














                                  SURVEY CONTROL DATA
                                
                             STATE=HA
                             [MAY 10, 2024 21:19:2]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9284 ***********************************************************************
 AB9284  DESIGNATION -  FORT NATIONAL
 AB9284  PID         -  AB9284
 AB9284  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9284  COUNTRY     -  HAITI
 AB9284  USGS QUAD   -  
 AB9284
 AB9284                         *CURRENT SURVEY CONTROL
 AB9284  ______________________________________________________________________
 AB9284* NAD 83(2011) POSITION- 18 32 51.15422(N) 072 19 51.63954(W)   NO CHECK
 AB9284* NAD 83(2011) ELLIP HT-    71.312 (meters)        (06/27/12)   NO CHECK
 AB9284* NAD 83(2011) EPOCH   -  2010.00
 AB9284* LMSL    ORTHO HEIGHT -    94.    (meters)      308.    (feet) GPS OBS
 AB9284  ______________________________________________________________________
 AB9284  LMSL orthometric height was determined with geoid model       EGM96
 AB9284  GEOID HEIGHT    -        -25.917 (meters)                     EGM96
 AB9284  GEOID HEIGHT    -        -25.613 (meters)                     EGM08
 AB9284  NAD 83(2011) X  -  1,835,968.635 (meters)                     COMP
 AB9284  NAD 83(2011) Y  - -5,763,618.479 (meters)                     COMP
 AB9284  NAD 83(2011) Z  -  2,015,954.605 (meters)                     COMP
 AB9284  LAPLACE CORR    -         -1.00  (seconds)                    DCAR97
 AB9284
 AB9284  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9284  Standards:
 AB9284         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9284            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9284  -------------------------------------------------------------------
 AB9284  NETWORK   12.59   6.55           0.93   6.40   3.34     -0.32260002
 AB9284  -------------------------------------------------------------------
 AB9284  Click here for local accuracies and other accuracy information.
 AB9284
 AB9284.The horizontal coordinates were established by GPS observations
 AB9284.and adjusted by the National Geodetic Survey in June 2012.
 AB9284
 AB9284.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9284.been affixed to the stable North American tectonic plate. See 
 AB9284.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9284
 AB9284.The horizontal coordinates are valid at the epoch date displayed above
 AB9284.which is a decimal equivalence of Year/Month/Day.
 AB9284
 AB9284.No horizontal observational check was made to the station.
 AB9284
 AB9284.The orthometric height was determined by GPS observations and a
 AB9284.high-resolution geoid model.
 AB9284
 AB9284.No vertical observational check was made to the station.
 AB9284
 AB9284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9284
 AB9284.Click photographs - Photos may exist for this station.
 AB9284
 AB9284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9284
 AB9284.The Laplace correction was computed from DCAR97 derived deflections.
 AB9284
 AB9284.The ellipsoidal height was determined by GPS observations
 AB9284.and is referenced to NAD 83.
 AB9284
 AB9284. The following values were computed from the NAD 83(2011) position.
 AB9284
 AB9284;                    North         East     Units Scale Factor Converg.
 AB9284;UTM  18      - 2,052,853.721   781,743.159   MT  1.00058144   +0 50 58.4
 AB9284
 AB9284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9284!UTM  18      -   0.99998879  x   1.00058144  =   1.00057022
 AB9284
 AB9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYF8174352853(NAD 83)
 AB9284
 AB9284                          SUPERSEDED SURVEY CONTROL
 AB9284
 AB9284  NAD 83(2007)-  18 32 51.15358(N)    072 19 51.64569(W) AD(2002.00) 0
 AB9284  ELLIP H (02/10/07)   71.342  (m)                       GP(2002.00)    
 AB9284  NAD 83(1996)-  18 32 51.15343(N)    072 19 51.64606(W) AD(       ) 1
 AB9284  ELLIP H (12/09/96)   71.353  (m)                       GP(       ) 1 1
 AB9284
 AB9284.Superseded values are not recommended for survey control.
 AB9284
 AB9284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9284.See file dsdata.pdf to determine how the superseded data were derived.
 AB9284
 AB9284_MARKER: DD = SURVEY DISK
 AB9284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB9284_SP_SET: CONCRETE GUNNERY ABUTMENT
 AB9284_STAMPING: FORT NATIONAL 1955
 AB9284_MARK LOGO: IAGS
 AB9284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9284+SATELLITE: SATELLITE OBSERVATIONS - 1955
 AB9284
 AB9284  HISTORY     - Date     Condition        Report By
 AB9284  HISTORY     - 1955     MONUMENTED       IAGS
 AB9284
 AB9284                          STATION DESCRIPTION
 AB9284
 AB9284'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1955
 AB9284'THE STATION IS LOCATED AT FORT NATIONAL, ON A HILLSIDE OVERLOOKING
 AB9284'PORT OF PRINCE, HAITI, IN A MASSIVE CONCRETE GUNNERY ABUTMENT
 AB9284'OVERLOOKING THE PORT AND TOWN.  TO REACH THE STATION FROM THE FRONT
 AB9284'GATE AT FORT NATIONAL, HAITI, PASS THROUGHT THE GATE AND GO ABOUT 50 M
 AB9284'(164.0 FT) TO A VEHICLE PARKING AREA ON LEFT.  PARK THE VEHICLE AND
 AB9284'PROCEED ON FOOT ABOUT 20 M (65.6 FT) TO THE GUARD STATION.  TURN RIGHT
 AB9284'AND GO ABOUT 10 M (32.8 FT) TO THE STATION AHEAD IN THE FLOOR OF THE
 AB9284'GUNNERY AREA.  THE STATION IS 7.9 M (25.9 FT) NORTHWEST OF THE CENTER
 AB9284'OF STONE STEPS, 5.0 M (16.4 FT) NORTH OF A FLAGPOLE, 3.8 M (12.5 FT)
 AB9284'EAST OF THE MOST NORTHERLY OF THREE CANNONS, 2.3 M (7.5 FT) SOUTH OF A
 AB9284'WALL.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9315 ***********************************************************************
 AB9315  DESIGNATION -  MTCH A
 AB9315  PID         -  AB9315
 AB9315  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9315  COUNTRY     -  HAITI
 AB9315  USGS QUAD   -  
 AB9315
 AB9315                         *CURRENT SURVEY CONTROL
 AB9315  ______________________________________________________________________
 AB9315* NAD 83(2011) POSITION- 19 43 57.48416(N) 072 11 38.94417(W)   ADJUSTED
 AB9315* NAD 83(2011) ELLIP HT-   -29.171 (meters)        (06/27/12)   ADJUSTED
 AB9315* NAD 83(2011) EPOCH   -  2010.00
 AB9315* LMSL    ORTHO HEIGHT -     1.3   (meters)        4.    (feet) GPS OBS
 AB9315  ______________________________________________________________________
 AB9315  LMSL orthometric height was determined with geoid model       EGM96
 AB9315  GEOID HEIGHT    -        -33.413 (meters)                     EGM96
 AB9315  GEOID HEIGHT    -        -33.012 (meters)                     EGM08
 AB9315  NAD 83(2011) X  -  1,836,549.114 (meters)                     COMP
 AB9315  NAD 83(2011) Y  - -5,718,175.176 (meters)                     COMP
 AB9315  NAD 83(2011) Z  -  2,139,850.338 (meters)                     COMP
 AB9315  LAPLACE CORR    -         -4.82  (seconds)                    DCAR97
 AB9315
 AB9315  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9315  Standards:
 AB9315         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9315            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9315  -------------------------------------------------------------------
 AB9315  NETWORK    4.68   2.67           0.39   2.38   1.36     -0.24763399
 AB9315  -------------------------------------------------------------------
 AB9315  Click here for local accuracies and other accuracy information.
 AB9315
 AB9315.The horizontal coordinates were established by GPS observations
 AB9315.and adjusted by the National Geodetic Survey in June 2012.
 AB9315
 AB9315.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9315.been affixed to the stable North American tectonic plate. See 
 AB9315.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9315
 AB9315.The horizontal coordinates are valid at the epoch date displayed above
 AB9315.which is a decimal equivalence of Year/Month/Day.
 AB9315
 AB9315.The orthometric height was determined by GPS observations and a
 AB9315.high-resolution geoid model.
 AB9315
 AB9315.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9315
 AB9315.Click photographs - Photos may exist for this station.
 AB9315
 AB9315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9315
 AB9315.The Laplace correction was computed from DCAR97 derived deflections.
 AB9315
 AB9315.The ellipsoidal height was determined by GPS observations
 AB9315.and is referenced to NAD 83.
 AB9315
 AB9315. The following values were computed from the NAD 83(2011) position.
 AB9315
 AB9315;                    North         East     Units Scale Factor Converg.
 AB9315;UTM  18      - 2,184,327.729   794,090.194   MT  1.00066917   +0 56 52.9
 AB9315
 AB9315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9315!UTM  18      -   1.00000459  x   1.00066917  =   1.00067376
 AB9315
 AB9315:                Primary Azimuth Mark                     Grid Az
 AB9315:UTM  18      -  MTCH C                                   038 08 33.1
 AB9315
 AB9315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYG9409084327(NAD 83)
 AB9315
 AB9315|---------------------------------------------------------------------|
 AB9315| PID    Reference Object                     Distance      Geod. Az  |
 AB9315|                                                           dddmmss.s |
 AB9315| AB9700 MTCH C                              APPROX. 0.6 KM 0390526.0 |
 AB9315| AB9699 MTCH B                              APPROX. 0.7 KM 2200140.9 |
 AB9315|---------------------------------------------------------------------|
 AB9315
 AB9315                          SUPERSEDED SURVEY CONTROL
 AB9315
 AB9315  NAD 83(2007)-  19 43 57.48336(N)    072 11 38.94992(W) AD(2002.00) 0
 AB9315  ELLIP H (02/10/07)  -29.145  (m)                       GP(2002.00)    
 AB9315  NAD 83(1996)-  19 43 57.48323(N)    072 11 38.95032(W) AD(       ) A
 AB9315  ELLIP H (12/09/96)  -29.145  (m)                       GP(       ) 1 1
 AB9315
 AB9315.Superseded values are not recommended for survey control.
 AB9315
 AB9315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9315.See file dsdata.pdf to determine how the superseded data were derived.
 AB9315
 AB9315_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9315_STAMPING: MTCH A 1996
 AB9315_MARK LOGO: NGS
 AB9315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9315+STABILITY: SURFACE MOTION
 AB9315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9315+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9315
 AB9315  HISTORY     - Date     Condition        Report By
 AB9315  HISTORY     - 1996     MONUMENTED       NGS
 AB9315
 AB9315                          STATION DESCRIPTION
 AB9315
 AB9315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9315'STATION IS LOCATED AT THE CAP HAITIEN INTERNATIONAL AIRPORT, HAITI, IN
 AB9315'THE GRASSY AREA SOUTH OF THE RUNWAY, NEAR THE MIDDLE OF THE RUNWAY,
 AB9315'ALONG THE NORTH-SOUTH UPAVED ACCESS ROAD.  ACCESS TO THIS STATION CAN
 AB9315'BE OBTAINED BY CONTACTING MR.  PIERRE DUPUY, OFFICE NATIONAL DE L
 AB9315'AVIATION CIVILE, P.O.  BOX 1346, PORT-AU-PRINCE, HAITI, TELEPHONE
 AB9315'(509) 46-2701.  STATION IS LOCATED 22.2 METERS (72.8 FT) NORTHWEST OF
 AB9315'THE NORTH END OF THE WEST SIDE OF A CONCRETE BLOCK CULVERT, 13.1
 AB9315'METERS (43.0 FT) WEST NORTHWEST OF THE CENTERLINE OF THE UNPAVED
 AB9315'ACCESS ROAD, AND 25.5 METERS (83.7 FT) SOUTHEAST OF THE SOUTH EDGE OF
 AB9315'THE RUNWAY PAVEMENT, SET IN THE TOP OF A 0.6 METER (2.0 FT) ROUND
 AB9315'CONCRETE POST.  THIS STATION HAS BEEN SELECTED AS THE PRIMARY AIRPORT
 AB9315'CONTROL STATION (PACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9699 ***********************************************************************
 AB9699  DESIGNATION -  MTCH B
 AB9699  PID         -  AB9699
 AB9699  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9699  COUNTRY     -  HAITI
 AB9699  USGS QUAD   -  
 AB9699
 AB9699                         *CURRENT SURVEY CONTROL
 AB9699  ______________________________________________________________________
 AB9699* NAD 83(1996) POSITION- 19 43 39.73664(N) 072 11 54.68620(W)   ADJUSTED
 AB9699* NAD 83(1996) ELLIP HT-   -28.051 (meters)        (01/06/97)   ADJUSTED
 AB9699* LMSL    ORTHO HEIGHT -     2.3   (meters)        8.    (feet) GPS OBS
 AB9699  ______________________________________________________________________
 AB9699  LMSL orthometric height was determined with geoid model       EGM96
 AB9699  GEOID HEIGHT    -        -33.283 (meters)                     EGM96
 AB9699  GEOID HEIGHT    -        -32.860 (meters)                     EGM08
 AB9699  NAD 83(1996) X  -  1,836,169.347 (meters)                     COMP
 AB9699  NAD 83(1996) Y  - -5,718,491.743 (meters)                     COMP
 AB9699  NAD 83(1996) Z  -  2,139,337.016 (meters)                     COMP
 AB9699  LAPLACE CORR    -         -4.74  (seconds)                    DCAR97
 AB9699  HORZ ORDER      -  FIRST
 AB9699  ELLP ORDER      -  FOURTH    CLASS II
 AB9699
 AB9699.The horizontal coordinates were established by GPS observations
 AB9699.and adjusted by the National Geodetic Survey in January 1997.
 AB9699
 AB9699.The orthometric height was determined by GPS observations and a
 AB9699.high-resolution geoid model.
 AB9699
 AB9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9699
 AB9699.Click photographs - Photos may exist for this station.
 AB9699
 AB9699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9699
 AB9699.The Laplace correction was computed from DCAR97 derived deflections.
 AB9699
 AB9699.The ellipsoidal height was determined by GPS observations
 AB9699.and is referenced to NAD 83.
 AB9699
 AB9699. The following values were computed from the NAD 83(1996) position.
 AB9699
 AB9699;                    North         East     Units Scale Factor Converg.
 AB9699;UTM  18      - 2,183,774.116   793,640.604   MT  1.00066591   +0 56 46.8
 AB9699
 AB9699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9699!UTM  18      -   1.00000441  x   1.00066591  =   1.00067032
 AB9699
 AB9699:                Primary Azimuth Mark                     Grid Az
 AB9699:UTM  18      -  MTCH A                                   039 04 48.8
 AB9699
 AB9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYG9364083774(NAD 83)
 AB9699
 AB9699|---------------------------------------------------------------------|
 AB9699| PID    Reference Object                     Distance      Geod. Az  |
 AB9699|                                                           dddmmss.s |
 AB9699| AB9315 MTCH A                              APPROX. 0.7 KM 0400135.6 |
 AB9699|---------------------------------------------------------------------|
 AB9699
 AB9699                          SUPERSEDED SURVEY CONTROL
 AB9699
 AB9699.No superseded survey control is available for this station.
 AB9699
 AB9699_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9699_STAMPING: MTCH B 1996
 AB9699_MARK LOGO: NGS
 AB9699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9699+STABILITY: SURFACE MOTION
 AB9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9699+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9699
 AB9699  HISTORY     - Date     Condition        Report By
 AB9699  HISTORY     - 1996     MONUMENTED       NGS
 AB9699
 AB9699                          STATION DESCRIPTION
 AB9699
 AB9699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9699'STATION IS LOCATED AT THE CAP HAITIEN INTERNATIONAL AIRPORT, HAITI, IN
 AB9699'THE GRASSY AREA SOUTH OF THE RUNWAY NEAR THE SOUTH END, ALONG THE
 AB9699'NORTH-SOUTH UNPAVED ACCESS ROAD.  ACCESS TO THIS STATION CAN BE
 AB9699'OBTAINED BY CONTACTING MR.  PIERRE DUPUY, OFFICE NATIONAL DE L
 AB9699'AVIATION CIVILE, P.O.  BOX 1346, PORT-AU-PRINCE, HAITI, TELEPHONE
 AB9699'(509) 46-2701.  STATION IS LOCATED 27.9 METERS (91.5 FT) SOUTHEAST OF
 AB9699'THE SOUTH EDGE OF THE RUNWAY, 33.7 METERS (110.6 FT) EAST OF THE
 AB9699'NORTHEAST CORNER OF THE RUNWAY DISPLACED THRESHOLD PAINT BAR, 11.2
 AB9699'METERS (36.7 FT) NORTHWEST OF THE CENTERLINE OF THE UNPAVED ACCESS
 AB9699'ROAD, AND 48.6 METERS (159.4 FT) NORTH NORTHEAST OF A WOODEN BLACK AND
 AB9699'WHITE PAINTED 25 MPH SIGN.  SET IN THE TOP OF A 0.55 METER (1.80 FT)
 AB9699'ROUND CONCRETE POST.  THIS STATION HAS BEEN SELECTED AS A SECONDARY
 AB9699'AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9700 ***********************************************************************
 AB9700  DESIGNATION -  MTCH C
 AB9700  PID         -  AB9700
 AB9700  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9700  COUNTRY     -  HAITI
 AB9700  USGS QUAD   -  
 AB9700
 AB9700                         *CURRENT SURVEY CONTROL
 AB9700  ______________________________________________________________________
 AB9700* NAD 83(1996) POSITION- 19 44 12.60946(N) 072 11 25.96677(W)   ADJUSTED
 AB9700* NAD 83(1996) ELLIP HT-   -29.672 (meters)        (01/06/97)   ADJUSTED
 AB9700* LMSL    ORTHO HEIGHT -     0.9   (meters)        3.    (feet) GPS OBS
 AB9700  ______________________________________________________________________
 AB9700  LMSL orthometric height was determined with geoid model       EGM96
 AB9700  GEOID HEIGHT    -        -33.524 (meters)                     EGM96
 AB9700  GEOID HEIGHT    -        -33.141 (meters)                     EGM08
 AB9700  NAD 83(1996) X  -  1,836,860.698 (meters)                     COMP
 AB9700  NAD 83(1996) Y  - -5,717,909.642 (meters)                     COMP
 AB9700  NAD 83(1996) Z  -  2,140,287.956 (meters)                     COMP
 AB9700  LAPLACE CORR    -         -4.89  (seconds)                    DCAR97
 AB9700  HORZ ORDER      -  FIRST
 AB9700  ELLP ORDER      -  FOURTH    CLASS II
 AB9700
 AB9700.The horizontal coordinates were established by GPS observations
 AB9700.and adjusted by the National Geodetic Survey in January 1997.
 AB9700
 AB9700.The orthometric height was determined by GPS observations and a
 AB9700.high-resolution geoid model.
 AB9700
 AB9700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9700
 AB9700.Click photographs - Photos may exist for this station.
 AB9700
 AB9700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9700
 AB9700.The Laplace correction was computed from DCAR97 derived deflections.
 AB9700
 AB9700.The ellipsoidal height was determined by GPS observations
 AB9700.and is referenced to NAD 83.
 AB9700
 AB9700. The following values were computed from the NAD 83(1996) position.
 AB9700
 AB9700;                    North         East     Units Scale Factor Converg.
 AB9700;UTM  18      - 2,184,799.345   794,460.553   MT  1.00067187   +0 56 58.0
 AB9700
 AB9700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9700!UTM  18      -   1.00000466  x   1.00067187  =   1.00067654
 AB9700
 AB9700:                Primary Azimuth Mark                     Grid Az
 AB9700:UTM  18      -  MTCH A                                   218 08 32.4
 AB9700
 AB9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYG9446084799(NAD 83)
 AB9700
 AB9700|---------------------------------------------------------------------|
 AB9700| PID    Reference Object                     Distance      Geod. Az  |
 AB9700|                                                           dddmmss.s |
 AB9700| AB9315 MTCH A                              APPROX. 0.6 KM 2190530.4 |
 AB9700|---------------------------------------------------------------------|
 AB9700
 AB9700                          SUPERSEDED SURVEY CONTROL
 AB9700
 AB9700.No superseded survey control is available for this station.
 AB9700
 AB9700_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9700_STAMPING: MTCH C 1996
 AB9700_MARK LOGO: NGS
 AB9700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9700+STABILITY: SURFACE MOTION
 AB9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9700+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9700
 AB9700  HISTORY     - Date     Condition        Report By
 AB9700  HISTORY     - 1996     MONUMENTED       NGS
 AB9700
 AB9700                          STATION DESCRIPTION
 AB9700
 AB9700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9700'STATION IS LOCATED AT THE CAP HAITIEN INTERNATIONAL AIRPORT, HAITI, IN
 AB9700'THE GRASSY AREA SOUTH OF THE RUNWAY NEAR THE NORTH END, ALONG THE
 AB9700'NORTH-SOUTH UNPAVED ACCESS ROAD.  ACCESS TO THIS STATION CAN BE
 AB9700'OBTAINED BY CONTACTING MR.  PIERRE DUPUY, OFFICE NATIONAL DE L
 AB9700'AVIATION CIVILE, P.O.  BOX 1346, PORT-AU-PRINCE, HAITI, TELEPHONE
 AB9700'(509) 46-2701.  STATION IS LOCATED 32.1 METERS (105.3 FT) SOUTHEAST OF
 AB9700'THE SOUTH EDGE OF THE RUNWAY, 8.0 METERS (26.2 FT) NORTHWEST OF THE
 AB9700'CENTERLINE OF THE UNPAVED ACCESS ROAD.  SET IN THE TOP OF A 0.47 METER
 AB9700'(1.54 FT) ROUND CONCRETE POST.  THIS STATION HAS BEEN SELECTED AS A
 AB9700'SECONDARY AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9283 ***********************************************************************
 AB9283  DESIGNATION -  MTPP A
 AB9283  PID         -  AB9283
 AB9283  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9283  COUNTRY     -  HAITI
 AB9283  USGS QUAD   -  
 AB9283
 AB9283                         *CURRENT SURVEY CONTROL
 AB9283  ______________________________________________________________________
 AB9283* NAD 83(2011) POSITION- 18 34 50.00546(N) 072 17 40.60337(W)   ADJUSTED
 AB9283* NAD 83(2011) ELLIP HT-     2.272 (meters)        (06/27/12)   ADJUSTED
 AB9283* NAD 83(2011) EPOCH   -  2010.00
 AB9283* LMSL    ORTHO HEIGHT -    25.4   (meters)       83.    (feet) GPS OBS
 AB9283  ______________________________________________________________________
 AB9283  LMSL orthometric height was determined with geoid model       EGM96
 AB9283  GEOID HEIGHT    -        -25.996 (meters)                     EGM96
 AB9283  GEOID HEIGHT    -        -25.903 (meters)                     EGM08
 AB9283  NAD 83(2011) X  -  1,839,256.066 (meters)                     COMP
 AB9283  NAD 83(2011) Y  - -5,761,280.330 (meters)                     COMP
 AB9283  NAD 83(2011) Z  -  2,019,396.752 (meters)                     COMP
 AB9283  LAPLACE CORR    -         -1.65  (seconds)                    DCAR97
 AB9283
 AB9283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9283  Standards:
 AB9283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9283  -------------------------------------------------------------------
 AB9283  NETWORK    6.63   3.19           0.55   3.37   1.63     -0.36183113
 AB9283  -------------------------------------------------------------------
 AB9283  Click here for local accuracies and other accuracy information.
 AB9283
 AB9283.The horizontal coordinates were established by GPS observations
 AB9283.and adjusted by the National Geodetic Survey in June 2012.
 AB9283
 AB9283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9283.been affixed to the stable North American tectonic plate. See 
 AB9283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9283
 AB9283.The horizontal coordinates are valid at the epoch date displayed above
 AB9283.which is a decimal equivalence of Year/Month/Day.
 AB9283
 AB9283.The orthometric height was determined by GPS observations and a
 AB9283.high-resolution geoid model.
 AB9283
 AB9283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9283
 AB9283.Click photographs - Photos may exist for this station.
 AB9283
 AB9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9283
 AB9283.The Laplace correction was computed from DCAR97 derived deflections.
 AB9283
 AB9283.The ellipsoidal height was determined by GPS observations
 AB9283.and is referenced to NAD 83.
 AB9283
 AB9283. The following values were computed from the NAD 83(2011) position.
 AB9283
 AB9283;                    North         East     Units Scale Factor Converg.
 AB9283;UTM  18      - 2,056,567.173   785,532.772   MT  1.00060802   +0 51 45.5
 AB9283
 AB9283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9283!UTM  18      -   0.99999964  x   1.00060802  =   1.00060766
 AB9283
 AB9283:                Primary Azimuth Mark                     Grid Az
 AB9283:UTM  18      -  MTPP B                                   085 59 20.8
 AB9283
 AB9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYF8553256567(NAD 83)
 AB9283
 AB9283|---------------------------------------------------------------------|
 AB9283| PID    Reference Object                     Distance      Geod. Az  |
 AB9283|                                                           dddmmss.s |
 AB9283| AB9692 MTPP B                              APPROX. 1.4 KM 0865106.3 |
 AB9283| AB9693 MTPP C                              APPROX. 0.7 KM 2694900.8 |
 AB9283|---------------------------------------------------------------------|
 AB9283
 AB9283                          SUPERSEDED SURVEY CONTROL
 AB9283
 AB9283  NAD 83(2007)-  18 34 50.00482(N)    072 17 40.60951(W) AD(2002.00) 0
 AB9283  ELLIP H (02/10/07)    2.303  (m)                       GP(2002.00)    
 AB9283  NAD 83(1996)-  18 34 50.00467(N)    072 17 40.60988(W) AD(       ) A
 AB9283  ELLIP H (12/09/96)    2.313  (m)                       GP(       ) 1 1
 AB9283
 AB9283.Superseded values are not recommended for survey control.
 AB9283
 AB9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9283.See file dsdata.pdf to determine how the superseded data were derived.
 AB9283
 AB9283_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9283_STAMPING: MTPP A 1996
 AB9283_MARK LOGO: NGS
 AB9283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9283+STABILITY: SURFACE MOTION
 AB9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9283+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1996
 AB9283
 AB9283  HISTORY     - Date     Condition        Report By
 AB9283  HISTORY     - 1996     MONUMENTED       NGS
 AB9283  HISTORY     - 19960412 GOOD             NGS
 AB9283
 AB9283                          STATION DESCRIPTION
 AB9283
 AB9283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9283'STATION IS LOCATED AT THE PORT-AU-PRINCE INTERNATIONAL AIRPORT, HAITI,
 AB9283'IN THE GRASSY AREA ON THE NORTH SIDE OF THE RUNWAY, DIRECTLY OPPOSITE
 AB9283'THE CONTROL TOWER, AND IN LINE WITH THE EAST EDGE OF THE NORTH-SOUTH
 AB9283'TAXIWAY BETWEEN THE RUNWAY AND THE AIRCRAFT PARKING AREA.  ACCESS TO
 AB9283'THIS STATION CAN BE OBTAINED BY CONTACTING MR.  PIERRE DUPUY, OFFICE
 AB9283'NATIONAL DE L AVIATION CIVILLE, P.O.  BOX 1346, PORT-AU-PRINCE, HAITI,
 AB9283'TELEPHONE (509) 46-2701.  STATION IS 37.5 M (123.0 FT) NORTH OF THE
 AB9283'NORTH EDGE OF THE PAVEMENT OF THE RUNWAY, AND SET IN THE TOP OF A 0.6
 AB9283'METER (2.0 FT) ROUND CONCRETE POST.  IS STATION HAS BEEN SELECTED AS
 AB9283'THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AB9283
 AB9283                          STATION RECOVERY (1996)
 AB9283
 AB9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 12 APR 1996 (AJL) .
 AB9283'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9692 ***********************************************************************
 AB9692  DESIGNATION -  MTPP B
 AB9692  PID         -  AB9692
 AB9692  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9692  COUNTRY     -  HAITI
 AB9692  USGS QUAD   -  
 AB9692
 AB9692                         *CURRENT SURVEY CONTROL
 AB9692  ______________________________________________________________________
 AB9692* NAD 83(1996) POSITION- 18 34 52.52954(N) 072 16 52.44817(W)   ADJUSTED
 AB9692* NAD 83(1996) ELLIP HT-    10.583 (meters)        (01/06/97)   ADJUSTED
 AB9692* LMSL    ORTHO HEIGHT -    33.6   (meters)      110.    (feet) GPS OBS
 AB9692  ______________________________________________________________________
 AB9692  LMSL orthometric height was determined with geoid model       EGM96
 AB9692  GEOID HEIGHT    -        -26.016 (meters)                     EGM96
 AB9692  GEOID HEIGHT    -        -25.933 (meters)                     EGM08
 AB9692  NAD 83(1996) X  -  1,840,595.933 (meters)                     COMP
 AB9692  NAD 83(1996) Y  - -5,760,834.723 (meters)                     COMP
 AB9692  NAD 83(1996) Z  -  2,019,472.962 (meters)                     COMP
 AB9692  LAPLACE CORR    -         -1.75  (seconds)                    DCAR97
 AB9692  HORZ ORDER      -  FIRST
 AB9692  ELLP ORDER      -  FIFTH     CLASS I
 AB9692
 AB9692.The horizontal coordinates were established by GPS observations
 AB9692.and adjusted by the National Geodetic Survey in January 1997.
 AB9692
 AB9692.The orthometric height was determined by GPS observations and a
 AB9692.high-resolution geoid model.
 AB9692
 AB9692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9692
 AB9692.Click photographs - Photos may exist for this station.
 AB9692
 AB9692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9692
 AB9692.The Laplace correction was computed from DCAR97 derived deflections.
 AB9692
 AB9692.The ellipsoidal height was determined by GPS observations
 AB9692.and is referenced to NAD 83.
 AB9692
 AB9692. The following values were computed from the NAD 83(1996) position.
 AB9692
 AB9692;                    North         East     Units Scale Factor Converg.
 AB9692;UTM  18      - 2,056,666.141   786,944.226   MT  1.00061801   +0 52 00.9
 AB9692
 AB9692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9692!UTM  18      -   0.99999834  x   1.00061801  =   1.00061635
 AB9692
 AB9692:                Primary Azimuth Mark                     Grid Az
 AB9692:UTM  18      -  MTPP A                                   265 59 20.8
 AB9692
 AB9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYF8694456666(NAD 83)
 AB9692
 AB9692|---------------------------------------------------------------------|
 AB9692| PID    Reference Object                     Distance      Geod. Az  |
 AB9692|                                                           dddmmss.s |
 AB9692| AB9283 MTPP A                              APPROX. 1.4 KM 2665121.7 |
 AB9692|---------------------------------------------------------------------|
 AB9692
 AB9692                          SUPERSEDED SURVEY CONTROL
 AB9692
 AB9692.No superseded survey control is available for this station.
 AB9692
 AB9692_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9692_STAMPING: MTPP B 1996
 AB9692_MARK LOGO: NGS
 AB9692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9692+STABILITY: SURFACE MOTION
 AB9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9692+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9692
 AB9692  HISTORY     - Date     Condition        Report By
 AB9692  HISTORY     - 1996     MONUMENTED       NGS
 AB9692
 AB9692                          STATION DESCRIPTION
 AB9692
 AB9692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9692'THE STATION IS AT THE PORT-AU-PRINCE INTERNATIONAL AIRPORT, HAITI, IN
 AB9692'THE GRASSY AREA ON THE NORTH SIDE OF THE RUNWAY, ABOUT 1.5 KM (0.95
 AB9692'MI) EAST OF THE INTERSECTION OF THE RUNWAY AND THE NORTH-SOUTH TAXIWAY
 AB9692'LEADING TO THE TERMINAL.  ACCESS TO THIS STATION CAN BE OBTAINED BY
 AB9692'CONTACTING MR PIERRE DUPUY, OFFICE NATIONAL DE L AVIATION CIVILE, P.O.
 AB9692'BOX 1346, PORT-AU-PRINCE, HAITI, PHONE (509) 42-2701. THE STATION IS
 AB9692'LOCATED 41.2 M (135.2 FT) NORTH OF THE NORTH EDGE OF THE ASPHALT
 AB9692'RUNWAY, AND IS FLUSH WITH THE GROUND.  THE STATION IS A HORIZONTAL
 AB9692'CONTROL DISK SET IN A 0.9 M (3.0 FT) DIA ROUND CONCRETE MONUMENT.
 AB9692'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:19:20 EDT
 AB9693 ***********************************************************************
 AB9693  DESIGNATION -  MTPP C
 AB9693  PID         -  AB9693
 AB9693  STATE/COUNTY-  HA/DEPARTMENT OF HAITI
 AB9693  COUNTRY     -  HAITI
 AB9693  USGS QUAD   -  
 AB9693
 AB9693                         *CURRENT SURVEY CONTROL
 AB9693  ______________________________________________________________________
 AB9693* NAD 83(1996) POSITION- 18 34 49.92934(N) 072 18 05.43107(W)   ADJUSTED
 AB9693* NAD 83(1996) ELLIP HT-     1.516 (meters)        (01/06/97)   ADJUSTED
 AB9693* LMSL    ORTHO HEIGHT -    24.5   (meters)       80.    (feet) GPS OBS
 AB9693  ______________________________________________________________________
 AB9693  LMSL orthometric height was determined with geoid model       EGM96
 AB9693  GEOID HEIGHT    -        -25.985 (meters)                     EGM96
 AB9693  GEOID HEIGHT    -        -25.891 (meters)                     EGM08
 AB9693  NAD 83(1996) X  -  1,838,562.588 (meters)                     COMP
 AB9693  NAD 83(1996) Y  - -5,761,501.704 (meters)                     COMP
 AB9693  NAD 83(1996) Z  -  2,019,394.293 (meters)                     COMP
 AB9693  LAPLACE CORR    -         -1.62  (seconds)                    DCAR97
 AB9693  HORZ ORDER      -  FIRST
 AB9693  ELLP ORDER      -  FIFTH     CLASS I
 AB9693
 AB9693.The horizontal coordinates were established by GPS observations
 AB9693.and adjusted by the National Geodetic Survey in January 1997.
 AB9693
 AB9693.The orthometric height was determined by GPS observations and a
 AB9693.high-resolution geoid model.
 AB9693
 AB9693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9693
 AB9693.Click photographs - Photos may exist for this station.
 AB9693
 AB9693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9693
 AB9693.The Laplace correction was computed from DCAR97 derived deflections.
 AB9693
 AB9693.The ellipsoidal height was determined by GPS observations
 AB9693.and is referenced to NAD 83.
 AB9693
 AB9693. The following values were computed from the NAD 83(1996) position.
 AB9693
 AB9693;                    North         East     Units Scale Factor Converg.
 AB9693;UTM  18      - 2,056,553.879   784,804.494   MT  1.00060288   +0 51 37.5
 AB9693
 AB9693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9693!UTM  18      -   0.99999976  x   1.00060288  =   1.00060264
 AB9693
 AB9693:                Primary Azimuth Mark                     Grid Az
 AB9693:UTM  18      -  MTPP A                                   088 57 15.4
 AB9693
 AB9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18QYF8480456553(NAD 83)
 AB9693
 AB9693|---------------------------------------------------------------------|
 AB9693| PID    Reference Object                     Distance      Geod. Az  |
 AB9693|                                                           dddmmss.s |
 AB9693| AB9283 MTPP A                              APPROX. 0.7 KM 0894852.9 |
 AB9693|---------------------------------------------------------------------|
 AB9693
 AB9693                          SUPERSEDED SURVEY CONTROL
 AB9693
 AB9693.No superseded survey control is available for this station.
 AB9693
 AB9693_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9693_SETTING: 66 = SET IN ROCK OUTCROP
 AB9693_STAMPING: MTPP C 1996
 AB9693_MARK LOGO: NGS
 AB9693_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9693+STABILITY: POSITION/ELEVATION WELL
 AB9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9693+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9693
 AB9693  HISTORY     - Date     Condition        Report By
 AB9693  HISTORY     - 1996     MONUMENTED       NGS
 AB9693
 AB9693                          STATION DESCRIPTION
 AB9693
 AB9693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9693'THE STATION IS AT THE PORT-AU-PRINCE INTERNATIONAL AIRPORT, HAITI, IN
 AB9693'THE GRASSY AREA ON THE NORTH SIDE OF THE RUNWAY, ABOUT 0.8 KM (0.50
 AB9693'MI) WEST OF THE INTERSECTION OF THE RUNWAY AND THE NORTH-SOUTH TAXIWAY
 AB9693'LEADING TO THE TERMINAL AND CONTROL TOWER.  ACCESS TO THIS STATION CAN
 AB9693'BE OBTAINED BY CONTACTING MR PIERRE DUPUY, OFFICE NATIONAL DE L
 AB9693'AVIATION CIVILE, P.O.  BOX 1346, PORT-AU-PRINCE, HAITI, PHONE (509)
 AB9693'42-2701.  THE STATION IS LOCATED 52 M (170.6 FT) EAST OF A WINDSOCK,
 AB9693'AND IS SLIGHTLY RECESSED INTO A ROCK OUTCROP.  THE STATION IS A
 AB9693'HORIZONTAL CONTROL DISK SET IN A 0.4 M (1.3 FT) BY 0.3 M (1.0 FT) ROCK
 AB9693'OUTCROP.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .

 *** retrieval complete.
