














                                  SURVEY CONTROL DATA
                                
                             STATE=GJ
                             [MARCH  2, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9565 ***********************************************************************
 AB9565  DESIGNATION -  GRAN
 AB9565  PID         -  AB9565
 AB9565  COUNTRY     -  GRENADA
 AB9565  USGS QUAD   -  
 AB9565
 AB9565                         *CURRENT SURVEY CONTROL
 AB9565  ___________________________________________________________________
 AB9565* NAD 83(1996)-  12 00 09.47245(N)    061 48 07.65343(W)     ADJUSTED  
 AB9565* LOCAL TIDAL -        10.5    (meters)      34.     (feet)  GPS OBS   
 AB9565  ___________________________________________________________________
 AB9565  X           -   2,948,313.373 (meters)                     COMP
 AB9565  Y           -  -5,499,071.137 (meters)                     COMP
 AB9565  Z           -   1,317,682.216 (meters)                     COMP
 AB9565  LAPLACE CORR-          -0.60  (seconds)                    DCAR97
 AB9565  ELLIP HEIGHT-         -24.169 (meters)          (01/02/97) ADJUSTED
 AB9565  GEOID HEIGHT-         -36.81  (meters)                     CARIB97
 AB9565  HORZ ORDER  -  FIRST
 AB9565  ELLP ORDER  -  FOURTH    CLASS II
 AB9565
 AB9565.The horizontal coordinates were established by GPS observations
 AB9565.and adjusted by the National Geodetic Survey in January 1997.
 AB9565
 AB9565.The orthometric height was determined by GPS observations and a
 AB9565.high-resolution geoid model.
 AB9565
 AB9565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9565
 AB9565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9565
 AB9565.The ellipsoidal height was determined by GPS observations
 AB9565.and is referenced to NAD 83.
 AB9565
 AB9565
 AB9565;                    North         East     Units Scale Factor Converg.
 AB9565;UTM  20      - 1,327,128.109   630,406.951   MT  0.99981040   +0 14 56.9
 AB9565
 AB9565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9565!UTM  20      -   1.00000380  x   0.99981040  =   0.99981420
 AB9565
 AB9565                          SUPERSEDED SURVEY CONTROL
 AB9565
 AB9565.No superseded survey control is available for this station.
 AB9565
 AB9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPU3040727128(NAD 83)
 AB9565_MARKER: B = BOLT
 AB9565_SETTING: 66 = SET IN ROCK OUTCROP
 AB9565_STAMPING: GRAN 1994
 AB9565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9565+STABILITY: POSITION/ELEVATION WELL
 AB9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9565+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9565
 AB9565  HISTORY     - Date     Condition        Report By
 AB9565  HISTORY     - 1994     MONUMENTED       UNAVCO
 AB9565
 AB9565                          STATION DESCRIPTION
 AB9565
 AB9565'DESCRIBED BY UNAVCO UCAR 1994
 AB9565'THE STATION IS LOCATED 4 MI (6.4 KM) SOUTHWEST FROM SAINT GEORGES, AT
 AB9565'THE POINT SALINES INTERNATIONAL AIRPORT, NEAR THE SOUTHWEST COAST OF
 AB9565'GRENADA, WEST INDIES.  CONTACT MR SIMON LEWIS, MANAGER, AIR TRAFFIC
 AB9565'SERVICES, POINT SALINES INTERNATIONAL AIRPORT, P.O.  BOX 385, SAINT
 AB9565'GEORGES, GRENADA.  PHONE (809) 444-4148, FAX (809) 444-4838.  CONTACT
 AB9565'IN ADVANCE OF OPERATIONS TO ARRANGE FOR ACCESS TO STATION.  TO REACH
 AB9565'THE STATION FROM THE INTERSECTION OF SINGLE TAXIWAY WITH RUNWAY, GO
 AB9565'WEST ON THE RUNWAY FOR 1.0 MI (1.6 KM) TO THE RUNWAY END AND A TRACK
 AB9565'ROAD ON THE LEFT.  TYRN LEFT ON TRACK ROAD AND GO SOUTHWEST PAST FIRE
 AB9565'TRAINING AREA FOR 0.4 MI (0.6 KM) TO THE STATION NEAR A CLIFF THAT
 AB9565'DROPS TO THE OCEAN.  STATION IS A STAINLESS STEEL BOLT WITH A PUNCH
 AB9565'MARK IN THE TOP OF A HEX HEAD FLUSH IN THE CENTER OF A 20 CM ROUND
 AB9565'CONCRETE MONUMENT IN BEDROCK RECESSED 12 CM BELOW THE GROUND.  IT IS
 AB9565'43.8 FT (13.4 M) EAST-NORTHEAST FROM A MARINE NAVIGATION BEACON, AND
 AB9565'8.9 FT (2.7 M) NORTHEAST FROM A PVC WITNESS POST ON A SMALL BERM. MARK
 AB9565'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9280 ***********************************************************************
 AB9280  DESIGNATION -  GS 15
 AB9280  PID         -  AB9280
 AB9280  COUNTRY     -  GRENADA
 AB9280  USGS QUAD   -  
 AB9280
 AB9280                         *CURRENT SURVEY CONTROL
 AB9280  ___________________________________________________________________
 AB9280* NAD 83(2007)-  12 02 53.41679(N)    061 44 14.30281(W)     NO CHECK  
 AB9280* LOCAL TIDAL -       229.5    (meters)     753.     (feet)  VERT ANG  
 AB9280  ___________________________________________________________________
 AB9280  EPOCH DATE  -        2002.00
 AB9280  X           -   2,954,137.442 (meters)                     COMP
 AB9280  Y           -  -5,494,996.981 (meters)                     COMP
 AB9280  Z           -   1,322,655.276 (meters)                     COMP
 AB9280  LAPLACE CORR-           0.09  (seconds)                    DCAR97
 AB9280  ELLIP HEIGHT-         195.592 (meters)          (02/10/07) NO CHECK
 AB9280  GEOID HEIGHT-         -37.01  (meters)                     CARIB97
 AB9280
 AB9280  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9280  Type    PID    Designation                      North   East  Ellip
 AB9280  -------------------------------------------------------------------
 AB9280  NETWORK AB9280 GS 15                             3.84   6.53   5.92
 AB9280  -------------------------------------------------------------------
 AB9280
 AB9280.The horizontal coordinates were established by GPS observations
 AB9280.and adjusted by the National Geodetic Survey in February 2007.
 AB9280
 AB9280.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9280.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9280.No horizontal observational check was made to the station.
 AB9280.The horizontal coordinates are valid at the epoch date displayed above.
 AB9280.The epoch date for horizontal control is a decimal equivalence
 AB9280.of Year/Month/Day.
 AB9280
 AB9280.The orthometric height was determined by vertical angle observations.
 AB9280
 AB9280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9280
 AB9280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9280
 AB9280.The ellipsoidal height was determined by GPS observations
 AB9280.and is referenced to NAD 83.
 AB9280
 AB9280
 AB9280;                    North         East     Units Scale Factor Converg.
 AB9280;UTM  20      - 1,332,196.497   637,441.453   MT  0.99983371   +0 15 49.0
 AB9280
 AB9280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9280!UTM  20      -   0.99996924  x   0.99983371  =   0.99980296
 AB9280
 AB9280                          SUPERSEDED SURVEY CONTROL
 AB9280
 AB9280  NAD 83(1996)-  12 02 53.41586(N)    061 44 14.30654(W) AD(       ) 1
 AB9280  ELLIP H (12/09/96)  195.622  (m)                       GP(       ) 1 1
 AB9280
 AB9280.Superseded values are not recommended for survey control.
 AB9280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9280.See file dsdata.txt to determine how the superseded data were derived.
 AB9280
 AB9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPU3744132196(NAD 83)
 AB9280_MARKER: Z = SEE DESCRIPTION
 AB9280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9280_STAMPING: DOS 1972 GS 15
 AB9280_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9280+STABILITY: SURFACE MOTION
 AB9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9280+SATELLITE: SATELLITE OBSERVATIONS - 1972
 AB9280
 AB9280  HISTORY     - Date     Condition        Report By
 AB9280  HISTORY     - 1972     MONUMENTED       GDS
 AB9280
 AB9280                          STATION DESCRIPTION
 AB9280
 AB9280'DESCRIBED BY GRENADA DEPARTMENT OF SURVEYS 1972
 AB9280'THE STATION IS LOCATED 0.75 MI (1.21 KM) EAST FROM SAINT GEORGES, ATOP
 AB9280'FORT FREDRICK, AT THE NORTHERN END OF MORNE JALOUX RIDGE, NEAR THE
 AB9280'SOUTHWEST COAST OF GRENADA.  TO REACH THE STATION FROM THE ENTRANCE
 AB9280'GATE TO FORT FREDRICK, (ADM FEE 1 DOLLAR U.S.) PACK SOUTH UP TWO STONE
 AB9280'STAIRCASES TO THE TOP OF FORT FREDRICK.  TURN LEFT AND GO NORTH FOR 20
 AB9280'FT (6.1 M) TO STATION IN THE CENTER OF A STONE GUN EMPLACEMENT ON THE
 AB9280'NORTH CORNER OF THE FORT.  THE STATION IS THE TOP CENTER OF A STOP CAP
 AB9280'FIXED TO THE END OF A 2 INCH GALVANIZED IRON PIPE PROJECTING 7 INCHES
 AB9280'ABOVE A 12 INCH DIAMETER ROUND CONCRETE MONUMENT.  LOCATED 2 FT (0.6
 AB9280'M) SOUTHEAST FROM A GUARDRAIL, 4.5 FT (1.4 M) NORTHEAST FROM A
 AB9280'GUARDRAIL OVER STAIRCASE, IN THE CENTER OF A GUN EMPLACEMENT ON THE
 AB9280'NORTH CORNER OF FORT FREDRICK.  THIS IS A SECONDARY CONTROL STATION IN
 AB9280'THE GRENADA SURVEY NETWORK.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9282 ***********************************************************************
 AB9282  DESIGNATION -  GT 140
 AB9282  PID         -  AB9282
 AB9282  COUNTRY     -  GRENADA
 AB9282  USGS QUAD   -  
 AB9282
 AB9282                         *CURRENT SURVEY CONTROL
 AB9282  ___________________________________________________________________
 AB9282* NAD 83(2007)-  12 11 44.88047(N)    061 37 05.59252(W)     NO CHECK  
 AB9282* LOCAL TIDAL -        81.7    (meters)     268.     (feet)  VERT ANG  
 AB9282  ___________________________________________________________________
 AB9282  EPOCH DATE  -        2002.00
 AB9282  X           -   2,963,852.994 (meters)                     COMP
 AB9282  Y           -  -5,485,700.265 (meters)                     COMP
 AB9282  Z           -   1,338,591.476 (meters)                     COMP
 AB9282  LAPLACE CORR-           0.35  (seconds)                    DCAR97
 AB9282  ELLIP HEIGHT-          47.305 (meters)          (02/10/07) NO CHECK
 AB9282  GEOID HEIGHT-         -37.24  (meters)                     CARIB97
 AB9282
 AB9282  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9282  Type    PID    Designation                      North   East  Ellip
 AB9282  -------------------------------------------------------------------
 AB9282  NETWORK AB9282 GT 140                           22.50  196.49  95.55
 AB9282  -------------------------------------------------------------------
 AB9282
 AB9282.The horizontal coordinates were established by GPS observations
 AB9282.and adjusted by the National Geodetic Survey in February 2007.
 AB9282
 AB9282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9282.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9282.No horizontal observational check was made to the station.
 AB9282.The horizontal coordinates are valid at the epoch date displayed above.
 AB9282.The epoch date for horizontal control is a decimal equivalence
 AB9282.of Year/Month/Day.
 AB9282
 AB9282.The orthometric height was determined by vertical angle observations.
 AB9282
 AB9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9282
 AB9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9282
 AB9282.The ellipsoidal height was determined by GPS observations
 AB9282.and is referenced to NAD 83.
 AB9282
 AB9282
 AB9282;                    North         East     Units Scale Factor Converg.
 AB9282;UTM  20      - 1,348,587.964   650,323.224   MT  0.99987957   +0 17 31.1
 AB9282
 AB9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9282!UTM  20      -   0.99999256  x   0.99987957  =   0.99987213
 AB9282
 AB9282                          SUPERSEDED SURVEY CONTROL
 AB9282
 AB9282  NAD 83(1996)-  12 11 44.87954(N)    061 37 05.59626(W) AD(       ) 1
 AB9282  ELLIP H (12/09/96)   47.335  (m)                       GP(       ) 1 1
 AB9282
 AB9282.Superseded values are not recommended for survey control.
 AB9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9282.See file dsdata.txt to determine how the superseded data were derived.
 AB9282
 AB9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPU5032348588(NAD 83)
 AB9282_MARKER: M = AMMO SHELL CASING
 AB9282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9282_STAMPING: GT 140 1976 DOS
 AB9282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9282+STABILITY: SURFACE MOTION
 AB9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9282+SATELLITE: SATELLITE OBSERVATIONS - 1976
 AB9282
 AB9282  HISTORY     - Date     Condition        Report By
 AB9282  HISTORY     - 1976     MONUMENTED       GDS
 AB9282
 AB9282                          STATION DESCRIPTION
 AB9282
 AB9282'DESCRIBED BY GRENADA DEPARTMENT OF SURVEYS 1976
 AB9282'THE STATION IS 22 KM (13.65 MI) NORTHEAST FROM SAINT GEORGES, 8 KM
 AB9282'(4.95 MI) NORTH FROM GRENVILLE, 4 KM (2.50 MI) SOUTHEAST FROM
 AB9282'SAUTUERS, AND IN RIVER SALLEE, NEAR THE NORTHEAST COAST OF GRENADA. TO
 AB9282'REACH THE STATION FROM THE RIVER SALLEE MEDICAL STATION/NEW SCHOOL, GO
 AB9282'NORTHEAST UP GRASS SLOPE FOR 100 YARDS TO STATION.  THE STATION IS THE
 AB9282'TOP CENTER OF A 1 CM CARTRIDGE CASING FLUSH IN THE CENTER OF A 13 INCH
 AB9282'ROUND CONCRETE MONUMENT PROJECTING 3.5 INCHES ABOVE GROUND.  LOCATED
 AB9282'48.4 FT (14.8 M) NORTHEAST FROM UTILITY POLE, 32.5 FT (9.9 M)
 AB9282'NORTHWEST FROM NORTHWEST CORNER OF OLD SCHOOL BUILDING, AND 27 FT (8.2
 AB9282'M) SOUTHWEST FROM CENTER OF DIM TRACE ROAD ACROSS SCHOOL YARD.  THIS
 AB9282'IS A TERTIARY CONTROL STATION IN THE GRENADA SURVEY NETWORK.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9281 ***********************************************************************
 AB9281  DESIGNATION -  GT 161
 AB9281  PID         -  AB9281
 AB9281  COUNTRY     -  GRENADA
 AB9281  USGS QUAD   -  
 AB9281
 AB9281                         *CURRENT SURVEY CONTROL
 AB9281  ___________________________________________________________________
 AB9281* NAD 83(2007)-  12 13 33.28616(N)    061 38 26.29391(W)     NO CHECK  
 AB9281* LOCAL TIDAL -        31.4    (meters)     103.     (feet)  VERT ANG  
 AB9281  ___________________________________________________________________
 AB9281  EPOCH DATE  -        2002.00
 AB9281  X           -   2,961,348.690 (meters)                     COMP
 AB9281  Y           -  -5,486,196.615 (meters)                     COMP
 AB9281  Z           -   1,341,836.777 (meters)                     COMP
 AB9281  LAPLACE CORR-           1.75  (seconds)                    DCAR97
 AB9281  ELLIP HEIGHT-          -2.481 (meters)          (02/10/07) NO CHECK
 AB9281  GEOID HEIGHT-         -37.40  (meters)                     CARIB97
 AB9281
 AB9281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9281  Type    PID    Designation                      North   East  Ellip
 AB9281  -------------------------------------------------------------------
 AB9281  NETWORK AB9281 GT 161                            2.82   5.63  15.52
 AB9281  -------------------------------------------------------------------
 AB9281
 AB9281.The horizontal coordinates were established by GPS observations
 AB9281.and adjusted by the National Geodetic Survey in February 2007.
 AB9281
 AB9281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9281.No horizontal observational check was made to the station.
 AB9281.The horizontal coordinates are valid at the epoch date displayed above.
 AB9281.The epoch date for horizontal control is a decimal equivalence
 AB9281.of Year/Month/Day.
 AB9281
 AB9281.The orthometric height was determined by vertical angle observations.
 AB9281
 AB9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9281
 AB9281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9281
 AB9281.The ellipsoidal height was determined by GPS observations
 AB9281.and is referenced to NAD 83.
 AB9281
 AB9281
 AB9281;                    North         East     Units Scale Factor Converg.
 AB9281;UTM  20      - 1,351,906.348   647,867.342   MT  0.99987051   +0 17 16.5
 AB9281
 AB9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9281!UTM  20      -   1.00000039  x   0.99987051  =   0.99987090
 AB9281
 AB9281                          SUPERSEDED SURVEY CONTROL
 AB9281
 AB9281  NAD 83(1996)-  12 13 33.28522(N)    061 38 26.29765(W) AD(       ) 1
 AB9281  ELLIP H (12/09/96)   -2.451  (m)                       GP(       ) 1 1
 AB9281
 AB9281.Superseded values are not recommended for survey control.
 AB9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9281.See file dsdata.txt to determine how the superseded data were derived.
 AB9281
 AB9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPU4786751906(NAD 83)
 AB9281_MARKER: M = AMMO SHELL CASING
 AB9281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9281_STAMPING: GT 161 1976 DOS
 AB9281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9281+STABILITY: SURFACE MOTION
 AB9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9281+SATELLITE: SATELLITE OBSERVATIONS - 1976
 AB9281
 AB9281  HISTORY     - Date     Condition        Report By
 AB9281  HISTORY     - 1976     MONUMENTED       GDS
 AB9281
 AB9281                          STATION DESCRIPTION
 AB9281
 AB9281'DESCRIBED BY GRENADA DEPARTMENT OF SURVEYS 1976
 AB9281'THE STATION IS LOCATED 23 KM (14.30 MI) NORTH-NORTHEAST FROM SAINT
 AB9281'GEORGES, 11 KM (6.85 MI) NORTH FROM GRENVILLE, AND IN SAUTUERS, BEHIND
 AB9281'A CHURCH, NEAR A CLIFF KNOWN AS CARIBS LEAP, ON THE NORTH COAST OF
 AB9281'GRENADA.  TO REACH THE STATION, FOLLOW TOURIST SIGNS TO CARIBS LEAP.
 AB9281'THE STATION IS THE TOP CENTER OF A 1 CM CARTRIDGE CASING FLUSH IN THE
 AB9281'CENTER OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH ABOVE
 AB9281'GROUND.  LOCATED 75 FT (22.9 M) WEST FROM CENTER OF CEMETARY GATE (AND
 AB9281'PATH TO CARIBS LEAP,) 40.9 FT (12.5 M) NORTH-NORTHWEST FROM NORTH
 AB9281'CORNER OF BUILDING EXTENTION TO SAUTUERS CATHEDRAL, 20.5 FT (6.2 M)
 AB9281'SOUTHWEST FROM STONE CEMETARY WALL, AND 19 FT (5.8 M) EAST FROM EDGE
 AB9281'OF CLIFF.  THIS IS A TERTIARY CONTROL STATION IN THE GRENADA SURVEY
 AB9281'NETWORK.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9279 ***********************************************************************
 AB9279  DESIGNATION -  TGPY A
 AB9279  PID         -  AB9279
 AB9279  COUNTRY     -  GRENADA
 AB9279  USGS QUAD   -  
 AB9279
 AB9279                         *CURRENT SURVEY CONTROL
 AB9279  ___________________________________________________________________
 AB9279* NAD 83(2007)-  12 00 22.53917(N)    061 47 19.05672(W)     ADJUSTED  
 AB9279* LOCAL TIDAL -        26.0    (meters)      85.     (feet)  GPS OBS   
 AB9279  ___________________________________________________________________
 AB9279  EPOCH DATE  -        2002.00
 AB9279  X           -   2,949,576.547 (meters)                     COMP
 AB9279  Y           -  -5,498,316.059 (meters)                     COMP
 AB9279  Z           -   1,318,078.163 (meters)                     COMP
 AB9279  LAPLACE CORR-          -0.70  (seconds)                    DCAR97
 AB9279  ELLIP HEIGHT-          -8.741 (meters)          (02/10/07) ADJUSTED
 AB9279  GEOID HEIGHT-         -36.84  (meters)                     CARIB97
 AB9279
 AB9279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9279  Type    PID    Designation                      North   East  Ellip
 AB9279  -------------------------------------------------------------------
 AB9279  NETWORK AB9279 TGPY A                            0.88   4.59   3.00
 AB9279  -------------------------------------------------------------------
 AB9279
 AB9279.The horizontal coordinates were established by GPS observations
 AB9279.and adjusted by the National Geodetic Survey in February 2007.
 AB9279
 AB9279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9279.The horizontal coordinates are valid at the epoch date displayed above.
 AB9279.The epoch date for horizontal control is a decimal equivalence
 AB9279.of Year/Month/Day.
 AB9279
 AB9279.The orthometric height was determined by GPS observations and a
 AB9279.high-resolution geoid model.
 AB9279
 AB9279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9279
 AB9279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9279
 AB9279.The ellipsoidal height was determined by GPS observations
 AB9279.and is referenced to NAD 83.
 AB9279
 AB9279
 AB9279;                    North         East     Units Scale Factor Converg.
 AB9279;UTM  20      - 1,327,535.978   631,874.968   MT  0.99981516   +0 15 07.3
 AB9279
 AB9279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9279!UTM  20      -   1.00000137  x   0.99981516  =   0.99981653
 AB9279
 AB9279:                Primary Azimuth Mark                     Grid Az
 AB9279:UTM  20      -  TGPY B                                   095 32 56.8
 AB9279
 AB9279|---------------------------------------------------------------------|
 AB9279| PID    Reference Object                     Distance      Geod. Az  |
 AB9279|                                                           dddmmss.s |
 AB9279| AB9564 TGPY B                              APPROX. 1.7 KM 0954804.1 |
 AB9279|---------------------------------------------------------------------|
 AB9279
 AB9279                          SUPERSEDED SURVEY CONTROL
 AB9279
 AB9279  NAD 83(1996)-  12 00 22.53823(N)    061 47 19.06046(W) AD(       ) A
 AB9279  ELLIP H (12/09/96)   -8.710  (m)                       GP(       ) 1 1
 AB9279
 AB9279.Superseded values are not recommended for survey control.
 AB9279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9279.See file dsdata.txt to determine how the superseded data were derived.
 AB9279
 AB9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPU3187527536(NAD 83)
 AB9279_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9279_STAMPING: TGPY A 1996
 AB9279_MARK LOGO: NGS   
 AB9279_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9279+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9279
 AB9279  HISTORY     - Date     Condition        Report By
 AB9279  HISTORY     - 1996     MONUMENTED       NGS
 AB9279
 AB9279                          STATION DESCRIPTION
 AB9279
 AB9279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9279'THE STATION IS LOCATED 4 MI (6.4 KM) SOUTHWEST FROM SAINT GEORGES, ON
 AB9279'A BLUFF NORTH OF THE RUNWAY AT POINT SALINES INTERNATIONAL AIRPORT,
 AB9279'NEAR THE SOUTHWEST COAST OF GRENADA.  CONTACT MR SIMON LEWIS, MANAGER,
 AB9279'AIR TRAFFIC SERVICES, POINT SALINES INTERNATIONAL AIRPORT, PO BOX 385,
 AB9279'SAINT GEORGES, GRENADA, PHONE (809) 444--4148, FAX (809) 444-4838, IN
 AB9279'ADVANCE OF OPERATIONS TO ARRANGE FOR ACCESS TO STATION. TO REACH THE
 AB9279'STATION FROM THE SOUTH FACE OF THE CONTROL TOWER AT POINT SALINES
 AB9279'INTERNATIONAL AIRPORT, GO SOUTH-SOUTHWEST FOR 280 FT (85.3 M) TO THE
 AB9279'STATION IN EXPOSED BEDROCK.  THE STATION IS A NGS HORIZONTAL CONTROL
 AB9279'STATION DISK SET FLUSH IN THE CENTER OF A 12 INCH SQUARE CONCRETE
 AB9279'MONUMENT SET FLUSH IN THE SURFACE OF EXPOSED LOOSE BEDROCK.  LOCATED
 AB9279'280 FT (85.3 M) SOUTH-SOUTHWEST FROM TOWER, 64.0 FT (19.5 M) SOUTHWEST
 AB9279'FROM THE CENTER OF A TRACE ROAD CROSSING EAST RIM OF BLUFF TOWARDS
 AB9279'RAMP, AND 20.5 FT (6.2 M) NORTHEAST FROM PVC WITNESS POST.  THIS IS
 AB9279'THE PACS STATION AT POINT SALINES INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9564 ***********************************************************************
 AB9564  DESIGNATION -  TGPY B
 AB9564  PID         -  AB9564
 AB9564  COUNTRY     -  GRENADA
 AB9564  USGS QUAD   -  
 AB9564
 AB9564                         *CURRENT SURVEY CONTROL
 AB9564  ___________________________________________________________________
 AB9564* NAD 83(1996)-  12 00 17.09703(N)    061 46 24.65830(W)     ADJUSTED  
 AB9564* LOCAL TIDAL -        12.6    (meters)      41.     (feet)  GPS OBS   
 AB9564  ___________________________________________________________________
 AB9564  X           -   2,951,036.794 (meters)                     COMP
 AB9564  Y           -  -5,497,557.111 (meters)                     COMP
 AB9564  Z           -   1,317,911.815 (meters)                     COMP
 AB9564  LAPLACE CORR-          -0.87  (seconds)                    DCAR97
 AB9564  ELLIP HEIGHT-         -22.097 (meters)          (01/02/97) ADJUSTED
 AB9564  GEOID HEIGHT-         -36.87  (meters)                     CARIB97
 AB9564  HORZ ORDER  -  FIRST
 AB9564  ELLP ORDER  -  FOURTH    CLASS II
 AB9564
 AB9564.The horizontal coordinates were established by GPS observations
 AB9564.and adjusted by the National Geodetic Survey in January 1997.
 AB9564
 AB9564.The orthometric height was determined by GPS observations and a
 AB9564.high-resolution geoid model.
 AB9564
 AB9564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9564
 AB9564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9564
 AB9564.The ellipsoidal height was determined by GPS observations
 AB9564.and is referenced to NAD 83.
 AB9564
 AB9564
 AB9564;                    North         East     Units Scale Factor Converg.
 AB9564;UTM  20      - 1,327,376.064   633,520.951   MT  0.99982057   +0 15 18.5
 AB9564
 AB9564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9564!UTM  20      -   1.00000348  x   0.99982057  =   0.99982404
 AB9564
 AB9564:                Primary Azimuth Mark                     Grid Az
 AB9564:UTM  20      -  TGPY A                                   275 32 56.9
 AB9564
 AB9564|---------------------------------------------------------------------|
 AB9564| PID    Reference Object                     Distance      Geod. Az  |
 AB9564|                                                           dddmmss.s |
 AB9564| AB9279 TGPY A                              APPROX. 1.7 KM 2754815.4 |
 AB9564|---------------------------------------------------------------------|
 AB9564
 AB9564                          SUPERSEDED SURVEY CONTROL
 AB9564
 AB9564.No superseded survey control is available for this station.
 AB9564
 AB9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPU3352127376(NAD 83)
 AB9564_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9564_STAMPING: TGPY B 1996
 AB9564_MARK LOGO: NGS   
 AB9564_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9564+STABILITY: SURFACE MOTION
 AB9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9564+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9564
 AB9564  HISTORY     - Date     Condition        Report By
 AB9564  HISTORY     - 1996     MONUMENTED       NGS
 AB9564
 AB9564                          STATION DESCRIPTION
 AB9564
 AB9564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9564'THE STATION IS LOCATED 4 MI (6.4 KM) SOUTHWEST FROM SAINT GEORGES, AT
 AB9564'THE POINT SALINES INTERNATIONAL AIRPORT, NEAR THE SOUTHWEST COAST OF
 AB9564'GRENADA, WEST INDIES.  CONTACT MR SIMON LEWIS, MANAGER, AIR TRAFFIC
 AB9564'SERVICES, POINT SALINES INTERNATIONAL AIRPORT, P.O.  BOX 385, SAINT
 AB9564'GEORGES, GRENADA.  PHONE (809) 444-4148, FAX (809) 444-4838.  CONTACT
 AB9564'IN ADVANCE OF OPERATIONS TO ARRANGE FOR ACCESS TO STATION.  TO REACH
 AB9564'THE STATION FROM THE INTERSECTION OF SINGLE TAXIWAY WITH RUNWAY, GO
 AB9564'EAST ALONG RUNWAY 10-28 FOR 0.75 MI (1.21 KM) TO THE RUNWAY END AND
 AB9564'THE STATION ON THE LEFT IN LINE WITH THE RUNWAY END.  IT IS 198.5 FT
 AB9564'(60.5 M) NORTH-NORTHEAST FRO THE NORTHERNMOST RUNWAY END LIGHT, 118.4
 AB9564'NORTH-NORTHEAST FROM RAMP LIGHT, AND 13.1 FT (4.0 M) NORTH-NORTHEAST
 AB9564'FROM A PVC POST.  MARK IS A DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AB9564'STATION (SACS) .

 *** retrieval complete.
