH MARK DISK
 DE7086_SETTING: 66 = SET IN ROCK OUTCROP
 DE7086_SP_SET: CORAL REEF
 DE7086_STAMPING: VIL 1965
 DE7086_MARK LOGO: USN   
 DE7086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE7086+STABILITY: POSITION/ELEVATION WELL
 DE7086
 DE7086  HISTORY     - Date     Condition        Report By
 DE7086  HISTORY     - 1965     MONUMENTED       USN
 DE7086  HISTORY     - 1969     GOOD             USGS
 DE7086  HISTORY     - 19690202 GOOD             USGS
 DE7086  HISTORY     - 20030528 GOOD             CNMI
 DE7086
 DE7086                          STATION DESCRIPTION
 DE7086
 DE7086'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7086'ROTA POST OFFICE 1.0 MI E OF 210 FT W OF THE RD 6.0 FT S OF THE WATER
 DE7086'SET IN CORAL REEF A US NAVY HYDROGRAPHIC TRIANGULATION STATION MARK
 DE7086'STAMPED VIL 1965.
 DE7086
 DE7086                          STATION RECOVERY (1969)
 DE7086
 DE7086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (TAM)
 DE7086'LOCATED ABOUT 1.0 MI. NE. OF SONGSONG VILLAGE.  TO REACH FROM THE ROTA
 DE7086'POST OFFICE, TAKE THE MAIN RD. NE. TOWARD THE AIRPORT, 1.0 MI. TO END
 DE7086'OF TRUCK TRAVEL, STATION IS 210.0 FT. W. OF THE CENTERLINE OF THE RD.
 DE7086'AND 6.0 FT. S. OF A TIDE POOL.  STATION MARK IS A STANDARD US NAVY
 DE7086'HYDROGRAPHIC OFFICE TRAIANGULATION STATION TALBET STAMPED VIL 1965 SET
 DE7086'IN THE CORAL REEF.  NO REFERENCE MARKS.
 DE7086' 
 DE7086'
 DE7086
 DE7086                          STATION RECOVERY (2003)
 DE7086
 DE7086'RECOVERY NOTE BY COMMONWEALTH NORTHN MARIANA IS 2003 (JJR)
 DE7086'THE STATION IS LOCATED IN ESONG AREA ON THE ISLAND OF ROTA IN THE
 DE7086'COMMONWEALTH OF THE NORTHERN MARIANA ISLANDS.  TO REACH THE STATION
 DE7086'FROM THE ROTA INTERNATIONAL AIRPORT PROCEED SOUTH ON THE AIRPORT ROAD
 DE7086'FOR 0.1 MILE (0.2 KM) TO THE MAIN INTERSECTION OF THE AIRPORT ROAD AND
 DE7086'THE MAIN ROAD KNOWN AS SAN FRANCISCO ROAD, PROCEED WEST TOWARD THE
 DE7086'VILLAGE OF SONGSONG FOR 8.5 MILES.  (13.7 KM) THE STATION IS A
 DE7086'STANDARD DISK (US NAVY HYDROGRAPHIC OFFICE TRIANGULATION STATION)
 DE7086'STAMPED VIL 1965 SET IN THE CORAL REEF.  THE STATION IS 210.0 FEET
 DE7086'(64.0 M) WEST OF THE CENTERLINE OF THE ROAD AND 6.0 FEET (1.8 M) SOUTH
 DE7086'OF A TIDE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4135 ***********************************************************************
 DG4135  DESIGNATION -  VINCE
 DG4135  PID         -  DG4135
 DG4135  STATE/COUNTY-  CQ/
 DG4135  USGS QUAD   -  
 DG4135
 DG4135                         *CURRENT SURVEY CONTROL
 DG4135  ___________________________________________________________________
 DG4135* NAD 83(1986)-  15 00 13.     (N)    214 21 20.     (W)     SCALED    
 DG4135* NMVD03      -        79.777  (meters)     261.74   (feet)  ADJUSTED  
 DG4135  ___________________________________________________________________
 DG4135  GEOID HEIGHT-          53.33  (meters)                     EGM96
 DG4135
 DG4135  VERT ORDER  -  FIRST     CLASS II
 DG4135
 DG4135.The horizontal coordinates were scaled from a topographic map and have
 DG4135.an estimated accuracy of +/- 6 seconds.
 DG4135
 DG4135.The orthometric height was determined by differential leveling
 DG4135.and adjusted by the National Geodetic Survey in October 2004..
 DG4135.No vertical observational check was made to the station.
 DG4135
 DG4135.The geoid height was determined by EARTH GRAVITY MODEL 96.
 DG4135.The EGM96 model is referenced to the WGS84 ellipsoid.
 DG4135
 DG4135                          SUPERSEDED SURVEY CONTROL
 DG4135
 DG4135.No superseded survey control is available for this station.
 DG4135
 DG4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 55PCS542591(NAD 83)
 DG4135_MARKER: DV = VERTICAL CONTROL DISK
 DG4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4135_STAMPING: VINCE 2003
 DG4135_MARK LOGO: NGS   
 DG4135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4135+STABILITY: SURFACE MOTION
 DG4135
 DG4135  HISTORY     - Date     Condition        Report By
 DG4135  HISTORY     - 2003     MONUMENTED       CNMI
 DG4135
 DG4135                          STATION DESCRIPTION
 DG4135
 DG4135'DESCRIBED BY COMMONWEALTH NORTHN MARIANA IS 2003
 DG4135'THE STATION IS LOCATED NORTHEAST OF SAN JOSE IN THE MASALOG AREA ON
 DG4135'THE ISLAND OF TININA, CNMI. TO REACH THE STATION FROM THE INTER-
 DG4135'SECTION OF THE AIRPORT ROAD AND BROADWAY, PROCEED NORTH ON BROADWAY
 DG4135'FOR 0.7 MILES TO THE INTERSECTION. PROCEED EAST AT THE INTERSECTION
 DG4135'FOR 0.6 MILES TO THE STATION. THE MARK IS 2.4 METERS N OF THE ROAD
 DG4135'CENTERLINE, 11.5 METERS WEST OF A PINE TREE, AND 7.2 METERS E OF A
 DG4135'PAPAYA TREE. THE STATION IS A STANDARD NGS BENCH MARK SET ON THE TOP
 DG4135'OF CONCRETE POST FLUSH WITH THE GROUND.

 *** retrieval complete.
