














                                  SURVEY CONTROL DATA
                                
                             STATE=JM
                             [FEBRUARY 14, 2026 10]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9744 ***********************************************************************
 AB9744  DESIGNATION -  AIRPORT 5
 AB9744  PID         -  AB9744
 AB9744  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9744  COUNTRY     -  JAMAICA
 AB9744  USGS QUAD   -  
 AB9744
 AB9744                         *CURRENT SURVEY CONTROL
 AB9744  ______________________________________________________________________
 AB9744* NAD 83(1996) POSITION- 17 56 16.27529(N) 076 47 41.29986(W)   ADJUSTED
 AB9744* NAD 83(1996) ELLIP HT-   -12.713 (meters)        (01/06/97)   ADJUSTED
 AB9744* LMSL    ORTHO HEIGHT -     0.8   (meters)        3.    (feet) GPS OBS
 AB9744  ______________________________________________________________________
 AB9744  LMSL orthometric height was determined with geoid model       EGM96
 AB9744  GEOID HEIGHT    -        -16.051 (meters)                     EGM96
 AB9744  GEOID HEIGHT    -        -16.301 (meters)                     EGM08
 AB9744  NAD 83(1996) X  -  1,386,629.752 (meters)                     COMP
 AB9744  NAD 83(1996) Y  - -5,909,516.172 (meters)                     COMP
 AB9744  NAD 83(1996) Z  -  1,951,837.761 (meters)                     COMP
 AB9744  LAPLACE CORR    -         -1.22  (seconds)                    DCAR97
 AB9744  HORZ ORDER      -  THIRD
 AB9744  ELLP ORDER      -  FOURTH    CLASS II
 AB9744
 AB9744.The horizontal coordinates were established by GPS observations
 AB9744.and adjusted by the National Geodetic Survey in January 1997.
 AB9744
 AB9744.The orthometric height was determined by GPS observations and a
 AB9744.high-resolution geoid model.
 AB9744
 AB9744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9744
 AB9744.Click photographs - Photos may exist for this station.
 AB9744
 AB9744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9744
 AB9744.The Laplace correction was computed from DCAR97 derived deflections.
 AB9744
 AB9744.The ellipsoidal height was determined by GPS observations
 AB9744.and is referenced to NAD 83.
 AB9744
 AB9744. The following values were computed from the NAD 83(1996) position.
 AB9744
 AB9744;                    North         East     Units Scale Factor Converg.
 AB9744;UTM  18      - 1,984,227.203   309,905.376   MT  1.00004678   -0 33 10.6
 AB9744
 AB9744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9744!UTM  18      -   1.00000200  x   1.00004678  =   1.00004878
 AB9744
 AB9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QUE0990584227(NAD 83)
 AB9744
 AB9744                          SUPERSEDED SURVEY CONTROL
 AB9744
 AB9744.No superseded survey control is available for this station.
 AB9744
 AB9744_MARKER: DE = TRAVERSE STATION DISK
 AB9744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9744_STAMPING: AIRPORT 5
 AB9744_MARK LOGO: JSD
 AB9744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9744+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1996
 AB9744
 AB9744  HISTORY     - Date     Condition        Report By
 AB9744  HISTORY     - 1995     MONUMENTED       JSD
 AB9744  HISTORY     - 19960312 GOOD             NGS
 AB9744
 AB9744                          STATION DESCRIPTION
 AB9744
 AB9744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9744'STATION IS LOCATED AT THE NORMAN MANLEY INTERNATIONAL AIRPORT IN
 AB9744'KINGSTON, JAMAICA.  OWNERSHIP--AIRPORTS AUTHORITY OF JAMAICA.  FOR
 AB9744'ACCESS, CONTACT MR.  PAUL FORD, CHIEF AIR TRAFFIC CONTROLLER,
 AB9744'TELEPHONE (809) 922-7270, OR MR.  STEADLEY FEARON, MAINTENANCE
 AB9744'MANAGER, TELEPHONE (809) 924-8252.  ADDITIONAL ASSISTANCE CAN BE
 AB9744'OBTAINED BY CONTACTING MR.  NOEL FRANCIS, DIRECTOR, HYDROGRAPHIC
 AB9744'DIVISION, JAMAICA SURVEY DEPRARTMENT, 23 1/2 CHARLES STREET, P.O. BOX
 AB9744'493, KINGSTON, JAMAICA, TELEPHONE (809) 922-6630.  STATION IS LOCATED
 AB9744'IN A GRASSY AREA NEAR THE END OF RUNWAY 12.  STATION IS 34.8 METERS
 AB9744'(114.2 FT) SOUTHWEST OF THE SOUTH EDGE OF RUNWAY 12-30, 34.4 METERS
 AB9744'(112.9 FT) EAST OF THE SOUTHERN MOST OF 4 PAPI LIGHTS, SET IN THE TOP
 AB9744'OF A 0.1 METER (0.3 FT) SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9286 ***********************************************************************
 AB9286  DESIGNATION -  BENCH MARK 3
 AB9286  PID         -  AB9286
 AB9286  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9286  COUNTRY     -  JAMAICA
 AB9286  USGS QUAD   -  
 AB9286
 AB9286                         *CURRENT SURVEY CONTROL
 AB9286  ______________________________________________________________________
 AB9286* NAD 83(2011) POSITION- 17 56 06.40201(N) 076 50 33.19624(W)   NO CHECK
 AB9286* NAD 83(2011) ELLIP HT-   -12.325 (meters)        (06/27/12)   NO CHECK
 AB9286* NAD 83(2011) EPOCH   -  2010.00
 AB9286* LMSL    ORTHO HEIGHT -     1.86  (meters)        6.1   (feet) LEVELING
 AB9286  ______________________________________________________________________
 AB9286  GEOID HEIGHT    -        -16.244 (meters)                     EGM08
 AB9286  NAD 83(2011) X  -  1,381,725.778 (meters)                     COMP
 AB9286  NAD 83(2011) Y  - -5,910,761.092 (meters)                     COMP
 AB9286  NAD 83(2011) Z  -  1,951,549.086 (meters)                     COMP
 AB9286  LAPLACE CORR    -         -1.51  (seconds)                    DCAR97
 AB9286  VERT ORDER      -  THIRD ?
 AB9286
 AB9286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9286  Standards:
 AB9286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9286  -------------------------------------------------------------------
 AB9286  NETWORK    5.95   6.98           0.77   3.01   3.56     -0.19916301
 AB9286  -------------------------------------------------------------------
 AB9286  Click here for local accuracies and other accuracy information.
 AB9286
 AB9286.The horizontal coordinates were established by GPS observations
 AB9286.and adjusted by the National Geodetic Survey in June 2012.
 AB9286
 AB9286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9286.been affixed to the stable North American tectonic plate. See 
 AB9286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9286
 AB9286.The horizontal coordinates are valid at the epoch date displayed above
 AB9286.which is a decimal equivalence of Year/Month/Day.
 AB9286
 AB9286.No horizontal observational check was made to the station.
 AB9286
 AB9286.The orthometric height was determined by differential leveling.
 AB9286.The vertical network tie was performed by a horz. field party for horz.
 AB9286.obs reductions. Reset procedures were used to establish the elevation.
 AB9286
 AB9286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9286
 AB9286.Click photographs - Photos may exist for this station.
 AB9286
 AB9286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9286
 AB9286.The Laplace correction was computed from DCAR97 derived deflections.
 AB9286
 AB9286.The ellipsoidal height was determined by GPS observations
 AB9286.and is referenced to NAD 83.
 AB9286
 AB9286. The following values were computed from the NAD 83(2011) position.
 AB9286
 AB9286;                    North         East     Units Scale Factor Converg.
 AB9286;UTM  18      - 1,983,973.119   304,843.689   MT  1.00007089   -0 34 03.3
 AB9286
 AB9286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9286!UTM  18      -   1.00000194  x   1.00007089  =   1.00007283
 AB9286
 AB9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QUE0484383973(NAD 83)
 AB9286
 AB9286                          SUPERSEDED SURVEY CONTROL
 AB9286
 AB9286  NAD 83(2007)-  17 56 06.40119(N)    076 50 33.20204(W) AD(2002.00) 0
 AB9286  ELLIP H (02/10/07)  -12.298  (m)                       GP(2002.00)    
 AB9286  NAD 83(1996)-  17 56 06.40100(N)    076 50 33.20221(W) AD(       ) 1
 AB9286  ELLIP H (12/09/96)  -12.294  (m)                       GP(       ) 1 1
 AB9286
 AB9286.Superseded values are not recommended for survey control.
 AB9286
 AB9286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9286.See file dsdata.pdf to determine how the superseded data were derived.
 AB9286
 AB9286_MARKER: DB = BENCH MARK DISK
 AB9286_SETTING: 0 = UNSPECIFIED SETTING
 AB9286_STAMPING: BM 3 1953
 AB9286_MARK LOGO: IAGS
 AB9286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9286+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1996
 AB9286
 AB9286  HISTORY     - Date     Condition        Report By
 AB9286  HISTORY     - 1953     MONUMENTED       IAGS
 AB9286  HISTORY     - 19960312 GOOD             NGS
 AB9286
 AB9286                          STATION DESCRIPTION
 AB9286
 AB9286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9286'STATION IS LOCATED APPROXIMATELY 8 KM (4.95 MI) WEST OF THE NORMAN
 AB9286'MANLEY INTERNATIONAL AIRPORT IN KINGSTON, JAMAICA, AT THE RUINS TO OLD
 AB9286'FORT CHARLES IN PORT ROYAL.  OWNERSHIP--JAMAICA GOVERNMENT.  TO REACH
 AB9286'FROM THE ROUND-ABOUT AT THE AIRPORT PROCESS WEST ALONG PORT ROYAL MAIN
 AB9286'ROAD FOR 9.0 KM, (5.60 MI) TO THE ENTRANCE OF THE JAMACIAN COAST GUARD
 AB9286'STATION.  CONTINUE 0.1 MILE (0.2 KM) TO THE NORTH ENTRANCE OF OLD FORT
 AB9286'CHARLES ON THE LEFT, AND THE STATION JUST INSIDE THE ENTRANCE GATE.
 AB9286'STATION IS LOCATED 3.80 METERS (12.47 FT) SOUTHEAST OF THE OF
 AB9286'NORTHWEST HINDGES OF THE ENTRANCE GATE, AND 3.80 METERS (12.47 FT)
 AB9286'SOUTHWEST OF THE NORTHEAST HINDGES OF THE ENTRANCE GATE, 10.90 METERS
 AB9286'(35.76 FT) WEST OF THE WEST CORNER OF A MUSEUM BUILDING, AND SET FLUSH
 AB9286'WITH THE SURFACE OF A MASONRY BLOCK FLOOR.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9288 ***********************************************************************
 AB9288  DESIGNATION -  BM P76
 AB9288  PID         -  AB9288
 AB9288  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9288  COUNTRY     -  JAMAICA
 AB9288  USGS QUAD   -  
 AB9288
 AB9288                         *CURRENT SURVEY CONTROL
 AB9288  ______________________________________________________________________
 AB9288* NAD 83(2011) POSITION- 18 30 12.09498(N) 077 55 07.54548(W)   NO CHECK
 AB9288* NAD 83(2011) ELLIP HT-   -13.631 (meters)        (06/27/12)   NO CHECK
 AB9288* NAD 83(2011) EPOCH   -  2010.00
 AB9288* LMSL    ORTHO HEIGHT -     1.    (meters)        3.    (feet) GPS OBS
 AB9288  ______________________________________________________________________
 AB9288  LMSL orthometric height was determined with geoid model       EGM96
 AB9288  GEOID HEIGHT    -        -17.620 (meters)                     EGM96
 AB9288  GEOID HEIGHT    -        -17.314 (meters)                     EGM08
 AB9288  NAD 83(2011) X  -  1,266,348.547 (meters)                     COMP
 AB9288  NAD 83(2011) Y  - -5,916,440.330 (meters)                     COMP
 AB9288  NAD 83(2011) Z  -  2,011,290.534 (meters)                     COMP
 AB9288  LAPLACE CORR    -          0.46  (seconds)                    DCAR97
 AB9288
 AB9288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9288  Standards:
 AB9288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9288  -------------------------------------------------------------------
 AB9288  NETWORK    5.79   4.92           0.59   2.94   2.51     -0.05401038
 AB9288  -------------------------------------------------------------------
 AB9288  Click here for local accuracies and other accuracy information.
 AB9288
 AB9288.The horizontal coordinates were established by GPS observations
 AB9288.and adjusted by the National Geodetic Survey in June 2012.
 AB9288
 AB9288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9288.been affixed to the stable North American tectonic plate. See 
 AB9288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9288
 AB9288.The horizontal coordinates are valid at the epoch date displayed above
 AB9288.which is a decimal equivalence of Year/Month/Day.
 AB9288
 AB9288.No horizontal observational check was made to the station.
 AB9288
 AB9288.The orthometric height was determined by GPS observations and a
 AB9288.high-resolution geoid model.
 AB9288
 AB9288.No vertical observational check was made to the station.
 AB9288
 AB9288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9288
 AB9288.Click photographs - Photos may exist for this station.
 AB9288
 AB9288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9288
 AB9288.The Laplace correction was computed from DCAR97 derived deflections.
 AB9288
 AB9288.The ellipsoidal height was determined by GPS observations
 AB9288.and is referenced to NAD 83.
 AB9288
 AB9288. The following values were computed from the NAD 83(2011) position.
 AB9288
 AB9288;                    North         East     Units Scale Factor Converg.
 AB9288;UTM  18      - 2,048,369.675   191,793.484   MT  1.00077451   -0 55 37.3
 AB9288;UTM  17      - 2,048,655.245   825,375.977   MT  1.00090904   +0 58 43.4
 AB9288
 AB9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9288!UTM  18      -   1.00000214  x   1.00077451  =   1.00077665
 AB9288!UTM  17      -   1.00000214  x   1.00090904  =   1.00091118
 AB9288
 AB9288:                Primary Azimuth Mark                     Grid Az
 AB9288:UTM  18      -  MKJS A                                   081 25 55.2
 AB9288:UTM  17      -  MKJS A                                   079 31 34.5
 AB9288
 AB9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QSF9179348369(NAD 83)
 AB9288
 AB9288|---------------------------------------------------------------------|
 AB9288| PID    Reference Object                     Distance      Geod. Az  |
 AB9288|                                                           dddmmss.s |
 AB9288| AB9287 MKJS A                              APPROX. 0.5 KM 0803017.9 |
 AB9288|---------------------------------------------------------------------|
 AB9288
 AB9288                          SUPERSEDED SURVEY CONTROL
 AB9288
 AB9288  NAD 83(2007)-  18 30 12.09412(N)    077 55 07.55110(W) AD(2002.00) 0
 AB9288  ELLIP H (02/10/07)  -13.601  (m)                       GP(2002.00)    
 AB9288  NAD 83(1996)-  18 30 12.09405(N)    077 55 07.55165(W) AD(       ) 1
 AB9288  ELLIP H (12/09/96)  -13.586  (m)                       GP(       ) 1 1
 AB9288
 AB9288.Superseded values are not recommended for survey control.
 AB9288
 AB9288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9288.See file dsdata.pdf to determine how the superseded data were derived.
 AB9288
 AB9288_MARKER: DB = BENCH MARK DISK
 AB9288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9288_STAMPING: P7 C 1960
 AB9288_MARK LOGO: JSD
 AB9288_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9288+STABILITY: SURFACE MOTION
 AB9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9288+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1996
 AB9288
 AB9288  HISTORY     - Date     Condition        Report By
 AB9288  HISTORY     - 1960     MONUMENTED       JSD
 AB9288  HISTORY     - 19960413 GOOD             NGS
 AB9288
 AB9288                          STATION DESCRIPTION
 AB9288
 AB9288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9288'LOCATED NEAR THE SANGSTER INTERNATIONAL AIRPORT, APPROXIMATELY 2 KM
 AB9288'(1.25 MI) NORTHEAST OF MONTEGO BAY, JAMAICA.  ASSISTANCE IN ACCESSING
 AB9288'THE STATION CAN BE OBTAINED BY CONTACTING MR.  NOEL FRANCIS, DIRECTOR,
 AB9288'HYDROGRAPHIC DIVISION, JAMAICA SURVEY DEPARTMENT, 23 1/2 CHARLES
 AB9288'STREET, P.O.  BOX 493, KINGSTON, JAMAICA, TELEPHONE (809) 922-6630 OR
 AB9288'TREVOR L.  SHAW, HEAD, CADASTRAL MAPPING DIVISION, TELEPHONE (809)
 AB9288'922-6630-5.  THE STATION IS LOCATED OFF OF THE AIRFIELD, APPROXIMATELY
 AB9288'0.35 KM (0.20 MI) NORTHEAST OF THE AIRPORT FIRE STATION ALONG THE EAST
 AB9288'EDGE OF A PAVED ROAD LEADING TO THE FIRE STATION.
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9285 ***********************************************************************
 AB9285  DESIGNATION -  MKJP A
 AB9285  PID         -  AB9285
 AB9285  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9285  COUNTRY     -  JAMAICA
 AB9285  USGS QUAD   -  
 AB9285
 AB9285                         *CURRENT SURVEY CONTROL
 AB9285  ______________________________________________________________________
 AB9285* NAD 83(2011) POSITION- 17 56 02.87018(N) 076 47 09.14532(W)   ADJUSTED
 AB9285* NAD 83(2011) ELLIP HT-   -12.965 (meters)        (06/27/12)   ADJUSTED
 AB9285* NAD 83(2011) EPOCH   -  2010.00
 AB9285* LMSL    ORTHO HEIGHT -     0.6   (meters)        2.    (feet) GPS OBS
 AB9285  ______________________________________________________________________
 AB9285  LMSL orthometric height was determined with geoid model       EGM96
 AB9285  GEOID HEIGHT    -        -16.102 (meters)                     EGM96
 AB9285  GEOID HEIGHT    -        -16.321 (meters)                     EGM08
 AB9285  NAD 83(2011) X  -  1,387,579.925 (meters)                     COMP
 AB9285  NAD 83(2011) Y  - -5,909,423.263 (meters)                     COMP
 AB9285  NAD 83(2011) Z  -  1,951,445.582 (meters)                     COMP
 AB9285  LAPLACE CORR    -         -1.24  (seconds)                    DCAR97
 AB9285
 AB9285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9285  Standards:
 AB9285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9285  -------------------------------------------------------------------
 AB9285  NETWORK    5.77   4.17           0.56   2.93   2.13     -0.27150221
 AB9285  -------------------------------------------------------------------
 AB9285  Click here for local accuracies and other accuracy information.
 AB9285
 AB9285.The horizontal coordinates were established by GPS observations
 AB9285.and adjusted by the National Geodetic Survey in June 2012.
 AB9285
 AB9285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9285.been affixed to the stable North American tectonic plate. See 
 AB9285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9285
 AB9285.The horizontal coordinates are valid at the epoch date displayed above
 AB9285.which is a decimal equivalence of Year/Month/Day.
 AB9285
 AB9285.The orthometric height was determined by GPS observations and a
 AB9285.high-resolution geoid model.
 AB9285
 AB9285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9285
 AB9285.Click photographs - Photos may exist for this station.
 AB9285
 AB9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9285
 AB9285.The Laplace correction was computed from DCAR97 derived deflections.
 AB9285
 AB9285.The ellipsoidal height was determined by GPS observations
 AB9285.and is referenced to NAD 83.
 AB9285
 AB9285. The following values were computed from the NAD 83(2011) position.
 AB9285
 AB9285;                    North         East     Units Scale Factor Converg.
 AB9285;UTM  18      - 1,983,805.963   310,847.672   MT  1.00004236   -0 33 00.3
 AB9285
 AB9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9285!UTM  18      -   1.00000204  x   1.00004236  =   1.00004440
 AB9285
 AB9285:                Primary Azimuth Mark                     Grid Az
 AB9285:UTM  18      -  MKJP B                                   111 39 58.1
 AB9285
 AB9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QUE1084783805(NAD 83)
 AB9285
 AB9285|---------------------------------------------------------------------|
 AB9285| PID    Reference Object                     Distance      Geod. Az  |
 AB9285|                                                           dddmmss.s |
 AB9285| AB9742 MKJP B                              APPROX. 1.1 KM 1110657.8 |
 AB9285| AB9743 MKJP C                              APPROX. 1.0 KM 2925958.2 |
 AB9285|---------------------------------------------------------------------|
 AB9285
 AB9285                          SUPERSEDED SURVEY CONTROL
 AB9285
 AB9285  NAD 83(2007)-  17 56 02.86936(N)    076 47 09.15112(W) AD(2002.00) 0
 AB9285  ELLIP H (02/10/07)  -12.937  (m)                       GP(2002.00)    
 AB9285  NAD 83(1996)-  17 56 02.86916(N)    076 47 09.15130(W) AD(       ) A
 AB9285  ELLIP H (12/09/96)  -12.934  (m)                       GP(       ) 1 1
 AB9285
 AB9285.Superseded values are not recommended for survey control.
 AB9285
 AB9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9285.See file dsdata.pdf to determine how the superseded data were derived.
 AB9285
 AB9285_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9285_STAMPING: MKJP A 1996
 AB9285_MARK LOGO: NGS
 AB9285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9285+STABILITY: SURFACE MOTION
 AB9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9285+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9285
 AB9285  HISTORY     - Date     Condition        Report By
 AB9285  HISTORY     - 1996     MONUMENTED       NGS
 AB9285
 AB9285                          STATION DESCRIPTION
 AB9285
 AB9285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9285'STATION IS LOCATED AT THE NORMAN MANLEY INTERNATIONAL AIRPORT IN
 AB9285'KINGSTON, JAMAICA.  OWNERSHIP-- AIRPORTS AUTHORITY OF JAMAICA. ACCESS
 AB9285'TO THE STATION CAN BE OBTAINED BY CONTACTING MR.  PAUL FORD, CHEIF AIR
 AB9285'TRAFFIC CONTROLLER AT (809) 922-7270, OR MR.  STEADLY FEARON,
 AB9285'MAINTENANCE MANAGER AT (809) 924-8452.  ADDITIONAL ASSISTANCE CAN BE
 AB9285'OBTAINED BY CONTACTING MR.  NOEL FRANCIS, DIRECTOR, HYDROGRAPHIC
 AB9285'DIVISION, JAMACIA SURVEY DEPARTMENT, 23 1/2 CHARLES STREET, P.O.  BOX
 AB9285'493, KINGSTON, JAMAICA, TELEPHONE (809) 967-0101. THE STATION IS
 AB9285'LOCATED IN A GRASSY AREA ALONG THE SOUTH EDGE OF THE RUNWAY,
 AB9285'APPROXIMATELY MID WAY BETWEEN THE RUNWAY ENDS.  STATION IS LOCATED
 AB9285'62.5 METERS (205.1 FT) SOUTH-SOUTHWEST OF THE SOUTH EDGE OF RUNWAY
 AB9285'12-30, 49.7 METERS (163.1 FT) NORTH OF A TREE LINE, AND SET IN THE TOP
 AB9285'OF A 0.37 METER (1.21 FT) CONCRETE POST, PROJECTING 0.02 METER.  (0.07
 AB9285'FT) THIS STATION HAS BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL
 AB9285'STATION (PACS) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9742 ***********************************************************************
 AB9742  DESIGNATION -  MKJP B
 AB9742  PID         -  AB9742
 AB9742  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9742  COUNTRY     -  JAMAICA
 AB9742  USGS QUAD   -  
 AB9742
 AB9742                         *CURRENT SURVEY CONTROL
 AB9742  ______________________________________________________________________
 AB9742* NAD 83(1996) POSITION- 17 55 50.32829(N) 076 46 35.22066(W)   ADJUSTED
 AB9742* NAD 83(1996) ELLIP HT-   -10.860 (meters)        (01/06/97)   ADJUSTED
 AB9742* LMSL    ORTHO HEIGHT -     2.8   (meters)        9.    (feet) GPS OBS
 AB9742  ______________________________________________________________________
 AB9742  LMSL orthometric height was determined with geoid model       EGM96
 AB9742  GEOID HEIGHT    -        -16.154 (meters)                     EGM96
 AB9742  GEOID HEIGHT    -        -16.343 (meters)                     EGM08
 AB9742  NAD 83(1996) X  -  1,388,579.453 (meters)                     COMP
 AB9742  NAD 83(1996) Y  - -5,909,312.489 (meters)                     COMP
 AB9742  NAD 83(1996) Z  -  1,951,079.370 (meters)                     COMP
 AB9742  LAPLACE CORR    -         -1.27  (seconds)                    DCAR97
 AB9742  HORZ ORDER      -  FIRST
 AB9742  ELLP ORDER      -  FOURTH    CLASS II
 AB9742
 AB9742.The horizontal coordinates were established by GPS observations
 AB9742.and adjusted by the National Geodetic Survey in January 1997.
 AB9742
 AB9742.The orthometric height was determined by GPS observations and a
 AB9742.high-resolution geoid model.
 AB9742
 AB9742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9742
 AB9742.Click photographs - Photos may exist for this station.
 AB9742
 AB9742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9742
 AB9742.The Laplace correction was computed from DCAR97 derived deflections.
 AB9742
 AB9742.The ellipsoidal height was determined by GPS observations
 AB9742.and is referenced to NAD 83.
 AB9742
 AB9742. The following values were computed from the NAD 83(1996) position.
 AB9742
 AB9742;                    North         East     Units Scale Factor Converg.
 AB9742;UTM  18      - 1,983,410.815   311,842.352   MT  1.00003772   -0 32 49.5
 AB9742
 AB9742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9742!UTM  18      -   1.00000171  x   1.00003772  =   1.00003943
 AB9742
 AB9742:                Primary Azimuth Mark                     Grid Az
 AB9742:UTM  18      -  MKJP A                                   291 39 57.7
 AB9742
 AB9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QUE1184283410(NAD 83)
 AB9742
 AB9742|---------------------------------------------------------------------|
 AB9742| PID    Reference Object                     Distance      Geod. Az  |
 AB9742|                                                           dddmmss.s |
 AB9742| AB9285 MKJP A                              APPROX. 1.1 KM 2910708.2 |
 AB9742|---------------------------------------------------------------------|
 AB9742
 AB9742                          SUPERSEDED SURVEY CONTROL
 AB9742
 AB9742.No superseded survey control is available for this station.
 AB9742
 AB9742_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9742_STAMPING: MKJP B 1996
 AB9742_MARK LOGO: NGS
 AB9742_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9742+STABILITY: SURFACE MOTION
 AB9742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9742+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9742
 AB9742  HISTORY     - Date     Condition        Report By
 AB9742  HISTORY     - 1996     MONUMENTED       NGS
 AB9742
 AB9742                          STATION DESCRIPTION
 AB9742
 AB9742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9742'STATION IS LOCATED AT THE NORMAN MANLEY INTERNATIONAL AIRPORT, IN
 AB9742'KINGSTON, JAMAICA.  OWNERSHIP--AIRPORTS AUTHORITY OF JAMAICA.  ACCESS
 AB9742'TO THE STATION CAN BE OBTAINED BY CONTACTING MR.  PAUL FORD, CHIEF AIR
 AB9742'TRAFFICE CONTROLLER, TELEPHONE (809) 922-7270, OR MR.  STEADLEY
 AB9742'FEARON, MAINTENACE MANAGER, TELEPHONE (809) 924.8252.  ADDITION
 AB9742'ASSISTANCE CAN BE OBTAINED BY CONTACTING MR.  NOEL FRANCIS, DIRECTOR,
 AB9742'HYDROGRAPHIC DIVISION, JAMAICA SURVEY DEPARTMENT, 23 1/2 CHARLES
 AB9742'STREET, P.O.  BOX 493, KINGSTON, JAMAICA, TELEPHONE (809) 922-6630.
 AB9742'STATION IS LOCATED IN A GRASSY AREA NEAR THE END OF RUNWAY 30. STATION
 AB9742'IS 42.3 METERS (138.8 FT) SOUTHWEST OF THE SOUTH EDGE OF RUNWAY 30,
 AB9742'AND 33.4 METERS (109.6 FT) NORTHWEST OF A RIGHT ANGLE FENCE CORNER
 AB9742'POST, AND SET IN THE TOP OF A 0.25 METER (0.82 FT) CONCRETE POST,
 AB9742'PORJECTING 0.02 METER.  (0.07 FT) THIS STATION HAS BEEN SELECTED AS A
 AB9742'SECONDARY AIPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9743 ***********************************************************************
 AB9743  DESIGNATION -  MKJP C
 AB9743  PID         -  AB9743
 AB9743  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9743  COUNTRY     -  JAMAICA
 AB9743  USGS QUAD   -  
 AB9743
 AB9743                         *CURRENT SURVEY CONTROL
 AB9743  ______________________________________________________________________
 AB9743* NAD 83(1996) POSITION- 17 56 15.96262(N) 076 47 41.37110(W)   ADJUSTED
 AB9743* NAD 83(1996) ELLIP HT-   -12.714 (meters)        (01/06/97)   ADJUSTED
 AB9743* LMSL    ORTHO HEIGHT -     0.8   (meters)        3.    (feet) GPS OBS
 AB9743  ______________________________________________________________________
 AB9743  LMSL orthometric height was determined with geoid model       EGM96
 AB9743  GEOID HEIGHT    -        -16.051 (meters)                     EGM96
 AB9743  GEOID HEIGHT    -        -16.302 (meters)                     EGM08
 AB9743  NAD 83(1996) X  -  1,386,628.387 (meters)                     COMP
 AB9743  NAD 83(1996) Y  - -5,909,519.533 (meters)                     COMP
 AB9743  NAD 83(1996) Z  -  1,951,828.615 (meters)                     COMP
 AB9743  LAPLACE CORR    -         -1.22  (seconds)                    DCAR97
 AB9743  HORZ ORDER      -  FIRST
 AB9743  ELLP ORDER      -  FOURTH    CLASS II
 AB9743
 AB9743.The horizontal coordinates were established by GPS observations
 AB9743.and adjusted by the National Geodetic Survey in January 1997.
 AB9743
 AB9743.The orthometric height was determined by GPS observations and a
 AB9743.high-resolution geoid model.
 AB9743
 AB9743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9743
 AB9743.Click photographs - Photos may exist for this station.
 AB9743
 AB9743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9743
 AB9743.The Laplace correction was computed from DCAR97 derived deflections.
 AB9743
 AB9743.The ellipsoidal height was determined by GPS observations
 AB9743.and is referenced to NAD 83.
 AB9743
 AB9743. The following values were computed from the NAD 83(1996) position.
 AB9743
 AB9743;                    North         East     Units Scale Factor Converg.
 AB9743;UTM  18      - 1,984,217.610   309,903.187   MT  1.00004679   -0 33 10.6
 AB9743
 AB9743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9743!UTM  18      -   1.00000200  x   1.00004679  =   1.00004879
 AB9743
 AB9743:                Primary Azimuth Mark                     Grid Az
 AB9743:UTM  18      -  MKJP A                                   113 32 58.8
 AB9743
 AB9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QUE0990384217(NAD 83)
 AB9743
 AB9743|---------------------------------------------------------------------|
 AB9743| PID    Reference Object                     Distance      Geod. Az  |
 AB9743|                                                           dddmmss.s |
 AB9743| AB9285 MKJP A                              APPROX. 1.0 KM 1125948.2 |
 AB9743|---------------------------------------------------------------------|
 AB9743
 AB9743                          SUPERSEDED SURVEY CONTROL
 AB9743
 AB9743.No superseded survey control is available for this station.
 AB9743
 AB9743_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9743_STAMPING: MKJP C 1996
 AB9743_MARK LOGO: NGS
 AB9743_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9743+STABILITY: SURFACE MOTION
 AB9743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9743+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9743
 AB9743  HISTORY     - Date     Condition        Report By
 AB9743  HISTORY     - 1996     MONUMENTED       NGS
 AB9743
 AB9743                          STATION DESCRIPTION
 AB9743
 AB9743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9743'STATION IS LOCATED AT THE NORMAN MANLEY INTERNATIONAL AIRPORT IN
 AB9743'KINGSTON, JAMAICA.  OWNERSHIP--AIRPORTS AUTHORITY OF JAMAICA.  ACCESS
 AB9743'TO THE STATION CAN BE OBTAINED BY CONTACTING MR.  PAUL FORD, CHIEF AIR
 AB9743'TRAFFIC CONTROLLER, TELEPHONE (809) 922-7270, OR MR.  STEADLEY FEARON,
 AB9743'MAINTENANCE MANAGER, TELEPHONE (809) 924-8252.  ADDITION ASSISTANCE
 AB9743'CAN BE OBTAINED BY CONTACTING MR.  NOEL FRANCIS, DIRECTOR HYDORGRAPHIC
 AB9743'DIVISION, JAMACIA SURVEY DEPARTMENT, 23 1/2 CHARLES STREET, P.O.  BOX
 AB9743'493, KINGSTON, JAMAICA, TELEPHONE (809) 922-6630. STATION IS LOCATED
 AB9743'IN A GRASSY AREA NEAR THE END OF RUNWAY 12. STATION IS 44.4 METERS
 AB9743'(145.7 FT) SOUTHWEST OF THE SOUTH EDGE OF RUNWAY 12-30, 37.3 METERS
 AB9743'(122.4 FT) SOUTHEAST OF THE SOUTHERN MOST OF 4 PAPI LIGHTS, SET IN THE
 AB9743'TOP OF A 0.25 METER (0.82 FT) CIRCULAR CONCRETE POST, PROJECTING 0.02
 AB9743'METER.  (0.07 FT) THIS STATION HAS BEEN SELECTED AS A SECONDARY
 AB9743'AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9287 ***********************************************************************
 AB9287  DESIGNATION -  MKJS A
 AB9287  PID         -  AB9287
 AB9287  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9287  COUNTRY     -  JAMAICA
 AB9287  USGS QUAD   -  
 AB9287
 AB9287                         *CURRENT SURVEY CONTROL
 AB9287  ______________________________________________________________________
 AB9287* NAD 83(2011) POSITION- 18 30 14.88606(N) 077 54 50.05256(W)   ADJUSTED
 AB9287* NAD 83(2011) ELLIP HT-   -14.612 (meters)        (06/27/12)   ADJUSTED
 AB9287* NAD 83(2011) EPOCH   -  2010.00
 AB9287* LMSL    ORTHO HEIGHT -     0.1   (meters)        0.    (feet) GPS OBS
 AB9287  ______________________________________________________________________
 AB9287  LMSL orthometric height was determined with geoid model       EGM96
 AB9287  GEOID HEIGHT    -        -17.629 (meters)                     EGM96
 AB9287  GEOID HEIGHT    -        -17.323 (meters)                     EGM08
 AB9287  NAD 83(2011) X  -  1,266,844.407 (meters)                     COMP
 AB9287  NAD 83(2011) Y  - -5,916,305.372 (meters)                     COMP
 AB9287  NAD 83(2011) Z  -  2,011,371.601 (meters)                     COMP
 AB9287  LAPLACE CORR    -          0.51  (seconds)                    DCAR97
 AB9287
 AB9287  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9287  Standards:
 AB9287         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9287            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9287  -------------------------------------------------------------------
 AB9287  NETWORK    5.72   2.92           0.44   2.91   1.49     -0.05882807
 AB9287  -------------------------------------------------------------------
 AB9287  Click here for local accuracies and other accuracy information.
 AB9287
 AB9287.The horizontal coordinates were established by GPS observations
 AB9287.and adjusted by the National Geodetic Survey in June 2012.
 AB9287
 AB9287.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9287.been affixed to the stable North American tectonic plate. See 
 AB9287.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9287
 AB9287.The horizontal coordinates are valid at the epoch date displayed above
 AB9287.which is a decimal equivalence of Year/Month/Day.
 AB9287
 AB9287.The orthometric height was determined by GPS observations and a
 AB9287.high-resolution geoid model.
 AB9287
 AB9287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9287
 AB9287.Click photographs - Photos may exist for this station.
 AB9287
 AB9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9287
 AB9287.The Laplace correction was computed from DCAR97 derived deflections.
 AB9287
 AB9287.The ellipsoidal height was determined by GPS observations
 AB9287.and is referenced to NAD 83.
 AB9287
 AB9287. The following values were computed from the NAD 83(2011) position.
 AB9287
 AB9287;                    North         East     Units Scale Factor Converg.
 AB9287;UTM  18      - 2,048,447.244   192,308.328   MT  1.00077059   -0 55 31.9
 AB9287
 AB9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9287!UTM  18      -   1.00000230  x   1.00077059  =   1.00077289
 AB9287
 AB9287:                Primary Azimuth Mark                     Grid Az
 AB9287:UTM  18      -  MKJS B                                   071 53 51.4
 AB9287
 AB9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QSF9230848447(NAD 83)
 AB9287
 AB9287|---------------------------------------------------------------------|
 AB9287| PID    Reference Object                     Distance      Geod. Az  |
 AB9287|                                                           dddmmss.s |
 AB9287| AB9489 MKJS B                              APPROX. 1.4 KM 0705819.5 |
 AB9287| AB9490 MKJS C                              APPROX. 0.9 KM 2334036.3 |
 AB9287| AB9288 BM P76                              APPROX. 0.5 KM 2603023.5 |
 AB9287|---------------------------------------------------------------------|
 AB9287
 AB9287                          SUPERSEDED SURVEY CONTROL
 AB9287
 AB9287  NAD 83(2007)-  18 30 14.88520(N)    077 54 50.05818(W) AD(2002.00) 0
 AB9287  ELLIP H (02/10/07)  -14.582  (m)                       GP(2002.00)    
 AB9287  NAD 83(1996)-  18 30 14.88513(N)    077 54 50.05873(W) AD(       ) A
 AB9287  ELLIP H (12/09/96)  -14.567  (m)                       GP(       ) 1 1
 AB9287
 AB9287.Superseded values are not recommended for survey control.
 AB9287
 AB9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9287.See file dsdata.pdf to determine how the superseded data were derived.
 AB9287
 AB9287_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9287_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 AB9287_SP_SET: LARGE CONCRETE PAD
 AB9287_STAMPING: MKJS A 1996
 AB9287_MARK LOGO: NGS
 AB9287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9287+STABILITY: POSITION/ELEVATION WELL
 AB9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9287+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9287
 AB9287  HISTORY     - Date     Condition        Report By
 AB9287  HISTORY     - 1996     MONUMENTED       NGS
 AB9287
 AB9287                          STATION DESCRIPTION
 AB9287
 AB9287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9287'LOCATED AT THE SANGSTER INTERNATIONAL AIRPORT, APPROXIMATELY 2 KM
 AB9287'(1.25 MI) NORTHEAST OF MONTEGO BAY, JAMAICA.  OWNERSHIP - AIRPORT
 AB9287'AUTHORITY OF JAMAICA, ACCESS TO THE MARKS CAN BE OBTAINED BY
 AB9287'CONTACTING MR.  PATRICK STERN, SENIOR AIR TRAFFIC CONTROLLER AT (809)
 AB9287'952-1051, OR MR.  PETER TEBART, MAINTENANCE MANAGER AT (809) 952-3133.
 AB9287'ADDITIONAL ASSISTANCE CAN BE OBTAINED BY CONTACTING MR. NOEL FRANCIS,
 AB9287'DIRECTOR, HYDROGRAPHIC DIVISION, JAMAICA SURVEY DEPARTMENT, 23 1/2
 AB9287'CHARLES STREET, P.O.  BOX 493, KINGSTON, JAMAICA, TELEPHONE (809)
 AB9287'922-6630.  STATION IS LOCATED APPROXIMATELY 0.86 KM (0.55 MI)
 AB9287'NORTHEAST OF THE AIRPORT FIRE STATION ALONG AN UNPAVED ACCESS ROAD.
 AB9287'STATION IS 44.6 METERS (146.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 AB9287'THE PAVEMENT OF RUNWAY 7-25, 3 METERS (9.8 FT) SOUTHEAST OF THE
 AB9287'SOUTHEAST EDGE OF A POND, 5.0 METERS (16.4 FT) NORTHWEST OF THE
 AB9287'CENTERLINE OF AN UNPAVED ROAD, AND SET IN THE TOP OF A 1 METER (3.3
 AB9287'FT) SQUARE CONCRETE PAD.  THIS STATION WAS SELECTED AS THE PRIMARY
 AB9287'AIRPORT CONTROL STATION (PACS) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9489 ***********************************************************************
 AB9489  DESIGNATION -  MKJS B
 AB9489  PID         -  AB9489
 AB9489  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9489  COUNTRY     -  JAMAICA
 AB9489  USGS QUAD   -  
 AB9489
 AB9489                         *CURRENT SURVEY CONTROL
 AB9489  ______________________________________________________________________
 AB9489* NAD 83(1996) POSITION- 18 30 30.06916(N) 077 54 03.90094(W)   ADJUSTED
 AB9489* NAD 83(1996) ELLIP HT-   -14.298 (meters)        (12/30/96)   ADJUSTED
 AB9489* LMSL    ORTHO HEIGHT -     0.4   (meters)        1.    (feet) GPS OBS
 AB9489  ______________________________________________________________________
 AB9489  LMSL orthometric height was determined with geoid model       EGM96
 AB9489  GEOID HEIGHT    -        -17.685 (meters)                     EGM96
 AB9489  GEOID HEIGHT    -        -17.390 (meters)                     EGM08
 AB9489  NAD 83(1996) X  -  1,268,137.151 (meters)                     COMP
 AB9489  NAD 83(1996) Y  - -5,915,877.178 (meters)                     COMP
 AB9489  NAD 83(1996) Z  -  2,011,814.382 (meters)                     COMP
 AB9489  LAPLACE CORR    -          0.47  (seconds)                    DCAR97
 AB9489  HORZ ORDER      -  FIRST
 AB9489  ELLP ORDER      -  FOURTH    CLASS II
 AB9489
 AB9489.The horizontal coordinates were established by GPS observations
 AB9489.and adjusted by the National Geodetic Survey in December 1996.
 AB9489
 AB9489.The orthometric height was determined by GPS observations and a
 AB9489.high-resolution geoid model.
 AB9489
 AB9489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9489
 AB9489.Click photographs - Photos may exist for this station.
 AB9489
 AB9489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9489
 AB9489.The Laplace correction was computed from DCAR97 derived deflections.
 AB9489
 AB9489.The ellipsoidal height was determined by GPS observations
 AB9489.and is referenced to NAD 83.
 AB9489
 AB9489. The following values were computed from the NAD 83(1996) position.
 AB9489
 AB9489;                    North         East     Units Scale Factor Converg.
 AB9489;UTM  18      - 2,048,892.525   193,670.483   MT  1.00076024   -0 55 17.9
 AB9489
 AB9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9489!UTM  18      -   1.00000225  x   1.00076024  =   1.00076249
 AB9489
 AB9489:                Primary Azimuth Mark                     Grid Az
 AB9489:UTM  18      -  MKJS A                                   251 53 52.1
 AB9489
 AB9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QSF9367048892(NAD 83)
 AB9489
 AB9489|---------------------------------------------------------------------|
 AB9489| PID    Reference Object                     Distance      Geod. Az  |
 AB9489|                                                           dddmmss.s |
 AB9489| AB9287 MKJS A                              APPROX. 1.4 KM 2505834.2 |
 AB9489|---------------------------------------------------------------------|
 AB9489
 AB9489                          SUPERSEDED SURVEY CONTROL
 AB9489
 AB9489.No superseded survey control is available for this station.
 AB9489
 AB9489_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9489_SETTING: 66 = SET IN ROCK OUTCROP
 AB9489_STAMPING: MKJS B 1996
 AB9489_MARK LOGO: NGS
 AB9489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9489+STABILITY: POSITION/ELEVATION WELL
 AB9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9489+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9489
 AB9489  HISTORY     - Date     Condition        Report By
 AB9489  HISTORY     - 1996     MONUMENTED       NGS
 AB9489
 AB9489                          STATION DESCRIPTION
 AB9489
 AB9489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9489'LOCATED AT THE SANGSTER INTERNATIONAL AIRPORT, APPROXIMATELY 2 KM
 AB9489'(1.25 MI) NORTHEAST OF MONTEGO BAY, JAMAICA.  OWNERSHIP - AIRPORT
 AB9489'AUTHORITY OF JAMAICA, ACCESS TO THE MARKS CAN BE OBTAINED BY
 AB9489'CONTACTING MR.  PATRICK STERN, SENIOR AIR TRAFFIC CONTROLLER AT (809)
 AB9489'952-1051, OR MR.  PETER TEBART, MAINTENANCE MANAGER AT (809) 952-3133.
 AB9489'ADDITIONAL ASSISTANCE CAN BE OBTAINED BY CONTACTING MR. NOEL FRANCIS,
 AB9489'DIRECTOR HYDR5OGRAPHIC DIVISION, JAMAICA SURVEY DEPARTMENT, 23 1/2
 AB9489'CHARLES STREET, P.O.  BOX 493, KINGSTON, JAMAICA, TELEPHONE (809)
 AB9489'-922-6630.  STATION IS LOCATED IN A GRASSY AREA AT THE NORTHEAST END
 AB9489'OF THE RUNWAY, 44.5 METERS (146.0 FT) SOUTHEAST OF THE NORTHEAST
 AB9489'CORNER OF THE PAVEMENT OF RUNWAY END 25, 65.6 METERS (215.2 FT)
 AB9489'NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT OF TAXIWAY A, AND SET
 AB9489'IN BEDROCK.  THIS STATION WAS SELECTED AS A SECONDARY AIRPORT CONTROL
 AB9489'STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = FEBRUARY 14, 2026 10:20:46 EST
 AB9490 ***********************************************************************
 AB9490  DESIGNATION -  MKJS C
 AB9490  PID         -  AB9490
 AB9490  STATE/COUNTY-  JM/PARISH OF JAMAICA
 AB9490  COUNTRY     -  JAMAICA
 AB9490  USGS QUAD   -  
 AB9490
 AB9490                         *CURRENT SURVEY CONTROL
 AB9490  ______________________________________________________________________
 AB9490* NAD 83(1996) POSITION- 18 29 58.35598(N) 077 55 13.61813(W)   ADJUSTED
 AB9490* NAD 83(1996) ELLIP HT-   -13.922 (meters)        (12/30/96)   ADJUSTED
 AB9490* LMSL    ORTHO HEIGHT -     0.7   (meters)        2.    (feet) GPS OBS
 AB9490  ______________________________________________________________________
 AB9490  LMSL orthometric height was determined with geoid model       EGM96
 AB9490  GEOID HEIGHT    -        -17.567 (meters)                     EGM96
 AB9490  GEOID HEIGHT    -        -17.244 (meters)                     EGM08
 AB9490  NAD 83(1996) X  -  1,266,202.355 (meters)                     COMP
 AB9490  NAD 83(1996) Y  - -5,916,608.419 (meters)                     COMP
 AB9490  NAD 83(1996) Z  -  2,010,889.853 (meters)                     COMP
 AB9490  LAPLACE CORR    -          0.45  (seconds)                    DCAR97
 AB9490  HORZ ORDER      -  FIRST
 AB9490  ELLP ORDER      -  FOURTH    CLASS II
 AB9490
 AB9490.The horizontal coordinates were established by GPS observations
 AB9490.and adjusted by the National Geodetic Survey in December 1996.
 AB9490
 AB9490.The orthometric height was determined by GPS observations and a
 AB9490.high-resolution geoid model.
 AB9490
 AB9490.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9490
 AB9490.Click photographs - Photos may exist for this station.
 AB9490
 AB9490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9490
 AB9490.The Laplace correction was computed from DCAR97 derived deflections.
 AB9490
 AB9490.The ellipsoidal height was determined by GPS observations
 AB9490.and is referenced to NAD 83.
 AB9490
 AB9490. The following values were computed from the NAD 83(1996) position.
 AB9490
 AB9490;                    North         East     Units Scale Factor Converg.
 AB9490;UTM  18      - 2,047,949.867   191,608.394   MT  1.00077592   -0 55 38.6
 AB9490;UTM  17      - 2,048,229.457   825,204.926   MT  1.00090767   +0 58 40.8
 AB9490
 AB9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9490!UTM  18      -   1.00000219  x   1.00077592  =   1.00077811
 AB9490!UTM  17      -   1.00000219  x   1.00090767  =   1.00090986
 AB9490
 AB9490:                Primary Azimuth Mark                     Grid Az
 AB9490:UTM  18      -  MKJS A                                   054 36 07.4
 AB9490:UTM  17      -  MKJS A                                   052 41 48.0
 AB9490
 AB9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QSF9160847949(NAD 83)
 AB9490
 AB9490|---------------------------------------------------------------------|
 AB9490| PID    Reference Object                     Distance      Geod. Az  |
 AB9490|                                                           dddmmss.s |
 AB9490| AB9287 MKJS A                              APPROX. 0.9 KM 0534028.8 |
 AB9490|---------------------------------------------------------------------|
 AB9490
 AB9490                          SUPERSEDED SURVEY CONTROL
 AB9490
 AB9490.No superseded survey control is available for this station.
 AB9490
 AB9490_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9490_STAMPING: MKJS C 1966
 AB9490_MARK LOGO: NGS
 AB9490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9490+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9490
 AB9490  HISTORY     - Date     Condition        Report By
 AB9490  HISTORY     - 1996     MONUMENTED       NGS
 AB9490
 AB9490                          STATION DESCRIPTION
 AB9490
 AB9490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9490'LOCATED AT THE SANGSTER INTERNATIONAL AIRPORT, APPROXIMATELY 2 KM
 AB9490'(1.25 MI) NORTHEAST OF MONTEGO BAY, JAMAICA.  OWNERSHIP - AIRPORT
 AB9490'AUTHORITY OF JAMAICA, ACCESS TO THE MARKS CAN BE OBTAINED BY
 AB9490'CONTACTING MR.  PATRICK STERN, SENIOR AIR TRAFFIC CONTROLLER AT (809)
 AB9490'952-1051, OR MR.  PETER TEBART, MAINTENANCE MANAGER AT (809) 952-3133.
 AB9490'ADDITIONAL ASSISTANCE CAN BE OBTAINED BY CONTACTING MR. NOEL FRANCIS,
 AB9490'DIRECTOR HYDRGOGRAPHIC DIVISION, JAMAICA SURVEY DEPARTMENT, 23 1/2
 AB9490'CHARLES STREET, P.O.  BOX 493, KINGSTON, JAMAICA, TELEPHONE (809)
 AB9490'922-6630.  STATION IS LOCATED AT THE SOUTHWEST END OF THE RUNWAY, IN
 AB9490'THE GRASSY AREA BETWEEN THE RUNWAY, TAXIWAY A, AND TAXIWAY D.  THE
 AB9490'STATION IS 39.9 METERS (130.9 FT) NORTHEAST OF THE NORTEAST EDGE OF
 AB9490'THE PAVEMENT OF TAXIWAY D, 58.0 METERS (190.3 FT) NORTHWEST OF THE
 AB9490'NORTHWEST EDGE OF TAXIWAY A, 65.0 METERS (213.3 FT) SOUTHWEST OF A
 AB9490'TAXIWAY D SIGN ON THE SOUTH EDGE OF RUNWAY 25-7, AND NORTHEAST OF
 AB9490'TAXIWAY D, AND SET IN THE TOP OF A 0.60 METER (1.97 FT) SQUARE
 AB9490'CONCRETE POST, PROJECTING 0.54 METER.  (1.77 FT) THIS STATION WAS
 AB9490'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .

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