














                                  SURVEY CONTROL DATA
                                
                             STATE=DR
                             [MARCH  2, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH  2, 2009
 AB9274 ***********************************************************************
 AB9274  DESIGNATION -  7+50
 AB9274  PID         -  AB9274
 AB9274  COUNTRY     -  DOMINICAN REPUBLIC
 AB9274  USGS QUAD   -  
 AB9274
 AB9274                         *CURRENT SURVEY CONTROL
 AB9274  ___________________________________________________________________
 AB9274* NAD 83(2007)-  18 25 06.25827(N)    068 57 39.16947(W)     NO CHECK  
 AB9274* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 AB9274  ___________________________________________________________________
 AB9274  EPOCH DATE  -        2002.00
 AB9274  X           -   2,173,204.369 (meters)                     COMP
 AB9274  Y           -  -5,649,857.938 (meters)                     COMP
 AB9274  Z           -   2,002,364.760 (meters)                     COMP
 AB9274  LAPLACE CORR-          -2.65  (seconds)                    DCAR97
 AB9274  ELLIP HEIGHT-         -33.951 (meters)          (02/10/07) NO CHECK
 AB9274  GEOID HEIGHT-         -40.42  (meters)                     CARIB97
 AB9274
 AB9274  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9274  Type    PID    Designation                      North   East  Ellip
 AB9274  -------------------------------------------------------------------
 AB9274  NETWORK AB9274 7+50                              2.37   7.68   4.49
 AB9274  -------------------------------------------------------------------
 AB9274
 AB9274.The horizontal coordinates were established by GPS observations
 AB9274.and adjusted by the National Geodetic Survey in February 2007.
 AB9274
 AB9274.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9274.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9274.No horizontal observational check was made to the station.
 AB9274.The horizontal coordinates are valid at the epoch date displayed above.
 AB9274.The epoch date for horizontal control is a decimal equivalence
 AB9274.of Year/Month/Day.
 AB9274
 AB9274.The orthometric height was determined by GPS observations and a
 AB9274.high-resolution geoid model.
 AB9274.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AB9274
 AB9274.The ellipsoidal height was determined by GPS observations
 AB9274.and is referenced to NAD 83.
 AB9274
 AB9274
 AB9274;                    North         East     Units Scale Factor Converg.
 AB9274;UTM  19      - 2,036,477.705   504,131.426   MT  0.99960021   +0 00 44.5
 AB9274
 AB9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9274!UTM  19      -   1.00000534  x   0.99960021  =   0.99960555
 AB9274
 AB9274                          SUPERSEDED SURVEY CONTROL
 AB9274
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9274.See file dsdata.txt to determine how the superseded data were derived.
 AB9274
 AB9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0413136478(NAD 83)
 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 = MARCH  2, 2009
 AB9546 ***********************************************************************
 AB9546  DESIGNATION -  AS6D IGU
 AB9546  PID         -  AB9546
 AB9546  COUNTRY     -  DOMINICAN REPUBLIC
 AB9546  USGS QUAD   -  
 AB9546
 AB9546                         *CURRENT SURVEY CONTROL
 AB9546  ___________________________________________________________________
 AB9546* NAD 83(1996)-  18 26 38.54378(N)    069 40 26.11490(W)     ADJUSTED  
 AB9546* LOCAL TIDAL -        11.0    (meters)      36.     (feet)  GPS OBS   
 AB9546  ___________________________________________________________________
 AB9546  X           -   2,102,417.972 (meters)                     COMP
 AB9546  Y           -  -5,675,633.597 (meters)                     COMP
 AB9546  Z           -   2,005,060.078 (meters)                     COMP
 AB9546  LAPLACE CORR-          -3.33  (seconds)                    DCAR97
 AB9546  ELLIP HEIGHT-         -22.965 (meters)          (01/02/97) ADJUSTED
 AB9546  GEOID HEIGHT-         -37.05  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9546
 AB9546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9546
 AB9546.The ellipsoidal height was determined by GPS observations
 AB9546.and is referenced to NAD 83.
 AB9546
 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                          SUPERSEDED SURVEY CONTROL
 AB9546
 AB9546.No superseded survey control is available for this station.
 AB9546
 AB9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2883639446(NAD 83)
 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 = MARCH  2, 2009
 AB9547 ***********************************************************************
 AB9547  DESIGNATION -  AS6F IGU
 AB9547  PID         -  AB9547
 AB9547  COUNTRY     -  DOMINICAN REPUBLIC
 AB9547  USGS QUAD   -  
 AB9547
 AB9547                         *CURRENT SURVEY CONTROL
 AB9547  ___________________________________________________________________
 AB9547* NAD 83(1996)-  18 24 55.59599(N)    069 39 48.30338(W)     ADJUSTED  
 AB9547* LOCAL TIDAL -        16.7    (meters)      55.     (feet)  GPS OBS   
 AB9547  ___________________________________________________________________
 AB9547  X           -   2,103,807.932 (meters)                     COMP
 AB9547  Y           -  -5,676,191.240 (meters)                     COMP
 AB9547  Z           -   2,002,058.928 (meters)                     COMP
 AB9547  LAPLACE CORR-          -3.16  (seconds)                    DCAR97
 AB9547  ELLIP HEIGHT-         -17.500 (meters)          (01/02/97) ADJUSTED
 AB9547  GEOID HEIGHT-         -37.33  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9547
 AB9547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9547
 AB9547.The ellipsoidal height was determined by GPS observations
 AB9547.and is referenced to NAD 83.
 AB9547
 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                          SUPERSEDED SURVEY CONTROL
 AB9547
 AB9547.No superseded survey control is available for this station.
 AB9547
 AB9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2993436278(NAD 83)
 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 = MARCH  2, 2009
 AB9278 ***********************************************************************
 AB9278  DESIGNATION -  MALECON
 AB9278  PID         -  AB9278
 AB9278  COUNTRY     -  DOMINICAN REPUBLIC
 AB9278  USGS QUAD   -  
 AB9278
 AB9278                         *CURRENT SURVEY CONTROL
 AB9278  ___________________________________________________________________
 AB9278* NAD 83(2007)-  19 48 19.55911(N)    070 41 45.55177(W)     NO CHECK  
 AB9278* LOCAL TIDAL -         4.     (meters)      13.     (feet)  GPS OBS   
 AB9278  ___________________________________________________________________
 AB9278  EPOCH DATE  -        2002.00
 AB9278  X           -   1,984,519.549 (meters)                     COMP
 AB9278  Y           -  -5,665,626.000 (meters)                     COMP
 AB9278  Z           -   2,147,432.129 (meters)                     COMP
 AB9278  LAPLACE CORR-          -6.07  (seconds)                    DCAR97
 AB9278  ELLIP HEIGHT-         -35.426 (meters)          (02/10/07) NO CHECK
 AB9278  GEOID HEIGHT-         -41.90  (meters)                     CARIB97
 AB9278
 AB9278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9278  Type    PID    Designation                      North   East  Ellip
 AB9278  -------------------------------------------------------------------
 AB9278  NETWORK AB9278 MALECON                           3.76  26.17  11.74
 AB9278  -------------------------------------------------------------------
 AB9278
 AB9278.The horizontal coordinates were established by GPS observations
 AB9278.and adjusted by the National Geodetic Survey in February 2007.
 AB9278
 AB9278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9278.No horizontal observational check was made to the station.
 AB9278.The horizontal coordinates are valid at the epoch date displayed above.
 AB9278.The epoch date for horizontal control is a decimal equivalence
 AB9278.of Year/Month/Day.
 AB9278
 AB9278.The orthometric height was determined by GPS observations and a
 AB9278.high-resolution geoid model.
 AB9278.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AB9278
 AB9278.The ellipsoidal height was determined by GPS observations
 AB9278.and is referenced to NAD 83.
 AB9278
 AB9278
 AB9278;                    North         East     Units Scale Factor Converg.
 AB9278;UTM  19      - 2,190,841.798   322,353.855   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                          SUPERSEDED SURVEY CONTROL
 AB9278
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9278.See file dsdata.txt to determine how the superseded data were derived.
 AB9278
 AB9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB2235490842(NAD 83)
 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 = MARCH  2, 2009
 AB9272 ***********************************************************************
 AB9272  DESIGNATION -  MDLR A
 AB9272  PID         -  AB9272
 AB9272  COUNTRY     -  DOMINICAN REPUBLIC
 AB9272  USGS QUAD   -  
 AB9272
 AB9272                         *CURRENT SURVEY CONTROL
 AB9272  ___________________________________________________________________
 AB9272* NAD 83(2007)-  18 24 53.40792(N)    068 57 06.65177(W)     ADJUSTED  
 AB9272* LOCAL TIDAL -         5.7    (meters)      19.     (feet)  GPS OBS   
 AB9272  ___________________________________________________________________
 AB9272  EPOCH DATE  -        2002.00
 AB9272  X           -   2,174,140.846 (meters)                     COMP
 AB9272  Y           -  -5,649,634.284 (meters)                     COMP
 AB9272  Z           -   2,001,990.805 (meters)                     COMP
 AB9272  LAPLACE CORR-          -2.50  (seconds)                    DCAR97
 AB9272  ELLIP HEIGHT-         -31.093 (meters)          (02/10/07) ADJUSTED
 AB9272  GEOID HEIGHT-         -40.47  (meters)                     CARIB97
 AB9272
 AB9272  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9272  Type    PID    Designation                      North   East  Ellip
 AB9272  -------------------------------------------------------------------
 AB9272  NETWORK AB9272 MDLR A                            0.90   7.27   3.68
 AB9272  -------------------------------------------------------------------
 AB9272
 AB9272.The horizontal coordinates were established by GPS observations
 AB9272.and adjusted by the National Geodetic Survey in February 2007.
 AB9272
 AB9272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9272.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9272.The horizontal coordinates are valid at the epoch date displayed above.
 AB9272.The epoch date for horizontal control is a decimal equivalence
 AB9272.of Year/Month/Day.
 AB9272
 AB9272.The orthometric height was determined by GPS observations and a
 AB9272.high-resolution geoid model.
 AB9272
 AB9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9272
 AB9272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9272
 AB9272.The ellipsoidal height was determined by GPS observations
 AB9272.and is referenced to NAD 83.
 AB9272
 AB9272
 AB9272;                    North         East     Units Scale Factor Converg.
 AB9272;UTM  19      - 2,036,082.997   505,085.475   MT  0.99960032   +0 00 54.8
 AB9272
 AB9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9272!UTM  19      -   1.00000489  x   0.99960032  =   0.99960521
 AB9272
 AB9272:                Primary Azimuth Mark                     Grid Az
 AB9272:UTM  19      -  MDLR C                                   108 13 18.2
 AB9272
 AB9272|---------------------------------------------------------------------|
 AB9272| PID    Reference Object                     Distance      Geod. Az  |
 AB9272|                                                           dddmmss.s |
 AB9272| AB9739 MDLR C                              APPROX. 1.7 KM 1081413.0 |
 AB9272| AB9738 MDLR B                              APPROX. 0.7 KM 1151752.4 |
 AB9272|---------------------------------------------------------------------|
 AB9272
 AB9272                          SUPERSEDED SURVEY CONTROL
 AB9272
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9272.See file dsdata.txt to determine how the superseded data were derived.
 AB9272
 AB9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0508536083(NAD 83)
 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 = MARCH  2, 2009
 AB9738 ***********************************************************************
 AB9738  DESIGNATION -  MDLR B
 AB9738  PID         -  AB9738
 AB9738  COUNTRY     -  DOMINICAN REPUBLIC
 AB9738  USGS QUAD   -  
 AB9738
 AB9738                         *CURRENT SURVEY CONTROL
 AB9738  ___________________________________________________________________
 AB9738* NAD 83(1996)-  18 24 43.87955(N)    068 56 45.53362(W)     ADJUSTED  
 AB9738* LOCAL TIDAL -         4.6    (meters)      15.     (feet)  GPS OBS   
 AB9738  ___________________________________________________________________
 AB9738  X           -   2,174,752.140 (meters)                     COMP
 AB9738  Y           -  -5,649,497.058 (meters)                     COMP
 AB9738  Z           -   2,001,712.505 (meters)                     COMP
 AB9738  LAPLACE CORR-          -2.36  (seconds)                    DCAR97
 AB9738  ELLIP HEIGHT-         -32.176 (meters)          (01/06/97) ADJUSTED
 AB9738  GEOID HEIGHT-         -40.50  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9738
 AB9738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9738
 AB9738.The ellipsoidal height was determined by GPS observations
 AB9738.and is referenced to NAD 83.
 AB9738
 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 16 57.7
 AB9738
 AB9738|---------------------------------------------------------------------|
 AB9738| PID    Reference Object                     Distance      Geod. Az  |
 AB9738|                                                           dddmmss.s |
 AB9738| AB9272 MDLR A                              APPROX. 0.7 KM 2951759.1 |
 AB9738|---------------------------------------------------------------------|
 AB9738
 AB9738                          SUPERSEDED SURVEY CONTROL
 AB9738
 AB9738.No superseded survey control is available for this station.
 AB9738
 AB9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0570535790(NAD 83)
 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 = MARCH  2, 2009
 AB9739 ***********************************************************************
 AB9739  DESIGNATION -  MDLR C
 AB9739  PID         -  AB9739
 AB9739  COUNTRY     -  DOMINICAN REPUBLIC
 AB9739  USGS QUAD   -  
 AB9739
 AB9739                         *CURRENT SURVEY CONTROL
 AB9739  ___________________________________________________________________
 AB9739* NAD 83(1996)-  18 24 36.00738(N)    068 56 11.33679(W)     ADJUSTED  
 AB9739* LOCAL TIDAL -         5.9    (meters)      19.     (feet)  GPS OBS   
 AB9739  ___________________________________________________________________
 AB9739  X           -   2,175,716.642 (meters)                     COMP
 AB9739  Y           -  -5,649,208.860 (meters)                     COMP
 AB9739  Z           -   2,001,483.250 (meters)                     COMP
 AB9739  LAPLACE CORR-          -2.21  (seconds)                    DCAR97
 AB9739  ELLIP HEIGHT-         -30.936 (meters)          (01/06/97) ADJUSTED
 AB9739  GEOID HEIGHT-         -40.54  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9739
 AB9739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9739
 AB9739.The ellipsoidal height was determined by GPS observations
 AB9739.and is referenced to NAD 83.
 AB9739
 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 18.3
 AB9739
 AB9739|---------------------------------------------------------------------|
 AB9739| PID    Reference Object                     Distance      Geod. Az  |
 AB9739|                                                           dddmmss.s |
 AB9739| AB9272 MDLR A                              APPROX. 1.7 KM 2881430.5 |
 AB9739|---------------------------------------------------------------------|
 AB9739
 AB9739                          SUPERSEDED SURVEY CONTROL
 AB9739
 AB9739.No superseded survey control is available for this station.
 AB9739
 AB9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0670835549(NAD 83)
 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 = MARCH  2, 2009
 AB9277 ***********************************************************************
 AB9277  DESIGNATION -  MDPP A
 AB9277  PID         -  AB9277
 AB9277  COUNTRY     -  DOMINICAN REPUBLIC
 AB9277  USGS QUAD   -  
 AB9277
 AB9277                         *CURRENT SURVEY CONTROL
 AB9277  ___________________________________________________________________
 AB9277* NAD 83(2007)-  19 45 29.19087(N)    070 33 56.39501(W)     ADJUSTED  
 AB9277* LOCAL TIDAL -         6.4    (meters)      21.     (feet)  GPS OBS   
 AB9277  ___________________________________________________________________
 AB9277  EPOCH DATE  -        2002.00
 AB9277  X           -   1,997,991.923 (meters)                     COMP
 AB9277  Y           -  -5,662,772.087 (meters)                     COMP
 AB9277  Z           -   2,142,503.399 (meters)                     COMP
 AB9277  LAPLACE CORR-          -4.02  (seconds)                    DCAR97
 AB9277  ELLIP HEIGHT-         -32.512 (meters)          (02/10/07) ADJUSTED
 AB9277  GEOID HEIGHT-         -41.84  (meters)                     CARIB97
 AB9277
 AB9277  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9277  Type    PID    Designation                      North   East  Ellip
 AB9277  -------------------------------------------------------------------
 AB9277  NETWORK AB9277 MDPP A                            1.27  10.56   4.88
 AB9277  -------------------------------------------------------------------
 AB9277
 AB9277.The horizontal coordinates were established by GPS observations
 AB9277.and adjusted by the National Geodetic Survey in February 2007.
 AB9277
 AB9277.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9277.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9277.The horizontal coordinates are valid at the epoch date displayed above.
 AB9277.The epoch date for horizontal control is a decimal equivalence
 AB9277.of Year/Month/Day.
 AB9277
 AB9277.The orthometric height was determined by GPS observations and a
 AB9277.high-resolution geoid model.
 AB9277
 AB9277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9277
 AB9277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9277
 AB9277.The ellipsoidal height was determined by GPS observations
 AB9277.and is referenced to NAD 83.
 AB9277
 AB9277
 AB9277;                    North         East     Units Scale Factor Converg.
 AB9277;UTM  19      - 2,185,471.768   335,958.653   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 52.3
 AB9277
 AB9277|---------------------------------------------------------------------|
 AB9277| PID    Reference Object                     Distance      Geod. Az  |
 AB9277|                                                           dddmmss.s |
 AB9277| AB9734 MDPP B                              APPROX. 1.1 KM 0625006.5 |
 AB9277| AB9735 MDPP C                              483.012 METERS 2775406.6 |
 AB9277|---------------------------------------------------------------------|
 AB9277
 AB9277                          SUPERSEDED SURVEY CONTROL
 AB9277
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9277.See file dsdata.txt to determine how the superseded data were derived.
 AB9277
 AB9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB3595985472(NAD 83)
 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 = MARCH  2, 2009
 AB9734 ***********************************************************************
 AB9734  DESIGNATION -  MDPP B
 AB9734  PID         -  AB9734
 AB9734  COUNTRY     -  DOMINICAN REPUBLIC
 AB9734  USGS QUAD   -  
 AB9734
 AB9734                         *CURRENT SURVEY CONTROL
 AB9734  ___________________________________________________________________
 AB9734* NAD 83(1996)-  19 45 45.39151(N)    070 33 23.04581(W)     ADJUSTED  
 AB9734* LOCAL TIDAL -         3.6    (meters)      12.     (feet)  GPS OBS   
 AB9734  ___________________________________________________________________
 AB9734  X           -   1,998,850.500 (meters)                     COMP
 AB9734  Y           -  -5,662,287.614 (meters)                     COMP
 AB9734  Z           -   2,142,971.270 (meters)                     COMP
 AB9734  LAPLACE CORR-          -3.88  (seconds)                    DCAR97
 AB9734  ELLIP HEIGHT-         -35.374 (meters)          (01/06/97) ADJUSTED
 AB9734  GEOID HEIGHT-         -41.99  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9734
 AB9734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9734
 AB9734.The ellipsoidal height was determined by GPS observations
 AB9734.and is referenced to NAD 83.
 AB9734
 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 52.7
 AB9734
 AB9734|---------------------------------------------------------------------|
 AB9734| PID    Reference Object                     Distance      Geod. Az  |
 AB9734|                                                           dddmmss.s |
 AB9734| AB9277 MDPP A                              APPROX. 1.1 KM 2425017.8 |
 AB9734|---------------------------------------------------------------------|
 AB9734
 AB9734                          SUPERSEDED SURVEY CONTROL
 AB9734
 AB9734.No superseded survey control is available for this station.
 AB9734
 AB9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB3693485961(NAD 83)
 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 = MARCH  2, 2009
 AB9735 ***********************************************************************
 AB9735  DESIGNATION -  MDPP C
 AB9735  PID         -  AB9735
 AB9735  COUNTRY     -  DOMINICAN REPUBLIC
 AB9735  USGS QUAD   -  
 AB9735
 AB9735                         *CURRENT SURVEY CONTROL
 AB9735  ___________________________________________________________________
 AB9735* NAD 83(1996)-  19 45 31.35007(N)    070 34 12.82861(W)     ADJUSTED  
 AB9735* LOCAL TIDAL -         5.1    (meters)      17.     (feet)  GPS OBS   
 AB9735  ___________________________________________________________________
 AB9735  X           -   1,997,532.917 (meters)                     COMP
 AB9735  Y           -  -5,662,909.046 (meters)                     COMP
 AB9735  Z           -   2,142,565.490 (meters)                     COMP
 AB9735  LAPLACE CORR-          -4.09  (seconds)                    DCAR97
 AB9735  ELLIP HEIGHT-         -33.684 (meters)          (01/06/97) ADJUSTED
 AB9735  GEOID HEIGHT-         -41.83  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9735
 AB9735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9735
 AB9735.The ellipsoidal height was determined by GPS observations
 AB9735.and is referenced to NAD 83.
 AB9735
 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 52.4
 AB9735
 AB9735|---------------------------------------------------------------------|
 AB9735| PID    Reference Object                     Distance      Geod. Az  |
 AB9735|                                                           dddmmss.s |
 AB9735| AB9277 MDPP A                              483.012 METERS 0975401.0 |
 AB9735|---------------------------------------------------------------------|
 AB9735
 AB9735                          SUPERSEDED SURVEY CONTROL
 AB9735
 AB9735.No superseded survey control is available for this station.
 AB9735
 AB9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QCB3548185543(NAD 83)
 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 = MARCH  2, 2009
 AB9276 ***********************************************************************
 AB9276  DESIGNATION -  MDSD A
 AB9276  PID         -  AB9276
 AB9276  COUNTRY     -  DOMINICAN REPUBLIC
 AB9276  USGS QUAD   -  
 AB9276
 AB9276                         *CURRENT SURVEY CONTROL
 AB9276  ___________________________________________________________________
 AB9276* NAD 83(2007)-  18 25 53.59483(N)    069 40 22.41995(W)     ADJUSTED  
 AB9276* LOCAL TIDAL -        10.6    (meters)      35.     (feet)  GPS OBS   
 AB9276  ___________________________________________________________________
 AB9276  EPOCH DATE  -        2002.00
 AB9276  X           -   2,102,671.296 (meters)                     COMP
 AB9276  Y           -  -5,676,005.313 (meters)                     COMP
 AB9276  Z           -   2,003,748.851 (meters)                     COMP
 AB9276  LAPLACE CORR-          -3.22  (seconds)                    DCAR97
 AB9276  ELLIP HEIGHT-         -23.518 (meters)          (02/10/07) ADJUSTED
 AB9276  GEOID HEIGHT-         -37.14  (meters)                     CARIB97
 AB9276
 AB9276  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9276  Type    PID    Designation                      North   East  Ellip
 AB9276  -------------------------------------------------------------------
 AB9276  NETWORK AB9276 MDSD A                            0.96   6.41   3.76
 AB9276  -------------------------------------------------------------------
 AB9276
 AB9276.The horizontal coordinates were established by GPS observations
 AB9276.and adjusted by the National Geodetic Survey in February 2007.
 AB9276
 AB9276.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9276.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9276.The horizontal coordinates are valid at the epoch date displayed above.
 AB9276.The epoch date for horizontal control is a decimal equivalence
 AB9276.of Year/Month/Day.
 AB9276
 AB9276.The orthometric height was determined by GPS observations and a
 AB9276.high-resolution geoid model.
 AB9276
 AB9276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9276
 AB9276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9276
 AB9276.The ellipsoidal height was determined by GPS observations
 AB9276.and is referenced to NAD 83.
 AB9276
 AB9276
 AB9276;                    North         East     Units Scale Factor Converg.
 AB9276;UTM  19      - 2,038,064.018   428,939.603   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 58 35.3
 AB9276
 AB9276|---------------------------------------------------------------------|
 AB9276| PID    Reference Object                     Distance      Geod. Az  |
 AB9276|                                                           dddmmss.s |
 AB9276| AB9545 MDSD C                              APPROX. 0.6 KM 3434549.4 |
 AB9276|---------------------------------------------------------------------|
 AB9276
 AB9276                          SUPERSEDED SURVEY CONTROL
 AB9276
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9276.See file dsdata.txt to determine how the superseded data were derived.
 AB9276
 AB9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2894038064(NAD 83)
 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 = MARCH  2, 2009
 AB9544 ***********************************************************************
 AB9544  DESIGNATION -  MDSD B
 AB9544  PID         -  AB9544
 AB9544  COUNTRY     -  DOMINICAN REPUBLIC
 AB9544  USGS QUAD   -  
 AB9544
 AB9544                         *CURRENT SURVEY CONTROL
 AB9544  ___________________________________________________________________
 AB9544* NAD 83(1996)-  18 24 54.15233(N)    069 39 51.78521(W)     ADJUSTED  
 AB9544* LOCAL TIDAL -        16.0    (meters)      52.     (feet)  GPS OBS   
 AB9544  ___________________________________________________________________
 AB9544  X           -   2,103,716.774 (meters)                     COMP
 AB9544  Y           -  -5,676,239.324 (meters)                     COMP
 AB9544  Z           -   2,002,016.610 (meters)                     COMP
 AB9544  LAPLACE CORR-          -3.15  (seconds)                    DCAR97
 AB9544  ELLIP HEIGHT-         -18.148 (meters)          (01/02/97) ADJUSTED
 AB9544  GEOID HEIGHT-         -37.33  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9544
 AB9544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9544
 AB9544.The ellipsoidal height was determined by GPS observations
 AB9544.and is referenced to NAD 83.
 AB9544
 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                          SUPERSEDED SURVEY CONTROL
 AB9544
 AB9544.No superseded survey control is available for this station.
 AB9544
 AB9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2983236234(NAD 83)
 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 = MARCH  2, 2009
 AB9545 ***********************************************************************
 AB9545  DESIGNATION -  MDSD C
 AB9545  PID         -  AB9545
 AB9545  COUNTRY     -  DOMINICAN REPUBLIC
 AB9545  USGS QUAD   -  
 AB9545
 AB9545                         *CURRENT SURVEY CONTROL
 AB9545  ___________________________________________________________________
 AB9545* NAD 83(1996)-  18 26 12.65881(N)    069 40 28.23673(W)     ADJUSTED  
 AB9545* LOCAL TIDAL -        10.0    (meters)      33.     (feet)  GPS OBS   
 AB9545  ___________________________________________________________________
 AB9545  X           -   2,102,446.689 (meters)                     COMP
 AB9545  Y           -  -5,675,890.372 (meters)                     COMP
 AB9545  Z           -   2,004,304.760 (meters)                     COMP
 AB9545  LAPLACE CORR-          -3.26  (seconds)                    DCAR97
 AB9545  ELLIP HEIGHT-         -24.001 (meters)          (01/02/97) ADJUSTED
 AB9545  GEOID HEIGHT-         -37.09  (meters)                     CARIB97
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9545
 AB9545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9545
 AB9545.The ellipsoidal height was determined by GPS observations
 AB9545.and is referenced to NAD 83.
 AB9545
 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 58 35.6
 AB9545
 AB9545|---------------------------------------------------------------------|
 AB9545| PID    Reference Object                     Distance      Geod. Az  |
 AB9545|                                                           dddmmss.s |
 AB9545| AB9276 MDSD A                              APPROX. 0.6 KM 1634547.6 |
 AB9545|---------------------------------------------------------------------|
 AB9545
 AB9545                          SUPERSEDED SURVEY CONTROL
 AB9545
 AB9545.No superseded survey control is available for this station.
 AB9545
 AB9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA2877138651(NAD 83)
 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 = MARCH  2, 2009
 AB9275 ***********************************************************************
 AB9275  DESIGNATION -  NAVAL ACADEMY
 AB9275  PID         -  AB9275
 AB9275  COUNTRY     -  DOMINICAN REPUBLIC
 AB9275  USGS QUAD   -  
 AB9275
 AB9275                         *CURRENT SURVEY CONTROL
 AB9275  ___________________________________________________________________
 AB9275* NAD 83(2007)-  18 28 02.92730(N)    069 52 32.11181(W)     NO CHECK  
 AB9275* LOCAL TIDAL -        16.     (meters)      52.     (feet)  GPS OBS   
 AB9275  ___________________________________________________________________
 AB9275  EPOCH DATE  -        2002.00
 AB9275  X           -   2,082,147.775 (meters)                     COMP
 AB9275  Y           -  -5,682,232.871 (meters)                     COMP
 AB9275  Z           -   2,007,523.110 (meters)                     COMP
 AB9275  LAPLACE CORR-          -3.39  (seconds)                    DCAR97
 AB9275  ELLIP HEIGHT-         -16.584 (meters)          (02/10/07) NO CHECK
 AB9275  GEOID HEIGHT-         -35.84  (meters)                     CARIB97
 AB9275
 AB9275  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9275  Type    PID    Designation                      North   East  Ellip
 AB9275  -------------------------------------------------------------------
 AB9275  NETWORK AB9275 NAVAL ACADEMY                     1.41   6.49   5.57
 AB9275  -------------------------------------------------------------------
 AB9275
 AB9275.The horizontal coordinates were established by GPS observations
 AB9275.and adjusted by the National Geodetic Survey in February 2007.
 AB9275
 AB9275.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9275.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9275.No horizontal observational check was made to the station.
 AB9275.The horizontal coordinates are valid at the epoch date displayed above.
 AB9275.The epoch date for horizontal control is a decimal equivalence
 AB9275.of Year/Month/Day.
 AB9275
 AB9275.The orthometric height was determined by GPS observations and a
 AB9275.high-resolution geoid model.
 AB9275.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AB9275
 AB9275.The ellipsoidal height was determined by GPS observations
 AB9275.and is referenced to NAD 83.
 AB9275
 AB9275
 AB9275;                    North         East     Units Scale Factor Converg.
 AB9275;UTM  19      - 2,042,130.719   407,552.521   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                          SUPERSEDED SURVEY CONTROL
 AB9275
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9275.See file dsdata.txt to determine how the superseded data were derived.
 AB9275
 AB9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QDA0755342131(NAD 83)
 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 = MARCH  2, 2009
 AB9273 ***********************************************************************
 AB9273  DESIGNATION -  PLANTA ELECTRICA
 AB9273  PID         -  AB9273
 AB9273  COUNTRY     -  DOMINICAN REPUBLIC
 AB9273  USGS QUAD   -  
 AB9273
 AB9273                         *CURRENT SURVEY CONTROL
 AB9273  ___________________________________________________________________
 AB9273* NAD 83(2007)-  18 25 10.71275(N)    068 56 45.55239(W)     NO CHECK  
 AB9273* LOCAL TIDAL -        27.56   (meters)      90.4    (feet)  LEVELING  
 AB9273  ___________________________________________________________________
 AB9273  EPOCH DATE  -        2002.00
 AB9273  X           -   2,174,665.516 (meters)                     COMP
 AB9273  Y           -  -5,649,273.563 (meters)                     COMP
 AB9273  Z           -   2,002,502.234 (meters)                     COMP
 AB9273  LAPLACE CORR-          -2.44  (seconds)                    DCAR97
 AB9273  ELLIP HEIGHT-         -10.110 (meters)          (02/10/07) NO CHECK
 AB9273  GEOID HEIGHT-         -40.48  (meters)                     CARIB97
 AB9273
 AB9273  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB9273  Type    PID    Designation                      North   East  Ellip
 AB9273  -------------------------------------------------------------------
 AB9273  NETWORK AB9273 PLANTA ELECTRICA                  1.39   7.39   6.82
 AB9273  -------------------------------------------------------------------
 AB9273  VERT ORDER  -  THIRD ?
 AB9273
 AB9273.The horizontal coordinates were established by GPS observations
 AB9273.and adjusted by the National Geodetic Survey in February 2007.
 AB9273
 AB9273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB9273.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB9273.No horizontal observational check was made to the station.
 AB9273.The horizontal coordinates are valid at the epoch date displayed above.
 AB9273.The epoch date for horizontal control is a decimal equivalence
 AB9273.of Year/Month/Day.
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9273
 AB9273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9273
 AB9273.The ellipsoidal height was determined by GPS observations
 AB9273.and is referenced to NAD 83.
 AB9273
 AB9273
 AB9273;                    North         East     Units Scale Factor Converg.
 AB9273;UTM  19      - 2,036,615.011   505,704.305   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                          SUPERSEDED SURVEY CONTROL
 AB9273
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9273.See file dsdata.txt to determine how the superseded data were derived.
 AB9273
 AB9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QEA0570436615(NAD 83)
 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

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