














                                  SURVEY CONTROL DATA
                                
                             STATE=DR
                             [MAY 10, 2024 21:20:2]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9274 ***********************************************************************
 AB9274  DESIGNATION -  7+50
 AB9274  PID         -  AB9274
 AB9274  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9274  COUNTRY     -  DOMINICAN REPUBLIC
 AB9274  USGS QUAD   -  
 AB9274
 AB9274                         *CURRENT SURVEY CONTROL
 AB9274  ______________________________________________________________________
 AB9274* NAD 83(2011) POSITION- 18 25 06.25816(N) 068 57 39.16413(W)   NO CHECK
 AB9274* NAD 83(2011) ELLIP HT-   -33.939 (meters)        (06/27/12)   NO CHECK
 AB9274* NAD 83(2011) EPOCH   -  2010.00
 AB9274* LMSL    ORTHO HEIGHT -     3.    (meters)       10.    (feet) GPS OBS
 AB9274  ______________________________________________________________________
 AB9274  LMSL orthometric height was determined with geoid model       EGM96
 AB9274  GEOID HEIGHT    -        -39.314 (meters)                     EGM96
 AB9274  GEOID HEIGHT    -        -40.317 (meters)                     EGM08
 AB9274  NAD 83(2011) X  -  2,173,204.519 (meters)                     COMP
 AB9274  NAD 83(2011) Y  - -5,649,857.894 (meters)                     COMP
 AB9274  NAD 83(2011) Z  -  2,002,364.761 (meters)                     COMP
 AB9274  LAPLACE CORR    -         -2.65  (seconds)                    DCAR97
 AB9274
 AB9274  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9274  Standards:
 AB9274         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9274            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9274  -------------------------------------------------------------------
 AB9274  NETWORK   11.26   6.47           1.34   5.70   3.30     -0.23524510
 AB9274  -------------------------------------------------------------------
 AB9274  Click here for local accuracies and other accuracy information.
 AB9274
 AB9274.The horizontal coordinates were established by GPS observations
 AB9274.and adjusted by the National Geodetic Survey in June 2012.
 AB9274
 AB9274.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9274.been affixed to the stable North American tectonic plate. See 
 AB9274.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9274
 AB9274.The horizontal coordinates are valid at the epoch date displayed above
 AB9274.which is a decimal equivalence of Year/Month/Day.
 AB9274
 AB9274.No horizontal observational check was made to the station.
 AB9274
 AB9274.The orthometric height was determined by GPS observations and a
 AB9274.high-resolution geoid model.
 AB9274
 AB9274.No vertical observational check was made to the station.
 AB9274
 AB9274.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9274
 AB9274.Click photographs - Photos may exist for this station.
 AB9274
 AB9274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9274
 AB9274.The Laplace correction was computed from DCAR97 derived deflections.
 AB9274
 AB9274.The ellipsoidal height was determined by GPS observations
 AB9274.and is referenced to NAD 83.
 AB9274
 AB9274. The following values were computed from the NAD 83(2011) position.
 AB9274
 AB9274;                    North         East     Units Scale Factor Converg.
 AB9274;UTM  19      - 2,036,477.702   504,131.583   MT  0.99960021   +0 00 44.5
 AB9274
 AB9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9274!UTM  19      -   1.00000534  x   0.99960021  =   0.99960554
 AB9274
 AB9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0413136477(NAD 83)
 AB9274
 AB9274                          SUPERSEDED SURVEY CONTROL
 AB9274
 AB9274  NAD 83(2007)-  18 25 06.25827(N)    068 57 39.16947(W) AD(2002.00) 0
 AB9274  ELLIP H (02/10/07)  -33.951  (m)                       GP(2002.00)    
 AB9274  NAD 83(1996)-  18 25 06.25741(N)    068 57 39.17088(W) AD(       ) 1
 AB9274  ELLIP H (12/09/96)  -33.911  (m)                       GP(       ) 1 1
 AB9274
 AB9274.Superseded values are not recommended for survey control.
 AB9274
 AB9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9274.See file dsdata.pdf to determine how the superseded data were derived.
 AB9274
 AB9274_MARKER: B = BOLT
 AB9274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9274_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9274+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1996
 AB9274
 AB9274  HISTORY     - Date     Condition        Report By
 AB9274  HISTORY     - 1957     MONUMENTED       MCIDR
 AB9274  HISTORY     - 19960323 GOOD             NGS
 AB9274
 AB9274                          STATION DESCRIPTION
 AB9274
 AB9274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9274'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF THE ISLAND OF
 AB9274'DOMINICAN REPUBLIC, NEAR LA ROMANA, SOUTHEAST OF AND ACROSS THE ROAD
 AB9274'FROM THE COMMANDANTE OF THE NAVY OFFICE AT LA ROMANA PORT.
 AB9274'OWNERSHIP--STATE OF DOMINICAN REPUBLIC.  NOTE--THIS STATION IS A BENCH
 AB9274'MARK.  LOCATED 8.1 M (26.6 FT) NORTH OF THE NORTH SIDE OF THE SOUTH
 AB9274'PIER WALL, 3.8 M (12.5 FT) EAST OF A STONE WALL ON THE EAST SIDE OF
 AB9274'THE ROAD IN FRONT OF THE OFFICE, AND THE MONUMENT IS ABOUT 2.0 M (6.6
 AB9274'FT) BELOW THE LEVEL OF THE ROAD AND PROJECTING 7-CM ABOVE THE ROCK
 AB9274'SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9546 ***********************************************************************
 AB9546  DESIGNATION -  AS6D IGU
 AB9546  PID         -  AB9546
 AB9546  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9546  COUNTRY     -  DOMINICAN REPUBLIC
 AB9546  USGS QUAD   -  
 AB9546
 AB9546                         *CURRENT SURVEY CONTROL
 AB9546  ______________________________________________________________________
 AB9546* NAD 83(1996) POSITION- 18 26 38.54378(N) 069 40 26.11490(W)   ADJUSTED
 AB9546* NAD 83(1996) ELLIP HT-   -22.965 (meters)        (01/02/97)   ADJUSTED
 AB9546* LMSL    ORTHO HEIGHT -    11.0   (meters)       36.    (feet) GPS OBS
 AB9546  ______________________________________________________________________
 AB9546  LMSL orthometric height was determined with geoid model       EGM96
 AB9546  GEOID HEIGHT    -        -36.939 (meters)                     EGM96
 AB9546  GEOID HEIGHT    -        -36.884 (meters)                     EGM08
 AB9546  NAD 83(1996) X  -  2,102,417.972 (meters)                     COMP
 AB9546  NAD 83(1996) Y  - -5,675,633.597 (meters)                     COMP
 AB9546  NAD 83(1996) Z  -  2,005,060.078 (meters)                     COMP
 AB9546  LAPLACE CORR    -         -3.33  (seconds)                    DCAR97
 AB9546  HORZ ORDER      -  THIRD
 AB9546  ELLP ORDER      -  FOURTH    CLASS II
 AB9546
 AB9546.The horizontal coordinates were established by GPS observations
 AB9546.and adjusted by the National Geodetic Survey in January 1997.
 AB9546
 AB9546.The orthometric height was determined by GPS observations and a
 AB9546.high-resolution geoid model.
 AB9546
 AB9546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9546
 AB9546.Click photographs - Photos may exist for this station.
 AB9546
 AB9546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9546
 AB9546.The Laplace correction was computed from DCAR97 derived deflections.
 AB9546
 AB9546.The ellipsoidal height was determined by GPS observations
 AB9546.and is referenced to NAD 83.
 AB9546
 AB9546. The following values were computed from the NAD 83(1996) position.
 AB9546
 AB9546;                    North         East     Units Scale Factor Converg.
 AB9546;UTM  19      - 2,039,445.943   428,836.349   MT  0.99966261   -0 12 47.6
 AB9546
 AB9546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9546!UTM  19      -   1.00000361  x   0.99966261  =   0.99966622
 AB9546
 AB9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2883639445(NAD 83)
 AB9546
 AB9546                          SUPERSEDED SURVEY CONTROL
 AB9546
 AB9546.No superseded survey control is available for this station.
 AB9546
 AB9546_MARKER: DB = BENCH MARK DISK
 AB9546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB9546_SP_SET: RUNWAY
 AB9546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9546+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1996
 AB9546
 AB9546  HISTORY     - Date     Condition        Report By
 AB9546  HISTORY     - 1972     MONUMENTED       IAGS
 AB9546  HISTORY     - 19960321 GOOD             NGS
 AB9546
 AB9546                          STATION DESCRIPTION
 AB9546
 AB9546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9546'THE STATION IS LOCATED NEAR THE SOUTH-SOUTHEAST SIDE OF THE ISLAND OF
 AB9546'DOMINICAN REPUBLIC, NEAR SANTO DOMINGO, AT THE DE LAS AMERICAS
 AB9546'INTERNATIONAL AIRPORT.  OWNERSHIP--DOMINICAN REPUBLIC AIRPORT
 AB9546'AUTHORITY, DEPARTMENT DE REGULACIONES AERONAUTICAS, AEROPORT
 AB9546'INTERNATIONAL LAS AMERICAS, SANTO DOMINGO, REPUBLIC DOMINICONA.  HEAD
 AB9546'OF AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ LEGURA, PHONE
 AB9546'809-542-1060 OR 542-0189.  FAX 809-549-0283.  NOTE--CONTACT HEAD OF
 AB9546'AIRPORT OPERATIONS COLONEL NAMUEL E.  MENDEZ LEGURA ON ARRIVAL,
 AB9546'(ESCORT REQUIRED) .  NOTE--COLONEL LEGURA IS THE HEAD OF AIRPORT
 AB9546'OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) .  THE
 AB9546'STATION IS A BENCHMARK DISK FROM GEODESICO INTER-AMERICANO STAMPED
 AB9546'AS6D IGU 1972.  IT IS ACROSS FROM TAXIWAY E1 IN THE SOUTHWEST CORNER
 AB9546'OF RUNWAY 17-35.  NOTE--NO MEASUREMENTS ARE AVAILABLE, ALL INFORMATION
 AB9546'IS BASED ON A RUNWAY END DIAGRAM.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9547 ***********************************************************************
 AB9547  DESIGNATION -  AS6F IGU
 AB9547  PID         -  AB9547
 AB9547  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9547  COUNTRY     -  DOMINICAN REPUBLIC
 AB9547  USGS QUAD   -  
 AB9547
 AB9547                         *CURRENT SURVEY CONTROL
 AB9547  ______________________________________________________________________
 AB9547* NAD 83(1996) POSITION- 18 24 55.59599(N) 069 39 48.30338(W)   ADJUSTED
 AB9547* NAD 83(1996) ELLIP HT-   -17.500 (meters)        (01/02/97)   ADJUSTED
 AB9547* LMSL    ORTHO HEIGHT -    16.7   (meters)       55.    (feet) GPS OBS
 AB9547  ______________________________________________________________________
 AB9547  LMSL orthometric height was determined with geoid model       EGM96
 AB9547  GEOID HEIGHT    -        -37.131 (meters)                     EGM96
 AB9547  GEOID HEIGHT    -        -37.153 (meters)                     EGM08
 AB9547  NAD 83(1996) X  -  2,103,807.932 (meters)                     COMP
 AB9547  NAD 83(1996) Y  - -5,676,191.240 (meters)                     COMP
 AB9547  NAD 83(1996) Z  -  2,002,058.928 (meters)                     COMP
 AB9547  LAPLACE CORR    -         -3.16  (seconds)                    DCAR97
 AB9547  HORZ ORDER      -  THIRD
 AB9547  ELLP ORDER      -  FOURTH    CLASS II
 AB9547
 AB9547.The horizontal coordinates were established by GPS observations
 AB9547.and adjusted by the National Geodetic Survey in January 1997.
 AB9547
 AB9547.The orthometric height was determined by GPS observations and a
 AB9547.high-resolution geoid model.
 AB9547
 AB9547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9547
 AB9547.Click photographs - Photos may exist for this station.
 AB9547
 AB9547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9547
 AB9547.The Laplace correction was computed from DCAR97 derived deflections.
 AB9547
 AB9547.The ellipsoidal height was determined by GPS observations
 AB9547.and is referenced to NAD 83.
 AB9547
 AB9547. The following values were computed from the NAD 83(1996) position.
 AB9547
 AB9547;                    North         East     Units Scale Factor Converg.
 AB9547;UTM  19      - 2,036,277.718   429,933.907   MT  0.99966069   -0 12 34.5
 AB9547
 AB9547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9547!UTM  19      -   1.00000275  x   0.99966069  =   0.99966344
 AB9547
 AB9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2993336277(NAD 83)
 AB9547
 AB9547                          SUPERSEDED SURVEY CONTROL
 AB9547
 AB9547.No superseded survey control is available for this station.
 AB9547
 AB9547_MARKER: DB = BENCH MARK DISK
 AB9547_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB9547_SP_SET: RUNWAY
 AB9547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9547+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1996
 AB9547
 AB9547  HISTORY     - Date     Condition        Report By
 AB9547  HISTORY     - 1972     MONUMENTED       IAGS
 AB9547  HISTORY     - 19960321 GOOD             NGS
 AB9547
 AB9547                          STATION DESCRIPTION
 AB9547
 AB9547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9547'THE STATION IS LOCATED NEAR THE SOUTH-SOUTHEAST SIDE OF THE ISLAND OF
 AB9547'DOMINICAN REPUBLIC, NEAR SANTO DOMINGO, AT THE DE LAS AMERICAS
 AB9547'INTERNATIONAL AIRPORT.  OWNERSHIP--DOMINICAN REPUBLIC AIRPORT
 AB9547'AUTHORITY, DEPARTMENT DE REGULACIONES AERONAUTICAS, AEROPORT
 AB9547'INTERNATIONAL LAS AMERICAS, SANTO DOMINGO, REPUBLIC DOMINICONA.  HEAD
 AB9547'OF AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ LEGURA, PHONE
 AB9547'809-542-1060 OR 542-0189.  FAX 809-549-0283.  NOTE--CONTACT HEAD OF
 AB9547'AIRPORT OPERATIONS COLONEL NAMUEL E.  MENDEZ LEGURA ON ARRIVAL,
 AB9547'(ESCORT REQUIRED) .  NOTE--COLONEL LEGURA IS THE HEAD OF AIRPORT
 AB9547'OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) .  THE
 AB9547'STATION IS A BENCHMARK DISK FROM GEODESICO INTER-AMERICANO STAMPED
 AB9547'AS6D IGU 1972.  IT IS ACROSS FROM TAXIWAY E8 AND IN THE NORTHWEST
 AB9547'CORNER OF RUNWAY 17-35.  NOTE--NO MEASUREMENTS ARE AVAILABLE, ALL
 AB9547'INFORMATION IS BASED ON A RUNWAY END DIAGRAM.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9278 ***********************************************************************
 AB9278  DESIGNATION -  MALECON
 AB9278  PID         -  AB9278
 AB9278  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9278  COUNTRY     -  DOMINICAN REPUBLIC
 AB9278  USGS QUAD   -  
 AB9278
 AB9278                         *CURRENT SURVEY CONTROL
 AB9278  ______________________________________________________________________
 AB9278* NAD 83(2011) POSITION- 19 48 19.56016(N) 070 41 45.54668(W)   NO CHECK
 AB9278* NAD 83(2011) ELLIP HT-   -35.427 (meters)        (06/27/12)   NO CHECK
 AB9278* NAD 83(2011) EPOCH   -  2010.00
 AB9278* LMSL    ORTHO HEIGHT -     4.    (meters)       13.    (feet) GPS OBS
 AB9278  ______________________________________________________________________
 AB9278  LMSL orthometric height was determined with geoid model       EGM96
 AB9278  GEOID HEIGHT    -        -42.023 (meters)                     EGM96
 AB9278  GEOID HEIGHT    -        -41.592 (meters)                     EGM08
 AB9278  NAD 83(2011) X  -  1,984,519.684 (meters)                     COMP
 AB9278  NAD 83(2011) Y  - -5,665,625.940 (meters)                     COMP
 AB9278  NAD 83(2011) Z  -  2,147,432.159 (meters)                     COMP
 AB9278  LAPLACE CORR    -         -6.07  (seconds)                    DCAR97
 AB9278
 AB9278  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9278  Standards:
 AB9278         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9278            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9278  -------------------------------------------------------------------
 AB9278  NETWORK   25.09  11.33           1.84  12.77   5.78     -0.02111259
 AB9278  -------------------------------------------------------------------
 AB9278  Click here for local accuracies and other accuracy information.
 AB9278
 AB9278.The horizontal coordinates were established by GPS observations
 AB9278.and adjusted by the National Geodetic Survey in June 2012.
 AB9278
 AB9278.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9278.been affixed to the stable North American tectonic plate. See 
 AB9278.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9278
 AB9278.The horizontal coordinates are valid at the epoch date displayed above
 AB9278.which is a decimal equivalence of Year/Month/Day.
 AB9278
 AB9278.No horizontal observational check was made to the station.
 AB9278
 AB9278.The orthometric height was determined by GPS observations and a
 AB9278.high-resolution geoid model.
 AB9278
 AB9278.No vertical observational check was made to the station.
 AB9278
 AB9278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9278
 AB9278.Click photographs - Photos may exist for this station.
 AB9278
 AB9278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9278
 AB9278.The Laplace correction was computed from DCAR97 derived deflections.
 AB9278
 AB9278.The ellipsoidal height was determined by GPS observations
 AB9278.and is referenced to NAD 83.
 AB9278
 AB9278. The following values were computed from the NAD 83(2011) position.
 AB9278
 AB9278;                    North         East     Units Scale Factor Converg.
 AB9278;UTM  19      - 2,190,841.829   322,354.004   MT  0.99999007   -0 34 29.3
 AB9278
 AB9278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9278!UTM  19      -   1.00000557  x   0.99999007  =   0.99999564
 AB9278
 AB9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB2235490841(NAD 83)
 AB9278
 AB9278                          SUPERSEDED SURVEY CONTROL
 AB9278
 AB9278  NAD 83(2007)-  19 48 19.55911(N)    070 41 45.55177(W) AD(2002.00) 0
 AB9278  ELLIP H (02/10/07)  -35.426  (m)                       GP(2002.00)    
 AB9278  NAD 83(1996)-  19 48 19.55770(N)    070 41 45.55688(W) AD(       ) 1
 AB9278  ELLIP H (12/09/96)  -35.363  (m)                       GP(       ) 1 1
 AB9278
 AB9278.Superseded values are not recommended for survey control.
 AB9278
 AB9278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9278.See file dsdata.pdf to determine how the superseded data were derived.
 AB9278
 AB9278_MARKER: B = BOLT
 AB9278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9278+STABILITY: SURFACE MOTION
 AB9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9278+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1996
 AB9278
 AB9278  HISTORY     - Date     Condition        Report By
 AB9278  HISTORY     - 1993     MONUMENTED       MCIDR
 AB9278  HISTORY     - 19960326 GOOD             NGS
 AB9278
 AB9278                          STATION DESCRIPTION
 AB9278
 AB9278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9278'THE STATION IS LOCATED NEAR THE NORTH SIDE OF THE ISLAND OF DOMINICAN
 AB9278'REPUBLIC, NEAR PUERTO PLATA, AT THE PUERTO PLATA PORT.  NEAR AND NORTH
 AB9278'OF THE OLD FORT AT PUERTO PLATA PORT, ON THE NORTH POINT OF THE PORT,
 AB9278'(MALECON) , NORTH OF AND OUTSIDE OF THE STONE RAILING, THE STATION IS
 AB9278'A ROUND CONCRETE MONUMENT AND THE DISK HAS BEEN REMOVED, THE STEM OF
 AB9278'THE DISK IS STILL IN GOOD CONDITION BUT NEEDS A DATUM POINT.
 AB9278'OWNERSHIP--PUERTO PLATA PORT AUTHORITY.  NOTE--THIS STATION IS A TIDAL
 AB9278'BENCH MARK.  LOCATED 4.0 M (13.1 FT) NORTH OF A STONE WALKWAYS NORTH
 AB9278'EDGE ON THE NORTHERN MOST POINT NORTH OF THE OLD FORT, AND THE STATION
 AB9278'IS ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE WALKWAY AND FLUSH WITH
 AB9278'THE GROUND SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9272 ***********************************************************************
 AB9272  DESIGNATION -  MDLR A
 AB9272  PID         -  AB9272
 AB9272  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9272  COUNTRY     -  DOMINICAN REPUBLIC
 AB9272  USGS QUAD   -  
 AB9272
 AB9272                         *CURRENT SURVEY CONTROL
 AB9272  ______________________________________________________________________
 AB9272* NAD 83(2011) POSITION- 18 24 53.40782(N) 068 57 06.64644(W)   ADJUSTED
 AB9272* NAD 83(2011) ELLIP HT-   -31.081 (meters)        (06/27/12)   ADJUSTED
 AB9272* NAD 83(2011) EPOCH   -  2010.00
 AB9272* LMSL    ORTHO HEIGHT -     5.7   (meters)       19.    (feet) GPS OBS
 AB9272  ______________________________________________________________________
 AB9272  LMSL orthometric height was determined with geoid model       EGM96
 AB9272  GEOID HEIGHT    -        -39.348 (meters)                     EGM96
 AB9272  GEOID HEIGHT    -        -40.362 (meters)                     EGM08
 AB9272  NAD 83(2011) X  -  2,174,140.997 (meters)                     COMP
 AB9272  NAD 83(2011) Y  - -5,649,634.239 (meters)                     COMP
 AB9272  NAD 83(2011) Z  -  2,001,990.806 (meters)                     COMP
 AB9272  LAPLACE CORR    -         -2.50  (seconds)                    DCAR97
 AB9272
 AB9272  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9272  Standards:
 AB9272         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9272            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9272  -------------------------------------------------------------------
 AB9272  NETWORK   10.95   6.00           0.80   5.57   3.06     -0.32793770
 AB9272  -------------------------------------------------------------------
 AB9272  Click here for local accuracies and other accuracy information.
 AB9272
 AB9272.The horizontal coordinates were established by GPS observations
 AB9272.and adjusted by the National Geodetic Survey in June 2012.
 AB9272
 AB9272.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9272.been affixed to the stable North American tectonic plate. See 
 AB9272.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9272
 AB9272.The horizontal coordinates are valid at the epoch date displayed above
 AB9272.which is a decimal equivalence of Year/Month/Day.
 AB9272
 AB9272.The orthometric height was determined by GPS observations and a
 AB9272.high-resolution geoid model.
 AB9272
 AB9272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9272
 AB9272.Click photographs - Photos may exist for this station.
 AB9272
 AB9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9272
 AB9272.The Laplace correction was computed from DCAR97 derived deflections.
 AB9272
 AB9272.The ellipsoidal height was determined by GPS observations
 AB9272.and is referenced to NAD 83.
 AB9272
 AB9272. The following values were computed from the NAD 83(2011) position.
 AB9272
 AB9272;                    North         East     Units Scale Factor Converg.
 AB9272;UTM  19      - 2,036,082.994   505,085.632   MT  0.99960032   +0 00 54.8
 AB9272
 AB9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9272!UTM  19      -   1.00000489  x   0.99960032  =   0.99960520
 AB9272
 AB9272:                Primary Azimuth Mark                     Grid Az
 AB9272:UTM  19      -  MDLR C                                   108 13 23.8
 AB9272
 AB9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0508536082(NAD 83)
 AB9272
 AB9272|---------------------------------------------------------------------|
 AB9272| PID    Reference Object                     Distance      Geod. Az  |
 AB9272|                                                           dddmmss.s |
 AB9272| AB9739 MDLR C                              APPROX. 1.7 KM 1081418.6 |
 AB9272| AB9738 MDLR B                              APPROX. 0.7 KM 1151811.7 |
 AB9272|---------------------------------------------------------------------|
 AB9272
 AB9272                          SUPERSEDED SURVEY CONTROL
 AB9272
 AB9272  NAD 83(2007)-  18 24 53.40792(N)    068 57 06.65177(W) AD(2002.00) 0
 AB9272  ELLIP H (02/10/07)  -31.093  (m)                       GP(2002.00)    
 AB9272  NAD 83(1996)-  18 24 53.40706(N)    068 57 06.65319(W) AD(       ) A
 AB9272  ELLIP H (12/09/96)  -31.053  (m)                       GP(       ) 1 1
 AB9272
 AB9272.Superseded values are not recommended for survey control.
 AB9272
 AB9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9272.See file dsdata.pdf to determine how the superseded data were derived.
 AB9272
 AB9272_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9272_SETTING: 66 = SET IN ROCK OUTCROP
 AB9272_STAMPING: MDLR A 1996
 AB9272_MARK LOGO: NGS
 AB9272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9272+STABILITY: POSITION/ELEVATION WELL
 AB9272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9272+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9272
 AB9272  HISTORY     - Date     Condition        Report By
 AB9272  HISTORY     - 1996     MONUMENTED       NGS
 AB9272
 AB9272                          STATION DESCRIPTION
 AB9272
 AB9272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9272'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF THE ISLAND OF
 AB9272'DOMINICAN REPUBLIC, NEAR LA ROMANA, AT THE PUNTA DE AGUILA LA ROMANA
 AB9272'AIRPORT.  IN A GRASS TRIANGLE NORTHWEST OF THE NORTHWEST END OF RUNWAY
 AB9272'END 12, EAST OF A GUARD SHACK, NEAR THE CENTER OF 3 PAVED ROADS
 AB9272'FORMING THE TRIANGLE, SET IN A DRILL HOLE IN A 2 X 2-FOOT AREA OF ROCK
 AB9272'OUTCROP.  OWNERSHIP--CANNAL ROMANA CORPORATION, DEPARTMENTO DE
 AB9272'REGULACIONES AERONAUTICAS, DE LAS AMERICAS INTERNATIONAL AIRPORT,
 AB9272'SANTO DOMINGO, REPUBLICA DOMINICANA.  HEAD OF AIRPORT OPERATIONS
 AB9272'COLONEL MANUEL E.  MENDEZ LEGURA, PHONE 809-542-0160 OR 542-0189. FAX
 AB9272'809-549-0283.  AIRPORT MANAGER COLONEL CESAR A.  DEWINDT RUIZ, PHONE
 AB9272'OR FAX 809-556-2611.  NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL,
 AB9272'(ESCORT REQUIRED) .  NOTE--COLONEL MANUEL E.  MENDEZ LEGURA IS THE
 AB9272'HEAD OF OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS)
 AB9272'.  NOTE--THIS STATION WAS SELECTED AS A (PACS) .  LOCATED 22.6 M (74.1
 AB9272'FT) NORTHEAST OF A PAVED ROAD CENTER, 18.4 M (60.4 FT) SOUTH-SOUTHWEST
 AB9272'OF THE ENTRANCE ROAD CENTER, 13.8 M (45.3 FT) NORTH OF A PAVED ROAD
 AB9272'CENTER, AND THE STATION IS ABOUT LEVEL WITH THE 3 PAVED ROADS AND
 AB9272'FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9738 ***********************************************************************
 AB9738  DESIGNATION -  MDLR B
 AB9738  PID         -  AB9738
 AB9738  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9738  COUNTRY     -  DOMINICAN REPUBLIC
 AB9738  USGS QUAD   -  
 AB9738
 AB9738                         *CURRENT SURVEY CONTROL
 AB9738  ______________________________________________________________________
 AB9738* NAD 83(1996) POSITION- 18 24 43.87955(N) 068 56 45.53362(W)   ADJUSTED
 AB9738* NAD 83(1996) ELLIP HT-   -32.176 (meters)        (01/06/97)   ADJUSTED
 AB9738* LMSL    ORTHO HEIGHT -     4.6   (meters)       15.    (feet) GPS OBS
 AB9738  ______________________________________________________________________
 AB9738  LMSL orthometric height was determined with geoid model       EGM96
 AB9738  GEOID HEIGHT    -        -39.368 (meters)                     EGM96
 AB9738  GEOID HEIGHT    -        -40.391 (meters)                     EGM08
 AB9738  NAD 83(1996) X  -  2,174,752.140 (meters)                     COMP
 AB9738  NAD 83(1996) Y  - -5,649,497.058 (meters)                     COMP
 AB9738  NAD 83(1996) Z  -  2,001,712.505 (meters)                     COMP
 AB9738  LAPLACE CORR    -         -2.36  (seconds)                    DCAR97
 AB9738  HORZ ORDER      -  FIRST
 AB9738  ELLP ORDER      -  FOURTH    CLASS I
 AB9738
 AB9738.The horizontal coordinates were established by GPS observations
 AB9738.and adjusted by the National Geodetic Survey in January 1997.
 AB9738
 AB9738.The orthometric height was determined by GPS observations and a
 AB9738.high-resolution geoid model.
 AB9738
 AB9738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9738
 AB9738.Click photographs - Photos may exist for this station.
 AB9738
 AB9738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9738
 AB9738.The Laplace correction was computed from DCAR97 derived deflections.
 AB9738
 AB9738.The ellipsoidal height was determined by GPS observations
 AB9738.and is referenced to NAD 83.
 AB9738
 AB9738. The following values were computed from the NAD 83(1996) position.
 AB9738
 AB9738;                    North         East     Units Scale Factor Converg.
 AB9738;UTM  19      - 2,035,790.331   505,705.101   MT  0.99960040   +0 01 01.4
 AB9738
 AB9738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9738!UTM  19      -   1.00000506  x   0.99960040  =   0.99960546
 AB9738
 AB9738:                Primary Azimuth Mark                     Grid Az
 AB9738:UTM  19      -  MDLR A                                   295 17 17.0
 AB9738
 AB9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0570535790(NAD 83)
 AB9738
 AB9738|---------------------------------------------------------------------|
 AB9738| PID    Reference Object                     Distance      Geod. Az  |
 AB9738|                                                           dddmmss.s |
 AB9738| AB9272 MDLR A                              APPROX. 0.7 KM 2951818.4 |
 AB9738|---------------------------------------------------------------------|
 AB9738
 AB9738                          SUPERSEDED SURVEY CONTROL
 AB9738
 AB9738.No superseded survey control is available for this station.
 AB9738
 AB9738_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9738_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB9738+WITH SETTING: PAVEMENT
 AB9738_SP_SET: 36X66-FT CONCRETE SLAB
 AB9738_STAMPING: MDLR B 1996
 AB9738_MARK LOGO: NGS
 AB9738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9738+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9738
 AB9738  HISTORY     - Date     Condition        Report By
 AB9738  HISTORY     - 1996     MONUMENTED       NGS
 AB9738
 AB9738                          STATION DESCRIPTION
 AB9738
 AB9738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9738'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF THE ISLAND OF
 AB9738'DOMINICAN REPUBLIC, NEAR LA ROMANA, AT THE PUNTA DE AGUILA LA ROMANA
 AB9738'AIRPORT.  NEAR THE CENTER OF THE AIRPORT, SOUTH-SOUTHEAST OF THE
 AB9738'CONTROL TOWER, SOUTH-SOUTHWEST OF THE RUNWAY, SOUTH-SOUTHEAST OF A
 AB9738'PAVED ROAD, WEST-NORTHWEST OF THE ANEMOMETER, SET IN TOP OF AND 0.3 M
 AB9738'(1.0 FT) EAST-SOUTHEAST OF THE WEST-NORTHWEST EDGE OF A 36 X 66-FOOT
 AB9738'CONCRETE SLAB, AT THE ANEMOMETER.  OWNERSHIP--CANNAL ROMANA
 AB9738'CORPORATION, DEPARTMENTO DE REGULACIONES AERONAUTICAS, DE LAS AMERICAS
 AB9738'INTERNATIONAL AIRPORT, SANTO DOMINGO, REPUBLICA DOMINICANA. HEAD OF
 AB9738'AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ LEGURA, PHONE
 AB9738'809-542-0160 OR 542-0189.  FAX 809-549-0283.  AIRPORT MANAGER COLONEL
 AB9738'CESAR A.  DEWINDT RUIZ, PHONE OR FAX 809-556-2611.  NOTE--CONTACT
 AB9738'AIRPORT MANAGER ON ARRIVAL, (ESCORT REQUIRED) .  NOTE--COLONEL MANUEL
 AB9738'E.  MENDEZ LEGURA IS THE HEAD OF OPERATIONS FOR ALL OF THE DOMINICAN
 AB9738'REPUBLIC, (ALL 3 AIRPORTS) .  NOTE--THIS STATION WAS SELECTED AS A
 AB9738'(SACS) .  LOCATED 17.6 M (57.7 FT) WEST OF THE ANEMOMETER CENTER, 7.5
 AB9738'M (24.6 FT) SOUTH-SOUTHEAST OF THE ROAD CENTER, AND THE STATION IS
 AB9738'ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY
 AB9738'R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9739 ***********************************************************************
 AB9739  DESIGNATION -  MDLR C
 AB9739  PID         -  AB9739
 AB9739  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9739  COUNTRY     -  DOMINICAN REPUBLIC
 AB9739  USGS QUAD   -  
 AB9739
 AB9739                         *CURRENT SURVEY CONTROL
 AB9739  ______________________________________________________________________
 AB9739* NAD 83(1996) POSITION- 18 24 36.00738(N) 068 56 11.33679(W)   ADJUSTED
 AB9739* NAD 83(1996) ELLIP HT-   -30.936 (meters)        (01/06/97)   ADJUSTED
 AB9739* LMSL    ORTHO HEIGHT -     5.9   (meters)       19.    (feet) GPS OBS
 AB9739  ______________________________________________________________________
 AB9739  LMSL orthometric height was determined with geoid model       EGM96
 AB9739  GEOID HEIGHT    -        -39.403 (meters)                     EGM96
 AB9739  GEOID HEIGHT    -        -40.432 (meters)                     EGM08
 AB9739  NAD 83(1996) X  -  2,175,716.642 (meters)                     COMP
 AB9739  NAD 83(1996) Y  - -5,649,208.860 (meters)                     COMP
 AB9739  NAD 83(1996) Z  -  2,001,483.250 (meters)                     COMP
 AB9739  LAPLACE CORR    -         -2.21  (seconds)                    DCAR97
 AB9739  HORZ ORDER      -  FIRST
 AB9739  ELLP ORDER      -  FOURTH    CLASS I
 AB9739
 AB9739.The horizontal coordinates were established by GPS observations
 AB9739.and adjusted by the National Geodetic Survey in January 1997.
 AB9739
 AB9739.The orthometric height was determined by GPS observations and a
 AB9739.high-resolution geoid model.
 AB9739
 AB9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9739
 AB9739.Click photographs - Photos may exist for this station.
 AB9739
 AB9739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9739
 AB9739.The Laplace correction was computed from DCAR97 derived deflections.
 AB9739
 AB9739.The ellipsoidal height was determined by GPS observations
 AB9739.and is referenced to NAD 83.
 AB9739
 AB9739. The following values were computed from the NAD 83(1996) position.
 AB9739
 AB9739;                    North         East     Units Scale Factor Converg.
 AB9739;UTM  19      - 2,035,548.716   506,708.425   MT  0.99960056   +0 01 12.2
 AB9739
 AB9739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9739!UTM  19      -   1.00000486  x   0.99960056  =   0.99960542
 AB9739
 AB9739:                Primary Azimuth Mark                     Grid Az
 AB9739:UTM  19      -  MDLR A                                   288 13 23.9
 AB9739
 AB9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0670835548(NAD 83)
 AB9739
 AB9739|---------------------------------------------------------------------|
 AB9739| PID    Reference Object                     Distance      Geod. Az  |
 AB9739|                                                           dddmmss.s |
 AB9739| AB9272 MDLR A                              APPROX. 1.7 KM 2881436.1 |
 AB9739|---------------------------------------------------------------------|
 AB9739
 AB9739                          SUPERSEDED SURVEY CONTROL
 AB9739
 AB9739.No superseded survey control is available for this station.
 AB9739
 AB9739_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9739_SETTING: 66 = SET IN ROCK OUTCROP
 AB9739_STAMPING: MDLR C 1996
 AB9739_MARK LOGO: NGS
 AB9739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9739+STABILITY: POSITION/ELEVATION WELL
 AB9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9739+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9739
 AB9739  HISTORY     - Date     Condition        Report By
 AB9739  HISTORY     - 1996     MONUMENTED       NGS
 AB9739
 AB9739                          STATION DESCRIPTION
 AB9739
 AB9739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9739'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF THE ISLAND OF
 AB9739'DOMINICAN REPUBLIC, NEAR LA ROMANA, AT THE PUNTA DE AGUILA LA ROMANA
 AB9739'AIRPORT.  ALONG THE NORTH-NORTHEAST SIDE OF THE RUNWAY, NEAR RUNWAY
 AB9739'END 30, SOUTHEAST OF THE FIRE STATION, IN THE NORTH-NORTHWEST TRACK OF
 AB9739'A TRACK ROAD, SET IN A 5 X 6-FOOT AREA OF ROCK OUTCROP.
 AB9739'OWNERSHIP--CANNAL ROMANA CORPORATION, DEPARTMENTO DE REGULACIONES
 AB9739'AERONAUTICAS, DE LAS AMERICAS INTERNATIONAL AIRPORT, SANTO DOMINGO,
 AB9739'REPUBLICA DOMINICANA.  HEAD OF AIRPORT OPERATIONS COLONEL MANUEL E.
 AB9739'MENDEZ LEGURA, PHONE 809-542-0160 OR 542-0189.  FAX 809-549-0283.
 AB9739'AIRPORT MANAGER COLONEL CESAR A.  DEWINDT RUIZ, PHONE OR FAX
 AB9739'809-556-2611.  NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL, (ESCORT
 AB9739'REQUIRED) .  NOTE--COLONEL MANUEL E.  MENDEZ LEGURA IS THE HEAD OF
 AB9739'OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) .
 AB9739'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  LOCATED 42.4 M (139.1
 AB9739'FT) SOUTHEAST OF THE FIRE STATION ROAD LEADING TO THE RUNWAY, 25.1 M
 AB9739'(82.3 FT) NORTH-NORTHEAST OF THE RUNWAYS NORTH-NORTHEAST EDGE, 23.8 M
 AB9739'(78.1 FT) SOUTH-SOUTHWEST OF THE ROAD IN FRONT OF THE FIRE STATION
 AB9739'RUNNING EAST AND WEST, AND THE STATION IS LEVEL WITH THE TRACK ROAD
 AB9739'AND RECESSED 5-CM BELOW THE GROUND SURFACE.  BY R.G. HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9277 ***********************************************************************
 AB9277  DESIGNATION -  MDPP A
 AB9277  PID         -  AB9277
 AB9277  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9277  COUNTRY     -  DOMINICAN REPUBLIC
 AB9277  USGS QUAD   -  
 AB9277
 AB9277                         *CURRENT SURVEY CONTROL
 AB9277  ______________________________________________________________________
 AB9277* NAD 83(2011) POSITION- 19 45 29.19192(N) 070 33 56.38992(W)   ADJUSTED
 AB9277* NAD 83(2011) ELLIP HT-   -32.513 (meters)        (06/27/12)   ADJUSTED
 AB9277* NAD 83(2011) EPOCH   -  2010.00
 AB9277* LMSL    ORTHO HEIGHT -     6.4   (meters)       21.    (feet) GPS OBS
 AB9277  ______________________________________________________________________
 AB9277  LMSL orthometric height was determined with geoid model       EGM96
 AB9277  GEOID HEIGHT    -        -41.791 (meters)                     EGM96
 AB9277  GEOID HEIGHT    -        -41.446 (meters)                     EGM08
 AB9277  NAD 83(2011) X  -  1,997,992.059 (meters)                     COMP
 AB9277  NAD 83(2011) Y  - -5,662,772.026 (meters)                     COMP
 AB9277  NAD 83(2011) Z  -  2,142,503.429 (meters)                     COMP
 AB9277  LAPLACE CORR    -         -4.02  (seconds)                    DCAR97
 AB9277
 AB9277  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9277  Standards:
 AB9277         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9277            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9277  -------------------------------------------------------------------
 AB9277  NETWORK   10.14   4.90           0.65   5.16   2.50      0.23561594
 AB9277  -------------------------------------------------------------------
 AB9277  Click here for local accuracies and other accuracy information.
 AB9277
 AB9277.The horizontal coordinates were established by GPS observations
 AB9277.and adjusted by the National Geodetic Survey in June 2012.
 AB9277
 AB9277.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9277.been affixed to the stable North American tectonic plate. See 
 AB9277.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9277
 AB9277.The horizontal coordinates are valid at the epoch date displayed above
 AB9277.which is a decimal equivalence of Year/Month/Day.
 AB9277
 AB9277.The orthometric height was determined by GPS observations and a
 AB9277.high-resolution geoid model.
 AB9277
 AB9277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9277
 AB9277.Click photographs - Photos may exist for this station.
 AB9277
 AB9277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9277
 AB9277.The Laplace correction was computed from DCAR97 derived deflections.
 AB9277
 AB9277.The ellipsoidal height was determined by GPS observations
 AB9277.and is referenced to NAD 83.
 AB9277
 AB9277. The following values were computed from the NAD 83(2011) position.
 AB9277
 AB9277;                    North         East     Units Scale Factor Converg.
 AB9277;UTM  19      - 2,185,471.799   335,958.801   MT  0.99993261   -0 31 45.8
 AB9277
 AB9277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9277!UTM  19      -   1.00000511  x   0.99993261  =   0.99993772
 AB9277
 AB9277:                Primary Azimuth Mark                     Grid Az
 AB9277:UTM  19      -  MDPP B                                   063 21 45.0
 AB9277
 AB9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB3595885471(NAD 83)
 AB9277
 AB9277|---------------------------------------------------------------------|
 AB9277| PID    Reference Object                     Distance      Geod. Az  |
 AB9277|                                                           dddmmss.s |
 AB9277| AB9734 MDPP B                              APPROX. 1.1 KM 0624959.2 |
 AB9277| AB9735 MDPP C                              483.154 METERS 2775344.2 |
 AB9277|---------------------------------------------------------------------|
 AB9277
 AB9277                          SUPERSEDED SURVEY CONTROL
 AB9277
 AB9277  NAD 83(2007)-  19 45 29.19087(N)    070 33 56.39501(W) AD(2002.00) 0
 AB9277  ELLIP H (02/10/07)  -32.512  (m)                       GP(2002.00)    
 AB9277  NAD 83(1996)-  19 45 29.18946(N)    070 33 56.40012(W) AD(       ) A
 AB9277  ELLIP H (12/09/96)  -32.449  (m)                       GP(       ) 1 1
 AB9277
 AB9277.Superseded values are not recommended for survey control.
 AB9277
 AB9277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9277.See file dsdata.pdf to determine how the superseded data were derived.
 AB9277
 AB9277_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9277_SETTING: 66 = SET IN ROCK OUTCROP
 AB9277_STAMPING: MDPP A 1996
 AB9277_MARK LOGO: NGS
 AB9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9277+STABILITY: POSITION/ELEVATION WELL
 AB9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9277+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9277
 AB9277  HISTORY     - Date     Condition        Report By
 AB9277  HISTORY     - 1996     MONUMENTED       NGS
 AB9277
 AB9277                          STATION DESCRIPTION
 AB9277
 AB9277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9277'THE STATION IS LOCATED NEAR THE NORTH SIDE OF THE ISLAND OF DOMINICAN
 AB9277'REPUBLIC, NEAR PUERTO PLATA, AT THE PUERTO PLATA INTERNATIONAL
 AB9277'AIRPORT.  NEAR THE CENTER OF THE AIRPORT, IN A GRASS MEDIAN
 AB9277'NORTH-NORTHWEST OF THE CONTROL TOWER, WEST OF TAXI E1, SOUTH-SOUTHEAST
 AB9277'OF THE SOUTH-SOUTHEAST EDGE OF A 4 X 4-FOOT OPEN CINDER BLOCK ELECTRIC
 AB9277'JUNCTION BOX, SET IN TOP OF A 2 X 2-FOOT AREA OF ROCK OUTCROP.
 AB9277'OWNERSHIP--DOMINICAN REPUBLIC AIRPORT AUTHORITY, DEPARTMENT DE
 AB9277'REGULACIONES AERONAUTICAS, AEROPORT INTERNATIONAL LAS AMERICAS, SANTO
 AB9277'DOMINGO, REPUBLIC DOMINICONA.  HEAD OF AIRPORT OPERATIONS COLONEL
 AB9277'MANUEL E.  MANDEZ LEGURA, PHONE 809-542-0160 OR 542-0189.  FAX
 AB9277'809-549-0283.  NOTE--COLONEL LEGURA IS THE HEAD OF AIRPORT OPERATIONS
 AB9277'FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) .  CHEIF
 AB9277'AERONAUTICAL OFFICER ZAGARIAS CORDERO, AERONAUTICAL OFFICE 2ND FLOUR
 AB9277'TERMINAL BUILDING PUERTO PLATA DOMINICAN REPUBLIC.  PHONE 809-586-1992
 AB9277'OR 586-0461.  FAX 809-586-0203.  NOTE--CONTACT CHEIF AERONAUTICAL
 AB9277'OFFICER ON ARRIVAL, (ESCORT REQUIRED) .  NOTE--THIS STATION WAS
 AB9277'SELECTED AS A (PACS) . LOCATED 78.4 M (257.2 FT) SOUTH-SOUTHEAST OF
 AB9277'THE RUNWAYS SOUTH-SOUTHEAST EDGE, 3.6 M (11.8 FT) SOUTH-SOUTHEAST OF
 AB9277'THE JUNCTION BOXS SOUTH-SOUTHEAST EDGE, AND THE STATION IS ABOUT 3.0 M
 AB9277'(9.8 FT) ABOVE THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND
 AB9277'SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9734 ***********************************************************************
 AB9734  DESIGNATION -  MDPP B
 AB9734  PID         -  AB9734
 AB9734  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9734  COUNTRY     -  DOMINICAN REPUBLIC
 AB9734  USGS QUAD   -  
 AB9734
 AB9734                         *CURRENT SURVEY CONTROL
 AB9734  ______________________________________________________________________
 AB9734* NAD 83(1996) POSITION- 19 45 45.39151(N) 070 33 23.04581(W)   ADJUSTED
 AB9734* NAD 83(1996) ELLIP HT-   -35.374 (meters)        (01/06/97)   ADJUSTED
 AB9734* LMSL    ORTHO HEIGHT -     3.6   (meters)       12.    (feet) GPS OBS
 AB9734  ______________________________________________________________________
 AB9734  LMSL orthometric height was determined with geoid model       EGM96
 AB9734  GEOID HEIGHT    -        -41.936 (meters)                     EGM96
 AB9734  GEOID HEIGHT    -        -41.592 (meters)                     EGM08
 AB9734  NAD 83(1996) X  -  1,998,850.500 (meters)                     COMP
 AB9734  NAD 83(1996) Y  - -5,662,287.614 (meters)                     COMP
 AB9734  NAD 83(1996) Z  -  2,142,971.270 (meters)                     COMP
 AB9734  LAPLACE CORR    -         -3.88  (seconds)                    DCAR97
 AB9734  HORZ ORDER      -  FIRST
 AB9734  ELLP ORDER      -  FOURTH    CLASS I
 AB9734
 AB9734.The horizontal coordinates were established by GPS observations
 AB9734.and adjusted by the National Geodetic Survey in January 1997.
 AB9734
 AB9734.The orthometric height was determined by GPS observations and a
 AB9734.high-resolution geoid model.
 AB9734
 AB9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9734
 AB9734.Click photographs - Photos may exist for this station.
 AB9734
 AB9734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9734
 AB9734.The Laplace correction was computed from DCAR97 derived deflections.
 AB9734
 AB9734.The ellipsoidal height was determined by GPS observations
 AB9734.and is referenced to NAD 83.
 AB9734
 AB9734. The following values were computed from the NAD 83(1996) position.
 AB9734
 AB9734;                    North         East     Units Scale Factor Converg.
 AB9734;UTM  19      - 2,185,960.943   336,934.008   MT  0.99992867   -0 31 34.9
 AB9734
 AB9734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9734!UTM  19      -   1.00000556  x   0.99992867  =   0.99993423
 AB9734
 AB9734:                Primary Azimuth Mark                     Grid Az
 AB9734:UTM  19      -  MDPP A                                   243 21 45.3
 AB9734
 AB9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB3693485960(NAD 83)
 AB9734
 AB9734|---------------------------------------------------------------------|
 AB9734| PID    Reference Object                     Distance      Geod. Az  |
 AB9734|                                                           dddmmss.s |
 AB9734| AB9277 MDPP A                              APPROX. 1.1 KM 2425010.4 |
 AB9734|---------------------------------------------------------------------|
 AB9734
 AB9734                          SUPERSEDED SURVEY CONTROL
 AB9734
 AB9734.No superseded survey control is available for this station.
 AB9734
 AB9734_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9734_SETTING: 66 = SET IN ROCK OUTCROP
 AB9734_STAMPING: MDPP B 1996
 AB9734_MARK LOGO: NGS
 AB9734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9734+STABILITY: POSITION/ELEVATION WELL
 AB9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9734+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9734
 AB9734  HISTORY     - Date     Condition        Report By
 AB9734  HISTORY     - 1996     MONUMENTED       NGS
 AB9734
 AB9734                          STATION DESCRIPTION
 AB9734
 AB9734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9734'THE STATION IS LOCATED NEAR THE NORTH SIDE OF THE ISLAND OF DOMINICAN
 AB9734'REPUBLIC, NEAR PUERTO PLATA, AT THE PUERTO PLATA INTERNATIONAL
 AB9734'AIRPORT.  NEAR AND NORTH OF RUNWAY END 26, ABOUT 32.4 M (106.3 FT)
 AB9734'WEST OF THE EAST END OF THE ASPHALT, SET IN TOP OF A 30 X 50-FOOT AREA
 AB9734'OF ROCK OUTCROP.  OWNERSHIP--DOMINICAN REPUBLIC AIRPORT AUTHORITY,
 AB9734'DEPARTMENT DE REGULACIONES AERONAUTICAS, AEROPORT INTERNATIONAL LAS
 AB9734'AMERICAS, SANTO DOMINGO, REPUBLIC DOMINICONA.  HEAD OF AIRPORT
 AB9734'OPERATIONS COLONEL MANUEL E.  MANDEZ LEGURA, PHONE 809-542-0160 OR
 AB9734'542-0189.  FAX 809-549-0283.  NOTE--COLONEL LEGURA IS THE HEAD OF
 AB9734'AIRPORT OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS)
 AB9734'.  CHEIF AERONAUTICAL OFFICER ZAGARIAS CORDERO, AERONAUTICAL OFFICE
 AB9734'2ND FLOUR TERMINAL BUILDING PUERTO PLATA DOMINICAN REPUBLIC.  PHONE
 AB9734'809-586-1992 OR 586-0461.  FAX 809-586-0203.  NOTE--CONTACT CHEIF
 AB9734'AERONAUTICAL OFFICER ON ARRIVAL, (ESCORT REQUIRED) .  LOCATED 53.0 M
 AB9734'(173.9 FT) NORTH OF THE RUNWAYS NORTH EDGE, 32.4 M (106.3 FT) WEST OF
 AB9734'THE EXTENDED EAST END LINE OF THE ASPHALT AT RUNWAY END 26, 1.3 M (4.3
 AB9734'FT) EAST OF THE EXTENDED CENTERLINE OF THE 6TH EXPANSION JOINT WEST OF
 AB9734'THE EAST END OF RUNWAY END 26, AND THE STATION IS ABOUT 0.4 M (1.3 FT)
 AB9734'ABOVE THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.
 AB9734'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9735 ***********************************************************************
 AB9735  DESIGNATION -  MDPP C
 AB9735  PID         -  AB9735
 AB9735  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9735  COUNTRY     -  DOMINICAN REPUBLIC
 AB9735  USGS QUAD   -  
 AB9735
 AB9735                         *CURRENT SURVEY CONTROL
 AB9735  ______________________________________________________________________
 AB9735* NAD 83(1996) POSITION- 19 45 31.35007(N) 070 34 12.82861(W)   ADJUSTED
 AB9735* NAD 83(1996) ELLIP HT-   -33.684 (meters)        (01/06/97)   ADJUSTED
 AB9735* LMSL    ORTHO HEIGHT -     5.1   (meters)       17.    (feet) GPS OBS
 AB9735  ______________________________________________________________________
 AB9735  LMSL orthometric height was determined with geoid model       EGM96
 AB9735  GEOID HEIGHT    -        -41.776 (meters)                     EGM96
 AB9735  GEOID HEIGHT    -        -41.435 (meters)                     EGM08
 AB9735  NAD 83(1996) X  -  1,997,532.917 (meters)                     COMP
 AB9735  NAD 83(1996) Y  - -5,662,909.046 (meters)                     COMP
 AB9735  NAD 83(1996) Z  -  2,142,565.490 (meters)                     COMP
 AB9735  LAPLACE CORR    -         -4.09  (seconds)                    DCAR97
 AB9735  HORZ ORDER      -  FIRST
 AB9735  ELLP ORDER      -  FOURTH    CLASS I
 AB9735
 AB9735.The horizontal coordinates were established by GPS observations
 AB9735.and adjusted by the National Geodetic Survey in January 1997.
 AB9735
 AB9735.The orthometric height was determined by GPS observations and a
 AB9735.high-resolution geoid model.
 AB9735
 AB9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9735
 AB9735.Click photographs - Photos may exist for this station.
 AB9735
 AB9735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9735
 AB9735.The Laplace correction was computed from DCAR97 derived deflections.
 AB9735
 AB9735.The ellipsoidal height was determined by GPS observations
 AB9735.and is referenced to NAD 83.
 AB9735
 AB9735. The following values were computed from the NAD 83(1996) position.
 AB9735
 AB9735;                    North         East     Units Scale Factor Converg.
 AB9735;UTM  19      - 2,185,542.583   335,480.892   MT  0.99993455   -0 31 51.4
 AB9735
 AB9735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9735!UTM  19      -   1.00000529  x   0.99993455  =   0.99993984
 AB9735
 AB9735:                Primary Azimuth Mark                     Grid Az
 AB9735:UTM  19      -  MDPP A                                   098 25 30.1
 AB9735
 AB9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB3548085542(NAD 83)
 AB9735
 AB9735|---------------------------------------------------------------------|
 AB9735| PID    Reference Object                     Distance      Geod. Az  |
 AB9735|                                                           dddmmss.s |
 AB9735| AB9277 MDPP A                              483.154 METERS 0975338.7 |
 AB9735|---------------------------------------------------------------------|
 AB9735
 AB9735                          SUPERSEDED SURVEY CONTROL
 AB9735
 AB9735.No superseded survey control is available for this station.
 AB9735
 AB9735_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9735_SETTING: 66 = SET IN ROCK OUTCROP
 AB9735_STAMPING: MDPP C 1996
 AB9735_MARK LOGO: NGS
 AB9735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9735+STABILITY: POSITION/ELEVATION WELL
 AB9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9735+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9735
 AB9735  HISTORY     - Date     Condition        Report By
 AB9735  HISTORY     - 1996     MONUMENTED       NGS
 AB9735
 AB9735                          STATION DESCRIPTION
 AB9735
 AB9735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9735'THE STATION IS LOCATED NEAR THE NORTH SIDE OF THE ISLAND OF DOMINICAN
 AB9735'REPUBLIC, NEAR PUERTO PLATA, AT THE PUERTO PLATA INTERNATIONAL
 AB9735'AIRPORT.  ALONG THE NORTH SIDE OF THE RUNWAY, WEST-NORTHWEST OF AND
 AB9735'ACROSS THE RUNWAY FROM THE PACS, NEAR AND NORTH OF THE 5,000-FOOT
 AB9735'MARKER SIGN, SOUTHEAST OF THE OLD VOR TRANSMITTER, WEST-SOUTHWEST OF
 AB9735'THE NEW VOR TRANSMITTER, SET IN TOP OF A 2 X 2-FOOT AREA OF EXPOSED
 AB9735'BEDROCK.  OWNERSHIP--DOMINICAN REPUBLIC AIRPORT AUTHORITY, DEPARTMENT
 AB9735'DE REGULACIONES AERONAUTICAS, AEROPORT INTERNATIONAL LAS AMERICAS,
 AB9735'SANTO DOMINGO, REPUBLIC DOMINICONA.  HEAD OF AIRPORT OPERATIONS
 AB9735'COLONEL MANUEL E.  MANDEZ LEGURA, PHONE 809-542-0160 OR 542-0189. FAX
 AB9735'809-549-0283.  NOTE--COLONEL LEGURA IS THE HEAD OF AIRPORT OPERATIONS
 AB9735'FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) . CHIEF
 AB9735'AERONAUTICAL OFFICER ZAGARIAS CORDERO, AERONAUTICAL OFFICE 2ND FLOUR
 AB9735'TERMINAL BUILDING PUERTO PLATA DOMINICAN REPUBLIC.  PHONE 809-586-1992
 AB9735'OR 586-0461.  FAX 809-586-0203.  NOTE--CONTACT CHEIF AERONAUTICAL
 AB9735'OFFICER ON ARRIVAL, (ESCORT REQUIRED) .  NOTE--THIS STATION WAS
 AB9735'SELECTED AS A (SACS) .  LOCATED 62.0 M (203.4 FT) NORTH OF THE RUNWAYS
 AB9735'NORTH EDGE, 1.0 M (3.3 FT) EAST OF THE EXTENDED LINE OF 2 NORTH-SOUTH
 AB9735'RUNWAY LIGHTS SOUTH OF THE 5,000-FOOT MARKER SIGN, AND THE STATION IS
 AB9735'ABOUT 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE RUNWAY AND FLUSH WITH THE
 AB9735'GROUND SURFACE.  NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL
 AB9735'STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9276 ***********************************************************************
 AB9276  DESIGNATION -  MDSD A
 AB9276  PID         -  AB9276
 AB9276  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9276  COUNTRY     -  DOMINICAN REPUBLIC
 AB9276  USGS QUAD   -  
 AB9276
 AB9276                         *CURRENT SURVEY CONTROL
 AB9276  ______________________________________________________________________
 AB9276* NAD 83(2011) POSITION- 18 25 53.59625(N) 069 40 22.41368(W)   ADJUSTED
 AB9276* NAD 83(2011) ELLIP HT-   -23.515 (meters)        (06/27/12)   ADJUSTED
 AB9276* NAD 83(2011) EPOCH   -  2010.00
 AB9276* LMSL    ORTHO HEIGHT -    10.6   (meters)       35.    (feet) GPS OBS
 AB9276  ______________________________________________________________________
 AB9276  LMSL orthometric height was determined with geoid model       EGM96
 AB9276  GEOID HEIGHT    -        -37.005 (meters)                     EGM96
 AB9276  GEOID HEIGHT    -        -36.981 (meters)                     EGM08
 AB9276  NAD 83(2011) X  -  2,102,671.465 (meters)                     COMP
 AB9276  NAD 83(2011) Y  - -5,676,005.238 (meters)                     COMP
 AB9276  NAD 83(2011) Z  -  2,003,748.893 (meters)                     COMP
 AB9276  LAPLACE CORR    -         -3.22  (seconds)                    DCAR97
 AB9276
 AB9276  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9276  Standards:
 AB9276         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9276            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9276  -------------------------------------------------------------------
 AB9276  NETWORK    7.48   4.92           0.58   3.80   2.51     -0.40704969
 AB9276  -------------------------------------------------------------------
 AB9276  Click here for local accuracies and other accuracy information.
 AB9276
 AB9276.The horizontal coordinates were established by GPS observations
 AB9276.and adjusted by the National Geodetic Survey in June 2012.
 AB9276
 AB9276.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9276.been affixed to the stable North American tectonic plate. See 
 AB9276.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9276
 AB9276.The horizontal coordinates are valid at the epoch date displayed above
 AB9276.which is a decimal equivalence of Year/Month/Day.
 AB9276
 AB9276.The orthometric height was determined by GPS observations and a
 AB9276.high-resolution geoid model.
 AB9276
 AB9276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9276
 AB9276.Click photographs - Photos may exist for this station.
 AB9276
 AB9276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9276
 AB9276.The Laplace correction was computed from DCAR97 derived deflections.
 AB9276
 AB9276.The ellipsoidal height was determined by GPS observations
 AB9276.and is referenced to NAD 83.
 AB9276
 AB9276. The following values were computed from the NAD 83(2011) position.
 AB9276
 AB9276;                    North         East     Units Scale Factor Converg.
 AB9276;UTM  19      - 2,038,064.061   428,939.787   MT  0.99966242   -0 12 45.9
 AB9276
 AB9276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9276!UTM  19      -   1.00000370  x   0.99966242  =   0.99966612
 AB9276
 AB9276:                Primary Azimuth Mark                     Grid Az
 AB9276:UTM  19      -  MDSD C                                   343 57 31.5
 AB9276
 AB9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2893938064(NAD 83)
 AB9276
 AB9276|---------------------------------------------------------------------|
 AB9276| PID    Reference Object                     Distance      Geod. Az  |
 AB9276|                                                           dddmmss.s |
 AB9276| AB9545 MDSD C                              APPROX. 0.6 KM 3434445.6 |
 AB9276|---------------------------------------------------------------------|
 AB9276
 AB9276                          SUPERSEDED SURVEY CONTROL
 AB9276
 AB9276  NAD 83(2007)-  18 25 53.59483(N)    069 40 22.41995(W) AD(2002.00) 0
 AB9276  ELLIP H (02/10/07)  -23.518  (m)                       GP(2002.00)    
 AB9276  NAD 83(1996)-  18 25 53.59375(N)    069 40 22.42233(W) AD(       ) A
 AB9276  ELLIP H (12/09/96)  -23.471  (m)                       GP(       ) 1 1
 AB9276
 AB9276.Superseded values are not recommended for survey control.
 AB9276
 AB9276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9276.See file dsdata.pdf to determine how the superseded data were derived.
 AB9276
 AB9276_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9276_SETTING: 66 = SET IN ROCK OUTCROP
 AB9276_STAMPING: MDSD A 1996
 AB9276_MARK LOGO: NGS
 AB9276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9276+STABILITY: POSITION/ELEVATION WELL
 AB9276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9276+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9276
 AB9276  HISTORY     - Date     Condition        Report By
 AB9276  HISTORY     - 1996     MONUMENTED       NGS
 AB9276
 AB9276                          STATION DESCRIPTION
 AB9276
 AB9276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9276'THE STATION IS LOCATED NEAR THE SOUTH-SOUTHEAST SIDE OF THE ISLAND OF
 AB9276'DOMINICAN REPUBLIC, NEAR SANTO DOMINGO, AT THE DE LAS AMERICAS
 AB9276'INTERNATIONAL AIRPORT.  NEAR THE CENTER OF THE AIRPORT, IN THE GRASS
 AB9276'MEDIAN IN FRONT OF THE TERMINAL/CONTROL TOWER, SOUTHWEST OF THE
 AB9276'ANAMOMETER, BETWEEN THE MAIN TAXI AND THE APRON, SET IN A DRILL HOLE
 AB9276'IN A 12 X 16-FOOT AREA OF EXPOSED BEDROCK.  OWNERSHIP--DOMINICAN
 AB9276'REPUBLIC AIRPORT AUTHORITY, DEPARTMENT DE REGULACIONES AERONAUTICAS,
 AB9276'AEROPORT INTERNATIONAL LAS AMERICAS, SANTO DOMINGO, REPUBLIC
 AB9276'DOMINICONA.  HEAD OF AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ
 AB9276'LEGURA, PHONE 809-542-0160 OR 542 0189.  FAX 809-549-0283.
 AB9276'NOTE--CONTACT HEAD OF AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ
 AB9276'LEGURA ON ARRIVAL, (ESCORT REQUIRED) .  NOTE--COLONEL LEGURA IS THE
 AB9276'HEAD OF AIRPORT OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3
 AB9276'AIRPORTS) .  NOTE--THIS STATION WAS SELECTED AS A (PACS) .  LOCATED
 AB9276'APPROXIMATELY 165.0 M (541.3 FT) EAST OF THE EAST EDGE OF THE CONCRETE
 AB9276'APRON IN FRONT OF THE CONTROL TOWER, 86.5 M (283.8 FT) SOUTHWEST OF
 AB9276'THE ANEMOMETER, AND THE STATION IS ABOUT 1.0 M (3.3 FT) ABOVE THE
 AB9276'LEVEL OF THE APRON AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9544 ***********************************************************************
 AB9544  DESIGNATION -  MDSD B
 AB9544  PID         -  AB9544
 AB9544  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9544  COUNTRY     -  DOMINICAN REPUBLIC
 AB9544  USGS QUAD   -  
 AB9544
 AB9544                         *CURRENT SURVEY CONTROL
 AB9544  ______________________________________________________________________
 AB9544* NAD 83(1996) POSITION- 18 24 54.15233(N) 069 39 51.78521(W)   ADJUSTED
 AB9544* NAD 83(1996) ELLIP HT-   -18.148 (meters)        (01/02/97)   ADJUSTED
 AB9544* LMSL    ORTHO HEIGHT -    16.0   (meters)       52.    (feet) GPS OBS
 AB9544  ______________________________________________________________________
 AB9544  LMSL orthometric height was determined with geoid model       EGM96
 AB9544  GEOID HEIGHT    -        -37.128 (meters)                     EGM96
 AB9544  GEOID HEIGHT    -        -37.151 (meters)                     EGM08
 AB9544  NAD 83(1996) X  -  2,103,716.774 (meters)                     COMP
 AB9544  NAD 83(1996) Y  - -5,676,239.324 (meters)                     COMP
 AB9544  NAD 83(1996) Z  -  2,002,016.610 (meters)                     COMP
 AB9544  LAPLACE CORR    -         -3.15  (seconds)                    DCAR97
 AB9544  HORZ ORDER      -  FIRST
 AB9544  ELLP ORDER      -  FOURTH    CLASS II
 AB9544
 AB9544.The horizontal coordinates were established by GPS observations
 AB9544.and adjusted by the National Geodetic Survey in January 1997.
 AB9544
 AB9544.The orthometric height was determined by GPS observations and a
 AB9544.high-resolution geoid model.
 AB9544
 AB9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9544
 AB9544.Click photographs - Photos may exist for this station.
 AB9544
 AB9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9544
 AB9544.The Laplace correction was computed from DCAR97 derived deflections.
 AB9544
 AB9544.The ellipsoidal height was determined by GPS observations
 AB9544.and is referenced to NAD 83.
 AB9544
 AB9544. The following values were computed from the NAD 83(1996) position.
 AB9544
 AB9544;                    North         East     Units Scale Factor Converg.
 AB9544;UTM  19      - 2,036,233.720   429,831.594   MT  0.99966087   -0 12 35.6
 AB9544
 AB9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9544!UTM  19      -   1.00000285  x   0.99966087  =   0.99966372
 AB9544
 AB9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2983136233(NAD 83)
 AB9544
 AB9544                          SUPERSEDED SURVEY CONTROL
 AB9544
 AB9544.No superseded survey control is available for this station.
 AB9544
 AB9544_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB9544_SP_SET: 4X5X6-FT ELECTRIC JUNCTION BOX
 AB9544_STAMPING: MDSD B 1996
 AB9544_MARK LOGO: NGS
 AB9544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9544+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9544
 AB9544  HISTORY     - Date     Condition        Report By
 AB9544  HISTORY     - 1996     MONUMENTED       NGS
 AB9544
 AB9544                          STATION DESCRIPTION
 AB9544
 AB9544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9544'THE STATION IS LOCATED NEAR THE SOUTH-SOUTHEAST SIDE OF THE ISLAND OF
 AB9544'DOMINICAN REPUBLIC, NEAR SANTO DOMINGO, AT THE DE LAS AMERICAS
 AB9544'INTERNATIONAL AIRPORT.  NEAR THE SOUTHWEST END OF RUNWAY END 35, SOUTH
 AB9544'OF THE MOST SOUTHERLY 1 OF 2 EXIT TAXIS (E8) , SET IN TOP OF AND 0.1 M
 AB9544'(0.3 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A 4 X 5 X 6-FOOT DEEP
 AB9544'CONCRETE JUNCTION BOX.  OWNERSHIP--DOMINICAN REPUBLIC AIRPORT
 AB9544'AUTHORITY, DEPARTMENT DE REGULACIONES AERONAUTICAS, AEROPORT
 AB9544'INTERNATIONAL LAS AMERICAS, SANTO DOMINGO, REPUBLIC DOMINICONA.  HEAD
 AB9544'OF AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ LEGURA, PHONE
 AB9544'809-542-0160 OR 542 0189.  FAX 809-549-0283.  NOTE--CONTACT HEAD OF
 AB9544'AIRPORT OPERATIONS COLONEL MANUEL E.  MENDEZ LEGURA ON ARRIVAL,
 AB9544'(ESCORT REQUIRED) .  NOTE--COLONEL LEGURA IS THE HEAD OF AIRPORT
 AB9544'OPERATIONS FOR ALL OF THE DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) .
 AB9544'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  LOCATED 36.6 M (120.1
 AB9544'FT) WEST-SOUTHWEST OF A STROBE LIGHT, 34.8 M (114.2 FT) SOUTH OF THE
 AB9544'EXIT TAXI CENTERLINE, 3.9 M (12.8 FT) NORTHEAST OF A TRACK ROAD
 AB9544'CENTER, AND THE STATION IS LEVEL WITH THE TAXI AND FLUSH WITH THE
 AB9544'GROUND SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9545 ***********************************************************************
 AB9545  DESIGNATION -  MDSD C
 AB9545  PID         -  AB9545
 AB9545  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9545  COUNTRY     -  DOMINICAN REPUBLIC
 AB9545  USGS QUAD   -  
 AB9545
 AB9545                         *CURRENT SURVEY CONTROL
 AB9545  ______________________________________________________________________
 AB9545* NAD 83(1996) POSITION- 18 26 12.65881(N) 069 40 28.23673(W)   ADJUSTED
 AB9545* NAD 83(1996) ELLIP HT-   -24.001 (meters)        (01/02/97)   ADJUSTED
 AB9545* LMSL    ORTHO HEIGHT -    10.0   (meters)       33.    (feet) GPS OBS
 AB9545  ______________________________________________________________________
 AB9545  LMSL orthometric height was determined with geoid model       EGM96
 AB9545  GEOID HEIGHT    -        -36.971 (meters)                     EGM96
 AB9545  GEOID HEIGHT    -        -36.933 (meters)                     EGM08
 AB9545  NAD 83(1996) X  -  2,102,446.689 (meters)                     COMP
 AB9545  NAD 83(1996) Y  - -5,675,890.372 (meters)                     COMP
 AB9545  NAD 83(1996) Z  -  2,004,304.760 (meters)                     COMP
 AB9545  LAPLACE CORR    -         -3.26  (seconds)                    DCAR97
 AB9545  HORZ ORDER      -  FIRST
 AB9545  ELLP ORDER      -  FOURTH    CLASS II
 AB9545
 AB9545.The horizontal coordinates were established by GPS observations
 AB9545.and adjusted by the National Geodetic Survey in January 1997.
 AB9545
 AB9545.The orthometric height was determined by GPS observations and a
 AB9545.high-resolution geoid model.
 AB9545
 AB9545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9545
 AB9545.Click photographs - Photos may exist for this station.
 AB9545
 AB9545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9545
 AB9545.The Laplace correction was computed from DCAR97 derived deflections.
 AB9545
 AB9545.The ellipsoidal height was determined by GPS observations
 AB9545.and is referenced to NAD 83.
 AB9545
 AB9545. The following values were computed from the NAD 83(1996) position.
 AB9545
 AB9545;                    North         East     Units Scale Factor Converg.
 AB9545;UTM  19      - 2,038,650.590   428,771.146   MT  0.99966272   -0 12 48.0
 AB9545
 AB9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9545!UTM  19      -   1.00000377  x   0.99966272  =   0.99966649
 AB9545
 AB9545:                Primary Azimuth Mark                     Grid Az
 AB9545:UTM  19      -  MDSD A                                   163 57 31.8
 AB9545
 AB9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2877138650(NAD 83)
 AB9545
 AB9545|---------------------------------------------------------------------|
 AB9545| PID    Reference Object                     Distance      Geod. Az  |
 AB9545|                                                           dddmmss.s |
 AB9545| AB9276 MDSD A                              APPROX. 0.6 KM 1634443.8 |
 AB9545|---------------------------------------------------------------------|
 AB9545
 AB9545                          SUPERSEDED SURVEY CONTROL
 AB9545
 AB9545.No superseded survey control is available for this station.
 AB9545
 AB9545_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9545_SETTING: 66 = SET IN ROCK OUTCROP
 AB9545_STAMPING: MDSD C 1996
 AB9545_MARK LOGO: NGS
 AB9545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9545+STABILITY: POSITION/ELEVATION WELL
 AB9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9545+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9545
 AB9545  HISTORY     - Date     Condition        Report By
 AB9545  HISTORY     - 1996     MONUMENTED       NGS
 AB9545
 AB9545                          STATION DESCRIPTION
 AB9545
 AB9545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9545'THE STATION IS LOCATED NEAR THE SOUTH-SOUTHEAST SIDE OF THE ISLAND OF
 AB9545'DOMINICAN REPUBLIC, NEAR SANTO DOMINGO, AT THE DE LAS AMERICAS
 AB9545'INTERNATIONAL AIRPORT.  NEAR THE NORTHWEST SIDE OF THE AIRPORT, IN THE
 AB9545'GRASS WEST OF THE MAIN TAXI (TAXI NORTE) , NORTH-NORTHWEST OF EXIT
 AB9545'TAXI (E3) , EAST-NORTHEAST OF THE OLD CONTROL TOWER, NORTH-NORTHEAST
 AB9545'OF THE NEW CONTROL TOWER, SET IN A DRILL HOLE IN A 4 X 5-FOOT AREA OF
 AB9545'ROCK OUTCROP.  OWNERSHIP--DOMINICAN REPUBLIC AIRPORT AUTHORITY,
 AB9545'DEPARTMENT DE REGULACIONES AERONAUTICAS, AEROPORT INTERNATIONAL LAS
 AB9545'AMERICAS, SANTO DOMINGO, REPUBLIC DOMINICONA.  HEAD OF AIRPORT
 AB9545'OPERATIONS COLONEL MANUEL E.  MENDEZ LEGURA, PHONE 809-542-0160 OR 542
 AB9545'0189.  FAX 809-549-0283.  NOTE--CONTACT HEAD OF AIRPORT OPERATIONS
 AB9545'COLONEL MANUEL E.  MENDEZ LEGURA ON ARRIVAL, (ESCORT REQUIRED) .
 AB9545'NOTE--COLONEL LEGURA IS THE HEAD OF AIRPORT OPERATIONS FOR ALL OF THE
 AB9545'DOMINICAN REPUBLIC, (ALL 3 AIRPORTS) . NOTE--THIS STATION WAS SELECTED
 AB9545'AS A (SACS) .  LOCATED 85.0 M (278.9 FT) WEST OF THE WEST EDGE OF TAXI
 AB9545'NORTE, AND THE STATION IS ABOUT 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AB9545'TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9275 ***********************************************************************
 AB9275  DESIGNATION -  NAVAL ACADEMY
 AB9275  PID         -  AB9275
 AB9275  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9275  COUNTRY     -  DOMINICAN REPUBLIC
 AB9275  USGS QUAD   -  
 AB9275
 AB9275                         *CURRENT SURVEY CONTROL
 AB9275  ______________________________________________________________________
 AB9275* NAD 83(2011) POSITION- 18 28 02.92872(N) 069 52 32.10553(W)   NO CHECK
 AB9275* NAD 83(2011) ELLIP HT-   -16.582 (meters)        (06/27/12)   NO CHECK
 AB9275* NAD 83(2011) EPOCH   -  2010.00
 AB9275* LMSL    ORTHO HEIGHT -    16.    (meters)       52.    (feet) GPS OBS
 AB9275  ______________________________________________________________________
 AB9275  LMSL orthometric height was determined with geoid model       EGM96
 AB9275  GEOID HEIGHT    -        -35.754 (meters)                     EGM96
 AB9275  GEOID HEIGHT    -        -35.531 (meters)                     EGM08
 AB9275  NAD 83(2011) X  -  2,082,147.944 (meters)                     COMP
 AB9275  NAD 83(2011) Y  - -5,682,232.797 (meters)                     COMP
 AB9275  NAD 83(2011) Z  -  2,007,523.152 (meters)                     COMP
 AB9275  LAPLACE CORR    -         -3.39  (seconds)                    DCAR97
 AB9275
 AB9275  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9275  Standards:
 AB9275         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9275            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9275  -------------------------------------------------------------------
 AB9275  NETWORK    7.57   6.31           0.76   3.84   3.22     -0.31574907
 AB9275  -------------------------------------------------------------------
 AB9275  Click here for local accuracies and other accuracy information.
 AB9275
 AB9275.The horizontal coordinates were established by GPS observations
 AB9275.and adjusted by the National Geodetic Survey in June 2012.
 AB9275
 AB9275.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9275.been affixed to the stable North American tectonic plate. See 
 AB9275.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9275
 AB9275.The horizontal coordinates are valid at the epoch date displayed above
 AB9275.which is a decimal equivalence of Year/Month/Day.
 AB9275
 AB9275.No horizontal observational check was made to the station.
 AB9275
 AB9275.The orthometric height was determined by GPS observations and a
 AB9275.high-resolution geoid model.
 AB9275
 AB9275.No vertical observational check was made to the station.
 AB9275
 AB9275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9275
 AB9275.Click photographs - Photos may exist for this station.
 AB9275
 AB9275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9275
 AB9275.The Laplace correction was computed from DCAR97 derived deflections.
 AB9275
 AB9275.The ellipsoidal height was determined by GPS observations
 AB9275.and is referenced to NAD 83.
 AB9275
 AB9275. The following values were computed from the NAD 83(2011) position.
 AB9275
 AB9275;                    North         East     Units Scale Factor Converg.
 AB9275;UTM  19      - 2,042,130.762   407,552.706   MT  0.99970565   -0 16 38.6
 AB9275
 AB9275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9275!UTM  19      -   1.00000261  x   0.99970565  =   0.99970826
 AB9275
 AB9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA0755242130(NAD 83)
 AB9275
 AB9275                          SUPERSEDED SURVEY CONTROL
 AB9275
 AB9275  NAD 83(2007)-  18 28 02.92730(N)    069 52 32.11181(W) AD(2002.00) 0
 AB9275  ELLIP H (02/10/07)  -16.584  (m)                       GP(2002.00)    
 AB9275  NAD 83(1996)-  18 28 02.92622(N)    069 52 32.11417(W) AD(       ) 1
 AB9275  ELLIP H (12/09/96)  -16.537  (m)                       GP(       ) 1 1
 AB9275
 AB9275.Superseded values are not recommended for survey control.
 AB9275
 AB9275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9275.See file dsdata.pdf to determine how the superseded data were derived.
 AB9275
 AB9275_MARKER: DD = SURVEY DISK
 AB9275_SETTING: 0 = UNSPECIFIED SETTING
 AB9275_STAMPING: NAVAL ACADEMY GEODESICO INTER-AMERICANO 1957
 AB9275_MARK LOGO: IAGS
 AB9275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9275+STABILITY: SURFACE MOTION
 AB9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9275+SATELLITE: SATELLITE OBSERVATIONS - 1957
 AB9275
 AB9275  HISTORY     - Date     Condition        Report By
 AB9275  HISTORY     - 1957     MONUMENTED       DRN
 AB9275
 AB9275                          STATION DESCRIPTION
 AB9275
 AB9275'DESCRIBED BY DOMINICAN REPUBLIC NAVY 1957
 AB9275'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 AB9273 ***********************************************************************
 AB9273  DESIGNATION -  PLANTA ELECTRICA
 AB9273  PID         -  AB9273
 AB9273  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 AB9273  COUNTRY     -  DOMINICAN REPUBLIC
 AB9273  USGS QUAD   -  
 AB9273
 AB9273                         *CURRENT SURVEY CONTROL
 AB9273  ______________________________________________________________________
 AB9273* NAD 83(2011) POSITION- 18 25 10.71264(N) 068 56 45.54706(W)   NO CHECK
 AB9273* NAD 83(2011) ELLIP HT-   -10.098 (meters)        (06/27/12)   NO CHECK
 AB9273* NAD 83(2011) EPOCH   -  2010.00
 AB9273* LMSL    ORTHO HEIGHT -    27.56  (meters)       90.4   (feet) LEVELING
 AB9273  ______________________________________________________________________
 AB9273  GEOID HEIGHT    -        -40.375 (meters)                     EGM08
 AB9273  NAD 83(2011) X  -  2,174,665.667 (meters)                     COMP
 AB9273  NAD 83(2011) Y  - -5,649,273.519 (meters)                     COMP
 AB9273  NAD 83(2011) Z  -  2,002,502.234 (meters)                     COMP
 AB9273  LAPLACE CORR    -         -2.44  (seconds)                    DCAR97
 AB9273  VERT ORDER      -  THIRD ?
 AB9273
 AB9273  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9273  Standards:
 AB9273         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9273            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9273  -------------------------------------------------------------------
 AB9273  NETWORK   11.02   8.13           0.96   5.60   4.15     -0.28573421
 AB9273  -------------------------------------------------------------------
 AB9273  Click here for local accuracies and other accuracy information.
 AB9273
 AB9273.The horizontal coordinates were established by GPS observations
 AB9273.and adjusted by the National Geodetic Survey in June 2012.
 AB9273
 AB9273.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9273.been affixed to the stable North American tectonic plate. See 
 AB9273.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9273
 AB9273.The horizontal coordinates are valid at the epoch date displayed above
 AB9273.which is a decimal equivalence of Year/Month/Day.
 AB9273
 AB9273.No horizontal observational check was made to the station.
 AB9273
 AB9273.The orthometric height was determined by differential leveling.
 AB9273.The vertical network tie was performed by a horz. field party for horz.
 AB9273.obs reductions. Reset procedures were used to establish the elevation.
 AB9273
 AB9273.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9273
 AB9273.Click photographs - Photos may exist for this station.
 AB9273
 AB9273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9273
 AB9273.The Laplace correction was computed from DCAR97 derived deflections.
 AB9273
 AB9273.The ellipsoidal height was determined by GPS observations
 AB9273.and is referenced to NAD 83.
 AB9273
 AB9273. The following values were computed from the NAD 83(2011) position.
 AB9273
 AB9273;                    North         East     Units Scale Factor Converg.
 AB9273;UTM  19      - 2,036,615.008   505,704.461   MT  0.99960040   +0 01 01.4
 AB9273
 AB9273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9273!UTM  19      -   1.00000159  x   0.99960040  =   0.99960199
 AB9273
 AB9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0570436615(NAD 83)
 AB9273
 AB9273                          SUPERSEDED SURVEY CONTROL
 AB9273
 AB9273  NAD 83(2007)-  18 25 10.71275(N)    068 56 45.55239(W) AD(2002.00) 0
 AB9273  ELLIP H (02/10/07)  -10.110  (m)                       GP(2002.00)    
 AB9273  NAD 83(1996)-  18 25 10.71189(N)    068 56 45.55381(W) AD(       ) 1
 AB9273  ELLIP H (12/09/96)  -10.070  (m)                       GP(       ) 1 1
 AB9273
 AB9273.Superseded values are not recommended for survey control.
 AB9273
 AB9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9273.See file dsdata.pdf to determine how the superseded data were derived.
 AB9273
 AB9273_MARKER: DS = TRIANGULATION STATION DISK
 AB9273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB9273_SP_SET: CONCRETE STORM DRAIN
 AB9273_MARK LOGO: MCIDR
 AB9273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9273+STABILITY: SURFACE MOTION
 AB9273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9273+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1996
 AB9273
 AB9273  HISTORY     - Date     Condition        Report By
 AB9273  HISTORY     - 1993     MONUMENTED       MCIDR
 AB9273  HISTORY     - 19960323 GOOD             NGS
 AB9273
 AB9273                          STATION DESCRIPTION
 AB9273
 AB9273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9273'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF THE ISLAND OF
 AB9273'DOMINICAN REPUBLIC, NEAR LA ROMANA, AT THE ELECTRIC PLANT NORTH OF THE
 AB9273'AIRPORT AT LA ROMANA.  NEAR AND ACROSS THE ROAD FROM THE SOUTHEAST
 AB9273'CORNER OF THE ELECTRIC PLANT, NORTHWEST OF THE SOUTHEAST CORNER OF A
 AB9273'CHAIN-LINK FENCE, SET IN TOP OF AND 0.2 M (0.7 FT) NORTH-NORTHWEST OF
 AB9273'THE SOUTHEAST CORNER OF A 3 X 6-FOOT CONCRETE STORM DRAIN.
 AB9273'OWNERSHIP--STATE OF DOMINICAN REPUBLIC.  NOTE--THIS STATION IS A BENCH
 AB9273'MARK.  LOCATED 6.4 M (21.0 FT) WEST OF A CHAIN-LINK FENCE, 3.5 M (11.5
 AB9273'FT) NORTH-NORTHEAST OF A CHAIN-LINK FENCE, 0.9 M (3.0 FT) SOUTH OF A
 AB9273'CONCRETE CURB, AND THE STATION IS LEVEL WITH THE ROAD AND FLUSH WITH
 AB9273'THE GROUND SURFACE.  BY R.G. HAYES
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 DR7370 ***********************************************************************
 DR7370  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR7370  DESIGNATION -  PUNTACANADOM2014 CORS ARP
 DR7370  CORS_ID     -  CN05
 DR7370  PID         -  DR7370
 DR7370  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 DR7370  COUNTRY     -  DOMINICAN REPUBLIC
 DR7370  USGS QUAD   -  
 DR7370
 DR7370                         *CURRENT SURVEY CONTROL
 DR7370  ______________________________________________________________________
 DR7370* NAD 83       POSITION- 18 33 50.03006(N) 068 21 33.81677(W)   ADJUSTED
 DR7370* NAD 83       ELLIP HT-   -31.393 (meters)        (11/??/21)   ADJUSTED
 DR7370* NAD 83       EPOCH   -  2010.00
 DR7370  ______________________________________________________________________
 DR7370  GEOID HEIGHT    -        -44.275 (meters)                     EGM08
 DR7370  NAD 83       X  -  2,230,512.664 (meters)                     COMP
 DR7370  NAD 83       Y  - -5,621,987.676 (meters)                     COMP
 DR7370  NAD 83       Z  -  2,017,638.038 (meters)                     COMP
 DR7370
 DR7370.Formal positional accuracy estimates are not available for this CORS
 DR7370.because its coordinates were determined in part using modeled
 DR7370.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR7370.and ellipsoid height can be obtained from the short-term time series.
 DR7370.Additional information regarding modeled velocities is available on
 DR7370.the CORS Coordinates for MYCS2 web page:
 DR7370.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR7370
 DR7370.The coordinates were established by GPS observations
 DR7370.and adjusted by the National Geodetic Survey in November 2021.
 DR7370
 DR7370.The coordinates are valid at the epoch date displayed above
 DR7370.which is a decimal equivalence of Year/Month/Day.
 DR7370
 DR7370.Due to the release of the International GNSS Service (IGS) 2014
 DR7370.realization of the International Terrestrial Reference Frame of 2014
 DR7370.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR7370.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR7370.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR7370.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR7370.currently published epoch of 2010.00.
 DR7370
 DR7370.Additional information on MYCS2 is available at
 DR7370.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR7370
 DR7370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7370
 DR7370.The PID for the CORS L1 Phase Center is DR7371.
 DR7370
 DR7370.Click photographs - Photos may exist for this station.
 DR7370
 DR7370.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR7370
 DR7370.The ellipsoidal height was determined by GPS observations
 DR7370.and is referenced to NAD 83.
 DR7370
 DR7370. The following values were computed from the NAD 83 position.
 DR7370
 DR7370;                    North         East     Units Scale Factor Converg.
 DR7370;UTM  19      - 2,052,695.085   567,598.591   MT  0.99965649   +0 12 14.2
 DR7370
 DR7370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7370!UTM  19      -   1.00000494  x   0.99965649  =   0.99966142
 DR7370
 DR7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA6759852695(NAD 83)
 DR7370
 DR7370                          SUPERSEDED SURVEY CONTROL
 DR7370
 DR7370.No superseded survey control is available for this station.
 DR7370
 DR7370_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR7370
 DR7370                          STATION DESCRIPTION
 DR7370
 DR7370'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 DR7370'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR7370'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR7370'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR7370'https://geodesy.noaa.gov/CORS/data.shtml
 DR7370'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 DR7372 ***********************************************************************
 DR7372  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR7372  DESIGNATION -  PUNTACANADOM2014 CORS GRP
 DR7372  CORS_ID     -  CN05
 DR7372  PID         -  DR7372
 DR7372  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 DR7372  COUNTRY     -  DOMINICAN REPUBLIC
 DR7372  USGS QUAD   -  
 DR7372
 DR7372                         *CURRENT SURVEY CONTROL
 DR7372  ______________________________________________________________________
 DR7372* NAD 83       POSITION- 18 33 50.03006(N) 068 21 33.81677(W)   ADJUSTED
 DR7372* NAD 83       ELLIP HT-   -31.402 (meters)        (11/??/21)   ADJUSTED
 DR7372* NAD 83       EPOCH   -  2010.00
 DR7372  ______________________________________________________________________
 DR7372  GEOID HEIGHT    -        -44.275 (meters)                     EGM08
 DR7372  NAD 83       X  -  2,230,512.661 (meters)                     COMP
 DR7372  NAD 83       Y  - -5,621,987.668 (meters)                     COMP
 DR7372  NAD 83       Z  -  2,017,638.036 (meters)                     COMP
 DR7372  LAPLACE CORR    -         -4.89  (seconds)                    DCAR97
 DR7372
 DR7372.Formal positional accuracy estimates are not available for this CORS
 DR7372.because its coordinates were determined in part using modeled
 DR7372.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR7372.and ellipsoid height can be obtained from the short-term time series.
 DR7372.Additional information regarding modeled velocities is available on
 DR7372.the CORS Coordinates for MYCS2 web page:
 DR7372.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR7372
 DR7372.The horizontal coordinates were established by GPS observations
 DR7372.and adjusted by the National Geodetic Survey in November 2021.
 DR7372
 DR7372.The horizontal coordinates are valid at the epoch date displayed above
 DR7372.which is a decimal equivalence of Year/Month/Day.
 DR7372
 DR7372.Due to the release of the International GNSS Service (IGS) 2014
 DR7372.realization of the International Terrestrial Reference Frame of 2014
 DR7372.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR7372.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR7372.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR7372.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR7372.currently published epoch of 2010.00.
 DR7372
 DR7372.Additional information on MYCS2 is available at
 DR7372.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR7372
 DR7372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7372
 DR7372.Click photographs - Photos may exist for this station.
 DR7372
 DR7372.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR7372
 DR7372.The Laplace correction was computed from DCAR97 derived deflections.
 DR7372
 DR7372.The ellipsoidal height was determined by GPS observations
 DR7372.and is referenced to NAD 83.
 DR7372
 DR7372. The following values were computed from the NAD 83 position.
 DR7372
 DR7372;                    North         East     Units Scale Factor Converg.
 DR7372;UTM  19      - 2,052,695.085   567,598.591   MT  0.99965649   +0 12 14.2
 DR7372
 DR7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7372!UTM  19      -   1.00000494  x   0.99965649  =   0.99966142
 DR7372
 DR7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA6759852695(NAD 83)
 DR7372
 DR7372                          SUPERSEDED SURVEY CONTROL
 DR7372
 DR7372.No superseded survey control is available for this station.
 DR7372
 DR7372_STAMPING: UNKNOWN
 DR7372
 DR7372                          STATION DESCRIPTION
 DR7372
 DR7372'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CN05'
 DR7372'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR7372'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR7372'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR7372'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR7372'   https://geodesy.noaa.gov/corsdata/station_log
 DR7372'   https://geodesy.noaa.gov/CORS
 DR7372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 DR8619 ***********************************************************************
 DR8619  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8619  DESIGNATION -  VALLENUEVDOM2012 CORS ARP
 DR8619  CORS_ID     -  CN06
 DR8619  PID         -  DR8619
 DR8619  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 DR8619  COUNTRY     -  DOMINICAN REPUBLIC
 DR8619  USGS QUAD   -  
 DR8619
 DR8619                         *CURRENT SURVEY CONTROL
 DR8619  ______________________________________________________________________
 DR8619* NAD 83       POSITION- 18 47 23.35406(N) 070 39 21.99700(W)   ADJUSTED
 DR8619* NAD 83       ELLIP HT-  2313.568 (meters)        (02/??/23)   ADJUSTED
 DR8619* NAD 83       EPOCH   -  2010.00
 DR8619  ______________________________________________________________________
 DR8619  GEOID HEIGHT    -        -28.923 (meters)                     EGM08
 DR8619  NAD 83       X  -  2,001,505.142 (meters)                     COMP
 DR8619  NAD 83       Y  - -5,701,397.014 (meters)                     COMP
 DR8619  NAD 83       Z  -  2,042,083.388 (meters)                     COMP
 DR8619
 DR8619.Formal positional accuracy estimates are not available for this CORS
 DR8619.because its coordinates were determined in part using modeled
 DR8619.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR8619.and ellipsoid height can be obtained from the short-term time series.
 DR8619.Additional information regarding modeled velocities is available on
 DR8619.the CORS Coordinates for MYCS2 web page:
 DR8619.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR8619
 DR8619.The coordinates were established by GPS observations
 DR8619.and adjusted by the National Geodetic Survey in February 2023.
 DR8619
 DR8619.The coordinates are valid at the epoch date displayed above
 DR8619.which is a decimal equivalence of Year/Month/Day.
 DR8619
 DR8619.Due to the release of the International GNSS Service (IGS) 2014
 DR8619.realization of the International Terrestrial Reference Frame of 2014
 DR8619.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR8619.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR8619.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR8619.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR8619.currently published epoch of 2010.00.
 DR8619
 DR8619.Additional information on MYCS2 is available at
 DR8619.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR8619
 DR8619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8619
 DR8619.The PID for the CORS L1 Phase Center is DR8620.
 DR8619
 DR8619.Click photographs - Photos may exist for this station.
 DR8619
 DR8619.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8619
 DR8619.The ellipsoidal height was determined by GPS observations
 DR8619.and is referenced to NAD 83.
 DR8619
 DR8619. The following values were computed from the NAD 83 position.
 DR8619
 DR8619;                    North         East     Units Scale Factor Converg.
 DR8619;UTM  19      - 2,078,384.488   325,457.500   MT  0.99997662   -0 32 00.8
 DR8619
 DR8619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8619!UTM  19      -   0.99963643  x   0.99997662  =   0.99961306
 DR8619
 DR8619_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCA2545778384(NAD 83)
 DR8619
 DR8619                          SUPERSEDED SURVEY CONTROL
 DR8619
 DR8619.No superseded survey control is available for this station.
 DR8619
 DR8619_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR8619
 DR8619                          STATION DESCRIPTION
 DR8619
 DR8619'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DR8619'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DR8619'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DR8619'ACCESSIBLE AT THE WORLDWIDE WEB.
 DR8619'https://geodesy.noaa.gov/CORS/data.shtml
 DR8619'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:20:21 EDT
 DR8621 ***********************************************************************
 DR8621  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR8621  DESIGNATION -  VALLENUEVDOM2012 CORS GRP
 DR8621  CORS_ID     -  CN06
 DR8621  PID         -  DR8621
 DR8621  STATE/COUNTY-  DR/PROVINCE OF DOMINICAN REPUBLIC
 DR8621  COUNTRY     -  DOMINICAN REPUBLIC
 DR8621  USGS QUAD   -  
 DR8621
 DR8621                         *CURRENT SURVEY CONTROL
 DR8621  ______________________________________________________________________
 DR8621* NAD 83       POSITION- 18 47 23.35406(N) 070 39 21.99700(W)   ADJUSTED
 DR8621* NAD 83       ELLIP HT-  2313.560 (meters)        (02/??/23)   ADJUSTED
 DR8621* NAD 83       EPOCH   -  2010.00
 DR8621  ______________________________________________________________________
 DR8621  GEOID HEIGHT    -        -28.923 (meters)                     EGM08
 DR8621  NAD 83       X  -  2,001,505.139 (meters)                     COMP
 DR8621  NAD 83       Y  - -5,701,397.007 (meters)                     COMP
 DR8621  NAD 83       Z  -  2,042,083.386 (meters)                     COMP
 DR8621  LAPLACE CORR    -         -3.23  (seconds)                    DCAR97
 DR8621
 DR8621.Formal positional accuracy estimates are not available for this CORS
 DR8621.because its coordinates were determined in part using modeled
 DR8621.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DR8621.and ellipsoid height can be obtained from the short-term time series.
 DR8621.Additional information regarding modeled velocities is available on
 DR8621.the CORS Coordinates for MYCS2 web page:
 DR8621.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DR8621
 DR8621.The horizontal coordinates were established by GPS observations
 DR8621.and adjusted by the National Geodetic Survey in February 2023.
 DR8621
 DR8621.The horizontal coordinates are valid at the epoch date displayed above
 DR8621.which is a decimal equivalence of Year/Month/Day.
 DR8621
 DR8621.Due to the release of the International GNSS Service (IGS) 2014
 DR8621.realization of the International Terrestrial Reference Frame of 2014
 DR8621.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DR8621.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DR8621.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DR8621.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DR8621.currently published epoch of 2010.00.
 DR8621
 DR8621.Additional information on MYCS2 is available at
 DR8621.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DR8621
 DR8621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8621
 DR8621.Click photographs - Photos may exist for this station.
 DR8621
 DR8621.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR8621
 DR8621.The Laplace correction was computed from DCAR97 derived deflections.
 DR8621
 DR8621.The ellipsoidal height was determined by GPS observations
 DR8621.and is referenced to NAD 83.
 DR8621
 DR8621. The following values were computed from the NAD 83 position.
 DR8621
 DR8621;                    North         East     Units Scale Factor Converg.
 DR8621;UTM  19      - 2,078,384.488   325,457.500   MT  0.99997662   -0 32 00.8
 DR8621
 DR8621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8621!UTM  19      -   0.99963643  x   0.99997662  =   0.99961306
 DR8621
 DR8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCA2545778384(NAD 83)
 DR8621
 DR8621                          SUPERSEDED SURVEY CONTROL
 DR8621
 DR8621.No superseded survey control is available for this station.
 DR8621
 DR8621_STAMPING: UNKNOWN
 DR8621
 DR8621                          STATION DESCRIPTION
 DR8621
 DR8621'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CN06'
 DR8621'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DR8621'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DR8621'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DR8621'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DR8621'   https://geodesy.noaa.gov/corsdata/station_log
 DR8621'   https://geodesy.noaa.gov/CORS
 DR8621'RECOVERED AS DESCRIBED.

 *** retrieval complete.
