














                                  SURVEY CONTROL DATA
                                
                             STATE=CP
                             [MAY 10, 2024 21:11:3]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9267 ***********************************************************************
 AB9267  DESIGNATION -  DP 35
 AB9267  PID         -  AB9267
 AB9267  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9267  COUNTRY     -  CURACAO
 AB9267  USGS QUAD   -  
 AB9267
 AB9267                         *CURRENT SURVEY CONTROL
 AB9267  ______________________________________________________________________
 AB9267* NAD 83(2011) POSITION- 12 11 13.24520(N) 068 55 31.90691(W)   NO CHECK
 AB9267* NAD 83(2011) ELLIP HT-   -12.946 (meters)        (06/27/12)   NO CHECK
 AB9267* NAD 83(2011) EPOCH   -  2010.00
 AB9267* LMSL    ORTHO HEIGHT -     9.40  (meters)       30.8   (feet) LEVELING
 AB9267  ______________________________________________________________________
 AB9267  GEOID HEIGHT    -        -24.458 (meters)                     EGM08
 AB9267  NAD 83(2011) X  -  2,242,101.365 (meters)                     COMP
 AB9267  NAD 83(2011) Y  - -5,818,259.111 (meters)                     COMP
 AB9267  NAD 83(2011) Z  -  1,337,628.558 (meters)                     COMP
 AB9267  LAPLACE CORR    -         -1.19  (seconds)                    DCAR97
 AB9267  VERT ORDER      -  THIRD ?
 AB9267
 AB9267  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9267  Standards:
 AB9267         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9267            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9267  -------------------------------------------------------------------
 AB9267  NETWORK    8.38   5.86           0.78   4.26   2.99     -0.13378761
 AB9267  -------------------------------------------------------------------
 AB9267  Click here for local accuracies and other accuracy information.
 AB9267
 AB9267.The horizontal coordinates were established by GPS observations
 AB9267.and adjusted by the National Geodetic Survey in June 2012.
 AB9267
 AB9267.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9267.been affixed to the stable North American tectonic plate. See 
 AB9267.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9267
 AB9267.The horizontal coordinates are valid at the epoch date displayed above
 AB9267.which is a decimal equivalence of Year/Month/Day.
 AB9267
 AB9267.No horizontal observational check was made to the station.
 AB9267
 AB9267.The orthometric height was determined by differential leveling.
 AB9267.The vertical network tie was performed by a horz. field party for horz.
 AB9267.obs reductions. Reset procedures were used to establish the elevation.
 AB9267
 AB9267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9267
 AB9267.Click photographs - Photos may exist for this station.
 AB9267
 AB9267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9267
 AB9267.The Laplace correction was computed from DCAR97 derived deflections.
 AB9267
 AB9267.The ellipsoidal height was determined by GPS observations
 AB9267.and is referenced to NAD 83.
 AB9267
 AB9267. The following values were computed from the NAD 83(2011) position.
 AB9267
 AB9267;                    North         East     Units Scale Factor Converg.
 AB9267;UTM  19      - 1,347,234.368   508,101.140   MT  0.99960081   +0 00 56.6
 AB9267
 AB9267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9267!UTM  19      -   1.00000204  x   0.99960081  =   0.99960285
 AB9267
 AB9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PEP0810147234(NAD 83)
 AB9267
 AB9267                          SUPERSEDED SURVEY CONTROL
 AB9267
 AB9267  NAD 83(2007)-  12 11 13.24425(N)    068 55 31.90827(W) AD(2002.00) 0
 AB9267  ELLIP H (02/10/07)  -12.941  (m)                       GP(2002.00)    
 AB9267  NAD 83(1996)-  12 11 13.24352(N)    068 55 31.91039(W) AD(       ) 1
 AB9267  ELLIP H (12/09/96)  -12.905  (m)                       GP(       ) 1 1
 AB9267
 AB9267.Superseded values are not recommended for survey control.
 AB9267
 AB9267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9267.See file dsdata.pdf to determine how the superseded data were derived.
 AB9267
 AB9267_MARKER: Z = SEE DESCRIPTION
 AB9267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9267_STAMPING: DP 35
 AB9267_MARK LOGO: CGD
 AB9267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9267+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9267
 AB9267  HISTORY     - Date     Condition        Report By
 AB9267  HISTORY     - 1996     MONUMENTED       CGD
 AB9267
 AB9267                          STATION DESCRIPTION
 AB9267
 AB9267'DESCRIBED BY CURACAO GEODETIC DEPARTMENT 1996 (AJL)
 AB9267'THE STATION IS LOCATED ON THE ISLAND OF CURACAO, NETHERLANDS ANTILLES,
 AB9267'EAST OF THE HATO INTERNATIONAL AIRPORT, LOCATED MID-ISLAND ON THE
 AB9267'NORTH SHORE.  TO REACH THE STATION FROM THE HATO INTERNATIONAL
 AB9267'AIRPORT, PROCEED EAST ON THE MAIN ROAD FOR 2.2KM TO AN ASPHALT ROAD
 AB9267'LEFT.  TURN LEFT (NORTH) FOR 1.2KM TO AN AUTO DUMP AND A TRACK ROAD
 AB9267'RIGHT.  TURN RIGHT (EAST) FOR 1.1KM PASSING THROUGH THE AUTO DUMP AND
 AB9267'A SMALL ARMS RANGE TO THE STATION ON THE LEFT.  THE STATION IS LOCATED
 AB9267'APPROXIMATELY 100FT SOUTH OF A CORAL CLIFF, 700FT NORTH NORTH EAST
 AB9267'FROM THE EAST CORNER OF THE EASTERN MOST BUNKER, AND 500FT NORTH OF
 AB9267'THE DIRT TRACK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9266 ***********************************************************************
 AB9266  DESIGNATION -  DP 36
 AB9266  PID         -  AB9266
 AB9266  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9266  COUNTRY     -  CURACAO
 AB9266  USGS QUAD   -  
 AB9266
 AB9266                         *CURRENT SURVEY CONTROL
 AB9266  ______________________________________________________________________
 AB9266* NAD 83(2011) POSITION- 12 12 29.33530(N) 068 59 20.04318(W)   NO CHECK
 AB9266* NAD 83(2011) ELLIP HT-   -11.132 (meters)        (06/27/12)   NO CHECK
 AB9266* NAD 83(2011) EPOCH   -  2010.00
 AB9266* LMSL    ORTHO HEIGHT -    11.36  (meters)       37.3   (feet) LEVELING
 AB9266  ______________________________________________________________________
 AB9266  GEOID HEIGHT    -        -24.586 (meters)                     EGM08
 AB9266  NAD 83(2011) X  -  2,235,488.300 (meters)                     COMP
 AB9266  NAD 83(2011) Y  - -5,820,275.884 (meters)                     COMP
 AB9266  NAD 83(2011) Z  -  1,339,914.314 (meters)                     COMP
 AB9266  LAPLACE CORR    -         -0.60  (seconds)                    DCAR97
 AB9266  VERT ORDER      -  THIRD ?
 AB9266
 AB9266  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9266  Standards:
 AB9266         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9266            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9266  -------------------------------------------------------------------
 AB9266  NETWORK    8.31   4.86           0.65   4.23   2.48     -0.11322024
 AB9266  -------------------------------------------------------------------
 AB9266  Click here for local accuracies and other accuracy information.
 AB9266
 AB9266.The horizontal coordinates were established by GPS observations
 AB9266.and adjusted by the National Geodetic Survey in June 2012.
 AB9266
 AB9266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9266.been affixed to the stable North American tectonic plate. See 
 AB9266.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9266
 AB9266.The horizontal coordinates are valid at the epoch date displayed above
 AB9266.which is a decimal equivalence of Year/Month/Day.
 AB9266
 AB9266.No horizontal observational check was made to the station.
 AB9266
 AB9266.The orthometric height was determined by differential leveling.
 AB9266.The vertical network tie was performed by a horz. field party for horz.
 AB9266.obs reductions. Reset procedures were used to establish the elevation.
 AB9266
 AB9266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9266
 AB9266.Click photographs - Photos may exist for this station.
 AB9266
 AB9266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9266
 AB9266.The Laplace correction was computed from DCAR97 derived deflections.
 AB9266
 AB9266.The ellipsoidal height was determined by GPS observations
 AB9266.and is referenced to NAD 83.
 AB9266
 AB9266. The following values were computed from the NAD 83(2011) position.
 AB9266
 AB9266;                    North         East     Units Scale Factor Converg.
 AB9266;UTM  19      - 1,349,570.507   501,207.305   MT  0.99960002   +0 00 08.4
 AB9266
 AB9266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9266!UTM  19      -   1.00000175  x   0.99960002  =   0.99960177
 AB9266
 AB9266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PEP0120749570(NAD 83)
 AB9266
 AB9266                          SUPERSEDED SURVEY CONTROL
 AB9266
 AB9266  NAD 83(2007)-  12 12 29.33435(N)    068 59 20.04454(W) AD(2002.00) 0
 AB9266  ELLIP H (02/10/07)  -11.126  (m)                       GP(2002.00)    
 AB9266  NAD 83(1996)-  12 12 29.33362(N)    068 59 20.04666(W) AD(       ) 1
 AB9266  ELLIP H (12/09/96)  -11.090  (m)                       GP(       ) 1 1
 AB9266
 AB9266.Superseded values are not recommended for survey control.
 AB9266
 AB9266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9266.See file dsdata.pdf to determine how the superseded data were derived.
 AB9266
 AB9266_MARKER: Z = SEE DESCRIPTION
 AB9266_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9266_STAMPING: DP 36
 AB9266_MARK LOGO: CGD
 AB9266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9266+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9266
 AB9266  HISTORY     - Date     Condition        Report By
 AB9266  HISTORY     - 1996     MONUMENTED       CGD
 AB9266
 AB9266                          STATION DESCRIPTION
 AB9266
 AB9266'DESCRIBED BY CURACAO GEODETIC DEPARTMENT 1996 (AJL)
 AB9266'THE STATION IS LOCATED ON THE ISLAND OF CURACAO, NETHERLANDS ANTILLES,
 AB9266'NORTH NORTHWEST OF THE HATO INTERNATIONAL AIRPORT, LOCATED MID-ISLAND
 AB9266'ON THE NORTH SHORE.  TO REACH THE STATION FROM THE HATO INTERNATIONAL
 AB9266'AIRPORT, PROCEED WEST ON MAIN ROAD APPROXIMATELY 1.5MI TO A DIRT TRACK
 AB9266'ROAD RIGHT.  TURN RIGHT (NORTH) FOR 5.4KM ON THE MEANDERING DIRT AND
 AB9266'CORAL TRACK TO A CORAL SHELF AND THE STATION ON THE RIGHT. THE STATION
 AB9266'IS A PAINTED WHITE AND BLACK CONCRETE PILLAR STANDING 1.55M TALL BY
 AB9266'3.5M SQUARE.  THE STATION IS APPROXIMATELY 300FT SOUTH OF A CORAL
 AB9266'CLIFF EDGE, 2000FT NORTHWEST FROM A CONCRETE BENCH MARK AND 72FT FROM
 AB9266'THE CENTER OF THE CORAL TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9268 ***********************************************************************
 AB9268  DESIGNATION -  DP 8
 AB9268  PID         -  AB9268
 AB9268  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9268  COUNTRY     -  CURACAO
 AB9268  USGS QUAD   -  
 AB9268
 AB9268                         *CURRENT SURVEY CONTROL
 AB9268  ______________________________________________________________________
 AB9268* NAD 83(2011) POSITION- 12 11 46.80987(N) 069 00 38.69897(W)   NO CHECK
 AB9268* NAD 83(2011) ELLIP HT-    74.468 (meters)        (06/27/12)   NO CHECK
 AB9268* NAD 83(2011) EPOCH   -  2010.00
 AB9268* LMSL    ORTHO HEIGHT -    96.66  (meters)      317.1   (feet) LEVELING
 AB9268  ______________________________________________________________________
 AB9268  GEOID HEIGHT    -        -24.483 (meters)                     EGM08
 AB9268  NAD 83(2011) X  -  2,233,397.570 (meters)                     COMP
 AB9268  NAD 83(2011) Y  - -5,821,463.918 (meters)                     COMP
 AB9268  NAD 83(2011) Z  -  1,338,655.165 (meters)                     COMP
 AB9268  LAPLACE CORR    -          0.53  (seconds)                    DCAR97
 AB9268  VERT ORDER      -  THIRD ?
 AB9268
 AB9268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9268  Standards:
 AB9268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9268  -------------------------------------------------------------------
 AB9268  NETWORK    8.31   4.84           0.64   4.23   2.47     -0.11662095
 AB9268  -------------------------------------------------------------------
 AB9268  Click here for local accuracies and other accuracy information.
 AB9268
 AB9268.The horizontal coordinates were established by GPS observations
 AB9268.and adjusted by the National Geodetic Survey in June 2012.
 AB9268
 AB9268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9268.been affixed to the stable North American tectonic plate. See 
 AB9268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9268
 AB9268.The horizontal coordinates are valid at the epoch date displayed above
 AB9268.which is a decimal equivalence of Year/Month/Day.
 AB9268
 AB9268.No horizontal observational check was made to the station.
 AB9268
 AB9268.The orthometric height was determined by differential leveling.
 AB9268.The vertical network tie was performed by a horz. field party for horz.
 AB9268.obs reductions. Reset procedures were used to establish the elevation.
 AB9268
 AB9268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9268
 AB9268.Click photographs - Photos may exist for this station.
 AB9268
 AB9268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9268
 AB9268.The Laplace correction was computed from DCAR97 derived deflections.
 AB9268
 AB9268.The ellipsoidal height was determined by GPS observations
 AB9268.and is referenced to NAD 83.
 AB9268
 AB9268. The following values were computed from the NAD 83(2011) position.
 AB9268
 AB9268;                    North         East     Units Scale Factor Converg.
 AB9268;UTM  19      - 1,348,264.270   498,830.650   MT  0.99960002   -0 00 08.2
 AB9268
 AB9268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9268!UTM  19      -   0.99998829  x   0.99960002  =   0.99958831
 AB9268
 AB9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PDP9883048264(NAD 83)
 AB9268
 AB9268                          SUPERSEDED SURVEY CONTROL
 AB9268
 AB9268  NAD 83(2007)-  12 11 46.80892(N)    069 00 38.70033(W) AD(2002.00) 0
 AB9268  ELLIP H (02/10/07)   74.474  (m)                       GP(2002.00)    
 AB9268  NAD 83(1996)-  12 11 46.80819(N)    069 00 38.70245(W) AD(       ) 1
 AB9268  ELLIP H (12/09/96)   74.510  (m)                       GP(       ) 1 1
 AB9268
 AB9268.Superseded values are not recommended for survey control.
 AB9268
 AB9268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9268.See file dsdata.pdf to determine how the superseded data were derived.
 AB9268
 AB9268_MARKER: Z = SEE DESCRIPTION
 AB9268_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9268_STAMPING: DP 8
 AB9268_MARK LOGO: CGD
 AB9268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9268+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9268
 AB9268  HISTORY     - Date     Condition        Report By
 AB9268  HISTORY     - 1996     MONUMENTED       CGD
 AB9268
 AB9268                          STATION DESCRIPTION
 AB9268
 AB9268'DESCRIBED BY CURACAO GEODETIC DEPARTMENT 1996 (AJL)
 AB9268'THE STATION IS LOCATED ON THE ISLAND OF CURACAO, NETHERLANDS ANTILLES,
 AB9268'SSW OF HATO INTERNATIONAL AIRPORT NEAR THE VOR COMPLEX.  ACCESS TO THE
 AB9268'STATION IS THROUGH A LOCKED GATE.  POINT OF CONTACT IS MR HUMPHREY
 AB9268'MARTINA, TECHNICAL DEPT., CIVIL AVIATION (683-933) FOR ACCESS.  TO
 AB9268'REACH THE STATION FROM HATO INTERNATIONAL AIRPORT, PROCEED WEST ON
 AB9268'FRANKLIN D.  ROOSEVELT ROAD FOR 7.5KM TO A PAVED ROAD AND A GATE LEFT.
 AB9268'TURN LEFT (SE) .4KM TO THE STATION ON THE LEFT. THE STATION IS 379FT
 AB9268'ENE FROM THE N SIDE OF VOR, 89.3FT WNW FROM THE NW CORNER OF A POWER
 AB9268'GENERATING BUILDING, AND 14.9FT S OF THE S EDGE OF A SERVICE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9264 ***********************************************************************
 AB9264  DESIGNATION -  TNCC A
 AB9264  PID         -  AB9264
 AB9264  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9264  COUNTRY     -  CURACAO
 AB9264  USGS QUAD   -  
 AB9264
 AB9264                         *CURRENT SURVEY CONTROL
 AB9264  ______________________________________________________________________
 AB9264* NAD 83(2011) POSITION- 12 11 15.82289(N) 068 57 29.62752(W)   ADJUSTED
 AB9264* NAD 83(2011) ELLIP HT-   -14.069 (meters)        (06/27/12)   ADJUSTED
 AB9264* NAD 83(2011) EPOCH   -  2010.00
 AB9264* LMSL    ORTHO HEIGHT -     8.2   (meters)       27.    (feet) GPS OBS
 AB9264  ______________________________________________________________________
 AB9264  LMSL orthometric height was determined with geoid model       EGM96
 AB9264  GEOID HEIGHT    -        -26.084 (meters)                     EGM96
 AB9264  GEOID HEIGHT    -        -24.398 (meters)                     EGM08
 AB9264  NAD 83(2011) X  -  2,238,773.973 (meters)                     COMP
 AB9264  NAD 83(2011) Y  - -5,819,521.157 (meters)                     COMP
 AB9264  NAD 83(2011) Z  -  1,337,705.745 (meters)                     COMP
 AB9264  LAPLACE CORR    -         -0.62  (seconds)                    DCAR97
 AB9264
 AB9264  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9264  Standards:
 AB9264         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9264            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9264  -------------------------------------------------------------------
 AB9264  NETWORK    8.29   4.80           0.57   4.22   2.45     -0.12552393
 AB9264  -------------------------------------------------------------------
 AB9264  Click here for local accuracies and other accuracy information.
 AB9264
 AB9264.The horizontal coordinates were established by GPS observations
 AB9264.and adjusted by the National Geodetic Survey in June 2012.
 AB9264
 AB9264.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9264.been affixed to the stable North American tectonic plate. See 
 AB9264.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9264
 AB9264.The horizontal coordinates are valid at the epoch date displayed above
 AB9264.which is a decimal equivalence of Year/Month/Day.
 AB9264
 AB9264.The orthometric height was determined by GPS observations and a
 AB9264.high-resolution geoid model.
 AB9264
 AB9264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9264
 AB9264.Click photographs - Photos may exist for this station.
 AB9264
 AB9264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9264
 AB9264.The Laplace correction was computed from DCAR97 derived deflections.
 AB9264
 AB9264.The ellipsoidal height was determined by GPS observations
 AB9264.and is referenced to NAD 83.
 AB9264
 AB9264. The following values were computed from the NAD 83(2011) position.
 AB9264
 AB9264;                    North         East     Units Scale Factor Converg.
 AB9264;UTM  19      - 1,347,312.784   504,543.888   MT  0.99960026   +0 00 31.7
 AB9264
 AB9264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9264!UTM  19      -   1.00000221  x   0.99960026  =   0.99960247
 AB9264
 AB9264:                Primary Azimuth Mark                     Grid Az
 AB9264:UTM  19      -  TNCC B                                   102 15 39.0
 AB9264
 AB9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PEP0454347312(NAD 83)
 AB9264
 AB9264|---------------------------------------------------------------------|
 AB9264| PID    Reference Object                     Distance      Geod. Az  |
 AB9264|                                                           dddmmss.s |
 AB9264| AB9550 TNCC B                              APPROX. 0.7 KM 1021610.7 |
 AB9264| AB9551 TNCC C                              APPROX. 1.4 KM 2830000.3 |
 AB9264|---------------------------------------------------------------------|
 AB9264
 AB9264                          SUPERSEDED SURVEY CONTROL
 AB9264
 AB9264  NAD 83(2007)-  12 11 15.82195(N)    068 57 29.62888(W) AD(2002.00) 0
 AB9264  ELLIP H (02/10/07)  -14.064  (m)                       GP(2002.00)    
 AB9264  NAD 83(1996)-  12 11 15.82121(N)    068 57 29.63100(W) AD(       ) A
 AB9264  ELLIP H (12/09/96)  -14.028  (m)                       GP(       ) 1 1
 AB9264
 AB9264.Superseded values are not recommended for survey control.
 AB9264
 AB9264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9264.See file dsdata.pdf to determine how the superseded data were derived.
 AB9264
 AB9264_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9264_STAMPING: TNCC A 1996
 AB9264_MARK LOGO: NGS
 AB9264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB9264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9264+STABILITY: POSITION/ELEVATION WELL
 AB9264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9264+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9264
 AB9264  HISTORY     - Date     Condition        Report By
 AB9264  HISTORY     - 1996     MONUMENTED       NGS
 AB9264
 AB9264                          STATION DESCRIPTION
 AB9264
 AB9264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9264'STATION IS LOCATED AT THE HATO INTERNATIONAL AIRPORT, CURACAO,
 AB9264'NETHERLANDS ANTILLES, IN A GRASSY AREA BETWEEN THE RUNWAY AND THE
 AB9264'AIRCARFT PARKING APRON, IN FRONT OF THE AIRPORT TERMINAL BUILDING, .15
 AB9264'KILOMETER (0.10 MI) EAST OF THE CENTER INTERSECTION TAXIWAY (TAXIWAY
 AB9264'C) .  OWNERSHIP--CURACAO INTERNATIONAL AIRPORT N.V.  ACCESS TO THE
 AB9264'STATION CAN BE OBTAINED BY CONTACTING MR.  HENDRIKS ABRAHAM, CHIEF
 AB9264'AIRPORT INSPECTOR, HATO AIRPORT, CURACAO, NETHERLANDS ANTILLES,
 AB9264'TELEPHONE (599-9) 682288.  ADDITIONAL ASSISTANCE CAN BE OBTAINED BY
 AB9264'CONTACTING MR.  E.  CHRISTIAAN, DIRECTOR, CADASTRAL SERVICE, PROF.
 AB9264'ROMULO BETHANCOURT BLVD 4, CURACAO, TELEPHONE (599-9) 611188. STATION
 AB9264'IS LOCATED 24.4 METERS (80.1 FT) NORTH OF THE WIND T INDICATOR, 6.7
 AB9264'METERS (22.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF AN EAST-WEST
 AB9264'TRACK ROAD, AND 63.7 METERS (209.0 FT) SOUTH SOUTHWEST OF THE EDGE OF
 AB9264'THE RUNWAY PAVEMENT.  STATION IS SET IN THE TOP OF A 0.5 METER (1.6
 AB9264'FT) SQUARE REINFORCED CONCRETE MONUMENT OVER 1 METER (3.3 FT) DEEP,
 AB9264'RESTING ON A 1 METER (3.3 FT) SQUARE REINFORCED CONCRETE BASE.  THIS
 AB9264'STATION HAS BEEN SELECTED AS THE PIMARY AIRPORT CONTROL STATION (PACS)
 AB9264'.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9550 ***********************************************************************
 AB9550  DESIGNATION -  TNCC B
 AB9550  PID         -  AB9550
 AB9550  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9550  COUNTRY     -  CURACAO
 AB9550  USGS QUAD   -  
 AB9550
 AB9550                         *CURRENT SURVEY CONTROL
 AB9550  ______________________________________________________________________
 AB9550* NAD 83(1996) POSITION- 12 11 10.71404(N) 068 57 05.75000(W)   ADJUSTED
 AB9550* NAD 83(1996) ELLIP HT-   -13.534 (meters)        (01/02/97)   ADJUSTED
 AB9550* LMSL    ORTHO HEIGHT -     8.6   (meters)       28.    (feet) GPS OBS
 AB9550  ______________________________________________________________________
 AB9550  LMSL orthometric height was determined with geoid model       EGM96
 AB9550  GEOID HEIGHT    -        -26.070 (meters)                     EGM96
 AB9550  GEOID HEIGHT    -        -24.392 (meters)                     EGM08
 AB9550  NAD 83(1996) X  -  2,239,459.725 (meters)                     COMP
 AB9550  NAD 83(1996) Y  - -5,819,293.372 (meters)                     COMP
 AB9550  NAD 83(1996) Z  -  1,337,552.408 (meters)                     COMP
 AB9550  LAPLACE CORR    -         -0.72  (seconds)                    DCAR97
 AB9550  HORZ ORDER      -  FIRST
 AB9550  ELLP ORDER      -  FOURTH    CLASS I
 AB9550
 AB9550.The horizontal coordinates were established by GPS observations
 AB9550.and adjusted by the National Geodetic Survey in January 1997.
 AB9550
 AB9550.The orthometric height was determined by GPS observations and a
 AB9550.high-resolution geoid model.
 AB9550
 AB9550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9550
 AB9550.Click photographs - Photos may exist for this station.
 AB9550
 AB9550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9550
 AB9550.The Laplace correction was computed from DCAR97 derived deflections.
 AB9550
 AB9550.The ellipsoidal height was determined by GPS observations
 AB9550.and is referenced to NAD 83.
 AB9550
 AB9550. The following values were computed from the NAD 83(1996) position.
 AB9550
 AB9550;                    North         East     Units Scale Factor Converg.
 AB9550;UTM  19      - 1,347,155.977   505,265.437   MT  0.99960034   +0 00 36.8
 AB9550
 AB9550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9550!UTM  19      -   1.00000213  x   0.99960034  =   0.99960247
 AB9550
 AB9550:                Primary Azimuth Mark                     Grid Az
 AB9550:UTM  19      -  TNCC A                                   282 15 39.0
 AB9550
 AB9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PEP0526547155(NAD 83)
 AB9550
 AB9550|---------------------------------------------------------------------|
 AB9550| PID    Reference Object                     Distance      Geod. Az  |
 AB9550|                                                           dddmmss.s |
 AB9550| AB9264 TNCC A                              APPROX. 0.7 KM 2821615.8 |
 AB9550|---------------------------------------------------------------------|
 AB9550
 AB9550                          SUPERSEDED SURVEY CONTROL
 AB9550
 AB9550.No superseded survey control is available for this station.
 AB9550
 AB9550_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9550_STAMPING: TNCC B 1996
 AB9550_MARK LOGO: NGS
 AB9550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB9550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9550+STABILITY: SURFACE MOTION
 AB9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9550+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9550
 AB9550  HISTORY     - Date     Condition        Report By
 AB9550  HISTORY     - 1996     MONUMENTED       NGS
 AB9550
 AB9550                          STATION DESCRIPTION
 AB9550
 AB9550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9550'STATION IS LOCATED AT THE HATO INTERNATIONAL AIRPORT, CURACAO,
 AB9550'NETHERLANDS ANTILLES, IN A GRASSY AREA BETWEEN THE RUNWAY AND THE
 AB9550'EAST-WEST TAXIWAY, IN FRONT OF THE AIRPORT FIRE STATION BUILDING,
 AB9550'OWNERSHIP--CURACAO INTERNATIONAL AIRPORT N.V.  ACCESS TO THE STATION
 AB9550'CAN BE OBTAINED BY CONTACTING MR.  HENDRIKS ABRAHAM, CHIEF AIRPORT
 AB9550'INSPECTOR, HATO AIRPORT, CURACAO, NETHERLANDS ANTILLES, TELEPHONE
 AB9550'(599-9) 682288.  ADDITIONAL ASSISTANCE CAN BE OBTAINED BY CONTACTING
 AB9550'MR.  E.  CHRISTIAAN, DIRECTOR, CADASTRAL SERVICE, PROF.  ROMULO
 AB9550'BETHANCOURT BLVD 4, CURACAO, TELEPHONE (599-9) 611188.  STATION IS
 AB9550'LOCATED 12.0 METERS (39.4 FT) EAST OF THE CENTERLINE OF THE PAVED FIRE
 AB9550'EMERGENCY ACCESS ROAD, 4.1 METERS (13.5 FT) NORTHEAST OF THE
 AB9550'CENTERLINE OF AN EAST-WEST TRACK ROAD.  STATION IS SET IN THE TOP OF A
 AB9550'0.50 METER (1.64 FT) SQUARE REINFORCED CONCRETE MONUMENT OVER 1 METER
 AB9550'(3.3 FT) DEEP, RESTING ON A 1 METER (3.3 FT) SQUARE REINFORCED
 AB9550'CONCRETE BASE.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT
 AB9550'CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9551 ***********************************************************************
 AB9551  DESIGNATION -  TNCC C
 AB9551  PID         -  AB9551
 AB9551  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9551  COUNTRY     -  CURACAO
 AB9551  USGS QUAD   -  
 AB9551
 AB9551                         *CURRENT SURVEY CONTROL
 AB9551  ______________________________________________________________________
 AB9551* NAD 83(1996) POSITION- 12 11 25.81631(N) 068 58 13.63305(W)   ADJUSTED
 AB9551* NAD 83(1996) ELLIP HT-   -15.142 (meters)        (01/02/97)   ADJUSTED
 AB9551* LMSL    ORTHO HEIGHT -     7.1   (meters)       23.    (feet) GPS OBS
 AB9551  ______________________________________________________________________
 AB9551  LMSL orthometric height was determined with geoid model       EGM96
 AB9551  GEOID HEIGHT    -        -26.109 (meters)                     EGM96
 AB9551  GEOID HEIGHT    -        -24.415 (meters)                     EGM08
 AB9551  NAD 83(1996) X  -  2,237,508.714 (meters)                     COMP
 AB9551  NAD 83(1996) Y  - -5,819,937.157 (meters)                     COMP
 AB9551  NAD 83(1996) Z  -  1,338,005.681 (meters)                     COMP
 AB9551  LAPLACE CORR    -         -0.43  (seconds)                    DCAR97
 AB9551  HORZ ORDER      -  FIRST
 AB9551  ELLP ORDER      -  FOURTH    CLASS I
 AB9551
 AB9551.The horizontal coordinates were established by GPS observations
 AB9551.and adjusted by the National Geodetic Survey in January 1997.
 AB9551
 AB9551.The orthometric height was determined by GPS observations and a
 AB9551.high-resolution geoid model.
 AB9551
 AB9551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9551
 AB9551.Click photographs - Photos may exist for this station.
 AB9551
 AB9551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9551
 AB9551.The Laplace correction was computed from DCAR97 derived deflections.
 AB9551
 AB9551.The ellipsoidal height was determined by GPS observations
 AB9551.and is referenced to NAD 83.
 AB9551
 AB9551. The following values were computed from the NAD 83(1996) position.
 AB9551
 AB9551;                    North         East     Units Scale Factor Converg.
 AB9551;UTM  19      - 1,347,619.572   503,214.115   MT  0.99960013   +0 00 22.5
 AB9551
 AB9551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9551!UTM  19      -   1.00000238  x   0.99960013  =   0.99960251
 AB9551
 AB9551:                Primary Azimuth Mark                     Grid Az
 AB9551:UTM  19      -  TNCC A                                   102 59 28.5
 AB9551
 AB9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PEP0321447619(NAD 83)
 AB9551
 AB9551|---------------------------------------------------------------------|
 AB9551| PID    Reference Object                     Distance      Geod. Az  |
 AB9551|                                                           dddmmss.s |
 AB9551| AB9264 TNCC A                              APPROX. 1.4 KM 1025951.0 |
 AB9551|---------------------------------------------------------------------|
 AB9551
 AB9551                          SUPERSEDED SURVEY CONTROL
 AB9551
 AB9551.No superseded survey control is available for this station.
 AB9551
 AB9551_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9551_STAMPING: TNCC C 1996
 AB9551_MARK LOGO: NGS
 AB9551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB9551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9551+STABILITY: SURFACE MOTION
 AB9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9551+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9551
 AB9551  HISTORY     - Date     Condition        Report By
 AB9551  HISTORY     - 1996     MONUMENTED       NGS
 AB9551
 AB9551                          STATION DESCRIPTION
 AB9551
 AB9551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9551'STATION IS LOCATED AT THE HATO INTERNATIONAL AIRPORT, CURACAO,
 AB9551'NETHERLANDS ANTILLES, AT THE WEST END OF THE RUNWAY, IN A GRASSY AREA
 AB9551'BETWEEN THE RUNWAY AND THE EAST-WEST TAXIWAY, 0.3 KILOMETER (0.20 MI)
 AB9551'WEST OF THE WEST TAXIWAY (TAXIWAY B) INTERSECTION, OWNERSHIP--CURACAO
 AB9551'INTERNATIONAL AIRPORT N.V.  ACCESS TO THE STATION CAN BE OBTAINED BY
 AB9551'CONTACTING MR.  HENDRIKS ABRAHAM, CHIEF AIRPORT INSPECTOR, HATO
 AB9551'AIRPORT, CURACAO, NETHERLANDS ANTILLES, TELEPHONE (599-9) 682288.
 AB9551'ADDITIONAL ASSISTANCE CAN BE OBTAINED BY CONTACTING MR.  E.
 AB9551'CHRISTIAAN, DIRECTOR, CADASTRAL SERVICE, PROF.  ROMULO BETHANCOURT
 AB9551'BLVD 4, CURACAO, TELEPHONE (599-9) 611188.  STATION IS LOCATED 40.0
 AB9551'METERS (131.2 FT) SOUTH SOUTHWEST OF THE EDGE OF THE RUNWAY PAVEMENT,
 AB9551'AND 32.8 METERS (107.6 FT) NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 AB9551'CULVERT WINGWALL ON THE NORTH SIDE OF THE EAST-WEST TAXIWAY.  STATION
 AB9551'IS SET IN THE TOP OF A 0.50 METER (1.64 FT) SQUARE REINFORCED CONCRETE
 AB9551'MONUMENT OVER 1 METER (3.3 FT) DEEP, RESTING ON A 1 METER (3.3 FT)
 AB9551'SQUARE REINFORCED CONCRETE BASE.  THIS STATION HAS BEEN SELECTED AS A
 AB9551'SECONDARY AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:11:38 EDT
 AB9265 ***********************************************************************
 AB9265  DESIGNATION -  VH 83
 AB9265  PID         -  AB9265
 AB9265  STATE/COUNTY-  CP/REGION OF CURACAO
 AB9265  COUNTRY     -  CURACAO
 AB9265  USGS QUAD   -  
 AB9265
 AB9265                         *CURRENT SURVEY CONTROL
 AB9265  ______________________________________________________________________
 AB9265* NAD 83(2011) POSITION- 12 11 12.01194(N) 068 56 27.81664(W)   NO CHECK
 AB9265* NAD 83(2011) ELLIP HT-   -14.042 (meters)        (06/27/12)   NO CHECK
 AB9265* NAD 83(2011) EPOCH   -  2010.00
 AB9265* LMSL    ORTHO HEIGHT -     8.    (meters)       26.    (feet) GPS OBS
 AB9265  ______________________________________________________________________
 AB9265  LMSL orthometric height was determined with geoid model       EGM96
 AB9265  GEOID HEIGHT    -        -26.069 (meters)                     EGM96
 AB9265  GEOID HEIGHT    -        -24.417 (meters)                     EGM08
 AB9265  NAD 83(2011) X  -  2,240,526.687 (meters)                     COMP
 AB9265  NAD 83(2011) Y  - -5,818,873.103 (meters)                     COMP
 AB9265  NAD 83(2011) Z  -  1,337,591.284 (meters)                     COMP
 AB9265  LAPLACE CORR    -         -0.92  (seconds)                    DCAR97
 AB9265
 AB9265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9265  Standards:
 AB9265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9265  -------------------------------------------------------------------
 AB9265  NETWORK    8.33   4.86           0.65   4.24   2.48     -0.11576841
 AB9265  -------------------------------------------------------------------
 AB9265  Click here for local accuracies and other accuracy information.
 AB9265
 AB9265.The horizontal coordinates were established by GPS observations
 AB9265.and adjusted by the National Geodetic Survey in June 2012.
 AB9265
 AB9265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9265.been affixed to the stable North American tectonic plate. See 
 AB9265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9265
 AB9265.The horizontal coordinates are valid at the epoch date displayed above
 AB9265.which is a decimal equivalence of Year/Month/Day.
 AB9265
 AB9265.No horizontal observational check was made to the station.
 AB9265
 AB9265.The orthometric height was determined by GPS observations and a
 AB9265.high-resolution geoid model.
 AB9265
 AB9265.No vertical observational check was made to the station.
 AB9265
 AB9265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9265
 AB9265.Click photographs - Photos may exist for this station.
 AB9265
 AB9265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9265
 AB9265.The Laplace correction was computed from DCAR97 derived deflections.
 AB9265
 AB9265.The ellipsoidal height was determined by GPS observations
 AB9265.and is referenced to NAD 83.
 AB9265
 AB9265. The following values were computed from the NAD 83(2011) position.
 AB9265
 AB9265;                    North         East     Units Scale Factor Converg.
 AB9265;UTM  19      - 1,347,196.071   506,411.688   MT  0.99960051   +0 00 44.8
 AB9265
 AB9265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9265!UTM  19      -   1.00000221  x   0.99960051  =   0.99960272
 AB9265
 AB9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19PEP0641147196(NAD 83)
 AB9265
 AB9265                          SUPERSEDED SURVEY CONTROL
 AB9265
 AB9265  NAD 83(2007)-  12 11 12.01100(N)    068 56 27.81799(W) AD(2002.00) 0
 AB9265  ELLIP H (02/10/07)  -14.037  (m)                       GP(2002.00)    
 AB9265  NAD 83(1996)-  12 11 12.01026(N)    068 56 27.82011(W) AD(       ) 1
 AB9265  ELLIP H (12/09/96)  -14.001  (m)                       GP(       ) 1 1
 AB9265
 AB9265.Superseded values are not recommended for survey control.
 AB9265
 AB9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9265.See file dsdata.pdf to determine how the superseded data were derived.
 AB9265
 AB9265_MARKER: Z = SEE DESCRIPTION
 AB9265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9265_STAMPING: VH 83
 AB9265_MARK LOGO: CGD
 AB9265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9265+STABILITY: SURFACE MOTION
 AB9265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9265+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9265
 AB9265  HISTORY     - Date     Condition        Report By
 AB9265  HISTORY     - 1996     MONUMENTED       CGD
 AB9265
 AB9265                          STATION DESCRIPTION
 AB9265
 AB9265'DESCRIBED BY CURACAO GEODETIC DEPARTMENT 1996 (AJL)
 AB9265'THE STATION IS LOCATED ON THE ISLAND OF CURACAO, NETHERLANDS ANTILLES,
 AB9265'NEAR THE EAST END OF RUNWAY 29 ON THE HATO INTERNATIONAL AIRPORT,
 AB9265'LOCATED MID-ISLAND ON THE NORTH SHORE.  TO REACH THE STATION FROM THE
 AB9265'HATO INTERNATIONAL AIRPORT RAMP, PROCEED EAST VIA TAXIWAY TO RUNWAY
 AB9265'29.  CONTINUE EAST FOR 50YD THEN TURN NORTH ONTO DIRT TRACK FOR 120YD.
 AB9265'TURN RIGHT (EAST) AND PROCEED 300FT TO THE STATION ON THE LEFT ON A
 AB9265'CORAL SHELF.  THE STATION IS LOCATED 36FT NORTH OF CENTER OF A TRACK
 AB9265'ROAD, 178FT SOUTH OF CORAL CLIFF AND 432FT FROM A CONCRETE WALL.  THE
 AB9265'STATION IS A 50CM SQUARE CONCRETE BLOCK SET INTO CORAL WITH A DATUM
 AB9265'POINT ON TOP.

 *** retrieval complete.
