1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5586 *********************************************************************** DE5586 DESIGNATION - 11 R RESET DE5586 PID - DE5586 DE5586 COUNTRY - PUERTO RICO DE5586 USGS QUAD - DE5586 DE5586 *CURRENT SURVEY CONTROL DE5586 ___________________________________________________________________ DE5586* NAD 83(1986)- 18 28 44. (N) 066 41 53. (W) SCALED DE5586* PRVD02 - 3.137 (meters) 10.29 (feet) ADJUSTED DE5586 ___________________________________________________________________ DE5586 GEOID HEIGHT- -46.47 (meters) GEOID99 DE5586 DE5586 VERT ORDER - FIRST CLASS II DE5586 DE5586.The horizontal coordinates were scaled from a topographic map and have DE5586.an estimated accuracy of +/- 6 seconds. DE5586 DE5586.The orthometric height was determined by differential leveling DE5586.and adjusted by the National Geodetic Survey in April 2003. DE5586.No vertical observational check was made to the station. DE5586 DE5586.The geoid height was determined by GEOID99. DE5586 DE5586; North East Units Estimated Accuracy DE5586;SPC PRVI - 271,470. 172,040. MT (+/- 180 meters Scaled) DE5586 DE5586 SUPERSEDED SURVEY CONTROL DE5586 DE5586.No superseded survey control is available for this station. DE5586 DE5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA430447(NAD 83) DE5586_MARKER: DB = BENCH MARK DISK DE5586_SETTING: 31 = BRIDGE WALKWAY DE5586_STAMPING: 11 R 1940 RESET 3.4 ME METERS DE5586_MARK LOGO: USGS DE5586_MAGNETIC: N = NO MAGNETIC MATERIAL DE5586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5586+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 DE5586 DE5586 HISTORY - Date Condition Report By DE5586 HISTORY - 1940 MONUMENTED USGS DE5586 HISTORY - 20020602 GOOD NGS DE5586 DE5586 STATION DESCRIPTION DE5586 DE5586'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5586'1.6 KM (1.0 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5586'STATE HIGHWAY 2 IN DE5586'ARECIBO, IN THE CONCRETE WALKWAY OF A HIGHWAY BRIDGE SPANNING A DE5586'CANAL, 24.5 M SOUTH OF DE5586'THE CENTER OF STATE HIGHWAY 681 LEADING EAST, 6.5 M EAST OF THE CENTER DE5586'OF THE HIGHWAY, DE5586'1.5 M SOUTH OF THE NORTH ABUTMENT OF THE BRIDGE, AND 0.3 M ABOVE THE DE5586'LEVEL OF THE DE5586'HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5586' DE5586' DE5586' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5490 *********************************************************************** DE5490 DESIGNATION - 13 Y DE5490 PID - DE5490 DE5490 COUNTRY - PUERTO RICO DE5490 USGS QUAD - DE5490 DE5490 *CURRENT SURVEY CONTROL DE5490 ___________________________________________________________________ DE5490* NAD 83(1986)- 18 27 10. (N) 066 32 21. (W) SCALED DE5490* PRVD02 - 4.151 (meters) 13.62 (feet) ADJUSTED DE5490 ___________________________________________________________________ DE5490 GEOID HEIGHT- -45.53 (meters) GEOID99 DE5490 DE5490 VERT ORDER - FIRST CLASS II DE5490 DE5490.The horizontal coordinates were scaled from a topographic map and have DE5490.an estimated accuracy of +/- 6 seconds. DE5490 DE5490.The orthometric height was determined by differential leveling DE5490.and adjusted by the National Geodetic Survey in April 2003. DE5490.No vertical observational check was made to the station. DE5490 DE5490.The geoid height was determined by GEOID99. DE5490 DE5490; North East Units Estimated Accuracy DE5490;SPC PRVI - 268,570. 188,820. MT (+/- 180 meters Scaled) DE5490 DE5490 SUPERSEDED SURVEY CONTROL DE5490 DE5490.No superseded survey control is available for this station. DE5490 DE5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA599420(NAD 83) DE5490_MARKER: DB = BENCH MARK DISK DE5490_SETTING: 32 = RETAINING WALL DE5490_STAMPING: 13 Y 1934 DE5490_MARK LOGO: USGS DE5490_MAGNETIC: N = NO MAGNETIC MATERIAL DE5490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5490+STABILITY: SURFACE MOTION DE5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5490+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 DE5490 DE5490 HISTORY - Date Condition Report By DE5490 HISTORY - 1934 MONUMENTED USGS DE5490 HISTORY - 20020602 GOOD NGS DE5490 DE5490 STATION DESCRIPTION DE5490 DE5490'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5490'IN BARCELONETA, AT THE JUNCTION OF STATE HIGHWAYS 140 AND 684, IN TOP DE5490'OF A CONCRETE RETAINING WALL BELOW A SIDEWALK (A PIECE OF SIDEWALK HAS DE5490'BEEN REMOVED TO ACCESS THE MARK), 8.2 M EAST OF THE CENTER OF STATE DE5490'HIGHWAY 684, 6.4 M NORTH OF THE EXTENDED CENTER OF STATE HIGHWAY 140, DE5490'0.2 M WEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE SURROUNDING A DE5490'SCHOOL, 0.2 M ABOVE THE LEVEL OF THE HIGHWAYS, AND 0.1 M BELOW THE DE5490'LEVEL OF THE SIDEWALK. DE5490'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5562 *********************************************************************** DE5562 DESIGNATION - 31 R DE5562 PID - DE5562 DE5562 COUNTRY - PUERTO RICO DE5562 USGS QUAD - DE5562 DE5562 *CURRENT SURVEY CONTROL DE5562 ___________________________________________________________________ DE5562* NAD 83(1986)- 18 26 04. (N) 066 03 34. (W) SCALED DE5562* PRVD02 - 4.206 (meters) 13.80 (feet) ADJUSTED DE5562 ___________________________________________________________________ DE5562 GEOID HEIGHT- -44.74 (meters) GEOID99 DE5562 DE5562 VERT ORDER - FIRST CLASS II DE5562 DE5562.The horizontal coordinates were scaled from a topographic map and have DE5562.an estimated accuracy of +/- 6 seconds. DE5562 DE5562.The orthometric height was determined by differential leveling DE5562.and adjusted by the National Geodetic Survey in April 2003. DE5562.No vertical observational check was made to the station. DE5562 DE5562.The geoid height was determined by GEOID99. DE5562 DE5562; North East Units Estimated Accuracy DE5562;SPC PRVI - 266,570. 239,500. MT (+/- 180 meters Scaled) DE5562 DE5562 SUPERSEDED SURVEY CONTROL DE5562 DE5562.No superseded survey control is available for this station. DE5562 DE5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA106407(NAD 83) DE5562_MARKER: DB = BENCH MARK DISK DE5562_SETTING: 38 = BRIDGE ABUTMENT DE5562_STAMPING: 31 R 1939 4.4 METERS DE5562_MARK LOGO: USGS DE5562_MAGNETIC: N = NO MAGNETIC MATERIAL DE5562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5562+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002 DE5562 DE5562 HISTORY - Date Condition Report By DE5562 HISTORY - 1939 MONUMENTED USGS DE5562 HISTORY - 20020129 GOOD NGS DE5562 DE5562 STATION DESCRIPTION DE5562 DE5562'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5562'1.0 KM (0.65 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5562'STATE HIGHWAY 23 DE5562'IN SAN JUAN, IN TOP OF AND 1.8 M EAST OF THE WEST END OF THE NORTH DE5562'CONCRETE ABUTMENT OF DE5562'THE HIGHWAY BRIDGE SPANNING CAHO DE MARTIN PENA, 8.1 M WEST OF THE DE5562'HIGHWAY CENTER, 1.0 DE5562'M WEST OF THE WEST CURB OF THE HIGHWAY, AND 0.3 M ABOVE THE LEVEL OF DE5562'THE HIGHWAY. DE5562'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5562' DE5562' DE5562' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1513 *********************************************************************** TV1513 TIDAL BM - This is a Tidal Bench Mark. TV1513 DESIGNATION - 975 5371 A TIDAL TV1513 PID - TV1513 TV1513 COUNTRY - PUERTO RICO TV1513 USGS QUAD - TV1513 TV1513 *CURRENT SURVEY CONTROL TV1513 ___________________________________________________________________ TV1513* NAD 83(1997)- 18 27 32.23507(N) 066 06 59.20832(W) ADJUSTED TV1513* PRVD02 - 1.334 (meters) 4.38 (feet) ADJUSTED TV1513 ___________________________________________________________________ TV1513 X - 2,450,319.693 (meters) COMP TV1513 Y - -5,533,748.607 (meters) COMP TV1513 Z - 2,006,620.113 (meters) COMP TV1513 LAPLACE CORR- 0.30 (seconds) DEFLEC99 TV1513 ELLIP HEIGHT- -41.56 (meters) (05/12/97) GPS OBS TV1513 GEOID HEIGHT- -45.26 (meters) GEOID99 TV1513 DYNAMIC HT - 1.331 (meters) 4.37 (feet) COMP TV1513 MODELED GRAV- 978,668.5 (mgal) NAVD 88 TV1513 TV1513 HORZ ORDER - FIRST TV1513 VERT ORDER - FIRST CLASS II TV1513 ELLP ORDER - FOURTH CLASS II TV1513 TV1513.The horizontal coordinates were established by GPS observations TV1513.and adjusted by the National Geodetic Survey in May 1997. TV1513 TV1513.The orthometric height was determined by differential leveling TV1513.and adjusted by the National Geodetic Survey in April 2003. TV1513 TV1513.This Tidal Bench Mark is designated as VM 1386 TV1513.by the Center for Operational Oceanographic Products and Services. TV1513 TV1513.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1513 TV1513.The Laplace correction was computed from DEFLEC99 derived deflections. TV1513 TV1513.The ellipsoidal height was determined by GPS observations TV1513.and is referenced to NAD 83. TV1513 TV1513.The geoid height was determined by GEOID99. TV1513 TV1513.The dynamic height is computed by dividing the NAVD 88 TV1513.geopotential number by the normal gravity value computed on the TV1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 TV1513.degrees latitude (g = 980.6199 gals.). TV1513 TV1513.The modeled gravity was interpolated from observed gravity values. TV1513 TV1513; North East Units Scale Converg. TV1513;SPC PRVI - 269,273.975 233,472.018 MT 1.00000165 +0 05 56.9 TV1513;UTM 19 - 2,043,391.727 804,564.571 MT 1.00074692 +0 54 49.4 TV1513 TV1513 SUPERSEDED SURVEY CONTROL TV1513 TV1513 ELLIP HT - -41.61 (m) (11/17/95) GP( ) 1 2 TV1513 NAD 83(1993)- 18 27 32.23272(N) 066 06 59.21837(W) AD( ) 1 TV1513 ELLIP HT - -41.46 (m) (01/13/94) GP( ) 4 1 TV1513 TV1513.Superseded values are not recommended for survey control. TV1513.NGS no longer adjusts projects to the PR datum. TV1513.See file dsdata.txt to determine how the superseded data were derived. TV1513 TV1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA0456543392(NAD 83) TV1513_MARKER: DJ = TIDAL STATION DISK TV1513_SETTING: 32 = SEAWALL TV1513_STAMPING: 5371 A 1977 TV1513_MARK LOGO: NOS TV1513_MAGNETIC: N = NO MAGNETIC MATERIAL TV1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TV1513+STABILITY: SURFACE MOTION TV1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1513+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 TV1513 TV1513 HISTORY - Date Condition Report By TV1513 HISTORY - 1977 MONUMENTED NOS TV1513 HISTORY - 19950620 GOOD NGS TV1513 HISTORY - 19950912 GOOD NGS TV1513 HISTORY - 20020125 GOOD NGS TV1513 HISTORY - 20030203 GOOD NGS TV1513 TV1513 STATION DESCRIPTION TV1513 TV1513'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 TV1513'THE STATION IS LOCATED AT THE SOUTH END OF THE COAST GUARD STATION IN TV1513'OLD SAN JUAN. TO REACH SAY YA HOO AND DRIVE LIKE CRAZY. TV1513'THE DISK IS SET FLUSH IN THE TOP OF THE CONCRETE SEA WALL. IT IS 20.4 TV1513'M (66.9 FT) SOUTHEAST OF A STEEL FLAGPOLE, 6.1 M (20.0 FT) SOUTHWEST TV1513'OF THE NORTH CORNER OF THE NOS TIDE HOUSE AND 0.9 M (3.0 FT) NORTH OF TV1513'THE SOUTH FACE OF SEA WALL AND 0.2 M (0.7 FT) ABOVE THE GROUND. TV1513 TV1513 STATION RECOVERY (1995) TV1513 TV1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM) TV1513'STATION IS LOCATED AT THE OLD SAN JUAN U.S. COAST GUARD BASE NEAR THE TV1513'EXTREME SOUTHERN POINT OF THE BASE (LA PUNTILLA) NEAR THE EAST END OF TV1513'A CONCRETE QUAY. THE STATION MAY BE REACHED FROM THE SAN JUAN LUIS TV1513'MUNOZ MARIN INTERNATIONAL AIRPORT BY TAKING HIGHWAY 26 WEST TO THE TV1513'JUNCTION WITH HWY 25 THEN PROCEED NORTH AND WEST ON HWY 25 ALONG THE TV1513'NORTH SIDE OF OLD SAN JUAN TO A POINT JUST WEST OF FORT SAN CRISTOBAL. TV1513'FROM THIS POINT MEANDER WEST AND SOUTH ON ONE WAY ROADS WHICH ARE NOT TV1513'WELL MARKED TO A ROAD LEADING SSE JUST EAST OF THE CUSTOMS HOUSE, TAKE TV1513'THE ROAD LEADING SSE TO ITS END AT THE GATE OF THE COAST GUARD BASE. TV1513'FROM THE GATE PROCEED SOUTH AND EAST TO THE CONCRETE DOCKS THEN TV1513'PROCEED SOUTH AND SOUTHEAST ALONG THE CONCRETE DOCK TO ITS END AT THE TV1513'NOS TIDE HOUSE AND THE STATION TO THE RIGHT IN A SHORT SECTION OF TV1513'SEAWALL JUTTING NORTHWEST FROM THE SOUTHERNMOST CORNER OF THE SEAWALL. TV1513'THE MARK IS AN NOS TIDAL BENCH MARK DISK WITH A CENTER CROSS STAMPED. TV1513'MARK IS REPORTEDLY THE PRIMARY BENCH MARK OF NOS TIDE STATION TV1513'975-5371, SAN JUAN, LA PUNTILLA, SAN JUAN BAY. IT IS, 20.1 FT (6.1 M) TV1513'NORTHWEST OF THE NORTH CORNER OF THE TIDEHOUSE, 3.1 FT (0.9 M) TV1513'NORTHEAST OF THE SOUTHWEST FACE OF THE SEAWALL ABOUT 0.8 FT (24.4 CM) TV1513'ABOVE GROUND LEVEL. DESCRIBED BY C.S. MIDDLETON JR. TV1513 TV1513 STATION RECOVERY (1995) TV1513 TV1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JHR) TV1513'ADJUSTMENT ID=00000122 (DATUM=LT) - TV1513' TV1513'COMPUTATION OF HEIGHT FOR CONSTRAINT FOLLOWS... TV1513' TV1513'DATA PUBLISHED 09/06/1989 FOR SAN JUAN, LA PUNTILLA, SAN JUAN BAY, TV1513'TIDE STATION 975 5371 BASED ON THE FOLLOWING-- TV1513' TV1513'LENGTH OF SERIES = 10 YEARS TV1513'TIME PERIOD = 1978-1987 TV1513'TIDAL EPOCH = 1960-1978 TV1513'CONTROL TIDE STATION = KEY WEST (872 4580) TV1513' TV1513'BENCH MARK ELEVATION INFORMATION TV1513' ELEVATION IN FEET ABOVE TV1513' BENCH MARK STAMPING MLLW MHW TV1513' 5371 A 1977 5.32 3.99 TV1513' TV1513'ACCEPTED STATION DATUMS FOR 1960-1978 FOR TIDE STATION 975 5371, TV1513'DATA RETRIEVED IN SEPTEMBER OF 1995-- TV1513'MHW - MSL = 1.381 - 1.213 = 0.168 METER = 0.55 FOOT TV1513' TV1513'1989 MHW + 1995 (MHW-MSL) = 3.99 + 0.55 = 4.54 FEET = 1.384 METERS TV1513' TV1513' TV1513'COMPUTATION OF GRAVITY PREDICTION FOLLOWS... TV1513' TV1513'LATITUDE LONGITUDE HEIGHT BOUG ANOM TV1513'(DEC DEG) (DEC DEG) (M) (MGAL) TV1513'18.46000 66.11667 1.384 978.6685 TV1513 TV1513 STATION RECOVERY (2002) TV1513 TV1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) TV1513'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE TV1513'JUNCTION OF STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) TV1513'SOUTHERLY AND THEN WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC TV1513'CIRCLE NEAR A U.S. CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) TV1513'SOUTHWESTERLY ALONG A PAVED ROAD ON THE WEST SIDE OF THE BUILDING TV1513'TO THE LA PUNTILLA U.S. COAST GUARD STATION SECURITY GATE, TV1513'THENCE 0.2 KM (0.125 MI) SOUTHERLY ALONG A PAVED ROAD TO A TV1513'SEAWALL, THENCE 0.05 KM (0.03 MI) SOUTHWESTERLY TO THE END OF THE TV1513'SEAWALL, 8.4 M NORTHWEST OF THE SOUTH CORNER OF THE SEAWALL, 4.1 TV1513'M NORTHWEST OF THE NORTHWEST CORNER OF A TIDE GAUGE BUILDING, 3.1 TV1513'M NORTHWEST OF BENCH MARK SJH 44, 1.6 M SOUTHEAST OF A CHAIN-LINK TV1513'FENCE, AND 1.0 M NORTHEAST OF THE SOUTHWEST FACE OF THE SEAWALL. TV1513'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND TV1513'THE U.S. COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA TV1513'PUNTILLA, SAN JUAN, PR 00910, PHONE 787-729-4304. TV1513 TV1513 STATION RECOVERY (2003) TV1513 TV1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DRD) TV1513'PUERTO RICO VERTICAL DATUM OF 2002 (PRVD02) - TV1513' TV1513'COMPUTATION OF HEIGHT FOR CONSTRAINT FOLLOWS... TV1513' TV1513'USING DATA WITH A WORKING DATE OF 11/18/2002 FOR TV1513'SAN JUAN, LA PUNTILLA, SAN JUAN BAY, PUERTO RICO, TV1513'TIDE STATION 975 5371 BASED ON THE FOLLOWING-- TV1513' TV1513'LENGTH OF SERIES = 17 YEARS TV1513'TIME PERIOD = 1/1/1983 - 12/31/1987, TV1513' 1/1/1990 - 12/31/2001 TV1513'TIDAL EPOCH = 1983-2001 TV1513' TV1513'BENCH MARK ELEVATION INFORMATION IN METERS ABOVE TV1513' TV1513' STAMPING OR DESIGNATION MLLW MHW TV1513' TV1513' 5371 A 1977 1.568 1.168 TV1513' TV1513'USING ELEVATIONS OF MEAN HIGH WATER (MHW) AND MEAN SEA LEVEL (MSL) TV1513'TIDAL DATUMS REFERRED TO MEAN LOWER LOW WATER (MLLW), IN METERS - TV1513' TV1513'(MHW - MSL) = 0.400 - 0.234 = 0.166 METER TV1513' TV1513'(MHW - MSL) + MHW FOR 5371 A 1977 = 0.166 + 1.168 = 1.334 METERS TV1513' TV1513' TV1513'THE ORTHOMETRIC HEIGHTS RESULTING FROM THE PRVD02 ADJUSTMENT DONE IN TV1513'THE SPRING OF 2003 WERE COMPUTED BASED ON NORMAL GRAVITY (SEE USC+GS TV1513'SPECIAL PUBLICATION 240). TV1513' TV1513'NOTE--'TRUE' ORTHOMETRIC HEIGHTS WILL BE RECOMPUTED LATER WHEN ACTUAL TV1513'GRAVITY VALUES ARE AVAILABLE IN PUERTO RICO. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7649 *********************************************************************** AA7649 TIDAL BM - This is a Tidal Bench Mark. AA7649 DESIGNATION - 975 5371 B TIDAL AA7649 PID - AA7649 AA7649 COUNTRY - PUERTO RICO AA7649 USGS QUAD - AA7649 AA7649 *CURRENT SURVEY CONTROL AA7649 ___________________________________________________________________ AA7649* NAD 83(1986)- 18 27 35. (N) 066 06 57. (W) SCALED AA7649* PRVD02 - 1.421 (meters) 4.66 (feet) ADJUSTED AA7649 ___________________________________________________________________ AA7649 GEOID HEIGHT- -45.28 (meters) GEOID99 AA7649 DYNAMIC HT - 1.418 (meters) 4.65 (feet) COMP AA7649 MODELED GRAV- 978,668.2 (mgal) NAVD 88 AA7649 AA7649 VERT ORDER - FIRST CLASS II AA7649 AA7649.The horizontal coordinates were scaled from a topographic map and have AA7649.an estimated accuracy of +/- 6 seconds. AA7649 AA7649.The orthometric height was determined by differential leveling AA7649.and adjusted by the National Geodetic Survey in April 2003. AA7649.WARNING-Repeat measurements at this control monument indicate possible AA7649.vertical movement. AA7649 AA7649.This Tidal Bench Mark is designated as VM 1390 AA7649.by the Center for Operational Oceanographic Products and Services. AA7649 AA7649.The geoid height was determined by GEOID99. AA7649 AA7649.The dynamic height is computed by dividing the NAVD 88 AA7649.geopotential number by the normal gravity value computed on the AA7649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7649.degrees latitude (g = 980.6199 gals.). AA7649 AA7649.The modeled gravity was interpolated from observed gravity values. AA7649 AA7649; North East Units Estimated Accuracy AA7649;SPC PRVI - 269,360. 233,540. MT (+/- 180 meters Scaled) AA7649 AA7649 SUPERSEDED SURVEY CONTROL AA7649 AA7649.No superseded survey control is available for this station. AA7649 AA7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA046434(NAD 83) AA7649_MARKER: DJ = TIDAL STATION DISK AA7649_SETTING: 31 = SLAB AA7649_STAMPING: 5371 B 1977 AA7649_MARK LOGO: NOS AA7649_MAGNETIC: N = NO MAGNETIC MATERIAL AA7649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7649+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 AA7649 AA7649 HISTORY - Date Condition Report By AA7649 HISTORY - 1977 MONUMENTED NOS AA7649 HISTORY - 19950620 GOOD NGS AA7649 HISTORY - 20020125 GOOD NGS AA7649 AA7649 STATION DESCRIPTION AA7649 AA7649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7649'LOCATED AT THE LA PUNTILLA U.S. COAST GUARD STATION IN OLD SAN JUAN AA7649'ON THE SOUTH SIDE OF THE FACILITY. THE BENCH MARK IS SET FLUSH IN A AA7649'CONCRETE SLAB AT THE SE CORNER OF THE U.S. COAST GUARD COMPOUND, 73.0 AA7649'FT (22.3 M) NW OF THE CONCRETE SEAWALL OF BERTH NUMBER 3, 27.5 FT (8.4 AA7649'M) SE OF THE SE CORNER OF A PAINT SHED, AND 2.0 FT (0.6 M) NW OF THE AA7649'NW CORNER OF A TRANSFORMER SHELTER. DESCRIBED BY J.A. SWALLOW. AA7649 AA7649 STATION RECOVERY (2002) AA7649 AA7649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7649'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF AA7649'STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHERLY AND THEN AA7649'WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC CIRCLE NEAR A U.S. AA7649'CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG A PAVED AA7649'ROAD ON THE WEST SIDE OF THE BUILDING TO THE LA PUNTILLA U.S. COAST AA7649'GUARD STATION SECURITY GATE, THENCE 0.2 KM (0.125 MI) SOUTHERLY ALONG AA7649'A PAVED ROAD TO THE SEAWALL, THENCE 0.08 KM (0.05 MI) NORTHEASTERLY AA7649'ALONG THE SEAWALL TO BERTH NUMBER 3, IN TOP OF A CONCRETE SLAB NEAR AA7649'THE NORTHWEST CORNER OF A TRANSFORMER SHELTER, 22.1 M NORTHWEST OF THE AA7649'SEAWALL, 8.8 M SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, 6.3 M AA7649'NORTHEAST OF A FIRE HYDRANT, 0.6 M SOUTHWEST OF THE NORTHWEST CORNER AA7649'OF THE SHELTER, AND THE DISK IS FLUSH WITH THE SURROUNDING AREA. AA7649'NOTE-- THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND THE AA7649'U.S. COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA PUNTILLA, SAN AA7649'JUAN, PR 00910, PHONE 787-729-4304. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7650 *********************************************************************** AA7650 TIDAL BM - This is a Tidal Bench Mark. AA7650 DESIGNATION - 975 5371 E TIDAL AA7650 PID - AA7650 AA7650 COUNTRY - PUERTO RICO AA7650 USGS QUAD - AA7650 AA7650 *CURRENT SURVEY CONTROL AA7650 ___________________________________________________________________ AA7650* NAD 83(1986)- 18 27 39. (N) 066 06 58. (W) SCALED AA7650* PRVD02 - 1.998 (meters) 6.56 (feet) ADJUSTED AA7650 ___________________________________________________________________ AA7650 GEOID HEIGHT- -45.30 (meters) GEOID99 AA7650 DYNAMIC HT - 1.994 (meters) 6.54 (feet) COMP AA7650 MODELED GRAV- 978,667.8 (mgal) NAVD 88 AA7650 AA7650 VERT ORDER - FIRST CLASS II AA7650 AA7650.The horizontal coordinates were scaled from a topographic map and have AA7650.an estimated accuracy of +/- 6 seconds. AA7650 AA7650.The orthometric height was determined by differential leveling AA7650.and adjusted by the National Geodetic Survey in April 2003. AA7650.No vertical observational check was made to the station. AA7650 AA7650.This Tidal Bench Mark is designated as VM 1393 AA7650.by the Center for Operational Oceanographic Products and Services. AA7650 AA7650.The geoid height was determined by GEOID99. AA7650 AA7650.The dynamic height is computed by dividing the NAVD 88 AA7650.geopotential number by the normal gravity value computed on the AA7650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7650.degrees latitude (g = 980.6199 gals.). AA7650 AA7650.The modeled gravity was interpolated from observed gravity values. AA7650 AA7650; North East Units Estimated Accuracy AA7650;SPC PRVI - 269,480. 233,510. MT (+/- 180 meters Scaled) AA7650 AA7650 SUPERSEDED SURVEY CONTROL AA7650 AA7650.No superseded survey control is available for this station. AA7650 AA7650_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA045436(NAD 83) AA7650_MARKER: DJ = TIDAL STATION DISK AA7650_SETTING: 35 = TOWER FOOTING AA7650_STAMPING: 5371 E 1977 AA7650_MARK LOGO: NOS AA7650_MAGNETIC: N = NO MAGNETIC MATERIAL AA7650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7650+STABILITY: SURFACE MOTION AA7650 AA7650 HISTORY - Date Condition Report By AA7650 HISTORY - 1977 MONUMENTED NOS AA7650 HISTORY - 19950620 GOOD NGS AA7650 HISTORY - 20020125 MARK NOT FOUND NGS AA7650 AA7650 STATION DESCRIPTION AA7650 AA7650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7650'LOCATED AT THE LA PUNTILLA U.S. COAST GUARD STATION IN OLD SAN JUAN, AA7650'NEAR THE NORTHEAST SIDE OF THE FACILITY. THE BENCH MARK IS SET FLUSH AA7650'IN THE TOP OF 3-FOOT DIAMETER CONCRETE FOOTING OF THE NE LEG OF A AA7650'MICROWAVE TOWER, 69.6 FT (21.2 M) EAST OF A 1-FOOT SQUARE CONCRETE AA7650'POWER POLE, 50.8 FT (15.5 M) WEST OF THE NW CORNER OF THE COAST GUARD AA7650'ADMINISTRATION BUILDING, 5.8 FT (1.8 M) SOUTH OF THE NORTH CONCRETE AA7650'WALL AND CHAIN LINK FENCE, 5.0 FT (1.5 M) WEST OF A FIRE HYDRANT, AND AA7650'0.9 FT (27.4 CM) ABOVE PARKING LOT LEVEL. DESCRIBED BY R.J. HALL. AA7650 AA7650 STATION RECOVERY (2002) AA7650 AA7650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7650'A BUILDING IS BEING CONSTRUCTED AT THE DESCRIBED LOCATION. ASSUMED AA7650'DESTROYED. AA7650' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7651 *********************************************************************** AA7651 TIDAL BM - This is a Tidal Bench Mark. AA7651 DESIGNATION - 975 5371 H TIDAL AA7651 PID - AA7651 AA7651 COUNTRY - PUERTO RICO AA7651 USGS QUAD - AA7651 AA7651 *CURRENT SURVEY CONTROL AA7651 ___________________________________________________________________ AA7651* NAD 83(1986)- 18 27 37. (N) 066 07 01. (W) SCALED AA7651* PRVD02 - 1.557 (meters) 5.11 (feet) ADJUSTED AA7651 ___________________________________________________________________ AA7651 GEOID HEIGHT- -45.29 (meters) GEOID99 AA7651 DYNAMIC HT - 1.553 (meters) 5.10 (feet) COMP AA7651 MODELED GRAV- 978,667.9 (mgal) NAVD 88 AA7651 AA7651 VERT ORDER - FIRST CLASS II AA7651 AA7651.The horizontal coordinates were scaled from a topographic map and have AA7651.an estimated accuracy of +/- 6 seconds. AA7651 AA7651.The orthometric height was determined by differential leveling AA7651.and adjusted by the National Geodetic Survey in April 2003. AA7651.WARNING-Repeat measurements at this control monument indicate possible AA7651.vertical movement. AA7651 AA7651.This Tidal Bench Mark is designated as VM 1396 AA7651.by the Center for Operational Oceanographic Products and Services. AA7651 AA7651.The geoid height was determined by GEOID99. AA7651 AA7651.The dynamic height is computed by dividing the NAVD 88 AA7651.geopotential number by the normal gravity value computed on the AA7651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7651.degrees latitude (g = 980.6199 gals.). AA7651 AA7651.The modeled gravity was interpolated from observed gravity values. AA7651 AA7651; North East Units Estimated Accuracy AA7651;SPC PRVI - 269,420. 233,420. MT (+/- 180 meters Scaled) AA7651 AA7651 SUPERSEDED SURVEY CONTROL AA7651 AA7651.No superseded survey control is available for this station. AA7651 AA7651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA045435(NAD 83) AA7651_MARKER: DJ = TIDAL STATION DISK AA7651_SETTING: 31 = STEP AA7651_STAMPING: 5371 H 1977 AA7651_MARK LOGO: NOS AA7651_MAGNETIC: N = NO MAGNETIC MATERIAL AA7651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA7651+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 AA7651 AA7651 HISTORY - Date Condition Report By AA7651 HISTORY - 1977 MONUMENTED NOS AA7651 HISTORY - 19950620 GOOD NGS AA7651 HISTORY - 20020125 GOOD NGS AA7651 AA7651 STATION DESCRIPTION AA7651 AA7651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7651'LOCATED AT THE LA PUNTILLA U.S. COAST GUARD STATION IN OLD SAN JUAN, AA7651'IN THE NORTH-CENTRAL PART OF THE FACILITY. THE BENCH MARK IS SET AA7651'FLUSH IN THE CONCRETE STEP IN THE SW CORNER OF THE OLD FOUNDATION OF AA7651'BUILDING NUMBER 19, 25.5 FT (7.8 M) EAST OF THE NE CORNER OF BUILDING AA7651'NUMBER 15 (LAUNDRY), AND 34.9 FT (10.6 M) NW OF THE SW CORNER OF AA7651'BUILDING NUMBER 14. DESCRIBED BY C.S. MIDDLETON JR. AA7651 AA7651 STATION RECOVERY (2002) AA7651 AA7651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7651'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF AA7651'STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHERLY AND THEN AA7651'WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC CIRCLE NEAR A U.S. AA7651'CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG A PAVED AA7651'ROAD ON THE WEST SIDE OF THE BUILDING TO THE LA PUNTILLA U.S. COAST AA7651'GUARD STATION SECURITY GATE, THENCE 0.08 KM (0.05 MI) WESTERLY ALONG A AA7651'PAVED ROAD, IN TOP OF AND 0.1 M EAST OF THE WEST END OF A CONCRETE AA7651'STEP ON THE SOUTH END OF A BUILDING THAT HAS BEEN REMOVED, 32.3 M AA7651'SOUTH OF THE ROAD CENTER, 7.8 M EAST OF THE NORTHEAST CORNER OF A AA7651'BUILDING, 5.8 M WEST OF THE NORTHWEST CORNER OF A BANK, AND 0.3 M AA7651'ABOVE THE LEVEL OF THE ROAD. AA7651'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND THE AA7651'U.S. COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA PUNTILLA, SAN AA7651'JUAN, PR 00910, PHONE 787-729-4304. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7652 *********************************************************************** AA7652 TIDAL BM - This is a Tidal Bench Mark. AA7652 DESIGNATION - 975 5371 J TIDAL AA7652 PID - AA7652 AA7652 COUNTRY - PUERTO RICO AA7652 USGS QUAD - AA7652 AA7652 *CURRENT SURVEY CONTROL AA7652 ___________________________________________________________________ AA7652* NAD 83(1986)- 18 27 37. (N) 066 07 03. (W) SCALED AA7652* PRVD02 - 1.515 (meters) 4.97 (feet) ADJUSTED AA7652 ___________________________________________________________________ AA7652 GEOID HEIGHT- -45.29 (meters) GEOID99 AA7652 DYNAMIC HT - 1.511 (meters) 4.96 (feet) COMP AA7652 MODELED GRAV- 978,667.9 (mgal) NAVD 88 AA7652 AA7652 VERT ORDER - FIRST CLASS II AA7652 AA7652.The horizontal coordinates were scaled from a topographic map and have AA7652.an estimated accuracy of +/- 6 seconds. AA7652 AA7652.The orthometric height was determined by differential leveling AA7652.and adjusted by the National Geodetic Survey in April 2003. AA7652.No vertical observational check was made to the station. AA7652 AA7652.This Tidal Bench Mark is designated as VM 1397 AA7652.by the Center for Operational Oceanographic Products and Services. AA7652 AA7652.The geoid height was determined by GEOID99. AA7652 AA7652.The dynamic height is computed by dividing the NAVD 88 AA7652.geopotential number by the normal gravity value computed on the AA7652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7652.degrees latitude (g = 980.6199 gals.). AA7652 AA7652.The modeled gravity was interpolated from observed gravity values. AA7652 AA7652; North East Units Estimated Accuracy AA7652;SPC PRVI - 269,420. 233,360. MT (+/- 180 meters Scaled) AA7652 AA7652 SUPERSEDED SURVEY CONTROL AA7652 AA7652.No superseded survey control is available for this station. AA7652 AA7652_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA044435(NAD 83) AA7652_MARKER: DJ = TIDAL STATION DISK AA7652_SETTING: 31 = STEP AA7652_STAMPING: 5371 J 1977 AA7652_MARK LOGO: NOS AA7652_MAGNETIC: N = NO MAGNETIC MATERIAL AA7652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA7652+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 AA7652 AA7652 HISTORY - Date Condition Report By AA7652 HISTORY - 1977 MONUMENTED NOS AA7652 HISTORY - 19950620 GOOD NGS AA7652 HISTORY - 19960419 GOOD NGS AA7652 HISTORY - 20020125 GOOD NGS AA7652 AA7652 STATION DESCRIPTION AA7652 AA7652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7652'LOCATED AT THE LA PUNTILLA U.S. COAST GUARD STATION IN OLD SAN JUAN, AA7652'NEAR THE EAST SIDE OF THE FACILITY. THE BENCH MARK IS SET FLUSH IN AA7652'THE LOWER CONCRETE STEP AT THE EAST ENTRANCE TO BUILDING NUMBER 36 AA7652'(HEALTH SERVICES), 88.3 FT (26.9 M) SOUTH OF THE WEST ENTRANCE GATE, AA7652'48.4 FT (14.8 M) SSE OF THE ENTRANCE TO THE U.S. COAST GUARD AA7652'RECRUITING OFFICE, AND 32 FT (9.8 M) WEST OF THE CENTERLINE OF THE AA7652'ROAD. DESCRIBED BY J.A. SWALLOW. AA7652 AA7652 STATION RECOVERY (1996) AA7652 AA7652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH) AA7652'RECOVERED AS DESCRIBED. AA7652 AA7652 STATION RECOVERY (2002) AA7652 AA7652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7652'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF AA7652'STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHERLY AND THEN AA7652'WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC CIRCLE NEAR A U.S. AA7652'CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG A PAVED AA7652'ROAD ON THE WEST SIDE OF THE BUILDING TO THE LA PUNTILLA U.S. COAST AA7652'GUARD STATION SECURITY GATE, THENCE 0.12 KM (0.075 MI) WESTERLY ALONG AA7652'A PAVED ROAD, THENCE 0.08 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD AA7652'AND A PARKING AREA, IN TOP OF AND 0.2 M NORTH OF THE SOUTH END OF THE AA7652'BOTTOM CONCRETE STEP LEADING TO THE EAST ENTRANCE TO THE SICK BAY AND AA7652'HEALTH SERVICES BUILDING, 7.3 M WEST OF THE ROAD CENTER, 2.6 M SOUTH AA7652'OF THE CENTER OF THE ENTRANCE TO THE BUILDING, 2.5 M NORTHEAST OF THE AA7652'SOUTHEAST CORNER OF THE BUILDING, AND 0.3 M ABOVE THE LEVEL OF THE AA7652'ROAD. AA7652'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND AA7652'THE U.S. COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA PUNTILLA, AA7652'SAN JUAN, PR 00910, PHONE 787-729-4304. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7653 *********************************************************************** AA7653 TIDAL BM - This is a Tidal Bench Mark. AA7653 DESIGNATION - 975 5371 K TIDAL AA7653 PID - AA7653 AA7653 COUNTRY - PUERTO RICO AA7653 USGS QUAD - AA7653 AA7653 *CURRENT SURVEY CONTROL AA7653 ___________________________________________________________________ AA7653* NAD 83(1986)- 18 27 51. (N) 066 06 51. (W) SCALED AA7653* PRVD02 - 5.677 (meters) 18.63 (feet) ADJUSTED AA7653 ___________________________________________________________________ AA7653 GEOID HEIGHT- -45.38 (meters) GEOID99 AA7653 DYNAMIC HT - 5.666 (meters) 18.59 (feet) COMP AA7653 MODELED GRAV- 978,666.3 (mgal) NAVD 88 AA7653 AA7653 VERT ORDER - FIRST CLASS II AA7653 AA7653.The horizontal coordinates were scaled from a topographic map and have AA7653.an estimated accuracy of +/- 6 seconds. AA7653 AA7653.The orthometric height was determined by differential leveling AA7653.and adjusted by the National Geodetic Survey in April 2003. AA7653.No vertical observational check was made to the station. AA7653 AA7653.This Tidal Bench Mark is designated as VM 13767 AA7653.by the Center for Operational Oceanographic Products and Services. AA7653 AA7653.The geoid height was determined by GEOID99. AA7653 AA7653.The dynamic height is computed by dividing the NAVD 88 AA7653.geopotential number by the normal gravity value computed on the AA7653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7653.degrees latitude (g = 980.6199 gals.). AA7653 AA7653.The modeled gravity was interpolated from observed gravity values. AA7653 AA7653; North East Units Estimated Accuracy AA7653;SPC PRVI - 269,850. 233,710. MT (+/- 180 meters Scaled) AA7653 AA7653 SUPERSEDED SURVEY CONTROL AA7653 AA7653.No superseded survey control is available for this station. AA7653 AA7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA047439(NAD 83) AA7653_MARKER: DJ = TIDAL STATION DISK AA7653_SETTING: 35 = FLAGPOLE BASE AA7653_STAMPING: 5371 K 1995 AA7653_MARK LOGO: NOS AA7653_MAGNETIC: N = NO MAGNETIC MATERIAL AA7653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7653+STABILITY: SURFACE MOTION AA7653 AA7653 HISTORY - Date Condition Report By AA7653 HISTORY - 1995 MONUMENTED NGS AA7653 HISTORY - 19960419 GOOD NGS AA7653 HISTORY - 20020125 MARK NOT FOUND NGS AA7653 AA7653 STATION DESCRIPTION AA7653 AA7653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7653'LOCATED IN OLD SAN JUAN JUST NORTHEAST OF THE U.S. CUSTOMS HOUSE AND AA7653'NNW OF THE CRUISE SHIP PIERS IN THE FLAG POLE BASE AT THE EAST SIDE OF AA7653'THE OLD U.S. POST OFFICE BUILDING, IN THE CONCRETE BASE OF A LARGE AA7653'FLAGPOLE JUST NORTH OF THE EAST ENTRANC STEPS OF THE BUILDING, 18 FT AA7653'(5.5 M) WSW FROM THE EDGE OF COBBLE STONE STREET AT THE EAST ENTRANCE AA7653'TO THE POST OFFICE, 17 FT (5.2 M) NW OF COPPER FIRE HYDRANT, 3 FT (0.9 AA7653'M) ABOVE GROUND AND 3 FT (0.9 M) ENE OF CENTER OF FLAGPOLE. DESCRIBED AA7653'BY M.L. ASLAKSEN. AA7653 AA7653 STATION RECOVERY (1996) AA7653 AA7653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH) AA7653'RECOVERED AS DESCRIBD. AA7653 AA7653 STATION RECOVERY (2002) AA7653 AA7653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7653'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE BUILDING AT AA7653'THE DESCRIBED AA7653'LOCATION HAS BEEN REMODELED AND THE MARK IS EITHER BURIED OR HAS BEEN AA7653'REMOVED. AA7653' AA7653' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5462 *********************************************************************** DE5462 DESIGNATION - 975 5371 L TIDAL DE5462 PID - DE5462 DE5462 COUNTRY - PUERTO RICO DE5462 USGS QUAD - DE5462 DE5462 *CURRENT SURVEY CONTROL DE5462 ___________________________________________________________________ DE5462* NAD 83(1986)- 18 27 35. (N) 066 06 59. (W) SCALED DE5462* PRVD02 - 2.301 (meters) 7.55 (feet) ADJUSTED DE5462 ___________________________________________________________________ DE5462 GEOID HEIGHT- -45.28 (meters) GEOID99 DE5462 DE5462 VERT ORDER - FIRST CLASS II DE5462 DE5462.The horizontal coordinates were scaled from a topographic map and have DE5462.an estimated accuracy of +/- 6 seconds. DE5462 DE5462.The orthometric height was determined by differential leveling DE5462.and adjusted by the National Geodetic Survey in April 2003. DE5462 DE5462.The geoid height was determined by GEOID99. DE5462 DE5462; North East Units Estimated Accuracy DE5462;SPC PRVI - 269,360. 233,480. MT (+/- 180 meters Scaled) DE5462 DE5462 SUPERSEDED SURVEY CONTROL DE5462 DE5462.No superseded survey control is available for this station. DE5462 DE5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA045434(NAD 83) DE5462_MARKER: DJ = TIDAL STATION DISK DE5462_SETTING: 32 = RETAINING WALL DE5462_STAMPING: 5371 L 1998 DE5462_MARK LOGO: NOS DE5462_MAGNETIC: N = NO MAGNETIC MATERIAL DE5462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5462+STABILITY: SURFACE MOTION DE5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5462+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5462 DE5462 HISTORY - Date Condition Report By DE5462 HISTORY - 1998 MONUMENTED NOS DE5462 HISTORY - 20020125 GOOD NGS DE5462 DE5462 STATION DESCRIPTION DE5462 DE5462'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5462'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5462'STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHERLY AND THEN DE5462'WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC CIRCLE NEAR A U.S. DE5462'CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG A PAVED DE5462'ROAD ON THE WEST SIDE OF THE BUILDING TO THE LA PUNTILLA U.S. COAST DE5462'GUARD STATION SECURITY GATE, THENCE 0.12 KM (0.075 MI) SOUTHERLY ALONG DE5462'A PAVED ROAD, IN TOP OF AND 0.8 M NORTH OF THE SOUTH END OF A CONCRETE DE5462'RETAINING WALL ON THE EAST SIDE OF THE ROAD, 18.7 M SOUTH OF A FLAG DE5462'POLE, 8.3 M NORTH OF A GATE, 6.0 M WEST OF THE NORTHWEST CORNER OF THE DE5462'ELECTRONICS SYSTEMS UNIT, AND 0.8 M ABOVE THE LEVEL OF THE ROAD. DE5462'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND U.S. DE5462'COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA PUNTILLA, SAN JUAN, DE5462'PR 00910, PHONE 787-729-4304. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7648 *********************************************************************** AA7648 TIDAL BM - This is a Tidal Bench Mark. AA7648 DESIGNATION - 975 5371 TIDAL SJH 21 AA7648 PID - AA7648 AA7648 COUNTRY - PUERTO RICO AA7648 USGS QUAD - AA7648 AA7648 *CURRENT SURVEY CONTROL AA7648 ___________________________________________________________________ AA7648* NAD 83(1986)- 18 27 33. (N) 066 06 59. (W) SCALED AA7648* PRVD02 - 1.450 (meters) 4.76 (feet) ADJUSTED AA7648 ___________________________________________________________________ AA7648 GEOID HEIGHT- -45.27 (meters) GEOID99 AA7648 DYNAMIC HT - 1.447 (meters) 4.75 (feet) COMP AA7648 MODELED GRAV- 978,668.3 (mgal) NAVD 88 AA7648 AA7648 VERT ORDER - FIRST CLASS II AA7648 AA7648.The horizontal coordinates were scaled from a topographic map and have AA7648.an estimated accuracy of +/- 6 seconds. AA7648 AA7648.The orthometric height was determined by differential leveling AA7648.and adjusted by the National Geodetic Survey in April 2003. AA7648.WARNING-Repeat measurements at this control monument indicate possible AA7648.vertical movement. AA7648 AA7648.This Tidal Bench Mark is designated as VM 1389 AA7648.by the Center for Operational Oceanographic Products and Services. AA7648 AA7648.The geoid height was determined by GEOID99. AA7648 AA7648.The dynamic height is computed by dividing the NAVD 88 AA7648.geopotential number by the normal gravity value computed on the AA7648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7648.degrees latitude (g = 980.6199 gals.). AA7648 AA7648.The modeled gravity was interpolated from observed gravity values. AA7648 AA7648; North East Units Estimated Accuracy AA7648;SPC PRVI - 269,300. 233,480. MT (+/- 180 meters Scaled) AA7648 AA7648 SUPERSEDED SURVEY CONTROL AA7648 AA7648.No superseded survey control is available for this station. AA7648 AA7648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA045434(NAD 83) AA7648_MARKER: DD = SURVEY DISK AA7648_SETTING: 35 = FLAGPOLE BASE AA7648_STAMPING: SJH-21 1968 AA7648_MARK LOGO: USE AA7648_MAGNETIC: N = NO MAGNETIC MATERIAL AA7648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7648+STABILITY: SURFACE MOTION AA7648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7648+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 AA7648 AA7648 HISTORY - Date Condition Report By AA7648 HISTORY - 1968 MONUMENTED USE AA7648 HISTORY - 19950620 GOOD NGS AA7648 HISTORY - 20020125 GOOD NGS AA7648 AA7648 STATION DESCRIPTION AA7648 AA7648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7648'LOCATED AT THE LA PUNTILLA U.S. COAST GUARD STATION IN OLD SAN JUAN AA7648'NEAR THE SOUTHERNMOST POINT OF LAND OF THE BASE, IN THE BATTERY AA7648'STORAGE YARD. THE BENCH MARK IS SET FLUSH IN THE TOP OF AN OLD AA7648'CONCRETE BASE OF A FLAG POLE (FLAGPOLE NOW GONE) AT THE SW CORNER OF AA7648'THE U.S. COAST GUARD COMPOUND, 20.6 FT (6.3 M) NE OF SOME CONCRETE AA7648'SEAWALL STEPS, 14.5 FT (4.4 M) EAST OF A CONCRETE SEA WALL, AND 3 FT AA7648'(0.9 M) FROM CENTER OF FLAG POLE BASE. DESCRIBED BY M.L. ASLAKSEN. AA7648 AA7648 STATION RECOVERY (2002) AA7648 AA7648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7648'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF AA7648'STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHERLY AND THEN AA7648'WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC CIRCLE NEAR A U.S. AA7648'CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG A PAVED AA7648'ROAD ON THE WEST SIDE OF THE BUILDING TO THE LA PUNTILLA U.S. COAST AA7648'GUARD STATION SECURITY GATE, THENCE 0.2 KM (0.1 MI) SOUTHERLY ALONG A AA7648'PAVED ROAD TO A FENCED COMPOUND ON THE RIGHT, IN TOP OF A CONCRETE AA7648'FLAG POLE BASE (FLAGPOLE REMOVED) INSIDE THE COMPOUND, 6.1 M NORTHEAST AA7648'OF THE TOP STEP OF A SET OF STEPS IN A SEAWALL, 6.0 M SOUTHEAST OF THE AA7648'NORTHWEST CORNER OF THE COMPOUND, 5.2 M SOUTH OF THE NORTH SIDE OF THE AA7648'FENCE, 4.2 M EAST OF THE WEST SIDE OF THE FENCE, AND THE BASE IS FLUSH AA7648'WITH THE GROUND SURFACE. AA7648'NOTE--THE STAMPING IS VERY DIM AND HARD TO READ. AA7648'THE MARK IS ON U.S. GOVERNMENT PROPERTY OWNED BY THE U.S. GOVERNMENT AA7648'AND THE U.S. COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA AA7648'PUNTILLA, SAN JUAN, PR 00910, PHONE 787-729-4304. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5553 *********************************************************************** DE5553 DESIGNATION - 975 9412 TIDAL 2 DE5553 PID - DE5553 DE5553 COUNTRY - PUERTO RICO DE5553 USGS QUAD - DE5553 DE5553 *CURRENT SURVEY CONTROL DE5553 ___________________________________________________________________ DE5553* NAD 83(1986)- 18 27 34. (N) 067 09 35. (W) SCALED DE5553* PRVD02 - 2.101 (meters) 6.89 (feet) ADJUSTED DE5553 ___________________________________________________________________ DE5553 GEOID HEIGHT- -46.43 (meters) GEOID99 DE5553 DE5553 VERT ORDER - FIRST CLASS II DE5553 DE5553.The horizontal coordinates were scaled from a topographic map and have DE5553.an estimated accuracy of +/- 6 seconds. DE5553 DE5553.The orthometric height was determined by differential leveling DE5553.and adjusted by the National Geodetic Survey in April 2003. DE5553.No vertical observational check was made to the station. DE5553 DE5553.The geoid height was determined by GEOID99. DE5553 DE5553; North East Units Estimated Accuracy DE5553;SPC PRVI - 269,450. 123,270. MT (+/- 180 meters Scaled) DE5553 DE5553 SUPERSEDED SURVEY CONTROL DE5553 DE5553.No superseded survey control is available for this station. DE5553 DE5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA943420(NAD 83) DE5553_MARKER: DJ = TIDAL STATION DISK DE5553_SETTING: 32 = PIER DE5553_STAMPING: NO 2 1975 DE5553_MARK LOGO: NOS DE5553_MAGNETIC: N = NO MAGNETIC MATERIAL DE5553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5553+STABILITY: SURFACE MOTION DE5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5553+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002 DE5553 DE5553 HISTORY - Date Condition Report By DE5553 HISTORY - 1975 MONUMENTED NOS DE5553 HISTORY - 20020215 GOOD NGS DE5553 DE5553 STATION DESCRIPTION DE5553 DE5553'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5553'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF DE5553'STATE HIGHWAY 2 IN DE5553'AGUADILLA, THENCE 1.6 KM (1.0 MI) WESTERLY ALONG STATE HIGHWAY 458 DE5553'(CRASH BOAT ROAD), DE5553'THENCE 0.125 KM (0.07 MI) SOUTHWESTERLY ALONG A SIDEWALK ON THE SOUTH DE5553'SIDE OF A DE5553'RETAINING WALL TO A SET OF STEPS, CLIMB THE STEPS AND CONTINUE DE5553'SOUTHWESTERLY FOR 0.09 DE5553'KM (0.6 MI) ALONG A CONCRETE BREAK WATER, AT A PUBLIC BEACH AREA, IN DE5553'TOP OF THE CONCRETE DE5553'BREAK WATER JUST BEFORE THE A WIDE DOCKING AREA, 3.5 M NORTHEAST OF DE5553'THE MOST DE5553'NORTHWESTERLY OF 2 PIPES WITH 2 CABLES ATTACHED, 0.7 M NORTHEAST OF A DE5553'CABLE ANCHOR, DE5553'AND 0.4 M SOUTHEAST OF THE NORTHWEST EDGE OF THE BREAD WATER. DE5553'NOTE--OWNERSHIP DE5553'UNKNOWN. DE5553' DE5553' DE5553' DE5553' DE5553' DE5553' DE5553' DE5553' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5552 *********************************************************************** DE5552 DESIGNATION - 975 9412 TIDAL 3 DE5552 PID - DE5552 DE5552 COUNTRY - PUERTO RICO DE5552 USGS QUAD - DE5552 DE5552 *CURRENT SURVEY CONTROL DE5552 ___________________________________________________________________ DE5552* NAD 83(1986)- 18 27 38. (N) 067 09 50. (W) SCALED DE5552* PRVD02 - 2.928 (meters) 9.61 (feet) ADJUSTED DE5552 ___________________________________________________________________ DE5552 GEOID HEIGHT- -46.47 (meters) GEOID99 DE5552 DE5552 VERT ORDER - FIRST CLASS II DE5552 DE5552.The horizontal coordinates were scaled from a topographic map and have DE5552.an estimated accuracy of +/- 6 seconds. DE5552 DE5552.The orthometric height was determined by differential leveling DE5552.and adjusted by the National Geodetic Survey in April 2003. DE5552.No vertical observational check was made to the station. DE5552 DE5552.The geoid height was determined by GEOID99. DE5552 DE5552; North East Units Estimated Accuracy DE5552;SPC PRVI - 269,580. 122,830. MT (+/- 180 meters Scaled) DE5552 DE5552 SUPERSEDED SURVEY CONTROL DE5552 DE5552.No superseded survey control is available for this station. DE5552 DE5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA938421(NAD 83) DE5552_MARKER: DJ = TIDAL STATION DISK DE5552_SETTING: 32 = PIER DE5552_STAMPING: NO 3 1975 DE5552_MARK LOGO: NOS DE5552_MAGNETIC: N = NO MAGNETIC MATERIAL DE5552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5552+STABILITY: SURFACE MOTION DE5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5552+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002 DE5552 DE5552 HISTORY - Date Condition Report By DE5552 HISTORY - 1975 MONUMENTED NOS DE5552 HISTORY - 20020215 GOOD NGS DE5552 DE5552 STATION DESCRIPTION DE5552 DE5552'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5552'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF DE5552'STATE HIGHWAY 2 IN DE5552'AGUADILLA, THENCE 1.6 KM (1.0 MI) WESTERLY ALONG STATE HIGHWAY 458 DE5552'(CRASH BOAT ROAD) AND DE5552'A DRIVEWAY FOR A PARKING LOT AT THE CRASH BOAT DOCK PUBLIC BEACH AREA, DE5552'IN TOP OF AND 0.9 DE5552'M SOUTHWEST OF THE NORTHEAST END OF A CONCRETE RETAINING WALL, 16.2 M DE5552'SOUTHWEST OF DE5552'THE CENTER OF THE DRIVEWAY, 13.4 M SOUTH OF THE ENTRANCE TO THE LOT, DE5552'2.5 M NORTHWEST OF DE5552'THE CENTER OF A WALKWAY, AND 1.0 M ABOVE THE LEVEL OF THE HIGHWAY. DE5552'NOTE--OWNERSHIP DE5552'UNKNOWN. DE5552' DE5552' DE5552' DE5552' DE5552' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5551 *********************************************************************** DE5551 DESIGNATION - 975 9412 TIDAL 5 DE5551 PID - DE5551 DE5551 COUNTRY - PUERTO RICO DE5551 USGS QUAD - DE5551 DE5551 *CURRENT SURVEY CONTROL DE5551 ___________________________________________________________________ DE5551* NAD 83(1986)- 18 27 39. (N) 067 09 46. (W) SCALED DE5551* PRVD02 - 8.048 (meters) 26.40 (feet) ADJUSTED DE5551 ___________________________________________________________________ DE5551 GEOID HEIGHT- -46.47 (meters) GEOID99 DE5551 DE5551 VERT ORDER - FIRST CLASS II DE5551 DE5551.The horizontal coordinates were scaled from a topographic map and have DE5551.an estimated accuracy of +/- 6 seconds. DE5551 DE5551.The orthometric height was determined by differential leveling DE5551.and adjusted by the National Geodetic Survey in April 2003. DE5551.No vertical observational check was made to the station. DE5551 DE5551.The geoid height was determined by GEOID99. DE5551 DE5551; North East Units Estimated Accuracy DE5551;SPC PRVI - 269,610. 122,950. MT (+/- 180 meters Scaled) DE5551 DE5551 SUPERSEDED SURVEY CONTROL DE5551 DE5551.No superseded survey control is available for this station. DE5551 DE5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA940421(NAD 83) DE5551_MARKER: DJ = TIDAL STATION DISK DE5551_SETTING: 31 = STEP DE5551_STAMPING: NO 5 1975 DE5551_MARK LOGO: NOS DE5551_MAGNETIC: N = NO MAGNETIC MATERIAL DE5551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5551+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002 DE5551 DE5551 HISTORY - Date Condition Report By DE5551 HISTORY - 1975 MONUMENTED NOS DE5551 HISTORY - 20020215 GOOD NGS DE5551 DE5551 STATION DESCRIPTION DE5551 DE5551'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5551'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF DE5551'STATE HIGHWAY 2 IN DE5551'AGUADILLA, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 458 DE5551'(CRASH BOAT ROAD), IN DE5551'AN ABANDONED AREA LOCALLY KNOWN LOCALLY AS BORG'S COVE TO THE RIGHT DE5551'JUST AFTER DE5551'CROSSING A HIGHWAY BRIDGE, IN TOP OF AND 0.2 M WEST OF THE EAST END DE5551'OF THE SECOND DE5551'CONCRETE STEP OF A COTTAGE (ABANDONED), 23.6 M EAST OF THE HIGHWAY DE5551'CENTER, 17.2 M EAST DE5551'OF THE NORTH COLUMN 0F A GATE (GATE REMOVED), 5.0 M NORTH OF THE DE5551'CENTER OF A DRIVEWAY, DE5551'AND 1.4 M ABOVE THE LEVEL 0F THE HIGHWAY. NOTE--OWNERSHIP UNKNOWN. DE5551' DE5551' DE5551' DE5551' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7657 *********************************************************************** AA7657 DESIGNATION - A 1001 AA7657 PID - AA7657 AA7657 COUNTRY - PUERTO RICO AA7657 USGS QUAD - AA7657 AA7657 *CURRENT SURVEY CONTROL AA7657 ___________________________________________________________________ AA7657* NAD 83(1986)- 18 27 24. (N) 066 04 29. (W) SCALED AA7657* PRVD02 - 2.681 (meters) 8.80 (feet) ADJUSTED AA7657 ___________________________________________________________________ AA7657 GEOID HEIGHT- -45.20 (meters) GEOID99 AA7657 DYNAMIC HT - 2.676 (meters) 8.78 (feet) COMP AA7657 MODELED GRAV- 978,668.9 (mgal) NAVD 88 AA7657 AA7657 VERT ORDER - FIRST CLASS II AA7657 AA7657.The horizontal coordinates were scaled from a topographic map and have AA7657.an estimated accuracy of +/- 6 seconds. AA7657 AA7657.The orthometric height was determined by differential leveling AA7657.and adjusted by the National Geodetic Survey in April 2003. AA7657.No vertical observational check was made to the station. AA7657 AA7657.The geoid height was determined by GEOID99. AA7657 AA7657.The dynamic height is computed by dividing the NAVD 88 AA7657.geopotential number by the normal gravity value computed on the AA7657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7657.degrees latitude (g = 980.6199 gals.). AA7657 AA7657.The modeled gravity was interpolated from observed gravity values. AA7657 AA7657; North East Units Estimated Accuracy AA7657;SPC PRVI - 269,030. 237,880. MT (+/- 180 meters Scaled) AA7657 AA7657 SUPERSEDED SURVEY CONTROL AA7657 AA7657.No superseded survey control is available for this station. AA7657 AA7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA089432(NAD 83) AA7657_MARKER: DB = BENCH MARK DISK AA7657_SETTING: 34 = FOUNTAIN BASE AA7657_STAMPING: A 1001 1995 AA7657_MARK LOGO: NOS AA7657_MAGNETIC: N = NO MAGNETIC MATERIAL AA7657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7657+STABILITY: SURFACE MOTION AA7657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7657+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2002 AA7657 AA7657 HISTORY - Date Condition Report By AA7657 HISTORY - 1995 MONUMENTED NGS AA7657 HISTORY - 20020228 GOOD NGS AA7657 AA7657 STATION DESCRIPTION AA7657 AA7657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7657'LOCATED IN THE CONDADO SECTION OF SAN JUAN JUST SE OF THE CENTRO DE AA7657'CONVENCIONES AND JUST SOUTH OF HOTEL LA CONCHA IN THE BASE OF AN AA7657'ORNAMENTAL FOUNTAIN AT THE SPLIT OF AVIENDA DE ASHFORD AND AVIENDA AA7657'MAGDALENA ON THE WEST SIDE OF THE BASE OF THE FOUNTAIN. TO REACH FROM AA7657'THE WEST END OF PUENTE DOS HERMANOS BRIDGE IN OLD SAN JUAN, PROCEED AA7657'0.8 MI (1.3 KM) EAST ON AVIENDA DE ASHFORD TO THE ROADS SPLIT AND AA7657'FOUNTAIN WITH STATION. IT IS A NOS BRASS DISK STAMPED ---A 1001 AA7657'1995--- SET IN A DRILL HOLE (RECESSED) IN THE CONCRETE BASE OF A AA7657'FOUNTAIN, 12.5 FT (3.8 M) WSW OF WEST CORNER OF STEEL GRATE OF A AA7657'DRAIN, 1.2 FT (0.4 M) SE OF EDGE OF CURB, 1 FT (0.3 M) NW OF EDGE OF AA7657'THE WESTERN OF THREE RAISED PLANTERS. DESCRIBED BY R.J. HALL. AA7657 AA7657 STATION RECOVERY (2002) AA7657 AA7657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7657'RECOVERED AS DESCRIBED. AA7657' AA7657' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5467 *********************************************************************** DE5467 DESIGNATION - A 1002 DE5467 PID - DE5467 DE5467 COUNTRY - PUERTO RICO DE5467 USGS QUAD - DE5467 DE5467 *CURRENT SURVEY CONTROL DE5467 ___________________________________________________________________ DE5467* NAD 83(1986)- 18 27 37. (N) 066 05 29. (W) SCALED DE5467* PRVD02 - 1.588 (meters) 5.21 (feet) ADJUSTED DE5467 ___________________________________________________________________ DE5467 GEOID HEIGHT- -45.28 (meters) GEOID99 DE5467 DE5467 VERT ORDER - FIRST CLASS II DE5467 DE5467.The horizontal coordinates were scaled from a topographic map and have DE5467.an estimated accuracy of +/- 6 seconds. DE5467 DE5467.The orthometric height was determined by differential leveling DE5467.and adjusted by the National Geodetic Survey in April 2003. DE5467.No vertical observational check was made to the station. DE5467 DE5467.The geoid height was determined by GEOID99. DE5467 DE5467; North East Units Estimated Accuracy DE5467;SPC PRVI - 269,430. 236,120. MT (+/- 180 meters Scaled) DE5467 DE5467 SUPERSEDED SURVEY CONTROL DE5467 DE5467.No superseded survey control is available for this station. DE5467 DE5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA072435(NAD 83) DE5467_MARKER: DV = VERTICAL CONTROL DISK DE5467_SETTING: 37 = SEAWALL DE5467_STAMPING: A 1002 2002 DE5467_MARK LOGO: NGS DE5467_MAGNETIC: N = NO MAGNETIC MATERIAL DE5467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5467+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2002 DE5467 DE5467 HISTORY - Date Condition Report By DE5467 HISTORY - 20020127 MONUMENTED NGS DE5467 DE5467 STATION DESCRIPTION DE5467 DE5467'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5467'0.5 KM (0.3 MI) WESTERLY AND THEN NORTHERLY ALONG STATE HIGHWAY 35 DE5467'FROM THE JUNCTION OF STATE HIGHWAY 1 IN SAN JUAN, THENCE 0.1 MI DE5467'WESTERLY ALONG A PAVED ROAD, THENCE 0.1 MI NORTHERLY AND THEN WESTERLY DE5467'ON A PAVED ROAD, IN TOP OF A CONCRETE SEAWALL ON THE NORTH SIDE OF THE DE5467'ROAD, 41.4 M NORTHEAST OF TRIANGULATION SIG C, 6.1 M NORTH OF THE ROAD DE5467'CENTERLINE, 2.5 M WEST OF A SIGN (REDUCTOR VELOCIDAD), 1.5 M NORTHEAST DE5467'OF THE CENTER OF A MANHOLE COVER, 0.9 M SOUTH OF THE NORTH EDGE OF THE DE5467'SEAWALL, AND 0.3 M BELOW THE LEVEL OF THE ROAD. DE5467'NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5482 *********************************************************************** DE5482 DESIGNATION - A 1003 DE5482 PID - DE5482 DE5482 COUNTRY - PUERTO RICO DE5482 USGS QUAD - DE5482 DE5482 *CURRENT SURVEY CONTROL DE5482 ___________________________________________________________________ DE5482* NAD 83(1986)- 18 25 47. (N) 066 22 10. (W) SCALED DE5482* PRVD02 - 44.153 (meters) 144.86 (feet) ADJUSTED DE5482 ___________________________________________________________________ DE5482 GEOID HEIGHT- -44.67 (meters) GEOID99 DE5482 DE5482 VERT ORDER - FIRST CLASS II DE5482 DE5482.The horizontal coordinates were scaled from a topographic map and have DE5482.an estimated accuracy of +/- 6 seconds. DE5482 DE5482.The orthometric height was determined by differential leveling DE5482.and adjusted by the National Geodetic Survey in April 2003. DE5482.No vertical observational check was made to the station. DE5482 DE5482.The geoid height was determined by GEOID99. DE5482 DE5482; North East Units Estimated Accuracy DE5482;SPC PRVI - 266,010. 206,750. MT (+/- 180 meters Scaled) DE5482 DE5482 SUPERSEDED SURVEY CONTROL DE5482 DE5482.No superseded survey control is available for this station. DE5482 DE5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA778397(NAD 83) DE5482_MARKER: DV = VERTICAL CONTROL DISK DE5482_SETTING: 66 = SET IN ROCK OUTCROP DE5482_STAMPING: A 1003 2002 DE5482_MARK LOGO: NGS DE5482_MAGNETIC: N = NO MAGNETIC MATERIAL DE5482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5482+STABILITY: POSITION/ELEVATION WELL DE5482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5482+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5482 DE5482 HISTORY - Date Condition Report By DE5482 HISTORY - 2002 MONUMENTED NGS DE5482 DE5482 STATION DESCRIPTION DE5482 DE5482'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5482'19.7 KM (12.25 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5482'OF STATE HIGHWAY 140 IN BARCELONETA, ON A ROCK LEDGE NEAR THE CENTER DE5482'OF A 6 BY 6-FOOT EXPOSED ROCK OUTCROP, 38.5 M EAST OF KILOMETER POST DE5482'35.5, 18.6 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 7.6 M DE5482'NORTH OF THE CENTER OF AN OFF RAMP AT EXIT 35, 0.5 M BELOW THE LEVEL DE5482'OF THE HIGHWAY, AND 0.4 M SOUTH OF A WITNESS POST. DE5482'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5503 *********************************************************************** DE5503 DESIGNATION - A 1004 DE5503 PID - DE5503 DE5503 COUNTRY - PUERTO RICO DE5503 USGS QUAD - DE5503 DE5503 *CURRENT SURVEY CONTROL DE5503 ___________________________________________________________________ DE5503* NAD 83(1986)- 18 29 17. (N) 066 40 17. (W) SCALED DE5503* PRVD02 - 3.021 (meters) 9.91 (feet) ADJUSTED DE5503 ___________________________________________________________________ DE5503 GEOID HEIGHT- -46.67 (meters) GEOID99 DE5503 DE5503 VERT ORDER - FIRST CLASS II DE5503 DE5503.The horizontal coordinates were scaled from a topographic map and have DE5503.an estimated accuracy of +/- 6 seconds. DE5503 DE5503.The orthometric height was determined by differential leveling DE5503.and adjusted by the National Geodetic Survey in April 2003. DE5503.No vertical observational check was made to the station. DE5503 DE5503.The geoid height was determined by GEOID99. DE5503 DE5503; North East Units Estimated Accuracy DE5503;SPC PRVI - 272,480. 174,860. MT (+/- 180 meters Scaled) DE5503 DE5503 SUPERSEDED SURVEY CONTROL DE5503 DE5503.No superseded survey control is available for this station. DE5503 DE5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA458457(NAD 83) DE5503_MARKER: F = FLANGE-ENCASED ROD DE5503_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5503+WITH SETTING: INFORMATION. DE5503_STAMPING: A 1004 2002 DE5503_MARK LOGO: NGS DE5503_PROJECTION: FLUSH DE5503_MAGNETIC: I = MARKER IS A STEEL ROD DE5503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5503+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5503_ROD/PIPE-DEPTH: 0.9 meters DE5503_SLEEVE-DEPTH : 0.6 meters DE5503 DE5503 HISTORY - Date Condition Report By DE5503 HISTORY - 2002 MONUMENTED NGS DE5503 DE5503 STATION DESCRIPTION DE5503 DE5503'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5503'4.7 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5503'STATE HIGHWAY 2 ARECIBO, 37.0 M SOUTH OF THE HIGHWAY CENTER, 36.6 M DE5503'NORTH OF THE WEST GATE POST OF A GATE LEADING TO LIQUILUX GAS DE5503'CORPORATION, 2.9 M WEST OF THE CENTER OF A PAVED ROAD, 0.4 M EAST OF A DE5503'WITNESS POST AND FENCE, AND 0.3 M BELOW THE LEVEL OF THE ROAD. DE5503'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5503'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5503'ROD WAS DRIVEN TO REFUSAL AND ANCHORED. THE MARK IS ON THE HIGHWAY DE5503'RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5521 *********************************************************************** DE5521 DESIGNATION - A 1005 DE5521 PID - DE5521 DE5521 COUNTRY - PUERTO RICO DE5521 USGS QUAD - DE5521 DE5521 *CURRENT SURVEY CONTROL DE5521 ___________________________________________________________________ DE5521* NAD 83(1986)- 18 28 10. (N) 066 53 04. (W) SCALED DE5521* PRVD02 - 99.840 (meters) 327.56 (feet) ADJUSTED DE5521 ___________________________________________________________________ DE5521 GEOID HEIGHT- -46.27 (meters) GEOID99 DE5521 DE5521 VERT ORDER - FIRST CLASS II DE5521 DE5521.The horizontal coordinates were scaled from a topographic map and have DE5521.an estimated accuracy of +/- 6 seconds. DE5521 DE5521.The orthometric height was determined by differential leveling DE5521.and adjusted by the National Geodetic Survey in April 2003. DE5521.No vertical observational check was made to the station. DE5521 DE5521.The geoid height was determined by GEOID99. DE5521 DE5521; North East Units Estimated Accuracy DE5521;SPC PRVI - 270,470. 152,350. MT (+/- 180 meters Scaled) DE5521 DE5521 SUPERSEDED SURVEY CONTROL DE5521 DE5521.No superseded survey control is available for this station. DE5521 DE5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA233434(NAD 83) DE5521_MARKER: DV = VERTICAL CONTROL DISK DE5521_SETTING: 66 = SET IN ROCK OUTCROP DE5521_STAMPING: A 1005 2002 DE5521_MARK LOGO: NGS DE5521_MAGNETIC: N = NO MAGNETIC MATERIAL DE5521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5521+STABILITY: POSITION/ELEVATION WELL DE5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5521+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5521 DE5521 HISTORY - Date Condition Report By DE5521 HISTORY - 2002 MONUMENTED NGS DE5521 DE5521 STATION DESCRIPTION DE5521 DE5521'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5521'6.4 KM (4.0 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5521'STATE HIGHWAY 485 DE5521'IN QUEBRADILLAS, IN A 3 BY 5-FOOT ROCK LEDGE NEAR THE WEST END OF A DE5521'HIGHWAY CUT, 47.1 M DE5521'EAST OF THE CENTER OF A STREET, 39.0 M EAST OF THE WEST END OF THE DE5521'CUT, 32.3 M WEST OF A DE5521'CONCRETE UTILITY POLE, 15.0 M EAST OF A UTILITY POLE, 14.1 M SOUTH OF DE5521'THE CENTERLINE OF THE DE5521'EASTBOUND HIGHWAY, 4.6 M WEST OF A UTILITY POLE, 0.5 M WEST OF A DE5521'WITNESS POST, AND 0.4 M DE5521'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY DE5521'RIGHT-OF-WAY. DE5521' DE5521' DE5521' DE5521' DE5521' DE5521' DE5521' DE5521' DE5521' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5556 *********************************************************************** DE5556 DESIGNATION - A 1006 DE5556 PID - DE5556 DE5556 COUNTRY - PUERTO RICO DE5556 USGS QUAD - DE5556 DE5556 *CURRENT SURVEY CONTROL DE5556 ___________________________________________________________________ DE5556* NAD 83(1986)- 18 28 47. (N) 067 09 07. (W) SCALED DE5556* PRVD02 - 60.961 (meters) 200.00 (feet) ADJUSTED DE5556 ___________________________________________________________________ DE5556 GEOID HEIGHT- -46.79 (meters) GEOID99 DE5556 DE5556 VERT ORDER - FIRST CLASS II DE5556 DE5556.The horizontal coordinates were scaled from a topographic map and have DE5556.an estimated accuracy of +/- 6 seconds. DE5556 DE5556.The orthometric height was determined by differential leveling DE5556.and adjusted by the National Geodetic Survey in April 2003. DE5556.No vertical observational check was made to the station. DE5556 DE5556.The geoid height was determined by GEOID99. DE5556 DE5556; North East Units Estimated Accuracy DE5556;SPC PRVI - 271,690. 124,100. MT (+/- 180 meters Scaled) DE5556 DE5556 SUPERSEDED SURVEY CONTROL DE5556 DE5556.No superseded survey control is available for this station. DE5556 DE5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA951442(NAD 83) DE5556_MARKER: DV = VERTICAL CONTROL DISK DE5556_SETTING: 66 = SET IN ROCK OUTCROP DE5556_STAMPING: A 1006 2002 DE5556_MARK LOGO: NGS DE5556_MAGNETIC: N = NO MAGNETIC MATERIAL DE5556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5556+STABILITY: POSITION/ELEVATION WELL DE5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5556+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5556 DE5556 HISTORY - Date Condition Report By DE5556 HISTORY - 2002 MONUMENTED NGS DE5556 DE5556 STATION DESCRIPTION DE5556 DE5556'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5556'4.0 KM (2.5 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5556'OF STATE HIGHWAY 2 DE5556'IN AGUADILLA, NEAR THE NORTH END OF A 6 BY 30-FOOT AREA OF EXPOSED DE5556'BEDROCK, 61.0 M SOUTH DE5556'OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 4467, 9.5 M WEST OF THE DE5556'HIGHWAY CENTERLINE, DE5556'4.0 M SOUTHEAST OF THE CENTER OF A DRIVEWAY, 2.4 M SOUTH OF THE NORTH DE5556'END OF THE DE5556'BEDROCK, 1.5 M WEST OF A UTILITY POLE, 1.1 M SOUTH OF A WITNESS POST, DE5556'AND 0.5 M ABOVE THE DE5556'LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5556' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA9178 *********************************************************************** AA9178 DESIGNATION - AGUA USCG A AA9178 PID - AA9178 AA9178 COUNTRY - PUERTO RICO AA9178 USGS QUAD - AA9178 AA9178 *CURRENT SURVEY CONTROL AA9178 ___________________________________________________________________ AA9178* NAD 83(1993)- 18 27 43.45736(N) 067 03 59.93889(W) ADJUSTED AA9178* PRVD02 - 128.689 (meters) 422.21 (feet) ADJUSTED AA9178 ___________________________________________________________________ AA9178 EPOCH DATE - 1995.00 AA9178 X - 2,358,218.450 (meters) COMP AA9178 Y - -5,573,632.055 (meters) COMP AA9178 Z - 2,006,987.412 (meters) COMP AA9178 LAPLACE CORR- 1.16 (seconds) DEFLEC99 AA9178 ELLIP HEIGHT- 84.80 (meters) (11/17/95) GPS OBS AA9178 GEOID HEIGHT- -46.17 (meters) GEOID99 AA9178 AA9178 HORZ ORDER - A AA9178 VERT ORDER - FIRST CLASS II AA9178 ELLP ORDER - FIRST CLASS II AA9178 AA9178.The horizontal coordinates were established by GPS observations AA9178.and adjusted by the National Geodetic Survey in November 1995. AA9178.The horizontal coordinates are valid at the epoch date displayed above. AA9178.The epoch date for horizontal control is a decimal equivalence AA9178.of Year/Month/Day. AA9178 AA9178.The orthometric height was determined by differential leveling AA9178.and adjusted by the National Geodetic Survey in April 2003. AA9178.No vertical observational check was made to the station. AA9178 AA9178.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA9178 AA9178.The Laplace correction was computed from DEFLEC99 derived deflections. AA9178 AA9178.The ellipsoidal height was determined by GPS observations AA9178.and is referenced to NAD 83. AA9178 AA9178.The geoid height was determined by GEOID99. AA9178 AA9178; North East Units Scale Converg. AA9178;SPC PRVI - 269,705.732 133,105.508 MT 1.00000187 -0 11 53.4 AA9178;UTM 19 - 2,042,399.662 704,161.032 MT 1.00011532 +0 36 44.9 AA9178 AA9178|---------------------------------------------------------------------| AA9178| PID Reference Object Distance Geod. Az | AA9178| dddmmss.s | AA9178| AA9179 AGUA USCG B 352.323 METERS 15433 | AA9178|---------------------------------------------------------------------| AA9178 AA9178 SUPERSEDED SURVEY CONTROL AA9178 AA9178.No superseded survey control is available for this station. AA9178 AA9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA0416142400(NAD 83) AA9178_MARKER: F = FLANGE-ENCASED ROD AA9178_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA9178_STAMPING: AGUA USCG A 1995 AA9178_MARK LOGO: NGS AA9178_PROJECTION: FLUSH AA9178_MAGNETIC: I = MARKER IS A STEEL ROD AA9178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA9178+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002 AA9178_ROD/PIPE-DEPTH: 10 meters AA9178_SLEEVE-DEPTH : 1.2 meters AA9178 AA9178 HISTORY - Date Condition Report By AA9178 HISTORY - 1995 MONUMENTED NGS AA9178 HISTORY - 20020215 GOOD NGS AA9178 AA9178 STATION DESCRIPTION AA9178 AA9178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA9178'LOCATED IN THE NORTHWEST PORTION OF THE ISLAND OF PUERTO RICO AT THE AA9178'MUNICIPIO DE AGUADILLA U.S. NAVAL TRANSMITTER SITE ABOUT 3 MI (4.8 AA9178'KM) SOUTHWEST OF ISABELLA, PUERTO RICO. TO REACH FROM THE AA9178'INTERSECTION OF HIGHWAY 2 AND ROUTE 112 ABOUT 2 MI (3.2 KM) SOUTH OF AA9178'ISABELLA, PROCEED WEST ON HIGHWAY 2 FOR 2.3 MI (3.7 KM) TO A ROAD AA9178'RIGHT AT THE ENTRANCE TO THE NAVAL TRANSMITTER FACILITY. TURN RIGHT AA9178'AND PROCEED NORTHERLY FOR 0.2 MI (0.3 KM) TO THE GATE OF THE FACILITY, AA9178'PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.05 MI (0.08 KM) TO AA9178'THE STATION IN A GRASSY AREA TO THE RIGHT. THE STATION LIES IN THE AA9178'FIELD ON THE OUTSIDE OF THE ROAD THAT CIRCLES THE MAIN BUILDING AA9178'CONSTRUCTED IN THE SHAPE OF A CROSS AND IS IN LINE ON RANGE WITH THE AA9178'SOUTHWEST AND SOUTHEAST EDGES OF THE MAIN BUILDING. MARK IS A AA9178'STAINLESS STEEL ROD DRIVEN TO REFUSAL IN A GREASED FILLED SLEEVE AA9178'ENCASED IN A 12 CM DIAM PVC PIPE WITH A ALUMINUM ALLOY LOGO CAP. THE AA9178'SS ROD IS ROUNDED AND CENTER PUNCHED. IT IS 110 FT (33.5 M) NORTHEAST AA9178'OF THE NORTH CORNER OF THE GUARDSHACK AT THE GATE (BUILDING NUMBER AA9178'3122) , 104 FT (31.7 M) WEST-SOUTHWEST OF A WITNESS POST NEXT TO A AA9178'LIGHTPOST, 84 FT (25.6 M) NORTHWEST OF THE FENCELINE SURROUNDING THE AA9178'FACILITY AND 43 FT (13.1 M) SOUTH OF THE SOUTH EDGE OF THE CIRCULAR AA9178'DRIVE AROUND THE MAIN BUILDING. DESCRIBED BY M.L. ASLAKSEN JR. AA9178 AA9178 STATION RECOVERY (2002) AA9178 AA9178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA9178'9.30 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF AA9178'STATE HIGHWAY 107 IN AGUADILLA, THENCE 0.4 KM (0.25 MI) NORTHERLY AA9178'ALONG AN ENTRANCE ROAD LEADING TO A NAVAL TRANSMITTER FACILITY, AA9178'PASSING THRU A SECURITY GATE TO A GUARD SHACK, 33.1 M NORTHEAST OF THE AA9178'NORTH CORNER OF THE GUARD SHACK, 32.0 M WEST OF A WITNESS POST AND A AA9178'SECURITY LIGHT POLE, 31.4 M NORTHEAST OF THE CENTERLINE OF THE AA9178'ENTRANCE ROAD, 25.5 M NORTHWEST OF A CHAIN-LINK FENCE, 16.1 M SOUTH OF AA9178'THE CENTER OF A DRIVEWAY, 0.3 M BELOW THE LEVEL OF THE DRIVEWAY. AA9178'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT, NAVAL AA9178'TRANSMITTER FACILITY, CONTACT JIM BAILEY, CWO2, U.S. COAST GUARD, ESD AA9178'AND, 5 CALLE LA PUNTILLA, SAN JUAN, PR, PHONE 787-729-4353. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA9179 *********************************************************************** AA9179 FBN - This is a Federal Base Network Control Station. AA9179 DESIGNATION - AGUA USCG B AA9179 PID - AA9179 AA9179 COUNTRY - PUERTO RICO AA9179 USGS QUAD - AA9179 AA9179 *CURRENT SURVEY CONTROL AA9179 ___________________________________________________________________ AA9179* NAD 83(1993)- 18 27 33.10988(N) 067 03 54.77954(W) ADJUSTED AA9179* PRVD02 - 138.982 (meters) 455.98 (feet) ADJUSTED AA9179 ___________________________________________________________________ AA9179 EPOCH DATE - 1995.00 AA9179 X - 2,358,400.947 (meters) COMP AA9179 Y - -5,573,674.887 (meters) COMP AA9179 Z - 2,006,688.912 (meters) COMP AA9179 LAPLACE CORR- 1.17 (seconds) DEFLEC99 AA9179 ELLIP HEIGHT- 95.15 (meters) (11/17/95) GPS OBS AA9179 GEOID HEIGHT- -46.10 (meters) GEOID99 AA9179 AA9179 HORZ ORDER - A AA9179 VERT ORDER - FIRST CLASS II AA9179 ELLP ORDER - FIRST CLASS II AA9179 AA9179.The horizontal coordinates were established by GPS observations AA9179.and adjusted by the National Geodetic Survey in November 1995. AA9179.The horizontal coordinates are valid at the epoch date displayed above. AA9179.The epoch date for horizontal control is a decimal equivalence AA9179.of Year/Month/Day. AA9179 AA9179.The orthometric height was determined by differential leveling AA9179.and adjusted by the National Geodetic Survey in April 2003. AA9179.No vertical observational check was made to the station. AA9179 AA9179.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA9179 AA9179.The Laplace correction was computed from DEFLEC99 derived deflections. AA9179 AA9179.The ellipsoidal height was determined by GPS observations AA9179.and is referenced to NAD 83. AA9179 AA9179.The geoid height was determined by GEOID99. AA9179 AA9179; North East Units Scale Converg. AA9179;SPC PRVI - 269,387.067 133,255.787 MT 1.00000167 -0 11 51.8 AA9179;UTM 19 - 2,042,083.118 704,315.822 MT 1.00011610 +0 36 46.2 AA9179 AA9179|---------------------------------------------------------------------| AA9179| PID Reference Object Distance Geod. Az | AA9179| dddmmss.s | AA9179| AA9178 AGUA USCG A 352.323 METERS 33433 | AA9179|---------------------------------------------------------------------| AA9179 AA9179 SUPERSEDED SURVEY CONTROL AA9179 AA9179.No superseded survey control is available for this station. AA9179 AA9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA0431642083(NAD 83) AA9179_MARKER: F = FLANGE-ENCASED ROD AA9179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA9179_STAMPING: AGUA USCG B 1995 AA9179_MARK LOGO: NGS AA9179_PROJECTION: FLUSH AA9179_MAGNETIC: I = MARKER IS A STEEL ROD AA9179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA9179+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002 AA9179_ROD/PIPE-DEPTH: 11 meters AA9179_SLEEVE-DEPTH : 1.2 meters AA9179 AA9179 HISTORY - Date Condition Report By AA9179 HISTORY - 1995 MONUMENTED NGS AA9179 HISTORY - 20020215 GOOD NGS AA9179 AA9179 STATION DESCRIPTION AA9179 AA9179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA9179'LOCATED IN THE NORTHWEST PORTION OF THE ISLAND OF PUERTO RICO AT THE AA9179'MUNICIPIO DE AGUADILLA U.S. NAVAL TRANSMITTER FACILITY ABOUT 3 MI AA9179'(4.8 KM) SOUTHWEST OF ISABELLA, PUERTO RICO. TO REACH FROM THE AA9179'INTERSECTION OF HIGHWAY 2 AND ROUTE 112 ABOUT 2 MI (3.2 KM) SOUTH OF AA9179'ISABELLA, PROCEED WEST ON HIGHWAY 2 FOR 2.3 MI (3.7 KM) TO A ROAD AA9179'RIGHT AT THE ENTRANCE TO THE NAVAL TRANSMITTER FACILITY, TURN RIGHT AA9179'AND PROCEED NORTHERLY FOR ABOUT 80 FT (24.4 M) TO THE STATION ON THE AA9179'LEFT IN A GRASSY SHOULDER AREA ADJACENT TO A BARBED WIRE FENCE. THE AA9179'STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL IN A GREASED FILLED AA9179'SLEEVE ENCASED IN A 12 CM DIAM PVC PIPE WITH AN ALUMINUM ALLOY LOGO AA9179'CAP. THE SS ROD IS ROUNDED AND CENTER PUNCHED. IT IS 88 FT (26.8 M) AA9179'WEST OF A LARGE ELEVATED MANHOLE ACCESS PAINTED YELLOW, 78 FT (23.8 M) AA9179'NORTH-NORTHWEST OF THE NORTH EDGE OF HIGHWAY 2, 39 FT (11.9 M) AA9179'WEST-SOUTHWEST OF THE WEST EDGE OF THE ENTRANCE ROAD TO THE AA9179'TRANSMITTER FACILITY AND 3 FT (0.9 M) EAST OF A WITNESS POST IN THE AA9179'BARBED WIRE FENCE LINE. DESCRIBED BY M.L. ASLAKSEN JR. AA9179 AA9179 STATION RECOVERY (2002) AA9179 AA9179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA9179'9.30 KM (5.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF AA9179'STATE HIGHWAY 107 IN AGUADILLA, 45.0 M WEST OF KILOMETER POST 116.3, AA9179'30.6 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 14.5 M WEST AA9179'OF THE CENTER OF A ROAD LEADING TO THE U.S. COAST GUARD AND NAVAL AA9179'TRANSMITTER FACILITY, 1.1 M SOUTHEAST OF A WITNESS POST, 0.9 M WEST OF AA9179'A FENCE, AND 0.5 M ABOVE THE LEVEL OF THE HIGHWAY. AA9179'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT, NAVAL AA9179'TRANSMITTER FACILITY, CONTACT JIM BAILEY, CWO2, U.S. COAST GUARD, ESD AA9179'AND, 5 CALLE LA PUNTILLA, SAN JUAN, PR, PHONE 787-729-4353. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7656 *********************************************************************** AA7656 DESIGNATION - B 1001 AA7656 PID - AA7656 AA7656 COUNTRY - PUERTO RICO AA7656 USGS QUAD - AA7656 AA7656 *CURRENT SURVEY CONTROL AA7656 ___________________________________________________________________ AA7656* NAD 83(1986)- 18 27 37. (N) 066 05 10. (W) SCALED AA7656* PRVD02 - 2.569 (meters) 8.43 (feet) ADJUSTED AA7656 ___________________________________________________________________ AA7656 GEOID HEIGHT- -45.28 (meters) GEOID99 AA7656 DYNAMIC HT - 2.564 (meters) 8.41 (feet) COMP AA7656 MODELED GRAV- 978,668.4 (mgal) NAVD 88 AA7656 AA7656 VERT ORDER - FIRST CLASS II AA7656 AA7656.The horizontal coordinates were scaled from a topographic map and have AA7656.an estimated accuracy of +/- 6 seconds. AA7656 AA7656.The orthometric height was determined by differential leveling AA7656.and adjusted by the National Geodetic Survey in April 2003. AA7656.No vertical observational check was made to the station. AA7656 AA7656.The geoid height was determined by GEOID99. AA7656 AA7656.The dynamic height is computed by dividing the NAVD 88 AA7656.geopotential number by the normal gravity value computed on the AA7656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7656.degrees latitude (g = 980.6199 gals.). AA7656 AA7656.The modeled gravity was interpolated from observed gravity values. AA7656 AA7656; North East Units Estimated Accuracy AA7656;SPC PRVI - 269,430. 236,680. MT (+/- 180 meters Scaled) AA7656 AA7656 SUPERSEDED SURVEY CONTROL AA7656 AA7656.No superseded survey control is available for this station. AA7656 AA7656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA077435(NAD 83) AA7656_MARKER: DD = SURVEY DISK AA7656_SETTING: 38 = BRIDGE ABUTMENT AA7656_STAMPING: B 1001 1995 AA7656_MARK LOGO: NOS AA7656_MAGNETIC: N = NO MAGNETIC MATERIAL AA7656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7656+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2002 AA7656 AA7656 HISTORY - Date Condition Report By AA7656 HISTORY - 1995 MONUMENTED NGS AA7656 HISTORY - 20020124 GOOD NGS AA7656 AA7656 STATION DESCRIPTION AA7656 AA7656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 AA7656'LOCATED ON THE SE SIDE OF OLD SAN JUAN, SW OF FUERTE SAN GERONIMO ON AA7656'THE NW SIDE OF THE PUENTA DOS HERMANOS BRIDGE AT A CORNER IN THE AA7656'CONCRETE SEAWALL/ABUTMENT, 51.3 FT (15.6 M) EAST OF EDGE OF ROUTE 25, AA7656'6.1 FT (1.9 M) EAST OF EAST EDGE OF CRUSHED CORAL SEAWALL. STATION IS AA7656'A NOS BRASS DISK STAMPED ---B 1001 1995--- SET IN A DRILL HOLE AA7656'(RECESSED) IN THE CONCRETE BASE OF THE NW SIDE OF THE PUENTA DOS AA7656'HERMANOS BRIDGE SEAWALL/ABUTMENT. DESCRIBED BY R.J. HALL. AA7656 AA7656 STATION RECOVERY (2002) AA7656 AA7656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7656'IN SAN JUAN, AT THE INTERSECTION OF STATE HIGHWAY 25 AND ASHFORD AA7656'AVENUE, IN TOP OF AND 0.4 M WEST OF THE EAST END OF THE NORTHWEST AA7656'CONCRETE ABUTMENT OF THE AVENUE BRIDGE SPANNING A CANAL, 46.4 M NORTH AA7656'OF THE AVENUE CENTER, 22.5 M EAST OF THE NORTHBOUND HIGHWAY AA7656'CENTERLINE, AND 0.5 M BELOW THE LEVEL OF THE HIGHWAY. AA7656'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5468 *********************************************************************** DE5468 DESIGNATION - B 1002 DE5468 PID - DE5468 DE5468 COUNTRY - PUERTO RICO DE5468 USGS QUAD - DE5468 DE5468 *CURRENT SURVEY CONTROL DE5468 ___________________________________________________________________ DE5468* NAD 83(1986)- 18 27 16. (N) 066 05 14. (W) SCALED DE5468* PRVD02 - 8.907 (meters) 29.22 (feet) ADJUSTED DE5468 ___________________________________________________________________ DE5468 GEOID HEIGHT- -45.16 (meters) GEOID99 DE5468 DE5468 VERT ORDER - FIRST CLASS II DE5468 DE5468.The horizontal coordinates were scaled from a topographic map and have DE5468.an estimated accuracy of +/- 6 seconds. DE5468 DE5468.The orthometric height was determined by differential leveling DE5468.and adjusted by the National Geodetic Survey in April 2003. DE5468.No vertical observational check was made to the station. DE5468 DE5468.The geoid height was determined by GEOID99. DE5468 DE5468; North East Units Estimated Accuracy DE5468;SPC PRVI - 268,780. 236,560. MT (+/- 180 meters Scaled) DE5468 DE5468 SUPERSEDED SURVEY CONTROL DE5468 DE5468.No superseded survey control is available for this station. DE5468 DE5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA076429(NAD 83) DE5468_MARKER: DV = VERTICAL CONTROL DISK DE5468_SETTING: 38 = PIER DE5468_STAMPING: B 1002 2002 DE5468_MARK LOGO: NGS DE5468_MAGNETIC: N = NO MAGNETIC MATERIAL DE5468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5468+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5468 DE5468 HISTORY - Date Condition Report By DE5468 HISTORY - 2002 MONUMENTED NGS DE5468 DE5468 STATION DESCRIPTION DE5468 DE5468'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5468'1.4 KM (0.9 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DE5468'STATE HIGHWAY 2 IN SAN JUAN, IN TOP OF THE CONCRETE PILE CAP OF THE DE5468'2ND PIER NORTHEAST OF THE SOUTHWEST END OF A PEDESTRIAN OVERPASS OF DE5468'THE HIGHWAY, 26.6 M SOUTHEAST OF THE SOUTHEAST CORNER OF THE SIMCOX DE5468'REFRIGERATION SUPPLIERS BUILDING, 7.4 M NORTHEAST OF THE CENTER OF A DE5468'PAVED STREET, 6.7 M SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND DE5468'HIGHWAY, 1.2 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.8 M ABOVE THE DE5468'GROUND SURFACE. DE5468'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5483 *********************************************************************** DE5483 DESIGNATION - B 1003 DE5483 PID - DE5483 DE5483 COUNTRY - PUERTO RICO DE5483 USGS QUAD - DE5483 DE5483 *CURRENT SURVEY CONTROL DE5483 ___________________________________________________________________ DE5483* NAD 83(1986)- 18 25 52. (N) 066 22 39. (W) SCALED DE5483* PRVD02 - 39.357 (meters) 129.12 (feet) ADJUSTED DE5483 ___________________________________________________________________ DE5483 GEOID HEIGHT- -44.71 (meters) GEOID99 DE5483 DE5483 VERT ORDER - FIRST CLASS II DE5483 DE5483.The horizontal coordinates were scaled from a topographic map and have DE5483.an estimated accuracy of +/- 6 seconds. DE5483 DE5483.The orthometric height was determined by differential leveling DE5483.and adjusted by the National Geodetic Survey in April 2003. DE5483.No vertical observational check was made to the station. DE5483 DE5483.The geoid height was determined by GEOID99. DE5483 DE5483; North East Units Estimated Accuracy DE5483;SPC PRVI - 266,160. 205,900. MT (+/- 180 meters Scaled) DE5483 DE5483 SUPERSEDED SURVEY CONTROL DE5483 DE5483.No superseded survey control is available for this station. DE5483 DE5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA770398(NAD 83) DE5483_MARKER: DV = VERTICAL CONTROL DISK DE5483_SETTING: 66 = SET IN ROCK OUTCROP DE5483_STAMPING: B 1003 2002 DE5483_MARK LOGO: NGS DE5483_MAGNETIC: N = NO MAGNETIC MATERIAL DE5483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5483+STABILITY: POSITION/ELEVATION WELL DE5483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5483+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5483 DE5483 HISTORY - Date Condition Report By DE5483 HISTORY - 2002 MONUMENTED NGS DE5483 DE5483 STATION DESCRIPTION DE5483 DE5483'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5483'18.8 KM (11.7 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5483'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE NORTHEAST EDGE OF A 6 BY DE5483'7-FOOT EXPOSED ROCK OUTCROP ON TOP OF A HIGHWAY CUT, 38.3 M WEST OF DE5483'KILOMETER POST 36.3, 18.1 M NORTH OF THE CENTERLINE OF THE WESTBOUND DE5483'HIGHWAY, 11.7 M NORTHWEST OF THE MOST NORTHERLY LEG OF A HIGHWAY DE5483'INFORMATION SIGN (VEGA BAJA AVENUE), 9.6 M NORTH-NORTHWEST OF A DE5483'UTILITY LIGHT POLE, 3.0 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 M DE5483'NORTH OF A WITNESS POST. DE5483'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5504 *********************************************************************** DE5504 DESIGNATION - B 1004 DE5504 PID - DE5504 DE5504 COUNTRY - PUERTO RICO DE5504 USGS QUAD - DE5504 DE5504 *CURRENT SURVEY CONTROL DE5504 ___________________________________________________________________ DE5504* NAD 83(1986)- 18 28 55. (N) 066 41 08. (W) SCALED DE5504* PRVD02 - 6.449 (meters) 21.16 (feet) ADJUSTED DE5504 ___________________________________________________________________ DE5504 GEOID HEIGHT- -46.53 (meters) GEOID99 DE5504 DE5504 VERT ORDER - FIRST CLASS II DE5504 DE5504.The horizontal coordinates were scaled from a topographic map and have DE5504.an estimated accuracy of +/- 6 seconds. DE5504 DE5504.The orthometric height was determined by differential leveling DE5504.and adjusted by the National Geodetic Survey in April 2003. DE5504.No vertical observational check was made to the station. DE5504 DE5504.The geoid height was determined by GEOID99. DE5504 DE5504; North East Units Estimated Accuracy DE5504;SPC PRVI - 271,810. 173,360. MT (+/- 180 meters Scaled) DE5504 DE5504 SUPERSEDED SURVEY CONTROL DE5504 DE5504.No superseded survey control is available for this station. DE5504 DE5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA443450(NAD 83) DE5504_MARKER: F = FLANGE-ENCASED ROD DE5504_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5504_STAMPING: B 1004 2002 DE5504_MARK LOGO: NGS DE5504_PROJECTION: FLUSH DE5504_MAGNETIC: I = MARKER IS A STEEL ROD DE5504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5504+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5504_ROD/PIPE-DEPTH: 3.4 meters DE5504_SLEEVE-DEPTH : 0.9 meters DE5504 DE5504 HISTORY - Date Condition Report By DE5504 HISTORY - 2002 MONUMENTED NGS DE5504 DE5504 STATION DESCRIPTION DE5504 DE5504'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5504'3.0 KM (1.85 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5504'STATE HIGHWAY 2 ARECIBO, 7.6 M SOUTH OF THE HIGHWAY CENTERLINE, 5.6 M DE5504'WEST OF THE CENTER OF A STREET, 3.7 M SOUTH OF A UTILITY LIGHT POLE, DE5504'0.8 M SOUTH OF A FENCE CORNER, 0.4 M EAST OF A WITNESS POST AND FENCE, DE5504'AND 0.3 M ABOVE THE LEVEL OF THE STREET. DE5504'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5504'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5504'MARK IS ON THE STREET RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5522 *********************************************************************** DE5522 DESIGNATION - B 1005 DE5522 PID - DE5522 DE5522 COUNTRY - PUERTO RICO DE5522 USGS QUAD - DE5522 DE5522 *CURRENT SURVEY CONTROL DE5522 ___________________________________________________________________ DE5522* NAD 83(1986)- 18 27 53. (N) 066 53 30. (W) SCALED DE5522* PRVD02 - 111.491 (meters) 365.78 (feet) ADJUSTED DE5522 ___________________________________________________________________ DE5522 GEOID HEIGHT- -46.15 (meters) GEOID99 DE5522 DE5522 VERT ORDER - FIRST CLASS II DE5522 DE5522.The horizontal coordinates were scaled from a topographic map and have DE5522.an estimated accuracy of +/- 6 seconds. DE5522 DE5522.The orthometric height was determined by differential leveling DE5522.and adjusted by the National Geodetic Survey in April 2003. DE5522.No vertical observational check was made to the station. DE5522 DE5522.The geoid height was determined by GEOID99. DE5522 DE5522; North East Units Estimated Accuracy DE5522;SPC PRVI - 269,940. 151,590. MT (+/- 180 meters Scaled) DE5522 DE5522 SUPERSEDED SURVEY CONTROL DE5522 DE5522.No superseded survey control is available for this station. DE5522 DE5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA226429(NAD 83) DE5522_MARKER: DV = VERTICAL CONTROL DISK DE5522_SETTING: 66 = SET IN ROCK OUTCROP DE5522_STAMPING: B 1005 2002 DE5522_MARK LOGO: NGS DE5522_MAGNETIC: N = NO MAGNETIC MATERIAL DE5522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5522+STABILITY: POSITION/ELEVATION WELL DE5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5522+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5522 DE5522 HISTORY - Date Condition Report By DE5522 HISTORY - 2002 MONUMENTED NGS DE5522 DE5522 STATION DESCRIPTION DE5522 DE5522'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5522'5.6 KM (3.45MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5522'STATE HIGHWAY 485 DE5522'IN QUEBRADILLAS, SET VERTICALLY IN A 6 BY 14-FOOT AREA OF EXPOSED DE5522'BEDROCK IN A HIGHWAY DE5522'CUT, 14.1 M WEST OF A RETAINING WALL, 1.5 M ABOVE THE LEVEL OF THE DE5522'HIGHWAY, 1.1 M WEST OF DE5522'KILOMETER POST 95.6, AND 0.3 M EAST OF A WITNESS POST. NOTE--THE MARK DE5522'IS ON THE HIGHWAY DE5522'RIGHT-OF-WAY. DE5522' DE5522' DE5522' DE5522' DE5522' DE5522' DE5522' DE5522' DE5522' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5555 *********************************************************************** DE5555 DESIGNATION - B 1006 DE5555 PID - DE5555 DE5555 COUNTRY - PUERTO RICO DE5555 USGS QUAD - DE5555 DE5555 *CURRENT SURVEY CONTROL DE5555 ___________________________________________________________________ DE5555* NAD 83(1986)- 18 28 29. (N) 067 09 12. (W) SCALED DE5555* PRVD02 - 66.071 (meters) 216.77 (feet) ADJUSTED DE5555 ___________________________________________________________________ DE5555 GEOID HEIGHT- -46.70 (meters) GEOID99 DE5555 DE5555 VERT ORDER - FIRST CLASS II DE5555 DE5555.The horizontal coordinates were scaled from a topographic map and have DE5555.an estimated accuracy of +/- 6 seconds. DE5555 DE5555.The orthometric height was determined by differential leveling DE5555.and adjusted by the National Geodetic Survey in April 2003. DE5555.No vertical observational check was made to the station. DE5555 DE5555.The geoid height was determined by GEOID99. DE5555 DE5555; North East Units Estimated Accuracy DE5555;SPC PRVI - 271,140. 123,960. MT (+/- 180 meters Scaled) DE5555 DE5555 SUPERSEDED SURVEY CONTROL DE5555 DE5555.No superseded survey control is available for this station. DE5555 DE5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA949437(NAD 83) DE5555_MARKER: DV = VERTICAL CONTROL DISK DE5555_SETTING: 66 = SET IN ROCK OUTCROP DE5555_STAMPING: B 1006 2002 DE5555_MARK LOGO: NGS DE5555_MAGNETIC: N = NO MAGNETIC MATERIAL DE5555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5555+STABILITY: POSITION/ELEVATION WELL DE5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5555+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5555 DE5555 HISTORY - Date Condition Report By DE5555 HISTORY - 2002 MONUMENTED NGS DE5555 DE5555 STATION DESCRIPTION DE5555 DE5555'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5555'3.5 KM (2.15 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5555'OF STATE HIGHWAY 2 DE5555'IN AGUADILLA, IN A ROCK LEDGE NEAR THE NORTH END OF AN 8 BY 40-FOOT DE5555'AREA OF EXPOSED DE5555'BEDROCK IN A HIGHWAY CUT, 86.0 M SOUTH OF THE CENTER OF A STREET, 12.0 DE5555'M NORTH OF THE DE5555'CENTER OF A DRIVEWAY, 10.2 M SOUTH OF THE CENTER OF A DRIVEWAY LEADING DE5555'TO HOUSE NUMBER DE5555'2082, 6.2 M EAST OF THE CENTER OF THE NORTHBOUND HIGHWAY, 3.6 M SOUTH DE5555'OF THE NORTH END DE5555'OF THE CUT, 0.6 M NORTH OF A WITNESS POST, AND 0.4 M ABOVE THE LEVEL DE5555'OF THE HIGHWAY. DE5555'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' DE5555' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5485 *********************************************************************** DE5485 DESIGNATION - BERRIOS DE5485 PID - DE5485 DE5485 COUNTRY - PUERTO RICO DE5485 USGS QUAD - DE5485 DE5485 *CURRENT SURVEY CONTROL DE5485 ___________________________________________________________________ DE5485* NAD 83(1986)- 18 26 30. (N) 066 25 24. (W) SCALED DE5485* PRVD02 - 43.368 (meters) 142.28 (feet) ADJUSTED DE5485 ___________________________________________________________________ DE5485 GEOID HEIGHT- -45.02 (meters) GEOID99 DE5485 DE5485 VERT ORDER - FIRST CLASS II DE5485 DE5485.The horizontal coordinates were scaled from a topographic map and have DE5485.an estimated accuracy of +/- 6 seconds. DE5485 DE5485.The orthometric height was determined by differential leveling DE5485.and adjusted by the National Geodetic Survey in April 2003. DE5485.No vertical observational check was made to the station. DE5485 DE5485.The geoid height was determined by GEOID99. DE5485 DE5485; North East Units Estimated Accuracy DE5485;SPC PRVI - 267,330. 201,060. MT (+/- 180 meters Scaled) DE5485 DE5485 SUPERSEDED SURVEY CONTROL DE5485 DE5485.No superseded survey control is available for this station. DE5485 DE5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA721409(NAD 83) DE5485_MARKER: DV = VERTICAL CONTROL DISK DE5485_SETTING: 66 = SET IN ROCK OUTCROP DE5485_STAMPING: BERRIOS 2002 DE5485_MARK LOGO: NGS DE5485_MAGNETIC: N = NO MAGNETIC MATERIAL DE5485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5485+STABILITY: POSITION/ELEVATION WELL DE5485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5485+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5485 DE5485 HISTORY - Date Condition Report By DE5485 HISTORY - 2002 MONUMENTED NGS DE5485 DE5485 STATION DESCRIPTION DE5485 DE5485'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5485'13.7 KM (8.45 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5485'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE CENTER OF A 4 BY 10-FOOT DE5485'EXPOSED ROCK OUTCROP, IN A LARGE TRIANGLE MEDIAN FORMED BY THE DE5485'HIGHWAY, THE EXIT 41 OFF-RAMP, AND STATE HIGHWAY 137, 50.8 M EAST OF DE5485'KILOMETER POST 41.6, 55.0 M NORTH OF THE CENTERLINE OF THE WESTBOUND DE5485'HIGHWAY, 34.3 M NORTH OF A HIGH-LINE POLE, 20.5 M SOUTHWEST OF THE TOP DE5485'OF A HIGHWAY CUT ALONG THE SOUTHWEST SIDE OF THE OFF-RAMP, 1.0 M ABOVE DE5485'THE LEVEL OF THE HIGHWAY, 0.6 M WEST OF A WITNESS POST, AND 0.5 M EAST DE5485'OF A WITNESS POST. DE5485'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1514 *********************************************************************** TV1514 SACS - This is a Secondary Airport Control Station. TV1514 DESIGNATION - BQN A TV1514 PID - TV1514 TV1514 COUNTRY - PUERTO RICO TV1514 USGS QUAD - TV1514 TV1514 *CURRENT SURVEY CONTROL TV1514 ___________________________________________________________________ TV1514* NAD 83(1997)- 18 29 20.76025(N) 067 08 45.09984(W) ADJUSTED TV1514* PRVD02 - 71.693 (meters) 235.21 (feet) ADJUSTED TV1514 ___________________________________________________________________ TV1514 X - 2,350,121.164 (meters) COMP TV1514 Y - -5,575,962.842 (meters) COMP TV1514 Z - 2,009,806.623 (meters) COMP TV1514 LAPLACE CORR- 3.09 (seconds) DEFLEC99 TV1514 ELLIP HEIGHT- 27.05 (meters) (05/12/97) GPS OBS TV1514 GEOID HEIGHT- -46.96 (meters) GEOID99 TV1514 TV1514 HORZ ORDER - FIRST TV1514 VERT ORDER - FIRST CLASS II TV1514 ELLP ORDER - FOURTH CLASS II TV1514 TV1514.This mark is at Rafael Hernandez Airport (BQN) TV1514 TV1514.The horizontal coordinates were established by GPS observations TV1514.and adjusted by the National Geodetic Survey in May 1997. TV1514 TV1514.The orthometric height was determined by differential leveling TV1514.and adjusted by the National Geodetic Survey in April 2003. TV1514.No vertical observational check was made to the station. TV1514 TV1514.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1514 TV1514.The Laplace correction was computed from DEFLEC99 derived deflections. TV1514 TV1514.The ellipsoidal height was determined by GPS observations TV1514.and is referenced to NAD 83. TV1514 TV1514.The geoid height was determined by GEOID99. TV1514 TV1514; North East Units Scale Converg. TV1514;SPC PRVI - 272,728.146 124,750.430 MT 1.00000385 -0 13 22.6 TV1514;UTM 19 - 2,045,303.799 695,763.250 MT 1.00007379 +0 35 17.4 TV1514 TV1514 SUPERSEDED SURVEY CONTROL TV1514 TV1514 NAD 83(1993)- 18 29 20.75771(N) 067 08 45.10929(W) AD( ) 1 TV1514 ELLIP HT - 27.11 (m) (01/13/94) GP( ) 4 1 TV1514 TV1514.Superseded values are not recommended for survey control. TV1514.NGS no longer adjusts projects to the PR datum. TV1514.See file dsdata.txt to determine how the superseded data were derived. TV1514 TV1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA9576345304(NAD 83) TV1514_MARKER: DD = SURVEY DISK TV1514_SETTING: 34 = ABANDONED LIGHT BASE TV1514_STAMPING: BQN A 1993 TV1514_MARK LOGO: NOS TV1514_MAGNETIC: N = NO MAGNETIC MATERIAL TV1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TV1514+STABILITY: SURFACE MOTION TV1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1514+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002 TV1514 TV1514 HISTORY - Date Condition Report By TV1514 HISTORY - 1993 MONUMENTED NOS TV1514 HISTORY - 19930420 GOOD NGS TV1514 HISTORY - 19960329 GOOD NGS TV1514 HISTORY - 20020308 GOOD NGS TV1514 TV1514 STATION DESCRIPTION TV1514 TV1514'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 TV1514'THE STATION IS LOCATED AT THE RAFALE HERNANDEZ AIRPORT NEAR THE WEST TV1514'END OF RUNWAY 8-26. TO OBTAIN ACCESS TO THE AIRFIELD, CONTACT MR. TV1514'GONZALO GONZALY, AIRPORT MANAGER (AT THIS TIME). P.O. BOX 446, TV1514'RAMEY, PUERTO RICO 00604. PHONE 809-891-0006 OR 891-2286. TV1514'THE STATION IS LOCATED AT THE WEST SIDE OF THE AIRPORT, SOUTHWEST OF TV1514'THE CENTERLINE END OF RUNWAY 8 AND ALONG THE NORTHWEST EDGE OF A TV1514'LARGE CONCRETE RUN-UP PAD. TV1514'THE STATION IS LOCATED 103.419 M (339.300 FT) SOUTHWEST OF THE TV1514'CENTERLINE END OF RUNWAY 8, 62.09 M (203.71 FT) SOUTHWEST OF THE TV1514'SOUTH REIL SERVING RUNWAY 8, AND 60.14 M (197.31 FT) WEST OF THE TV1514'INTERSECTION OF THE TAXIWAY CENTERLINE AND THE HOLD BAR. TV1514 TV1514 STATION RECOVERY (1993) TV1514 TV1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 TV1514'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT JUST SOUTHWEST TV1514'OF RWY END 8. IT IS 339.3 FT (103.4 M) SOUTHWEST OF CL END RWY 8 TV1514'(MARKED WITH A RAILROAD SPIKE), 203.7 FT (62.1 M) SOUTHWEST OF THE TV1514'SOUTH REIL, AND 197.3 FT (60.1 M) WEST OF THE INTERSECTION OF THE TV1514'TAXIWAY CENTERLINE AND THE HOLD BAR. IT IS AN NOS DISK STAMPED BQN A TV1514'1993 AND CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 4 FT TV1514'(1.2 M) X 4 FT (1.2 M) CONCRETE ABANDONED LIGHT BASE ALONG THE TV1514'NORTHWEST EDGE OF A LARGE CONCRETE RUN-UP AREA. TV1514 TV1514 STATION RECOVERY (1996) TV1514 TV1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) TV1514'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE ISLAND OF TV1514'PUERTO RICO, NORTH-NORTHEAST OF AGUADILLA, AT THE RAFAEL HERNANDEZ TV1514'AIRPORT. NEAR AND SOUTHWEST OF THE SOUTHWEST END OF RUNWAY END 08, TV1514'SOUTH-SOUTHWEST OF AND ACROSS THE RUNWAY FROM THE LAST HANGAR TO THE TV1514'WEST, ALONG THE NORTHWEST EDGE OF A LARGE CONCRETE RUN-UP AREA, SET IN TV1514'TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST CORNER OF A 5 X TV1514'5-FOOT ABANDONED LIGHT BASE. OWNERSHIP--PUERTO RICO PORT AUTHORITY, TV1514'RAFAEL HERNANDAZ AIRPORT, P.O. BOX 250466, AGUADILLA, PUERTO RICO. TV1514'00604-0466. AIRPORT MANAGER GONZALO GONZALEZ, PHONE 787-891-0006 OR TV1514'891-2286. NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL, (ESCORT REQUIRED. TV1514'NOTE--THIS STATION WAS SELECTED AS A (SACS) . 103.4 M (339.2 FT) TV1514'SOUTHWEST OF THE RUNWAY 08 CENTERLINE END (MARKED WITH A RAILROAD TV1514'SPIKE) , 62.1 M (203.7 FT) SOUTHWEST OF THE SOUTH REIL, 60.1 M (197.2 TV1514'FT) WEST OF THE INTERSECTION OF THE TAXI CENTERLINE AND THE HOLD BAR, TV1514'AND THE STATION IS LEVEL WITH THE RUN-UP AREA AND FLUSH WITH THE TV1514'CONCRETE SURFACE. BY R.G. HAYES TV1514 TV1514 STATION RECOVERY (2002) TV1514 TV1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) TV1514'5.8 KM (3.6 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF TV1514'STATE HIGHWAY 2 IN TV1514'AGUADILLA, THENCE 1.3 KM (0.8 MI) EASTERLY ALONG ORIANDO ALACON AVENUE TV1514'TO THE RAFAEL TV1514'HERMANDAZ AIRPORT MAIN GATE, THENCE 1.3 KM (0.8 MI) SOUTHERLY AND TV1514'SOUTHWESTERLY TV1514'ALONG A TAXIWAY, THENCE 0.4 KM (0.25 MI) SOUTHERLY PASSING THE END OF TV1514'RUNWAY 8, NEAR THE TV1514'SOUTHEAST CORNER OF THE 5TH CONCRETE LIGHT BASE (LIGHT REMOVED) ALONG TV1514'THE TV1514'NORTHWEST EDGE OF A LARGE RUN-UP AREA, 103.0 M SOUTHWEST OF THE TV1514'CENTERLINE END OF TV1514'THE RUNWAY, 62.0 M SOUTHWEST OF THE SOUTH REIL, 60.0 M WEST OF THE TV1514'INTERSECTION OF THE TV1514'TAXIWAY CENTERLINE AND THE HOLD BARS, 0.3 M NORTHWEST OF THE CORNER, TV1514'AND THE MARK IS TV1514'FLUSH WITH THE SURROUNDING AREA. NOTE--THE MARK IS ON PROPERTY OWNED TV1514'BY THE TV1514'RAFAEL HERNANDAZ AIRPORT, P.O. BOX 250466, AGUADILLA, PR 00604-0466, TV1514'CONTACT GONZALO TV1514'GONZALEX, AIRPORT MANAGER, PHONE 787-891-2286. THIS IS A SECONDARY TV1514'AIRPORT CONTROL TV1514'STATION. TV1514' TV1514' TV1514' TV1514' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1515 *********************************************************************** TV1515 PACS - This is a Primary Airport Control Station. TV1515 DESIGNATION - BQN B TV1515 PID - TV1515 TV1515 COUNTRY - PUERTO RICO TV1515 USGS QUAD - TV1515 TV1515 *CURRENT SURVEY CONTROL TV1515 ___________________________________________________________________ TV1515* NAD 83(1997)- 18 29 31.29419(N) 067 08 01.03648(W) ADJUSTED TV1515* PRVD02 - 68.676 (meters) 225.31 (feet) ADJUSTED TV1515 ___________________________________________________________________ TV1515 X - 2,351,271.249 (meters) COMP TV1515 Y - -5,575,363.385 (meters) COMP TV1515 Z - 2,010,112.824 (meters) COMP TV1515 LAPLACE CORR- 2.59 (seconds) DEFLEC99 TV1515 ELLIP HEIGHT- 24.03 (meters) (05/12/97) GPS OBS TV1515 GEOID HEIGHT- -46.97 (meters) GEOID99 TV1515 TV1515 HORZ ORDER - B TV1515 VERT ORDER - FIRST CLASS II TV1515 ELLP ORDER - FOURTH CLASS II TV1515 TV1515.This mark is at Rafael Hernandez Airport (BQN) TV1515 TV1515.The horizontal coordinates were established by GPS observations TV1515.and adjusted by the National Geodetic Survey in May 1997. TV1515 TV1515.The orthometric height was determined by differential leveling TV1515.and adjusted by the National Geodetic Survey in April 2003. TV1515.No vertical observational check was made to the station. TV1515 TV1515.Photographs are available for this station. TV1515 TV1515.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1515 TV1515.The Laplace correction was computed from DEFLEC99 derived deflections. TV1515 TV1515.The ellipsoidal height was determined by GPS observations TV1515.and is referenced to NAD 83. TV1515 TV1515.The geoid height was determined by GEOID99. TV1515 TV1515; North East Units Scale Converg. TV1515;SPC PRVI - 273,047.037 126,044.302 MT 1.00000408 -0 13 08.8 TV1515;UTM 19 - 2,045,640.999 697,052.571 MT 1.00008005 +0 35 31.8 TV1515 TV1515 SUPERSEDED SURVEY CONTROL TV1515 TV1515 NAD 83(1993)- 18 29 31.29166(N) 067 08 01.04593(W) AD( ) B TV1515 ELLIP HT - 24.08 (m) (01/13/94) GP( ) 4 1 TV1515 TV1515.Superseded values are not recommended for survey control. TV1515.NGS no longer adjusts projects to the PR datum. TV1515.See file dsdata.txt to determine how the superseded data were derived. TV1515 TV1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA9705345641(NAD 83) TV1515_MARKER: DD = SURVEY DISK TV1515_SETTING: 34 = ABANDONED FOOTING TV1515_STAMPING: BQN B 1993 TV1515_MARK LOGO: NOS TV1515_MAGNETIC: N = NO MAGNETIC MATERIAL TV1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TV1515+STABILITY: SURFACE MOTION TV1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1515+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002 TV1515 TV1515 HISTORY - Date Condition Report By TV1515 HISTORY - 1993 MONUMENTED NOS TV1515 HISTORY - 19930420 GOOD NGS TV1515 HISTORY - 19960329 GOOD NGS TV1515 HISTORY - 20000222 GOOD NGS TV1515 HISTORY - 20020308 GOOD NGS TV1515 TV1515 STATION DESCRIPTION TV1515 TV1515'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 TV1515'THE STATION IS LOCATED AT THE RAFAEL HERNANDEZ AIRPORT NEAR MID-FIELD. TV1515'TO OBTAIN ACCESS TO THE AIRFIELD, CONTACT MR GONZALO GONZALY AIRPORT TV1515'MANAGER (AT THIS TIME). P.O. BOX 446, RAMEY PUERTO RICO 00604. PHONE TV1515'809-891-0006 OR 891-2286. TV1515'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT, SOUTHEAST OF TV1515'THE TERMINAL BLDG AND NORTHEAST OF A SMALL RED AND WHITE CONTROL TV1515'TOWER (UNICOM TOWER), SOUTH OF RUNWAY 8-26 ON A GRASSY KNOLL. TV1515'STATION IS LOCATED 164.89 M (540.98 FT) SOUTH OF THE CENTER LINE OF TV1515'RUNWAY 8-26, 95.4 M (313.0 FT) EAST OF THE CENTERLINE OF A TV1515'NORTH/SOUTH SERVICE ROAD, 46.85 M (153.71 FT) NORTHWEST OF THE CENTER TV1515'OF A 4X6 FOOT CONCRETE VAULT. DISK IS CEMENTED IN THE NORTHWEST TV1515'CORNER OF A 6X6 FOOT CONCRETE MANHOLE WHICH PROJECTS 0.46 M (1.51 FT). TV1515 TV1515 STATION RECOVERY (1993) TV1515 TV1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 TV1515'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT IN THE GRASS TV1515'AREA SOUTH OF RWY 8-26 AND OPPOSITE THE TERMINAL BUILDING. IT IS 541 TV1515'FT (164.9 M) SOUTH OF THE CENTERLINE OF THE RUNWAY, 313 FT (95.4 M) TV1515'EAST OF THE CENTERLINE OF A N/S SERVICE ROAD, 331.8 FT (101.1 M) TV1515'NORTHEAST OF THE NORTHEAST CORNER OF THE UNICOM TOWER (A SMALL CONTROL TV1515'TOWER PAINTED RED AND WHITE), AND 153.7 FT (46.8 M) NORTHWEST OF THE TV1515'CENTER OF A 4 FT (1.2 M) X 6 FT (1.8 M) CONCRETE VAULT. IT IS AN NOS TV1515'DISK STAMPED BQN B 1993 AND CEMENTED IN A DRILL HOLE IN THE NORTHWEST TV1515'CORNER OF A 6 FT (1.8 M) X 6 FT (1.8 M) CONCRETE MANHOLE THAT PROJECTS TV1515'1.5 FT (0.5 M) ABOVE THE GROUND. TV1515 TV1515 STATION RECOVERY (1996) TV1515 TV1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) TV1515'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE ISLAND OF TV1515'PUERTO RICO, NORTH-NORTHEAST OF AGUADILLA, AT THE RAFAEL HERNANDEZ TV1515'AIRPORT. NEAR THE CENTER OF THE AIRPORT, SOUTH OF AND ACROSS THE TV1515'RUNWAY FROM THE FEDEX HANGAR (CENTER 1 OF 3 HANGARS) , ON A GRASS TV1515'KNOLL NORTHEAST OF THE UNICOM TOWER, SET IN TOP OF AND 0.2 M (0.7 FT) TV1515'EAST OF THE WEST CORNER OF A 6 X 6 X 12-FOOT DEEP CONCRETE MANHOLE TV1515'JUNCTION BOX PROJECTING ABOUT 0.4 M. (1.3 FT) OWNERSHIP--PUERTO RICO TV1515'PORT AUTHORITY, RAFAEL HERNANDAZ AIRPORT, P.O. BOX 250466, AGUADILLA, TV1515'PUERTO RICO. 00604-0466. AIRPORT MANAGER GONZALO GONZALEZ, PHONE TV1515'787-891-0006 OR 891-2286. NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL, TV1515'(ESCORT REQUIRED. NOTE--THIS STATION WAS SELECTED AS A (PACS) . TV1515'LOCATED 164.9 M (541.0 FT) SOUTH OF THE RUNWAY CENTERLINE, 101.1 M TV1515'(331.7 FT) NORTHEAST OF THE UNICOM TOWERS NORTHEAST CORNER, 95.4 M TV1515'(313.0 FT) EAST OF A NORTH-SOUTH SERVICE ROAD, 46.8 M (153.5 FT) TV1515'NORTHWEST OF THE CENTER OF A 4 X 6-FOOT CONCRETE VAULT, AND THE TV1515'STATION IS ABOUT 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE RUNWAY AND TV1515'PROJECTING ABOUT 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE. BY R.G. TV1515'HAYES TV1515 TV1515 STATION RECOVERY (2000) TV1515 TV1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF) TV1515'RECOVERED AS DESCRIBED. TV1515 TV1515 STATION RECOVERY (2002) TV1515 TV1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) TV1515'5.8 KM (3.6 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF TV1515'STATE HIGHWAY 2 IN TV1515'AGUADILLA, THENCE 1.3 KM (0.8 MI) EASTERLY ALONG ORIANDO ALACON AVENUE TV1515'TO THE RAFAEL TV1515'HERMANDAZ AIRPORT MAIN GATE, THENCE 0.7 KM (0.4 MI) SOUTHERLY ALONG TV1515'A APRON AND THEN TV1515'ACROSS THE RUNWAY TO THE TOP OF A SMALL KNOLL, NEAR THE NORTHWEST TV1515'CORNER OF A 6 BY TV1515'6-FOOT SEWER ACCESS BOX, 165.0 M SOUTH OF THE RUNWAY CENTERLINE, 101.0 TV1515'M NORTHEAST OF TV1515'THE NORTHEAST CORNER OF THE UNICOM TOWER BUILDING, 46.8 M NORTHWEST OF TV1515'THE CENTER OF TV1515'AN ELECTRIC VAULT, 2.0 M ABOVE THE LEVEL OF THE RUNWAY, 0.4 M ABOVE TV1515'THE GROUND SURFACE, TV1515'AND 0.3 M SOUTH OF THE NORTH EDGE OF THE BOX. NOTE--THE MARK IS ON TV1515'PROPERTY OWNED BY TV1515'THE RAFAEL HERNANDAZ AIRPORT, P.O. BOX 250466, AGUADILLA, PR TV1515'00604-0466, CONTACT GONZALO TV1515'GONZALEX, AIRPORT MANAGER, PHONE 787-891-2286. THIS IS A PRIMARY TV1515'AIRPORT CONTROL TV1515'STATION. TV1515' TV1515' TV1515' TV1515' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5557 *********************************************************************** DE5557 DESIGNATION - BQN C RESET DE5557 PID - DE5557 DE5557 COUNTRY - PUERTO RICO DE5557 USGS QUAD - DE5557 DE5557 *CURRENT SURVEY CONTROL DE5557 ___________________________________________________________________ DE5557* NAD 83(1986)- 18 29 53. (N) 067 07 15. (W) SCALED DE5557* PRVD02 - 63.020 (meters) 206.76 (feet) ADJUSTED DE5557 ___________________________________________________________________ DE5557 GEOID HEIGHT- -47.06 (meters) GEOID99 DE5557 DE5557 VERT ORDER - FIRST CLASS II DE5557 DE5557.The horizontal coordinates were scaled from a topographic map and have DE5557.an estimated accuracy of +/- 6 seconds. DE5557 DE5557.The orthometric height was determined by differential leveling DE5557.and adjusted by the National Geodetic Survey in April 2003. DE5557.No vertical observational check was made to the station. DE5557 DE5557.The geoid height was determined by GEOID99. DE5557 DE5557; North East Units Estimated Accuracy DE5557;SPC PRVI - 273,710. 127,400. MT (+/- 180 meters Scaled) DE5557 DE5557 SUPERSEDED SURVEY CONTROL DE5557 DE5557.No superseded survey control is available for this station. DE5557 DE5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA983463(NAD 83) DE5557_MARKER: DV = VERTICAL CONTROL DISK DE5557_SETTING: 31 = VAULT DE5557_STAMPING: BQN C RESET 2002 DE5557_MARK LOGO: NGS DE5557_MAGNETIC: N = NO MAGNETIC MATERIAL DE5557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5557+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5557 DE5557 HISTORY - Date Condition Report By DE5557 HISTORY - 2002 MONUMENTED NGS DE5557 DE5557 STATION DESCRIPTION DE5557 DE5557'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5557'5.8 KM (3.6 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF DE5557'STATE HIGHWAY 2 IN DE5557'AGUADILLA, THENCE 1.3 KM (0.8 MI) EASTERLY ALONG ORIANDO ALACON AVENUE DE5557'TO THE RAFAEL DE5557'HERMANDAZ AIRPORT MAIN GATE, THENCE 0.3 KM (0.2 MI) SOUTHERLY THROUGH DE5557'THE GATE AND ON DE5557'TO AN APRON, THENCE 1.6 KM (1.0 MI) EASTERLY CROSSING AN APRON AND DE5557'THEN ALONG A TAXIWAY DE5557'TO THE HOLD BARS, NEAR THE SOUTHWEST CORNER OF A CONCRETE ELECTRIC DE5557'VAULT, 31.0 M DE5557'NORTH OF THE RUNWAY EDGE, 10.5 M EAST OF A TAXIWAY LIGHT AT THE END OF DE5557'THE HOLD BARS, 8.7 DE5557'M WEST OF THE SOUTHWEST END OF A RUNWAY SIGN (26-8), 1.2 M SOUTHWEST DE5557'OF THE CENTER OF A DE5557'MAN HOLE COVER, 0.1 M ABOVE THE LEVEL OF THE TAXIWAY. NOTE--THE DE5557'MARK IS ON PROPERTY DE5557'OWNED BY THE RAFAEL HERNANDAZ AIRPORT, P.O. BOX 250466, AGUADILLA, PR DE5557'00604-0466, CONTACT DE5557'GONZALO GONZALEX, AIRPORT MANAGER, PHONE 787-891-2286. THIS IS A DE5557'PRIMARY AIRPORT DE5557'CONTROL STATION. DE5557' DE5557' DE5557' DE5557' DE5557' DE5557' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7658 *********************************************************************** AA7658 DESIGNATION - C 1001 AA7658 PID - AA7658 AA7658 COUNTRY - PUERTO RICO AA7658 USGS QUAD - AA7658 AA7658 *CURRENT SURVEY CONTROL AA7658 ___________________________________________________________________ AA7658* NAD 83(1986)- 18 27 09. (N) 066 02 52. (W) SCALED AA7658* PRVD02 - 1.683 (meters) 5.52 (feet) ADJUSTED AA7658 ___________________________________________________________________ AA7658 GEOID HEIGHT- -45.12 (meters) GEOID99 AA7658 DYNAMIC HT - 1.680 (meters) 5.51 (feet) COMP AA7658 MODELED GRAV- 978,669.2 (mgal) NAVD 88 AA7658 AA7658 VERT ORDER - FIRST CLASS II AA7658 AA7658.The horizontal coordinates were scaled from a topographic map and have AA7658.an estimated accuracy of +/- 6 seconds. AA7658 AA7658.The orthometric height was determined by differential leveling AA7658.and adjusted by the National Geodetic Survey in April 2003. AA7658.No vertical observational check was made to the station. AA7658 AA7658.The geoid height was determined by GEOID99. AA7658 AA7658.The dynamic height is computed by dividing the NAVD 88 AA7658.geopotential number by the normal gravity value computed on the AA7658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7658.degrees latitude (g = 980.6199 gals.). AA7658 AA7658.The modeled gravity was interpolated from observed gravity values. AA7658 AA7658; North East Units Estimated Accuracy AA7658;SPC PRVI - 268,570. 240,730. MT (+/- 180 meters Scaled) AA7658 AA7658 SUPERSEDED SURVEY CONTROL AA7658 AA7658.No superseded survey control is available for this station. AA7658 AA7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA118427(NAD 83) AA7658_MARKER: F = FLANGE-ENCASED ROD AA7658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA7658_STAMPING: C 1001 1995 AA7658_MARK LOGO: NOS AA7658_PROJECTION: FLUSH AA7658_MAGNETIC: I = MARKER IS A STEEL ROD AA7658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7658+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2002 AA7658_ROD/PIPE-DEPTH: 29.0 meters AA7658_SLEEVE-DEPTH : 1.0 meters AA7658 AA7658 HISTORY - Date Condition Report By AA7658 HISTORY - 1995 MONUMENTED NGS AA7658 HISTORY - 20020228 GOOD NGS AA7658 AA7658 STATION DESCRIPTION AA7658 AA7658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7658'THE STATION IS LOCATED IN THE NE SECTION OF THE MUNICIPALITY OF SAN AA7658'JUAN IN THE SANTA TERESITA SUBDIVISION ALONG THE NE EDGE OF PARQUE AA7658'BARBOSA IN A TRIANGULAR TRAFFIC ISLAND. TO REACH FROM THE ROUTE 26 AA7658'OVERPASS AND CALLE PROVEDENCIA, PROCEED NORTH O.3 MI ON CALLE AA7658'PROVEDENCIA WHICH TURNS INTO AVIENDA LAS AMERICAS, TO THE TRAFFIC AA7658'ISLAND WITH STATION. IT IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL IN AA7658'A GREASE SLEEVE WITH A LOGO CAP STAMPED ---C 1001 1995--- SET FLUSH AA7658'WITH THE GROUND 58.6 FT (17.9 M) WEST OF TELEPHONE POLE NUMBER AA7658'22-13-30, 37.3 FT (11.4 M) EAST OF THE NORTHEASTERN MOST BLACK LIGHT AA7658'POLE OF PAQUE BARBOSA, AND 2.7 FT (0.8 M) NORTH FROM SOUTH CORNER OF AA7658'TRIANGULAR MEDIAN. A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH AA7658'GREASE SECURITY SLEEVE ENCASED IN 5 INCH PVC PIPE WITH AN ALUMINUM AA7658'ACCESS COVER. THE SS ROD WAS ROUNDED AND CENTERPUNCHED TO FACILITATE AA7658'PRECISE LEVELING AND INSTRUMENT CENTERING. THE MARK IS REPORTED AS AA7658'BEING SUITABLE FOR GPS OBSERVATIONS BUT NO SUCH OBSERVATIONS WERE AA7658'CONDUCTED AT THIS TIME. DESCRIBED BY M.L. ASLAKSEN. AA7658 AA7658 STATION RECOVERY (2002) AA7658 AA7658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7658'RECOVERED AS DESCRIBED. THE ROD WAS SAID TO BE DRIVEN TO REFUSAL BUT AA7658'NO DEPTH WAS AA7658'RECORDED. AA7658' AA7658' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5563 *********************************************************************** DE5563 DESIGNATION - C 1002 DE5563 PID - DE5563 DE5563 COUNTRY - PUERTO RICO DE5563 USGS QUAD - DE5563 DE5563 *CURRENT SURVEY CONTROL DE5563 ___________________________________________________________________ DE5563* NAD 83(1986)- 18 26 24. (N) 066 05 03. (W) SCALED DE5563* PRVD02 - 4.766 (meters) 15.64 (feet) ADJUSTED DE5563 ___________________________________________________________________ DE5563 GEOID HEIGHT- -44.85 (meters) GEOID99 DE5563 DE5563 VERT ORDER - FIRST CLASS II DE5563 DE5563.The horizontal coordinates were scaled from a topographic map and have DE5563.an estimated accuracy of +/- 6 seconds. DE5563 DE5563.The orthometric height was determined by differential leveling DE5563.and adjusted by the National Geodetic Survey in April 2003. DE5563.No vertical observational check was made to the station. DE5563 DE5563.The geoid height was determined by GEOID99. DE5563 DE5563; North East Units Estimated Accuracy DE5563;SPC PRVI - 267,180. 236,890. MT (+/- 180 meters Scaled) DE5563 DE5563 SUPERSEDED SURVEY CONTROL DE5563 DE5563.No superseded survey control is available for this station. DE5563 DE5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA080413(NAD 83) DE5563_MARKER: DV = VERTICAL CONTROL DISK DE5563_SETTING: 38 = BRIDGE ABUTMENT DE5563_STAMPING: C 1002 2002 DE5563_MARK LOGO: NGS DE5563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5563+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5563 DE5563 HISTORY - Date Condition Report By DE5563 HISTORY - 2002 MONUMENTED NGS DE5563 DE5563 STATION DESCRIPTION DE5563 DE5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5563'0.8 KM (0.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION DE5563'OF STATE HIGHWAY DE5563'1 IN SAN JUAN, IN TOP OF AND 0.8 M SOUTHEAST OF THE NORTHWEST END OF DE5563'THE SOUTHWEST DE5563'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING CANO DE MARTIN PENA, DE5563'6.8 M DE5563'NORTHWEST OF THE CENTERLINE OF THE SOUTH-WESTBOUND LANES OF THE DE5563'HIGHWAY, 4.4 M DE5563'SOUTH OF A STREET LIGHT POLE, AND 0.2 M ABOVE THE LEVEL OF THE DE5563'HIGHWAY. NOTE--THE MARK IS DE5563'ON THE HIGHWAY RIGHT-OF-WAY. DE5563' DE5563' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5576 *********************************************************************** DE5576 DESIGNATION - C 1003 DE5576 PID - DE5576 DE5576 COUNTRY - PUERTO RICO DE5576 USGS QUAD - DE5576 DE5576 *CURRENT SURVEY CONTROL DE5576 ___________________________________________________________________ DE5576* NAD 83(1986)- 18 26 03. (N) 066 23 01. (W) SCALED DE5576* PRVD02 - 33.617 (meters) 110.29 (feet) ADJUSTED DE5576 ___________________________________________________________________ DE5576 GEOID HEIGHT- -44.79 (meters) GEOID99 DE5576 DE5576 VERT ORDER - FIRST CLASS II DE5576 DE5576.The horizontal coordinates were scaled from a topographic map and have DE5576.an estimated accuracy of +/- 6 seconds. DE5576 DE5576.The orthometric height was determined by differential leveling DE5576.and adjusted by the National Geodetic Survey in April 2003. DE5576.No vertical observational check was made to the station. DE5576 DE5576.The geoid height was determined by GEOID99. DE5576 DE5576; North East Units Estimated Accuracy DE5576;SPC PRVI - 266,500. 205,250. MT (+/- 180 meters Scaled) DE5576 DE5576 SUPERSEDED SURVEY CONTROL DE5576 DE5576.No superseded survey control is available for this station. DE5576 DE5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA763402(NAD 83) DE5576_MARKER: DV = VERTICAL CONTROL DISK DE5576_SETTING: 38 = BRIDGE ABUTMENT DE5576_STAMPING: C 1003 2002 DE5576_MARK LOGO: NGS DE5576_MAGNETIC: N = NO MAGNETIC MATERIAL DE5576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5576+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5576 DE5576 HISTORY - Date Condition Report By DE5576 HISTORY - 2002 MONUMENTED NGS DE5576 DE5576 STATION DESCRIPTION DE5576 DE5576'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5576'18.1 KM (11.25 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5576'OF STATE HIGHWAY 140 DE5576'IN BARCELONETA, IN TOP OF AND 1.2 M SOUTHWEST OF THE NORTHEAST END OF DE5576'THE NORTHWEST DE5576'CONCRETE ABUTMENT OF THE WESTBOUND HIGHWAY BRIDGE SPANNING RIO INDIO, DE5576'35.7 M EAST OF DE5576'KILOMETER POST 37.1, 6.2 M NORTHEAST OF AND LEVEL WITH THE WESTBOUND DE5576'HIGHWAY, 5.6 M DE5576'SOUTHEAST OF THE EDGE OF THE ABUTMENT, AND 0.3 M NORTHWEST OF THE DE5576'BRIDGE DECK. DE5576'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5576' DE5576' DE5576' DE5576' DE5576' DE5576' DE5576' DE5576' DE5576' DE5576' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5505 *********************************************************************** DE5505 DESIGNATION - C 1004 DE5505 PID - DE5505 DE5505 COUNTRY - PUERTO RICO DE5505 USGS QUAD - DE5505 DE5505 *CURRENT SURVEY CONTROL DE5505 ___________________________________________________________________ DE5505* NAD 83(1986)- 18 28 28. (N) 066 42 05. (W) SCALED DE5505* PRVD02 - 0.928 (meters) 3.04 (feet) ADJUSTED DE5505 ___________________________________________________________________ DE5505 GEOID HEIGHT- -46.36 (meters) GEOID99 DE5505 DE5505 VERT ORDER - FIRST CLASS II DE5505 DE5505.The horizontal coordinates were scaled from a topographic map and have DE5505.an estimated accuracy of +/- 6 seconds. DE5505 DE5505.The orthometric height was determined by differential leveling DE5505.and adjusted by the National Geodetic Survey in April 2003. DE5505.No vertical observational check was made to the station. DE5505 DE5505.The geoid height was determined by GEOID99. DE5505 DE5505; North East Units Estimated Accuracy DE5505;SPC PRVI - 270,980. 171,690. MT (+/- 180 meters Scaled) DE5505 DE5505 SUPERSEDED SURVEY CONTROL DE5505 DE5505.No superseded survey control is available for this station. DE5505 DE5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA427442(NAD 83) DE5505_MARKER: F = FLANGE-ENCASED ROD DE5505_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5505_STAMPING: C 1004 2002 DE5505_MARK LOGO: NGS DE5505_PROJECTION: FLUSH DE5505_MAGNETIC: I = MARKER IS A STEEL ROD DE5505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5505+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5505_ROD/PIPE-DEPTH: 23.5 meters DE5505_SLEEVE-DEPTH : 0.9 meters DE5505 DE5505 HISTORY - Date Condition Report By DE5505 HISTORY - 2002 MONUMENTED NGS DE5505 DE5505 STATION DESCRIPTION DE5505 DE5505'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5505'0.9 KM (0.55 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5505'STATE HIGHWAY 2 ARECIBO, 18.5 M NORTH OF THE CENTER OF AN ENTRANCE DE5505'ROAD TO A POWER PLANT, 7.6 M SOUTHEAST OF THE HIGHWAY CENTERLINE, 2.0 DE5505'M SOUTHWEST OF A UTILITY POLE, 0.4 M NORTHWEST OF A WITNESS POST, AND DE5505'0.3 M BELOW THE LEVEL OF THE HIGHWAY. DE5505'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5505'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5505'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5523 *********************************************************************** DE5523 DESIGNATION - C 1005 DE5523 PID - DE5523 DE5523 COUNTRY - PUERTO RICO DE5523 USGS QUAD - DE5523 DE5523 *CURRENT SURVEY CONTROL DE5523 ___________________________________________________________________ DE5523* NAD 83(1986)- 18 27 42. (N) 066 54 01. (W) SCALED DE5523* PRVD02 - 121.371 (meters) 398.20 (feet) ADJUSTED DE5523 ___________________________________________________________________ DE5523 GEOID HEIGHT- -46.07 (meters) GEOID99 DE5523 DE5523 VERT ORDER - FIRST CLASS II DE5523 DE5523.The horizontal coordinates were scaled from a topographic map and have DE5523.an estimated accuracy of +/- 6 seconds. DE5523 DE5523.The orthometric height was determined by differential leveling DE5523.and adjusted by the National Geodetic Survey in April 2003. DE5523.No vertical observational check was made to the station. DE5523 DE5523.The geoid height was determined by GEOID99. DE5523 DE5523; North East Units Estimated Accuracy DE5523;SPC PRVI - 269,610. 150,680. MT (+/- 180 meters Scaled) DE5523 DE5523 SUPERSEDED SURVEY CONTROL DE5523 DE5523.No superseded survey control is available for this station. DE5523 DE5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA217425(NAD 83) DE5523_MARKER: DV = VERTICAL CONTROL DISK DE5523_SETTING: 66 = SET IN ROCK OUTCROP DE5523_STAMPING: C 1005 2002 DE5523_MARK LOGO: NGS DE5523_MAGNETIC: N = NO MAGNETIC MATERIAL DE5523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5523+STABILITY: POSITION/ELEVATION WELL DE5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5523+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5523 DE5523 HISTORY - Date Condition Report By DE5523 HISTORY - 2002 MONUMENTED NGS DE5523 DE5523 STATION DESCRIPTION DE5523 DE5523'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5523'4.9 KM (2.85 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5523'STATE HIGHWAY 485 DE5523'IN QUEBRADILLAS, IN A ROCK LEDGE OF A 4 BY 7-FOOT AREA OF EXPOSED DE5523'BEDROCK NEAR THE WEST DE5523'END OF A HIGHWAY CUT, 10.3 M WEST OF A HIGHWAY INFORMATION SIGN DE5523'(MERCADO), 9.8 M NORTH OF DE5523'THE CENTERLINE OF THE WESTBOUND HIGHWAY, 2.7 M EAST OF A CONCRETE DE5523'WALL, 2.4 M EAST OF DE5523'KILOMETER POST 96.4, 0.5 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M DE5523'WEST OF A WITNESS DE5523'POST. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' DE5523' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5554 *********************************************************************** DE5554 DESIGNATION - C 1006 DE5554 PID - DE5554 DE5554 COUNTRY - PUERTO RICO DE5554 USGS QUAD - DE5554 DE5554 *CURRENT SURVEY CONTROL DE5554 ___________________________________________________________________ DE5554* NAD 83(1986)- 18 28 05. (N) 067 09 14. (W) SCALED DE5554* PRVD02 - 67.814 (meters) 222.49 (feet) ADJUSTED DE5554 ___________________________________________________________________ DE5554 GEOID HEIGHT- -46.56 (meters) GEOID99 DE5554 DE5554 VERT ORDER - FIRST CLASS II DE5554 DE5554.The horizontal coordinates were scaled from a topographic map and have DE5554.an estimated accuracy of +/- 6 seconds. DE5554 DE5554.The orthometric height was determined by differential leveling DE5554.and adjusted by the National Geodetic Survey in April 2003. DE5554.No vertical observational check was made to the station. DE5554 DE5554.The geoid height was determined by GEOID99. DE5554 DE5554; North East Units Estimated Accuracy DE5554;SPC PRVI - 270,400. 123,890. MT (+/- 180 meters Scaled) DE5554 DE5554 SUPERSEDED SURVEY CONTROL DE5554 DE5554.No superseded survey control is available for this station. DE5554 DE5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA949429(NAD 83) DE5554_MARKER: DV = VERTICAL CONTROL DISK DE5554_SETTING: 66 = SET IN ROCK OUTCROP DE5554_STAMPING: C 1006 2002 DE5554_MARK LOGO: NGS DE5554_MAGNETIC: N = NO MAGNETIC MATERIAL DE5554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5554+STABILITY: POSITION/ELEVATION WELL DE5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5554+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5554 DE5554 HISTORY - Date Condition Report By DE5554 HISTORY - 2002 MONUMENTED NGS DE5554 DE5554 STATION DESCRIPTION DE5554 DE5554'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5554'2.7 KM (1.7 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5554'OF STATE HIGHWAY 2 DE5554'IN AGUADILLA, IN A 3 BY 5-FOOT AREA OF EXPOSED BEDROCK NEAR THE NORTH DE5554'END OF A HIGHWAY DE5554'CUT, 28.3 M SOUTH OF THE CENTER OF A STREET, 9.6 M WEST OF THE DE5554'CENTERLINE OF THE DE5554'SOUTHBOUND HIGHWAY, 9.3 M SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, DE5554'8.5 M NORTH OF DE5554'THE NORTHWEST CORNER OF A BUS STOP SHELTER, 2.0 M SOUTH OF THE NORTH DE5554'END OF THE DE5554'BEDROCK, 0.5 M NORTHEAST OF A WITNESS POST, AND 0.5 M ABOVE THE LEVEL DE5554'OF THE LEVEL OF THE DE5554'HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' DE5554' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB9769 *********************************************************************** AB9769 SACS - This is a Secondary Airport Control Station. AB9769 DESIGNATION - CP D 93 AB9769 PID - AB9769 AB9769 COUNTRY - PUERTO RICO AB9769 USGS QUAD - AB9769 AB9769 *CURRENT SURVEY CONTROL AB9769 ___________________________________________________________________ AB9769* NAD 83(1997)- 18 30 00.88381(N) 067 06 48.53994(W) ADJUSTED AB9769* PRVD02 - 58.343 (meters) 191.41 (feet) ADJUSTED AB9769 ___________________________________________________________________ AB9769 X - 2,353,114.599 (meters) COMP AB9769 Y - -5,574,261.616 (meters) COMP AB9769 Z - 2,010,972.288 (meters) COMP AB9769 LAPLACE CORR- 1.92 (seconds) DEFLEC99 AB9769 ELLIP HEIGHT- 13.59 (meters) (03/06/00) GPS OBS AB9769 GEOID HEIGHT- -47.09 (meters) GEOID99 AB9769 AB9769 HORZ ORDER - FIRST AB9769 VERT ORDER - FIRST CLASS II AB9769 ELLP ORDER - FOURTH CLASS II AB9769 AB9769.This mark is at Rafael Hernandez Airport (BQN) AB9769 AB9769.The horizontal coordinates were established by GPS observations AB9769.and adjusted by the National Geodetic Survey in March 2000. AB9769 AB9769.The orthometric height was determined by differential leveling AB9769.and adjusted by the National Geodetic Survey in April 2003. AB9769.No vertical observational check was made to the station. AB9769 AB9769.Photographs are available for this station. AB9769 AB9769.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9769 AB9769.The Laplace correction was computed from DEFLEC99 derived deflections. AB9769 AB9769.The ellipsoidal height was determined by GPS observations AB9769.and is referenced to NAD 83. AB9769 AB9769.The geoid height was determined by GEOID99. AB9769 AB9769; North East Units Scale Converg. AB9769;SPC PRVI - 273,948.785 128,174.389 MT 1.00000473 -0 12 46.1 AB9769;UTM 19 - 2,046,572.899 699,169.845 MT 1.00009042 +0 35 55.7 AB9769 AB9769 SUPERSEDED SURVEY CONTROL AB9769 AB9769 NAD 83(1993)- 18 30 00.88110(N) 067 06 48.54912(W) AD( ) 1 AB9769 ELLIP HT - 13.64 (m) (01/06/97) GP( ) 4 2 AB9769 AB9769.Superseded values are not recommended for survey control. AB9769.NGS no longer adjusts projects to the PR datum. AB9769.See file dsdata.txt to determine how the superseded data were derived. AB9769 AB9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA9917046573(NAD 83) AB9769_MARKER: N = NAIL AB9769_SETTING: 31 = ABANDONED LIGHT BASE FOOTING AB9769_STAMPING: CP D 93 NOS-CGS AB9769_MARK LOGO: NONE AB9769_MAGNETIC: N = NO MAGNETIC MATERIAL AB9769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AB9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9769+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002 AB9769 AB9769 HISTORY - Date Condition Report By AB9769 HISTORY - 1993 MONUMENTED NOS AB9769 HISTORY - 19930420 GOOD NGS AB9769 HISTORY - 19960329 GOOD NGS AB9769 HISTORY - 20000222 GOOD NGS AB9769 HISTORY - 20020408 GOOD NGS AB9769 AB9769 STATION DESCRIPTION AB9769 AB9769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 AB9769'THE STATION IS LOCATED AT THE EAST END OF THE AIRPORT JUST NORTH OF AB9769'RWY END 26. IT IS 197.1 FT (60.1 M) NORTH OF CL END RWY 26 (MARKED AB9769'WITH A SPIKE), 49.8 FT (15.2 M) NORTHWEST OF THE NORTH MOST THRESHOLD AB9769'LIGHT AND 48.0 FT (14.6 M) NORTH OF THE NORTH EDGE OF RUNWAY PAVEMENT. AB9769'IT IS A PK NAIL AND NOS-CGS ALUMINUM WASHER STAMPED CP D 93 CEMENTED AB9769'IN A DRILL HOLE AT THE NORTHEAST CORNER OF AN ABANDONED THRESHOLD AB9769'LIGHT BAR. IT IS DIRECTLY IDENTIFIED ON PHOTO 92 BCN 6849. AB9769 AB9769 STATION RECOVERY (1996) AB9769 AB9769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) AB9769'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE ISLAND OF AB9769'PUERTO RICO, NORTH-NORTHEAST OF AGUADILLA, AT THE RAFAEL HERNANDEZ AB9769'AIRPORT. NEAR AND NORTH OF THE NORTHEAST CORNER OF RUNWAY END 26, SET AB9769'IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST CORNER OF AN AB9769'ABANDONED CONCRETE THRESHOLD LIGHT BAR. OWNERSHIP--PUERTO RICO PORT AB9769'AUTHORITY, RAFAEL HERNANDAZ AIRPORT, P.O. BOX 250466, AGUADILLA, AB9769'PUERTO RICO. 00604-0466. AIRPORT MANAGER GONZALO GONZALEZ, PHONE AB9769'787-891-0006 OR 891-2286. NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL, AB9769'(ESCORT REQUIRED) . NOTE--THIS STATION WAS SELECTED AS A (SACS) . AB9769'NOTE--THE STATION IS A PK NAIL AND NOS-CGS ALUMINUM WASHER STAMPED (CP AB9769'D 93) , CEMENTED IN A DRILL HOLE NEAR THE NORTHEAST CORNER OF AN AB9769'ABANDONED THRESHOLD LIGHT BAR. LOCATED 60.0 M (196.8 FT) NORTH OF THE AB9769'CENTERLINE END OF RUNWAY END 26 (MARKED WITH A SPIKE) , 15.2 M (49.9 AB9769'FT) NORTHWEST OF THE NORTHERN MOST THRESHOLD LIGHT, 14.6 M (47.9 FT) AB9769'NORTH OF THE NORTH EDGE OF THE RUNWAY, AND THE STATION IS ABOUT LEVEL AB9769'WITH THE RUNWAY AND FLUSH WITH THE GROUND SURFACE. BY R.G. HAYES AB9769 AB9769 STATION RECOVERY (2000) AB9769 AB9769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF) AB9769'RECOVERED AS DESCRIBED. AB9769 AB9769 STATION RECOVERY (2002) AB9769 AB9769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AB9769'5.8 KM (3.6 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF AB9769'STATE HIGHWAY 2 IN AGUADILLA, THENCE 1.3 KM (0.8 MI) EASTERLY ALONG AB9769'ORIANDO ALACON AVENUE TO THE RAFAEL HERMANDAZ AIRPORT MAIN GATE, AB9769'THENCE 0.3 KM (0.2 MI) SOUTHERLY THROUGH THE GATE AND ON TO AN APRON, AB9769'THENCE 1.6 KM (1.0 MI) EASTERLY CROSSING AN APRON AND THEN ALONG A AB9769'TAXIWAY TO THE HOLD BARS, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG THE AB9769'NORTH EDGE OF THE RUNWAY TO THE RUNWAY THRESHOLD LIGHT BAR, A PK NAIL AB9769'SET IN TOP OF AND 0.1 M SOUTHWEST OF THE NORTHWEST CORNER OF A AB9769'CONCRETE THRESHOLD LIGHT BASE, 60.0 M NORTH OF THE RUNWAY CENTERLINE, AB9769'36.2 M NORTHEAST OF THE 1ST RUNWAY LIGHT, 29.2 M NORTH OF THE MOST AB9769'NORTHERLY THRESHOLD LIGHT, 14.5 M NORTH OF THE NORTH EDGE OF THE AB9769'PAVEMENT, 0.4 M BELOW THE LEVEL OF THE RUNWAY, AND 0.1 M BELOW THE AB9769'GROUND SURFACE. AB9769'NOTE--A WASHER WITH THE NAIL IS STAMPED CP D 93. AB9769'THE MARK IS ON PROPERTY OWNED BY THE RAFAEL HERNANDAZ AIRPORT, P.O. AB9769'BOX 250466, AGUADILLA, PR 00604-0466, CONTACT GONZALO GONZALEX, AB9769'AIRPORT MANAGER, PHONE 787-891-2286. AB9769'THIS IS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7659 *********************************************************************** AA7659 DESIGNATION - D 1001 AA7659 PID - AA7659 AA7659 COUNTRY - PUERTO RICO AA7659 USGS QUAD - AA7659 AA7659 *CURRENT SURVEY CONTROL AA7659 ___________________________________________________________________ AA7659* NAD 83(1986)- 18 26 43. (N) 066 01 58. (W) SCALED AA7659* PRVD02 - 2.839 (meters) 9.31 (feet) ADJUSTED AA7659 ___________________________________________________________________ AA7659 GEOID HEIGHT- -44.97 (meters) GEOID99 AA7659 DYNAMIC HT - 2.834 (meters) 9.30 (feet) COMP AA7659 MODELED GRAV- 978,671.1 (mgal) NAVD 88 AA7659 AA7659 VERT ORDER - FIRST CLASS II AA7659 AA7659.The horizontal coordinates were scaled from a topographic map and have AA7659.an estimated accuracy of +/- 6 seconds. AA7659 AA7659.The orthometric height was determined by differential leveling AA7659.and adjusted by the National Geodetic Survey in April 2003. AA7659.No vertical observational check was made to the station. AA7659 AA7659.The geoid height was determined by GEOID99. AA7659 AA7659.The dynamic height is computed by dividing the NAVD 88 AA7659.geopotential number by the normal gravity value computed on the AA7659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7659.degrees latitude (g = 980.6199 gals.). AA7659 AA7659.The modeled gravity was interpolated from observed gravity values. AA7659 AA7659; North East Units Estimated Accuracy AA7659;SPC PRVI - 267,780. 242,310. MT (+/- 180 meters Scaled) AA7659 AA7659 SUPERSEDED SURVEY CONTROL AA7659 AA7659.No superseded survey control is available for this station. AA7659 AA7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA134420(NAD 83) AA7659_MARKER: F = FLANGE-ENCASED ROD AA7659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA7659_STAMPING: D 1001 1995 AA7659_MARK LOGO: NOS AA7659_PROJECTION: FLUSH AA7659_MAGNETIC: I = MARKER IS A STEEL ROD AA7659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7659+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2002 AA7659_ROD/PIPE-DEPTH: 12.0 meters AA7659_SLEEVE-DEPTH : 1.0 meters AA7659 AA7659 HISTORY - Date Condition Report By AA7659 HISTORY - 1995 MONUMENTED NGS AA7659 HISTORY - 20020228 GOOD NGS AA7659 AA7659 STATION DESCRIPTION AA7659 AA7659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7659'THE STATION IS LOCATED IN THE NW SECTION OF THE MUNICIPALITY OF AA7659'CAROLINA IN THE VILLA MAR SUBDIVISION ALONG THE NORTH SIDE OF ROUTE AA7659'26. TO REACH FROM THE ROUTE 17 OVERPASS OF ROUTE 26, PROCEED NORTH AA7659'AND WESTERLY ON ROUTE 26 1.1 MI (1.8 KM) TO STATION ON RIGHT ALONG THE AA7659'SOUTH SIDE OF CONCRETE SLATTED SOUND BARRIER. IT IS A STAINLESS STEEL AA7659'ROD DRIVEN TO REFUSAL IN A GREASED SLEEVE WITH A LOGO CAP STAMPED ---D AA7659'1001 1995--- APPROXIMATELY 70 M (229.7 FT) SE OF A SHELL CIRCLE K GAS AA7659'STATION, 107 FT (32.6 M) SE OF THE NW END OF THE CONCRETE SLATTED AA7659'SOUND BARRIER, 90 FT (27.4 M) SE OF A 5.2 FT (1.6 M) TALL RECTANGULAR AA7659'TELEPHONE BOX, 25.3 FT (7.7 M) NE OF NORTH EDGE OF ROUTE 26, 2.8 FT AA7659'(0.9 M) SW OF A 6 FT (1.8 M) SLATTED CONCRETE SLATTED SOUND BARRIER. AA7659'A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH GREASE SECURITY SLEEVE AA7659'ENCASED IN 5 INCH PVC PIPE WITH ALUMINUM ALLOY ACCESS COVER. THE SS AA7659'ROD WAS ROUNDED AT THE TOP TO FACILITATE PRECISE LEVELING. THE ACCESS AA7659'COVER IS FLUSH WITH GROUND LEVEL. DESCRIBED BY R.J. HALL. AA7659 AA7659 STATION RECOVERY (2002) AA7659 AA7659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7659'2.2 KM (1.4 MI) WESTERLY ALONG STATE HIGHWAY 37 ( ISLA VERDE AVENUE) AA7659'FROM THE JUNCTION OF AA7659'STATE HIGHWAY 187 (BOCA DE CANGREJOS) IN CAROLINA, ACROSS THE AVENUE AA7659'FROM THE AA7659'CEMENTERIO PUERTO RICO MEMORIAL, 70.4 M SOUTHEAST OF CENTER OF THE AA7659'MOST AA7659'SOUTHEASTERLY OF 2 ENTRANCES TO A SHELL SERVICE STATION, 33.2 M AA7659'SOUTHEAST OF THE AA7659'NORTHWEST END OF A SLATTED CONCRETE FENCE, 21.3 M EAST OF A STATE AA7659'HIGHWAY 26 AA7659'INFORMATION SIGN (EXIT 37 ISLA VERDE), 9.5 M SOUTHWEST OF THE CENTER AA7659'OF THE AVENUE, 6.5 M AA7659'NORTH OF A WALL ALONG STATE HIGHWAY 26, 0.9 M SOUTHWEST OF THE FENCE, AA7659'AND 0.3 M ABOVE AA7659'THE LEVEL OF THE AVENUE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AA7659'5-INCH LOGO CAP. AA7659'THE MARK IS ON THE AVENUE RIGHT-OF-WAY. THE ROD DEPTH IS UNKNOWN. AA7659' AA7659' AA7659' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5564 *********************************************************************** DE5564 DESIGNATION - D 1002 DE5564 PID - DE5564 DE5564 COUNTRY - PUERTO RICO DE5564 USGS QUAD - DE5564 DE5564 *CURRENT SURVEY CONTROL DE5564 ___________________________________________________________________ DE5564* NAD 83(1986)- 18 25 58. (N) 066 05 29. (W) SCALED DE5564* PRVD02 - 2.969 (meters) 9.74 (feet) ADJUSTED DE5564 ___________________________________________________________________ DE5564 GEOID HEIGHT- -44.70 (meters) GEOID99 DE5564 DE5564 VERT ORDER - FIRST CLASS II DE5564 DE5564.The horizontal coordinates were scaled from a topographic map and have DE5564.an estimated accuracy of +/- 6 seconds. DE5564 DE5564.The orthometric height was determined by differential leveling DE5564.and adjusted by the National Geodetic Survey in April 2003. DE5564.No vertical observational check was made to the station. DE5564 DE5564.The geoid height was determined by GEOID99. DE5564 DE5564; North East Units Estimated Accuracy DE5564;SPC PRVI - 266,380. 236,120. MT (+/- 180 meters Scaled) DE5564 DE5564 SUPERSEDED SURVEY CONTROL DE5564 DE5564.No superseded survey control is available for this station. DE5564 DE5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA072405(NAD 83) DE5564_MARKER: DV = VERTICAL CONTROL DISK DE5564_SETTING: 38 = OVERPASS ABUTMENT DE5564_STAMPING: D 1002 2002 DE5564_MARK LOGO: NGS DE5564_MAGNETIC: N = NO MAGNETIC MATERIAL DE5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5564+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5564 DE5564 HISTORY - Date Condition Report By DE5564 HISTORY - 2002 MONUMENTED NGS DE5564 DE5564 STATION DESCRIPTION DE5564 DE5564'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5564'1.6 KM (1.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION DE5564'OF STATE HIGHWAY DE5564'1 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG AN EXIT RAMP DE5564'LEADING TO DE5564'MARGINAL BECHARA, SET VERTICALLY IN THE NORTHWEST FACE OF THE DE5564'NORTHEAST CONCRETE DE5564'ABUTMENT OF THE HIGHWAY OVERPASS OF MARGINAL BECHARA, 8.9 M NORTHWEST DE5564'OF THE CENTER DE5564'OF THE SOUTH-WESTBOUND HIGHWAY LANES. 7.8 M SOUTHEAST OF THE CENTER OF DE5564'THE RAMP, DE5564'1.4 M ABOVE THE LEVEL OF THE RAMP, AND 1.3 M BELOW THE LEVEL OF THE DE5564'HIGHWAY. NOTE--THE DE5564'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5564' DE5564' DE5564' DE5564' DE5564' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5484 *********************************************************************** DE5484 DESIGNATION - D 1003 DE5484 PID - DE5484 DE5484 COUNTRY - PUERTO RICO DE5484 USGS QUAD - DE5484 DE5484 *CURRENT SURVEY CONTROL DE5484 ___________________________________________________________________ DE5484* NAD 83(1986)- 18 26 34. (N) 066 24 09. (W) SCALED DE5484* PRVD02 - 52.323 (meters) 171.66 (feet) ADJUSTED DE5484 ___________________________________________________________________ DE5484 GEOID HEIGHT- -45.02 (meters) GEOID99 DE5484 DE5484 VERT ORDER - FIRST CLASS II DE5484 DE5484.The horizontal coordinates were scaled from a topographic map and have DE5484.an estimated accuracy of +/- 6 seconds. DE5484 DE5484.The orthometric height was determined by differential leveling DE5484.and adjusted by the National Geodetic Survey in April 2003. DE5484.No vertical observational check was made to the station. DE5484 DE5484.The geoid height was determined by GEOID99. DE5484 DE5484; North East Units Estimated Accuracy DE5484;SPC PRVI - 267,460. 203,260. MT (+/- 180 meters Scaled) DE5484 DE5484 SUPERSEDED SURVEY CONTROL DE5484 DE5484.No superseded survey control is available for this station. DE5484 DE5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA743411(NAD 83) DE5484_MARKER: DV = VERTICAL CONTROL DISK DE5484_SETTING: 66 = SET IN ROCK OUTCROP DE5484_STAMPING: D 1003 2002 DE5484_MARK LOGO: NGS DE5484_MAGNETIC: N = NO MAGNETIC MATERIAL DE5484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5484+STABILITY: POSITION/ELEVATION WELL DE5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5484+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5484 DE5484 HISTORY - Date Condition Report By DE5484 HISTORY - 2002 MONUMENTED NGS DE5484 DE5484 STATION DESCRIPTION DE5484 DE5484'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5484'15.9 KM (9.9 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5484'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE WEST END OF A 4 BY 20-FOOT DE5484'EXPOSED ROCK LEDGE IN A HIGHWAY CUT, 18.9 M NORTH OF THE CENTERLINE OF DE5484'THE WESTBOUND HIGHWAY, 5.7 M EAST OF KILOMETER POST 39.3, 0.6 M EAST DE5484'OF A WITNESS POST, AND 0.5 M ABOVE THE LEVEL OF THE HIGHWAY. DE5484'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5587 *********************************************************************** DE5587 DESIGNATION - D 1004 DE5587 PID - DE5587 DE5587 COUNTRY - PUERTO RICO DE5587 USGS QUAD - DE5587 DE5587 *CURRENT SURVEY CONTROL DE5587 ___________________________________________________________________ DE5587* NAD 83(1986)- 18 28 14. (N) 066 42 35. (W) SCALED DE5587* PRVD02 - 4.350 (meters) 14.27 (feet) ADJUSTED DE5587 ___________________________________________________________________ DE5587 GEOID HEIGHT- -46.27 (meters) GEOID99 DE5587 DE5587 VERT ORDER - FIRST CLASS II DE5587 DE5587.The horizontal coordinates were scaled from a topographic map and have DE5587.an estimated accuracy of +/- 6 seconds. DE5587 DE5587.The orthometric height was determined by differential leveling DE5587.and adjusted by the National Geodetic Survey in April 2003. DE5587.No vertical observational check was made to the station. DE5587 DE5587.The geoid height was determined by GEOID99. DE5587 DE5587; North East Units Estimated Accuracy DE5587;SPC PRVI - 270,550. 170,810. MT (+/- 180 meters Scaled) DE5587 DE5587 SUPERSEDED SURVEY CONTROL DE5587 DE5587.No superseded survey control is available for this station. DE5587 DE5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA418437(NAD 83) DE5587_MARKER: DV = VERTICAL CONTROL DISK DE5587_SETTING: 38 = BRIDGE ABUTMENT DE5587_STAMPING: D 1004 2002 DE5587_MARK LOGO: NGS DE5587_MAGNETIC: N = NO MAGNETIC MATERIAL DE5587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5587+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5587 DE5587 HISTORY - Date Condition Report By DE5587 HISTORY - 2002 MONUMENTED NGS DE5587 DE5587 STATION DESCRIPTION DE5587 DE5587'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5587'0.2 KM (0.1 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5587'STATE HIGHWAY 681 IN DE5587'ARECIBO, IN TOP OF AND 0.7 M SOUTH OF THE NORTH END OF THE EAST DE5587'CONCRETE ABUTMENT DE5587'WALKWAY OF THE WESTBOUND HIGHWAY BRIDGE SPANNING THE RIO GRANDE DE DE5587'ARECIBO, 6.8 M DE5587'NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 0.4 M EAST OF THE DE5587'BRIDGE DECK, AND DE5587'0.3 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE DE5587'HIGHWAY RIGHT-OF-WAY. DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' DE5587' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5524 *********************************************************************** DE5524 DESIGNATION - D 1005 DE5524 PID - DE5524 DE5524 COUNTRY - PUERTO RICO DE5524 USGS QUAD - DE5524 DE5524 *CURRENT SURVEY CONTROL DE5524 ___________________________________________________________________ DE5524* NAD 83(1986)- 18 27 34. (N) 066 54 51. (W) SCALED DE5524* PRVD02 - 147.475 (meters) 483.84 (feet) ADJUSTED DE5524 ___________________________________________________________________ DE5524 GEOID HEIGHT- -46.01 (meters) GEOID99 DE5524 DE5524 VERT ORDER - FIRST CLASS II DE5524 DE5524.The horizontal coordinates were scaled from a topographic map and have DE5524.an estimated accuracy of +/- 6 seconds. DE5524 DE5524.The orthometric height was determined by differential leveling DE5524.and adjusted by the National Geodetic Survey in April 2003. DE5524.No vertical observational check was made to the station. DE5524 DE5524.The geoid height was determined by GEOID99. DE5524 DE5524; North East Units Estimated Accuracy DE5524;SPC PRVI - 269,370. 149,210. MT (+/- 180 meters Scaled) DE5524 DE5524 SUPERSEDED SURVEY CONTROL DE5524 DE5524.No superseded survey control is available for this station. DE5524 DE5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA202422(NAD 83) DE5524_MARKER: DV = VERTICAL CONTROL DISK DE5524_SETTING: 66 = SET IN ROCK OUTCROP DE5524_STAMPING: D 1005 2002 DE5524_MARK LOGO: NGS DE5524_MAGNETIC: N = NO MAGNETIC MATERIAL DE5524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5524+STABILITY: POSITION/ELEVATION WELL DE5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5524+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5524 DE5524 HISTORY - Date Condition Report By DE5524 HISTORY - 2002 MONUMENTED NGS DE5524 DE5524 STATION DESCRIPTION DE5524 DE5524'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5524'3.1 KM (1.9 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5524'STATE HIGHWAY 485 DE5524'IN QUEBRADILLAS, IN A ROCK LEDGE NEAR THE WEST END OF A HIGHWAY CUT, DE5524'27.3 M EAST OF DE5524'KILOMETER POST 97.9, 13.0 M EAST OF THE WEST END OF THE CUT, 9.1 M DE5524'SOUTH OF THE DE5524'CENTERLINE OF THE EASTBOUND HIGHWAY, 7.4 M NORTHWEST OF A UTILITY DE5524'BRACE POLE, 1.2 M EAST DE5524'OF A WITNESS POST, AND 0.3 M ABOVE THE LEVEL OF THE HIGHWAY. DE5524'NOTE--THE MARK IS ON THE DE5524'HIGHWAY RIGHT-OF-WAY. DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' DE5524' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5547 *********************************************************************** DE5547 DESIGNATION - D 1006 DE5547 PID - DE5547 DE5547 COUNTRY - PUERTO RICO DE5547 USGS QUAD - DE5547 DE5547 *CURRENT SURVEY CONTROL DE5547 ___________________________________________________________________ DE5547* NAD 83(1986)- 18 27 45. (N) 067 09 15. (W) SCALED DE5547* PRVD02 - 76.748 (meters) 251.80 (feet) ADJUSTED DE5547 ___________________________________________________________________ DE5547 GEOID HEIGHT- -46.45 (meters) GEOID99 DE5547 DE5547 VERT ORDER - FIRST CLASS II DE5547 DE5547.The horizontal coordinates were scaled from a topographic map and have DE5547.an estimated accuracy of +/- 6 seconds. DE5547 DE5547.The orthometric height was determined by differential leveling DE5547.and adjusted by the National Geodetic Survey in April 2003. DE5547.No vertical observational check was made to the station. DE5547 DE5547.The geoid height was determined by GEOID99. DE5547 DE5547; North East Units Estimated Accuracy DE5547;SPC PRVI - 269,790. 123,860. MT (+/- 180 meters Scaled) DE5547 DE5547 SUPERSEDED SURVEY CONTROL DE5547 DE5547.No superseded survey control is available for this station. DE5547 DE5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA949423(NAD 83) DE5547_MARKER: DV = VERTICAL CONTROL DISK DE5547_SETTING: 66 = SET IN ROCK OUTCROP DE5547_STAMPING: D 1006 2002 DE5547_MARK LOGO: NGS DE5547_MAGNETIC: N = NO MAGNETIC MATERIAL DE5547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5547+STABILITY: POSITION/ELEVATION WELL DE5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5547+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5547 DE5547 HISTORY - Date Condition Report By DE5547 HISTORY - 2002 MONUMENTED NGS DE5547 DE5547 STATION DESCRIPTION DE5547 DE5547'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5547'2.1 KM (1.3 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5547'OF STATE HIGHWAY 2 DE5547'IN AGUADILLA, IN A ROCK LEDGE NEAR THE SOUTH END OF A HIGHWAY CUT, DE5547'12.3 M WEST OF THE DE5547'CENTERLINE OF THE SOUTHBOUND HIGHWAY, 10.2 M SOUTH OF THE CENTER OF A DE5547'DRIVEWAY BESIDE DE5547'A BUSINESS AT 2019 STATE HIGHWAY 2, 7.4 M NORTH OF THE EAST END OF A DE5547'WALL, 1.4 M NORTH OF DE5547'THE SOUTH END OF THE BEDROCK, 1.1 M ABOVE THE LEVEL OF THE HIGHWAY, DE5547'AND 0.9 M DE5547'SOUTHWEST OF A WITNESS POST. NOTE--THE MARK IS ON THE HIGHWAY DE5547'RIGHT-OF-WAY. DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' DE5547' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5469 *********************************************************************** DE5469 DESIGNATION - DIAZ DE5469 PID - DE5469 DE5469 COUNTRY - PUERTO RICO DE5469 USGS QUAD - DE5469 DE5469 *CURRENT SURVEY CONTROL DE5469 ___________________________________________________________________ DE5469* NAD 83(1986)- 18 26 44. (N) 066 04 49. (W) SCALED DE5469* PRVD02 - 5.845 (meters) 19.18 (feet) ADJUSTED DE5469 ___________________________________________________________________ DE5469 GEOID HEIGHT- -44.96 (meters) GEOID99 DE5469 DE5469 VERT ORDER - FIRST CLASS II DE5469 DE5469.The horizontal coordinates were scaled from a topographic map and have DE5469.an estimated accuracy of +/- 6 seconds. DE5469 DE5469.The orthometric height was determined by differential leveling DE5469.and adjusted by the National Geodetic Survey in April 2003. DE5469.No vertical observational check was made to the station. DE5469 DE5469.The geoid height was determined by GEOID99. DE5469 DE5469; North East Units Estimated Accuracy DE5469;SPC PRVI - 267,800. 237,300. MT (+/- 180 meters Scaled) DE5469 DE5469 SUPERSEDED SURVEY CONTROL DE5469 DE5469.No superseded survey control is available for this station. DE5469 DE5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA084419(NAD 83) DE5469_MARKER: F = FLANGE-ENCASED ROD DE5469_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5469_STAMPING: DIAZ 2002 DE5469_MARK LOGO: NGS DE5469_PROJECTION: FLUSH DE5469_MAGNETIC: I = MARKER IS A STEEL ROD DE5469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5469+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5469_ROD/PIPE-DEPTH: 4.3 meters DE5469_SLEEVE-DEPTH : 0.9 meters DE5469 DE5469 HISTORY - Date Condition Report By DE5469 HISTORY - 2002 MONUMENTED NGS DE5469 DE5469 STATION DESCRIPTION DE5469 DE5469'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5469'IN SAN JUAN, AT THE JUNCTION OF STATE HIGHWAYS 1 AND 2, 99.7 M DE5469'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 2, DE5469'15.4 M SOUTHEAST OF A UTILITY LIGHT POLE, 14.9 M SOUTHWEST OF THE DE5469'CENTERLINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY 1, 9.2 M NORTHWEST DE5469'OF A LOOP (HIGHWAY 2 OFF RAMP AND HIGHWAY 1 ON RAMP), 0.9 M EAST OF A DE5469'WITNESS POST, AND 0.5 M ABOVE THE LEVEL OF STATE HIGHWAY 1. DE5469'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5469'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5469'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7660 *********************************************************************** AA7660 DESIGNATION - E 1001 AA7660 PID - AA7660 AA7660 COUNTRY - PUERTO RICO AA7660 USGS QUAD - AA7660 AA7660 *CURRENT SURVEY CONTROL AA7660 ___________________________________________________________________ AA7660* NAD 83(1986)- 18 26 02. (N) 066 01 09. (W) SCALED AA7660* PRVD02 - 1.987 (meters) 6.52 (feet) ADJUSTED AA7660 ___________________________________________________________________ AA7660 GEOID HEIGHT- -44.74 (meters) GEOID99 AA7660 DYNAMIC HT - 1.983 (meters) 6.51 (feet) COMP AA7660 MODELED GRAV- 978,676.1 (mgal) NAVD 88 AA7660 AA7660 VERT ORDER - FIRST CLASS II AA7660 AA7660.The horizontal coordinates were scaled from a topographic map and have AA7660.an estimated accuracy of +/- 6 seconds. AA7660 AA7660.The orthometric height was determined by differential leveling AA7660.and adjusted by the National Geodetic Survey in April 2003. AA7660.No vertical observational check was made to the station. AA7660 AA7660.The geoid height was determined by GEOID99. AA7660 AA7660.The dynamic height is computed by dividing the NAVD 88 AA7660.geopotential number by the normal gravity value computed on the AA7660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7660.degrees latitude (g = 980.6199 gals.). AA7660 AA7660.The modeled gravity was interpolated from observed gravity values. AA7660 AA7660; North East Units Estimated Accuracy AA7660;SPC PRVI - 266,520. 243,750. MT (+/- 180 meters Scaled) AA7660 AA7660 SUPERSEDED SURVEY CONTROL AA7660 AA7660.No superseded survey control is available for this station. AA7660 AA7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA148407(NAD 83) AA7660_MARKER: F = FLANGE-ENCASED ROD AA7660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA7660_STAMPING: E 1001 1995 AA7660_MARK LOGO: NGS AA7660_PROJECTION: FLUSH AA7660_MAGNETIC: I = MARKER IS A STEEL ROD AA7660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7660+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2002 AA7660_ROD/PIPE-DEPTH: 12.0 meters AA7660_SLEEVE-DEPTH : 1.0 meters AA7660 AA7660 HISTORY - Date Condition Report By AA7660 HISTORY - 1995 MONUMENTED NGS AA7660 HISTORY - 20020228 GOOD NGS AA7660 AA7660 STATION DESCRIPTION AA7660 AA7660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7660'THE STATION IS LOCATED IN THE WEST SECTION OF THE MUNICIPALITY OF AA7660'CAROLINA AT THE CONCRETE AIRPORT ENTRANCE SIGN FROM WESTBOUND ROUTE 26 AA7660'AIRPORT EXIT JUST EAST OF THE ROUTE 17 OVERPASS OF ROUTE 26. THE AA7660'STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL IN A GREASED SLEEVE AA7660'SET FLUSH WITH THE GROUND, 86.1 FT (26.2 M) NE OF EDGE OF GUARDRAIL OF AA7660'26 WESTBOUND, 44.7 FT (13.6 M) NW OF GUARDRAIL EDGE TO AIRPORT EXIT, AA7660'40.4 FT (12.3 M) SW FROM CENTER OF CONCRETE FOUNDATION TO MISSING AA7660'LIGHT POLE, 1.5 FT (0.5 M) NE OF THE NW END OF AIRPORT WELCOME SIGN AA7660'WHICH EXTOLLS THE VIRTUES OF THE AUTORIDAD DE LOS PUERTOS. THE AA7660'AIRPORT ENTRANCE SIGN IS OF CONCRETE CONSTRUCTION WITH ROUNDED AND AA7660'SLOPING SIDES. A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH GREASE AA7660'SECURITY SLEEVE ENCASED IN 5 INCH PVC PIPE WITH AN ALUMINUM ALLOY AA7660'ACCESS COVER. THE SS ROD WAS ROUNDED AND CENTERPUNCHED AT THE TOP TO AA7660'FACILITATE PRECISE LEVELING AND INSTRUMENT CENTERING. MARK IS AA7660'REPORTED AS BEING SUITABLE FOR GPS OCCUPATION BUT NO SUCH OCCUPATION AA7660'WAS MADE AT THIS TIME. DESCRIBED BY M.L. ASKALKSON. AA7660 AA7660 STATION RECOVERY (2002) AA7660 AA7660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7660'RECOVERED AS DESCRIBED. AA7660' AA7660' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5565 *********************************************************************** DE5565 DESIGNATION - E 1002 DE5565 PID - DE5565 DE5565 COUNTRY - PUERTO RICO DE5565 USGS QUAD - DE5565 DE5565 *CURRENT SURVEY CONTROL DE5565 ___________________________________________________________________ DE5565* NAD 83(1986)- 18 25 20. (N) 066 05 58. (W) SCALED DE5565* PRVD02 - 4.405 (meters) 14.45 (feet) ADJUSTED DE5565 ___________________________________________________________________ DE5565 GEOID HEIGHT- -44.48 (meters) GEOID99 DE5565 DE5565 VERT ORDER - FIRST CLASS II DE5565 DE5565.The horizontal coordinates were scaled from a topographic map and have DE5565.an estimated accuracy of +/- 6 seconds. DE5565 DE5565.The orthometric height was determined by differential leveling DE5565.and adjusted by the National Geodetic Survey in April 2003. DE5565.No vertical observational check was made to the station. DE5565 DE5565.The geoid height was determined by GEOID99. DE5565 DE5565; North East Units Estimated Accuracy DE5565;SPC PRVI - 265,210. 235,280. MT (+/- 180 meters Scaled) DE5565 DE5565 SUPERSEDED SURVEY CONTROL DE5565 DE5565.No superseded survey control is available for this station. DE5565 DE5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA064393(NAD 83) DE5565_MARKER: DV = VERTICAL CONTROL DISK DE5565_SETTING: 38 = OVERPASS ABUTMENT DE5565_STAMPING: E 1002 2002 DE5565_MARK LOGO: NGS DE5565_MAGNETIC: N = NO MAGNETIC MATERIAL DE5565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5565+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5565 DE5565 HISTORY - Date Condition Report By DE5565 HISTORY - 2002 MONUMENTED NGS DE5565 DE5565 STATION DESCRIPTION DE5565 DE5565'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5565'3.4 KM (2.1 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION DE5565'OF STATE HIGHWAY DE5565'1 IN SAN JUAN, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY DE5565'OF 2 COLUMNS OF THE DE5565'1ST PIER EAST OF THE WEST ABUTMENT OF A STREET OVERPASS OF THE DE5565'HIGHWAY, 12.1 M WEST OF DE5565'THE CENTER OF THE SOUTH-WESTBOUND LANES OF THE HIGHWAY, 3.3 M NORTH OF DE5565'THE CENTER OF DE5565'THE OVERPASS, AND 1.3 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE DE5565'MARK IS ON THE DE5565'HIGHWAY RIGHT-OF-WAY. DE5565' DE5565' DE5565' DE5565' DE5565' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5578 *********************************************************************** DE5578 DESIGNATION - E 1003 DE5578 PID - DE5578 DE5578 COUNTRY - PUERTO RICO DE5578 USGS QUAD - DE5578 DE5578 *CURRENT SURVEY CONTROL DE5578 ___________________________________________________________________ DE5578* NAD 83(1986)- 18 26 37. (N) 066 24 53. (W) SCALED DE5578* PRVD02 - 37.894 (meters) 124.32 (feet) ADJUSTED DE5578 ___________________________________________________________________ DE5578 GEOID HEIGHT- -45.05 (meters) GEOID99 DE5578 DE5578 VERT ORDER - FIRST CLASS II DE5578 DE5578.The horizontal coordinates were scaled from a topographic map and have DE5578.an estimated accuracy of +/- 6 seconds. DE5578 DE5578.The orthometric height was determined by differential leveling DE5578.and adjusted by the National Geodetic Survey in April 2003. DE5578.No vertical observational check was made to the station. DE5578 DE5578.The geoid height was determined by GEOID99. DE5578 DE5578; North East Units Estimated Accuracy DE5578;SPC PRVI - 267,550. 201,970. MT (+/- 180 meters Scaled) DE5578 DE5578 SUPERSEDED SURVEY CONTROL DE5578 DE5578.No superseded survey control is available for this station. DE5578 DE5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA730412(NAD 83) DE5578_MARKER: DV = VERTICAL CONTROL DISK DE5578_SETTING: 38 = BRIDGE ABUTMENT DE5578_STAMPING: E 1003 2002 DE5578_MARK LOGO: NGS DE5578_MAGNETIC: N = NO MAGNETIC MATERIAL DE5578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5578+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5578 DE5578 HISTORY - Date Condition Report By DE5578 HISTORY - 2002 MONUMENTED NGS DE5578 DE5578 STATION DESCRIPTION DE5578 DE5578'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5578'14.7 KM (9.1 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5578'STATE HIGHWAY 140 DE5578'IN BARCELONETA, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE DE5578'WEST CONCRETE DE5578'ABUTMENT OF THE HIGHWAY BRIDGE OVERPASS OF A STREET, 6.3 M NORTH OF DE5578'AND LEVEL WITH THE DE5578'CENTERLINE OF THE WESTBOUND HIGHWAY, 6.1 M EAST OF KILOMETER POST DE5578'40.6, 5.5 M EAST OF THE DE5578'WEST EDGE OF THE ABUTMENT, AND 0.4 M WEST OF THE BRIDGE DECK. DE5578'NOTE--THE MARK IS ON THE DE5578'HIGHWAY RIGHT-OF-WAY. DE5578' DE5578' DE5578' DE5578' DE5578' DE5578' DE5578' DE5578' DE5578' DE5578' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5588 *********************************************************************** DE5588 DESIGNATION - E 1004 DE5588 PID - DE5588 DE5588 COUNTRY - PUERTO RICO DE5588 USGS QUAD - DE5588 DE5588 *CURRENT SURVEY CONTROL DE5588 ___________________________________________________________________ DE5588* NAD 83(1986)- 18 28 08. (N) 066 43 05. (W) SCALED DE5588* PRVD02 - 3.261 (meters) 10.70 (feet) ADJUSTED DE5588 ___________________________________________________________________ DE5588 GEOID HEIGHT- -46.23 (meters) GEOID99 DE5588 DE5588 VERT ORDER - FIRST CLASS II DE5588 DE5588.The horizontal coordinates were scaled from a topographic map and have DE5588.an estimated accuracy of +/- 6 seconds. DE5588 DE5588.The orthometric height was determined by differential leveling DE5588.and adjusted by the National Geodetic Survey in April 2003. DE5588.No vertical observational check was made to the station. DE5588 DE5588.The geoid height was determined by GEOID99. DE5588 DE5588; North East Units Estimated Accuracy DE5588;SPC PRVI - 270,370. 169,930. MT (+/- 180 meters Scaled) DE5588 DE5588 SUPERSEDED SURVEY CONTROL DE5588 DE5588.No superseded survey control is available for this station. DE5588 DE5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA409435(NAD 83) DE5588_MARKER: DV = VERTICAL CONTROL DISK DE5588_SETTING: 38 = BRIDGE ABUTMENT DE5588_STAMPING: E 1004 2002 DE5588_MARK LOGO: NGS DE5588_MAGNETIC: N = NO MAGNETIC MATERIAL DE5588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5588+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5588 DE5588 HISTORY - Date Condition Report By DE5588 HISTORY - 2002 MONUMENTED NGS DE5588 DE5588 STATION DESCRIPTION DE5588 DE5588'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5588'IN ARECIBO, AT THE JUNCTION OF STATE HIGHWAYS 10 AND 2, IN TOP OF AND DE5588'1.0 M SOUTHWEST OF DE5588'THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE STATE DE5588'HIGHWAY 2 DE5588'WESTBOUND BRIDGE SPANNING RIO GRANDE DE ARECIBO, 61.8 M SOUTHEAST OF DE5588'THE STATE DE5588'HIGHWAY 10 CENTERLINE, 6.6 M NORTHEAST OF THE CENTERLINE OF THE DE5588'WESTBOUND STATE DE5588'HIGHWAY 2, 0.4 M NORTHWEST OF THE BRIDGE DECK, AND 0.3 M ABOVE THE DE5588'LEVEL OF STATE DE5588'HIGHWAY 2. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' DE5588' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5525 *********************************************************************** DE5525 DESIGNATION - E 1005 DE5525 PID - DE5525 DE5525 COUNTRY - PUERTO RICO DE5525 USGS QUAD - DE5525 DE5525 *CURRENT SURVEY CONTROL DE5525 ___________________________________________________________________ DE5525* NAD 83(1986)- 18 28 38. (N) 066 56 09. (W) SCALED DE5525* PRVD02 - 112.501 (meters) 369.10 (feet) ADJUSTED DE5525 ___________________________________________________________________ DE5525 GEOID HEIGHT- -46.42 (meters) GEOID99 DE5525 DE5525 VERT ORDER - FIRST CLASS II DE5525 DE5525.The horizontal coordinates were scaled from a topographic map and have DE5525.an estimated accuracy of +/- 6 seconds. DE5525 DE5525.The orthometric height was determined by differential leveling DE5525.and adjusted by the National Geodetic Survey in April 2003. DE5525.No vertical observational check was made to the station. DE5525 DE5525.The geoid height was determined by GEOID99. DE5525 DE5525; North East Units Estimated Accuracy DE5525;SPC PRVI - 271,340. 146,930. MT (+/- 180 meters Scaled) DE5525 DE5525 SUPERSEDED SURVEY CONTROL DE5525 DE5525.No superseded survey control is available for this station. DE5525 DE5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA179442(NAD 83) DE5525_MARKER: DV = VERTICAL CONTROL DISK DE5525_SETTING: 66 = SET IN ROCK OUTCROP DE5525_STAMPING: E 1005 2002 DE5525_MARK LOGO: NGS DE5525_MAGNETIC: N = NO MAGNETIC MATERIAL DE5525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5525+STABILITY: POSITION/ELEVATION WELL DE5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5525+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5525 DE5525 HISTORY - Date Condition Report By DE5525 HISTORY - 2002 MONUMENTED NGS DE5525 DE5525 STATION DESCRIPTION DE5525 DE5525'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5525'0.2 KM (0.1 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5525'STATE HIGHWAY 485 IN DE5525'QUEBRADILLAS, IN A ROCK LEDGE NEAR THE CENTER OF A HIGHWAY CUT, 11.5 DE5525'M NORTH WEST OF DE5525'KILOMETER POST 101.1 AND A RETAINING WALL, 9.1 M SOUTHWEST OF THE DE5525'CENTERLINE OF THE DE5525'EASTBOUND HIGHWAY, 1.4 M SOUTHEAST OF A WITNESS POST, AND 0.5 M ABOVE DE5525'THE LEVEL OF THE DE5525'HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5525' DE5525' DE5525' DE5525' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5548 *********************************************************************** DE5548 DESIGNATION - E 1006 DE5548 PID - DE5548 DE5548 COUNTRY - PUERTO RICO DE5548 USGS QUAD - DE5548 DE5548 *CURRENT SURVEY CONTROL DE5548 ___________________________________________________________________ DE5548* NAD 83(1986)- 18 27 37. (N) 067 09 28. (W) SCALED DE5548* PRVD02 - 70.864 (meters) 232.49 (feet) ADJUSTED DE5548 ___________________________________________________________________ DE5548 GEOID HEIGHT- -46.43 (meters) GEOID99 DE5548 DE5548 VERT ORDER - FIRST CLASS II DE5548 DE5548.The horizontal coordinates were scaled from a topographic map and have DE5548.an estimated accuracy of +/- 6 seconds. DE5548 DE5548.The orthometric height was determined by differential leveling DE5548.and adjusted by the National Geodetic Survey in April 2003. DE5548.No vertical observational check was made to the station. DE5548 DE5548.The geoid height was determined by GEOID99. DE5548 DE5548; North East Units Estimated Accuracy DE5548;SPC PRVI - 269,540. 123,480. MT (+/- 180 meters Scaled) DE5548 DE5548 SUPERSEDED SURVEY CONTROL DE5548 DE5548.No superseded survey control is available for this station. DE5548 DE5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA945421(NAD 83) DE5548_MARKER: DV = VERTICAL CONTROL DISK DE5548_SETTING: 66 = SET IN ROCK OUTCROP DE5548_STAMPING: E 1006 2002 DE5548_MARK LOGO: NGS DE5548_MAGNETIC: N = NO MAGNETIC MATERIAL DE5548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5548+STABILITY: POSITION/ELEVATION WELL DE5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5548+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5548 DE5548 HISTORY - Date Condition Report By DE5548 HISTORY - 2002 MONUMENTED NGS DE5548 DE5548 STATION DESCRIPTION DE5548 DE5548'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5548'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5548'OF STATE HIGHWAY 2 DE5548'IN AGUADILLA, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY DE5548'458 (CRASH BOAT ROAD), DE5548'IN A ROCK LEDGE NEAR THE EAST END OF A HIGHWAY CUT, 7.9 M NORTH OF THE DE5548'CENTERLINE OF DE5548'THE HIGHWAY, 5.7 M WEST OF KILOMETER POST 0.4, 2.1 M NORTH OF THE DE5548'CENTER OF A SIDEWALK, 1.3 DE5548'M WEST OF THE EAST END OF THE CUT, 1.0 M EAST OF A WITNESS POST, AND DE5548'0.4 M ABOVE THE LEVEL DE5548'OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' DE5548' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5595 *********************************************************************** DE5595 DESIGNATION - F 1002 DE5595 PID - DE5595 DE5595 COUNTRY - PUERTO RICO DE5595 USGS QUAD - DE5595 DE5595 *CURRENT SURVEY CONTROL DE5595 ___________________________________________________________________ DE5595* NAD 83(1986)- 18 25 22. (N) 066 06 37. (W) SCALED DE5595* PRVD02 - 16.036 (meters) 52.61 (feet) ADJUSTED DE5595 ___________________________________________________________________ DE5595 GEOID HEIGHT- -44.49 (meters) GEOID99 DE5595 DE5595 VERT ORDER - FIRST CLASS II DE5595 DE5595.The horizontal coordinates were scaled from a topographic map and have DE5595.an estimated accuracy of +/- 6 seconds. DE5595 DE5595.The orthometric height was determined by differential leveling DE5595.and adjusted by the National Geodetic Survey in April 2003. DE5595.No vertical observational check was made to the station. DE5595 DE5595.The geoid height was determined by GEOID99. DE5595 DE5595; North East Units Estimated Accuracy DE5595;SPC PRVI - 265,270. 234,130. MT (+/- 180 meters Scaled) DE5595 DE5595 SUPERSEDED SURVEY CONTROL DE5595 DE5595.No superseded survey control is available for this station. DE5595 DE5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA052393(NAD 83) DE5595_MARKER: DD = SURVEY DISK DE5595_SETTING: 38 = OVERPASS ABUTMENT DE5595_STAMPING: F 1002 DE5595_MARK LOGO: PRDT DE5595_MAGNETIC: N = NO MAGNETIC MATERIAL DE5595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5595+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2002 DE5595 DE5595 HISTORY - Date Condition Report By DE5595 HISTORY - UNK MONUMENTED PRDT DE5595 HISTORY - 20020102 GOOD NGS DE5595 DE5595 STATION DESCRIPTION DE5595 DE5595'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5595'1.4 KM (0.9 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5595'STATE HIGHWAY 2 IN DE5595'SAN JUAN, IN TOP OF AND 1.0 M SOUTH OF THE NORTH END OF THE EAST DE5595'CONCRETE ABUTMENT OF DE5595'THE HIGHWAY OVERPASS OF STATE HIGHWAY 165, 16.0 M EAST OF THE DE5595'CENTERLINE OF THE DE5595'NORTHBOUND LANES OF STATE HIGHWAY 165, 5.0 M NORTHEAST OF THE DE5595'CENTERLINE OF THE DE5595'WESTBOUND LANES OF STATE HIGHWAY 22, AND 0.2 M ABOVE THE LEVEL OF THE DE5595'HIGHWAY. DE5595'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5595'NOTE--F 1002 WAS STAMPED IN DISK FOR THE 2002 SURVEY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5579 *********************************************************************** DE5579 DESIGNATION - F 1003 DE5579 PID - DE5579 DE5579 COUNTRY - PUERTO RICO DE5579 USGS QUAD - DE5579 DE5579 *CURRENT SURVEY CONTROL DE5579 ___________________________________________________________________ DE5579* NAD 83(1986)- 18 26 33. (N) 066 26 11. (W) SCALED DE5579* PRVD02 - 42.786 (meters) 140.37 (feet) ADJUSTED DE5579 ___________________________________________________________________ DE5579 GEOID HEIGHT- -45.06 (meters) GEOID99 DE5579 DE5579 VERT ORDER - FIRST CLASS II DE5579 DE5579.The horizontal coordinates were scaled from a topographic map and have DE5579.an estimated accuracy of +/- 6 seconds. DE5579 DE5579.The orthometric height was determined by differential leveling DE5579.and adjusted by the National Geodetic Survey in April 2003. DE5579.No vertical observational check was made to the station. DE5579 DE5579.The geoid height was determined by GEOID99. DE5579 DE5579; North East Units Estimated Accuracy DE5579;SPC PRVI - 267,420. 199,680. MT (+/- 180 meters Scaled) DE5579 DE5579 SUPERSEDED SURVEY CONTROL DE5579 DE5579.No superseded survey control is available for this station. DE5579 DE5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA707410(NAD 83) DE5579_MARKER: DV = VERTICAL CONTROL DISK DE5579_SETTING: 38 = OVERPASS ABUTMENT DE5579_STAMPING: F 1003 2002 DE5579_MARK LOGO: NGS DE5579_MAGNETIC: N = NO MAGNETIC MATERIAL DE5579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5579+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5579 DE5579 HISTORY - Date Condition Report By DE5579 HISTORY - 2002 MONUMENTED NGS DE5579 DE5579 STATION DESCRIPTION DE5579 DE5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5579'12.2 KM (7.56 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5579'STATE HIGHWAY 140 DE5579'IN BARCELONETA, IN TOP OF AND 1.4 M SOUTHWEST OF THE NORTHEAST END OF DE5579'THE NORTHWEST DE5579'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF STATE HIGHWAY 2, 18.5 M DE5579'EAST OF DE5579'KILOMETER POST 43.0, 5.8 M NORTHEAST OF THE CENTERLINE OF THE DE5579'WESTBOUND HIGHWAY, 5.3 M DE5579'SOUTHEAST OF THE NORTHWEST EDGE OF THE ABUTMENT, 0.,8 M NORTHWEST OF DE5579'THE BRIDGE DE5579'DECK, AND 0.3 M BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON DE5579'THE HIGHWAY DE5579'RIGHT-OF-WAY. DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' DE5579' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5506 *********************************************************************** DE5506 DESIGNATION - F 1004 DE5506 PID - DE5506 DE5506 COUNTRY - PUERTO RICO DE5506 USGS QUAD - DE5506 DE5506 *CURRENT SURVEY CONTROL DE5506 ___________________________________________________________________ DE5506* NAD 83(1986)- 18 27 19. (N) 066 43 07. (W) SCALED DE5506* PRVD02 - 6.074 (meters) 19.93 (feet) ADJUSTED DE5506 ___________________________________________________________________ DE5506 GEOID HEIGHT- -45.90 (meters) GEOID99 DE5506 DE5506 VERT ORDER - FIRST CLASS II DE5506 DE5506.The horizontal coordinates were scaled from a topographic map and have DE5506.an estimated accuracy of +/- 6 seconds. DE5506 DE5506.The orthometric height was determined by differential leveling DE5506.and adjusted by the National Geodetic Survey in April 2003. DE5506.No vertical observational check was made to the station. DE5506 DE5506.The geoid height was determined by GEOID99. DE5506 DE5506; North East Units Estimated Accuracy DE5506;SPC PRVI - 268,860. 169,870. MT (+/- 180 meters Scaled) DE5506 DE5506 SUPERSEDED SURVEY CONTROL DE5506 DE5506.No superseded survey control is available for this station. DE5506 DE5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA409420(NAD 83) DE5506_MARKER: F = FLANGE-ENCASED ROD DE5506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5506_STAMPING: F 1004 2002 DE5506_MARK LOGO: NGS DE5506_PROJECTION: FLUSH DE5506_MAGNETIC: I = MARKER IS A STEEL ROD DE5506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5506+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5506_ROD/PIPE-DEPTH: 8.0 meters DE5506_SLEEVE-DEPTH : 0.9 meters DE5506 DE5506 HISTORY - Date Condition Report By DE5506 HISTORY - 2002 MONUMENTED NGS DE5506 DE5506 STATION DESCRIPTION DE5506 DE5506'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5506'IN ARECIBO, AT THE JUNCTION OF STATE HIGHWAYS 10 AND 2, IN A TRIANGLE DE5506'MEDIAN FORMED BY THE NORTHBOUND STATE HIGHWAY 10, THE STATE HIGHWAY 10 DE5506'NORTHBOUND ON-RAMP LEADING TO WESTBOUND STATE HIGHWAY 22, AND THE DE5506'STATE HIGHWAY 22 WESTBOUND OFF-RAMP LEADING TO NORTHBOUND STATE DE5506'HIGHWAY 10, 129.0 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY DE5506'22, 33.9 M EAST OF THE CENTERLINE OF THE NORTHBOUND STATE HIGHWAY 10, DE5506'20.8 M EAST OF A METAL LIGHT POLE, 20.3 M SOUTHWEST OF THE CENTER OF DE5506'THE STATE HIGHWAY 22 OFF-RAMP, 19.1 M SOUTHEAST OF A WITNESS POST AND DE5506'A UTILITY POLE, 16.8 M NORTHWEST OF THE CENTER OF THE STATE HIGHWAY 22 DE5506'ON-RAMP, AND 1.0 M ABOVE THE LEVEL OF STATE HIGHWAY 10. DE5506'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5506'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5506'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5526 *********************************************************************** DE5526 DESIGNATION - F 1005 DE5526 PID - DE5526 DE5526 COUNTRY - PUERTO RICO DE5526 USGS QUAD - DE5526 DE5526 *CURRENT SURVEY CONTROL DE5526 ___________________________________________________________________ DE5526* NAD 83(1986)- 18 29 18. (N) 066 56 38. (W) SCALED DE5526* PRVD02 - 100.054 (meters) 328.26 (feet) ADJUSTED DE5526 ___________________________________________________________________ DE5526 GEOID HEIGHT- -46.69 (meters) GEOID99 DE5526 DE5526 VERT ORDER - FIRST CLASS II DE5526 DE5526.The horizontal coordinates were scaled from a topographic map and have DE5526.an estimated accuracy of +/- 6 seconds. DE5526 DE5526.The orthometric height was determined by differential leveling DE5526.and adjusted by the National Geodetic Survey in April 2003. DE5526.No vertical observational check was made to the station. DE5526 DE5526.The geoid height was determined by GEOID99. DE5526 DE5526; North East Units Estimated Accuracy DE5526;SPC PRVI - 272,570. 146,080. MT (+/- 180 meters Scaled) DE5526 DE5526 SUPERSEDED SURVEY CONTROL DE5526 DE5526.No superseded survey control is available for this station. DE5526 DE5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA170454(NAD 83) DE5526_MARKER: DV = VERTICAL CONTROL DISK DE5526_SETTING: 66 = SET IN ROCK OUTCROP DE5526_STAMPING: F 1005 2002 DE5526_MARK LOGO: NGS DE5526_MAGNETIC: N = NO MAGNETIC MATERIAL DE5526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5526+STABILITY: POSITION/ELEVATION WELL DE5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5526+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5526 DE5526 HISTORY - Date Condition Report By DE5526 HISTORY - 2002 MONUMENTED NGS DE5526 DE5526 STATION DESCRIPTION DE5526 DE5526'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5526'1.7 KM (1.05 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5526'STATE HIGHWAY 485 IN DE5526'QUEBRADILLAS, IN A ROCK LEDGE NEAR THE SOUTHEAST END OF A 7 BY DE5526'12-FOOT AREA OF EXPOSED DE5526'BEDROCK IN A HIGHWAY CUT, 57.7 M SOUTHEAST OF KILOMETER POST 102.7, DE5526'25.0 M NORTHWEST OF DE5526'THE SOUTHEAST END OF THE CUT, 10.4 M SOUTHWEST OF THE CENTERLINE OF DE5526'THE EASTBOUND DE5526'HIGHWAY, 4.7 M NORTHWEST OF THE CENTER OF A STORM DRAIN, 0.5 M NORTH DE5526'OF A WITNESS POST, DE5526'AND 0.4 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE DE5526'HIGHWAY DE5526'RIGHT-OF-WAY. DE5526' DE5526' DE5526' DE5526' DE5526' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5549 *********************************************************************** DE5549 DESIGNATION - F 1006 DE5549 PID - DE5549 DE5549 COUNTRY - PUERTO RICO DE5549 USGS QUAD - DE5549 DE5549 *CURRENT SURVEY CONTROL DE5549 ___________________________________________________________________ DE5549* NAD 83(1986)- 18 27 33. (N) 067 09 44. (W) SCALED DE5549* PRVD02 - 45.641 (meters) 149.74 (feet) ADJUSTED DE5549 ___________________________________________________________________ DE5549 GEOID HEIGHT- -46.44 (meters) GEOID99 DE5549 DE5549 VERT ORDER - FIRST CLASS II DE5549 DE5549.The horizontal coordinates were scaled from a topographic map and have DE5549.an estimated accuracy of +/- 6 seconds. DE5549 DE5549.The orthometric height was determined by differential leveling DE5549.and adjusted by the National Geodetic Survey in April 2003. DE5549.No vertical observational check was made to the station. DE5549 DE5549.The geoid height was determined by GEOID99. DE5549 DE5549; North East Units Estimated Accuracy DE5549;SPC PRVI - 269,420. 123,010. MT (+/- 180 meters Scaled) DE5549 DE5549 SUPERSEDED SURVEY CONTROL DE5549 DE5549.No superseded survey control is available for this station. DE5549 DE5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA940419(NAD 83) DE5549_MARKER: DV = VERTICAL CONTROL DISK DE5549_SETTING: 66 = SET IN ROCK OUTCROP DE5549_STAMPING: F 1006 2002 DE5549_MARK LOGO: NGS DE5549_MAGNETIC: N = NO MAGNETIC MATERIAL DE5549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5549+STABILITY: POSITION/ELEVATION WELL DE5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5549+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5549 DE5549 HISTORY - Date Condition Report By DE5549 HISTORY - 2002 MONUMENTED NGS DE5549 DE5549 STATION DESCRIPTION DE5549 DE5549'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5549'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5549'OF STATE HIGHWAY 2 DE5549'IN AGUADILLA, THENCE 0.9 KM (0.55 MI) WESTERLY ALONG STATE HIGHWAY DE5549'458 (CRASH BOAT ROAD), DE5549'IN A 2 BY 3-FOOT AREA OF EXPOSED BEDROCK NEAR THE WEST END OF A DE5549'HIGHWAY CUT, 15.0 M EAST DE5549'OF THE CENTER OF A PULL-OUT, 11.5 M NORTH OF THE CENTERLINE OF THE DE5549'HIGHWAY, 6.9 M EAST OF DE5549'THE WEST END OF A CURB, 2.2 M EAST OF THE WEST END OF THE CUT, 1.0 M DE5549'ABOVE THE LEVEL OF DE5549'THE ROAD, AND 0.7 M WEST OF A WITNESS POST. NOTE--THE MARK IS ON THE DE5549'HIGHWAY DE5549'RIGHT-OF-WAY. DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' DE5549' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5566 *********************************************************************** DE5566 DESIGNATION - G 1002 DE5566 PID - DE5566 DE5566 COUNTRY - PUERTO RICO DE5566 USGS QUAD - DE5566 DE5566 *CURRENT SURVEY CONTROL DE5566 ___________________________________________________________________ DE5566* NAD 83(1986)- 18 25 29. (N) 066 07 45. (W) SCALED DE5566* PRVD02 - 3.499 (meters) 11.48 (feet) ADJUSTED DE5566 ___________________________________________________________________ DE5566 GEOID HEIGHT- -44.54 (meters) GEOID99 DE5566 DE5566 VERT ORDER - FIRST CLASS II DE5566 DE5566.The horizontal coordinates were scaled from a topographic map and have DE5566.an estimated accuracy of +/- 6 seconds. DE5566 DE5566.The orthometric height was determined by differential leveling DE5566.and adjusted by the National Geodetic Survey in April 2003. DE5566.No vertical observational check was made to the station. DE5566 DE5566.The geoid height was determined by GEOID99. DE5566 DE5566; North East Units Estimated Accuracy DE5566;SPC PRVI - 265,480. 232,140. MT (+/- 180 meters Scaled) DE5566 DE5566 SUPERSEDED SURVEY CONTROL DE5566 DE5566.No superseded survey control is available for this station. DE5566 DE5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA032395(NAD 83) DE5566_MARKER: DD = SURVEY DISK DE5566_SETTING: 38 = BRIDGE ABUTMENT DE5566_STAMPING: G 1002 2002 DE5566_MARK LOGO: NGS DE5566_MAGNETIC: N = NO MAGNETIC MATERIAL DE5566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5566+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5566 DE5566 HISTORY - Date Condition Report By DE5566 HISTORY - 2002 MONUMENTED NGS DE5566 DE5566 STATION DESCRIPTION DE5566 DE5566'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5566'3.2 KM (2.0 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5566'STATE HIGHWAY 2 IN DE5566'SAN JUAN, IN TOP OF AND 1.6 M SOUTH OF THE NORTH END OF THE EAST DE5566'CONCRETE ABUTMENT OF DE5566'THE HIGHWAY BRIDGE SPANNING TUBERIAS, 7.7 M NORTH OF THE CENTER OF THE DE5566'WESTBOUND DE5566'LANES OF THE HIGHWAY, 0.3 M EAST OF THE BRIDGE DECK, AND 0.2 M BELOW DE5566'THE LEVEL OF THE DE5566'HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5566' DE5566' DE5566' DE5566' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5581 *********************************************************************** DE5581 DESIGNATION - G 1003 DE5581 PID - DE5581 DE5581 COUNTRY - PUERTO RICO DE5581 USGS QUAD - DE5581 DE5581 *CURRENT SURVEY CONTROL DE5581 ___________________________________________________________________ DE5581* NAD 83(1986)- 18 26 55. (N) 066 26 59. (W) SCALED DE5581* PRVD02 - 27.282 (meters) 89.51 (feet) ADJUSTED DE5581 ___________________________________________________________________ DE5581 GEOID HEIGHT- -45.23 (meters) GEOID99 DE5581 DE5581 VERT ORDER - FIRST CLASS II DE5581 DE5581.The horizontal coordinates were scaled from a topographic map and have DE5581.an estimated accuracy of +/- 6 seconds. DE5581 DE5581.The orthometric height was determined by differential leveling DE5581.and adjusted by the National Geodetic Survey in April 2003. DE5581.No vertical observational check was made to the station. DE5581 DE5581.The geoid height was determined by GEOID99. DE5581 DE5581; North East Units Estimated Accuracy DE5581;SPC PRVI - 268,100. 198,270. MT (+/- 180 meters Scaled) DE5581 DE5581 SUPERSEDED SURVEY CONTROL DE5581 DE5581.No superseded survey control is available for this station. DE5581 DE5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA693417(NAD 83) DE5581_MARKER: DV = VERTICAL CONTROL DISK DE5581_SETTING: 38 = BRIDGE ABUTMENT DE5581_STAMPING: G 1003 2002 DE5581_MARK LOGO: NGS DE5581_MAGNETIC: N = NO MAGNETIC MATERIAL DE5581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5581+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5581 DE5581 HISTORY - Date Condition Report By DE5581 HISTORY - 2002 MONUMENTED NGS DE5581 DE5581 STATION DESCRIPTION DE5581 DE5581'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5581'10.5 KM (6.55 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5581'STATE HIGHWAY 140 DE5581'IN BARCELONETA, IN TOP OF AND 1.3 M SOUTH OF THE NORTH END OF THE DE5581'WEST CONCRETE DE5581'ABUTMENT OF THE STATE HIGHWAY 22 BRIDGE SPANNING A CREEK, 6.3 M NORTH DE5581'OF THE DE5581'CENTERLINE OF THE WESTBOUND HIGHWAY, 6.1 M EAST OF KILOMETER POST 44.6 DE5581'AND THE WEST DE5581'EDGE OF THE ABUTMENT, 0.3 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M DE5581'WEST OF THE BRIDGE DE5581'DECK. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' DE5581' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5589 *********************************************************************** DE5589 DESIGNATION - G 1004 DE5589 PID - DE5589 DE5589 COUNTRY - PUERTO RICO DE5589 USGS QUAD - DE5589 DE5589 *CURRENT SURVEY CONTROL DE5589 ___________________________________________________________________ DE5589* NAD 83(1986)- 18 27 19. (N) 066 43 34. (W) SCALED DE5589* PRVD02 - 18.966 (meters) 62.22 (feet) ADJUSTED DE5589 ___________________________________________________________________ DE5589 GEOID HEIGHT- -45.90 (meters) GEOID99 DE5589 DE5589 VERT ORDER - FIRST CLASS II DE5589 DE5589.The horizontal coordinates were scaled from a topographic map and have DE5589.an estimated accuracy of +/- 6 seconds. DE5589 DE5589.The orthometric height was determined by differential leveling DE5589.and adjusted by the National Geodetic Survey in April 2003. DE5589.No vertical observational check was made to the station. DE5589 DE5589.The geoid height was determined by GEOID99. DE5589 DE5589; North East Units Estimated Accuracy DE5589;SPC PRVI - 268,860. 169,070. MT (+/- 180 meters Scaled) DE5589 DE5589 SUPERSEDED SURVEY CONTROL DE5589 DE5589.No superseded survey control is available for this station. DE5589 DE5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA401420(NAD 83) DE5589_MARKER: DV = VERTICAL CONTROL DISK DE5589_SETTING: 38 = BRIDGE ABUTMENT DE5589_STAMPING: G 1004 2002 DE5589_MARK LOGO: NGS DE5589_MAGNETIC: N = NO MAGNETIC MATERIAL DE5589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5589+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5589 DE5589 HISTORY - Date Condition Report By DE5589 HISTORY - 2002 MONUMENTED NGS DE5589 DE5589 STATION DESCRIPTION DE5589 DE5589'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5589'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5589'STATE HIGHWAY 10 IN DE5589'ARECIBO, IN TOP OF AND 1.3 M SOUTH OF THE NORTH END OF THE WEST DE5589'CONCRETE ABUTMENT OF DE5589'THE WESTBOUND HIGHWAY BRIDGE SPANNING A CREEK, 51.6 M WEST OF DE5589'KILOMETER POST 75.8, 6.4 M DE5589'NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 5.5 M EAST OF THE DE5589'WEST EDGE OF THE DE5589'ABUTMENT, 0.4 M WEST OF THE BRIDGE DECK, AND 0.2 M ABOVE THE LEVEL OF DE5589'THE HIGHWAY. DE5589'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' DE5589' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5527 *********************************************************************** DE5527 DESIGNATION - G 1005 DE5527 PID - DE5527 DE5527 COUNTRY - PUERTO RICO DE5527 USGS QUAD - DE5527 DE5527 *CURRENT SURVEY CONTROL DE5527 ___________________________________________________________________ DE5527* NAD 83(1986)- 18 29 27. (N) 066 56 57. (W) SCALED DE5527* PRVD02 - 60.166 (meters) 197.39 (feet) ADJUSTED DE5527 ___________________________________________________________________ DE5527 GEOID HEIGHT- -46.75 (meters) GEOID99 DE5527 DE5527 VERT ORDER - FIRST CLASS II DE5527 DE5527.The horizontal coordinates were scaled from a topographic map and have DE5527.an estimated accuracy of +/- 6 seconds. DE5527 DE5527.The orthometric height was determined by differential leveling DE5527.and adjusted by the National Geodetic Survey in April 2003. DE5527.No vertical observational check was made to the station. DE5527 DE5527.The geoid height was determined by GEOID99. DE5527 DE5527; North East Units Estimated Accuracy DE5527;SPC PRVI - 272,850. 145,520. MT (+/- 180 meters Scaled) DE5527 DE5527 SUPERSEDED SURVEY CONTROL DE5527 DE5527.No superseded survey control is available for this station. DE5527 DE5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA165457(NAD 83) DE5527_MARKER: DV = VERTICAL CONTROL DISK DE5527_SETTING: 66 = SET IN ROCK OUTCROP DE5527_STAMPING: G 1005 2002 DE5527_MARK LOGO: NGS DE5527_MAGNETIC: N = NO MAGNETIC MATERIAL DE5527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5527+STABILITY: POSITION/ELEVATION WELL DE5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5527+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5527 DE5527 HISTORY - Date Condition Report By DE5527 HISTORY - 2002 MONUMENTED NGS DE5527 DE5527 STATION DESCRIPTION DE5527 DE5527'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5527'2.3 KM (1.45 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5527'STATE HIGHWAY 485 IN DE5527'QUEBRADILLAS, IN A 2 BY 3-FOOT AREA OF EXPOSED BEDROCK, 15.2 M WEST DE5527'OF KILOMETER POST DE5527'103.3, 10.6 M SOUTH OF THE CENTERLINE OF THE EASTBOUND HIGHWAY, 8.7 M DE5527'WEST OF THE CENTER DE5527'OF A DRIVEWAY, 4.8M WEST OF A HIGHWAY INFORMATION SIGN (CAMUY 14, DE5527'ARECIBO 27), 4.8 M NORTH DE5527'OF THE CENTER OF A DRIVEWAY, 1.2 M NORTH OF A GUARDRAIL, 1.1 M ABOVE DE5527'THE LEVEL OF THE DE5527'HIGHWAY, AND 0.3 M EAST OF A WITNESS POST. NOTE--THE MARK IS ON THE DE5527'HIGHWAY DE5527'RIGHT-OF-WAY. DE5527' DE5527' DE5527' DE5527' DE5527' DE5527' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5550 *********************************************************************** DE5550 DESIGNATION - G 1006 DE5550 PID - DE5550 DE5550 COUNTRY - PUERTO RICO DE5550 USGS QUAD - DE5550 DE5550 *CURRENT SURVEY CONTROL DE5550 ___________________________________________________________________ DE5550* NAD 83(1986)- 18 27 27. (N) 067 09 44. (W) SCALED DE5550* PRVD02 - 23.621 (meters) 77.50 (feet) ADJUSTED DE5550 ___________________________________________________________________ DE5550 GEOID HEIGHT- -46.40 (meters) GEOID99 DE5550 DE5550 VERT ORDER - FIRST CLASS II DE5550 DE5550.The horizontal coordinates were scaled from a topographic map and have DE5550.an estimated accuracy of +/- 6 seconds. DE5550 DE5550.The orthometric height was determined by differential leveling DE5550.and adjusted by the National Geodetic Survey in April 2003. DE5550.No vertical observational check was made to the station. DE5550 DE5550.The geoid height was determined by GEOID99. DE5550 DE5550; North East Units Estimated Accuracy DE5550;SPC PRVI - 269,240. 123,010. MT (+/- 180 meters Scaled) DE5550 DE5550 SUPERSEDED SURVEY CONTROL DE5550 DE5550.No superseded survey control is available for this station. DE5550 DE5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA940417(NAD 83) DE5550_MARKER: DV = VERTICAL CONTROL DISK DE5550_SETTING: 66 = SET IN ROCK OUTCROP DE5550_STAMPING: G 1006 2002 DE5550_MARK LOGO: NGS DE5550_MAGNETIC: N = NO MAGNETIC MATERIAL DE5550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5550+STABILITY: POSITION/ELEVATION WELL DE5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5550+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5550 DE5550 HISTORY - Date Condition Report By DE5550 HISTORY - 2002 MONUMENTED NGS DE5550 DE5550 STATION DESCRIPTION DE5550 DE5550'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5550'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF DE5550'STATE HIGHWAY 2 DE5550'IN AGUADILLA, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 458 DE5550'(CRASH BOAT ROAD), DE5550'AT A HAIR PIN CURVE IN THE HIGHWAY, IN A 2 BY 4-FOOT AREA OF EXPOSED DE5550'BEDROCK, 46.8 M SOUTH DE5550'OF KILOMETER POST 1.2, 22.5 M NORTH OF A UTILITY LIGHT POLE, 16.0 M DE5550'SOUTHEAST OF THE CENTER DE5550'OF A STORM DRAIN, 8.9 M EAST OF THE CENTER OF THE HIGHWAY, AND 1.5 M DE5550'ABOVE THE LEVEL OF DE5550'THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' DE5550' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5492 *********************************************************************** DE5492 DESIGNATION - GPS 147 DE5492 PID - DE5492 DE5492 COUNTRY - PUERTO RICO DE5492 USGS QUAD - DE5492 DE5492 *CURRENT SURVEY CONTROL DE5492 ___________________________________________________________________ DE5492* NAD 83(1986)- 18 27 43. (N) 066 32 05. (W) SCALED DE5492* PRVD02 - 2.799 (meters) 9.18 (feet) ADJUSTED DE5492 ___________________________________________________________________ DE5492 GEOID HEIGHT- -45.74 (meters) GEOID99 DE5492 DE5492 VERT ORDER - FIRST CLASS II DE5492 DE5492.The horizontal coordinates were scaled from a topographic map and have DE5492.an estimated accuracy of +/- 6 seconds. DE5492 DE5492.The orthometric height was determined by differential leveling DE5492.and adjusted by the National Geodetic Survey in April 2003. DE5492.No vertical observational check was made to the station. DE5492 DE5492.The geoid height was determined by GEOID99. DE5492 DE5492; North East Units Estimated Accuracy DE5492;SPC PRVI - 269,580. 189,290. MT (+/- 180 meters Scaled) DE5492 DE5492 SUPERSEDED SURVEY CONTROL DE5492 DE5492.No superseded survey control is available for this station. DE5492 DE5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA603430(NAD 83) DE5492_MARKER: DD = SURVEY DISK DE5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE5492_STAMPING: GPS 147 1995 JACKSONVILLE DE5492_MARK LOGO: USE DE5492_MAGNETIC: N = NO MAGNETIC MATERIAL DE5492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5492+STABILITY: SURFACE MOTION DE5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5492+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 DE5492 DE5492 HISTORY - Date Condition Report By DE5492 HISTORY - 1995 MONUMENTED USE DE5492 HISTORY - 20020602 GOOD NGS DE5492 DE5492 STATION DESCRIPTION DE5492 DE5492'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5492'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION OF DE5492'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE NORTHEAST CORNER OF A DE5492'TURN-OUT ON THE EAST SIDE OF THE HIGHWAY, 6.2 M EAST OF THE CENTER OF DE5492'THE HIGHWAY, 5.9 M NORTH OF THE CENTER OF THE TURN-OUT, 3.4 M WEST OF DE5492'A FENCE, 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS DE5492'FLUSH WITH THE GROUND SURFACE. DE5492'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5560 *********************************************************************** DE5560 DESIGNATION - GUN DE5560 PID - DE5560 DE5560 COUNTRY - PUERTO RICO DE5560 USGS QUAD - DE5560 DE5560 *CURRENT SURVEY CONTROL DE5560 ___________________________________________________________________ DE5560* NAD 83(1986)- 18 28 12. (N) 066 07 28. (W) SCALED DE5560* PRVD02 - 15.847 (meters) 51.99 (feet) ADJUSTED DE5560 ___________________________________________________________________ DE5560 GEOID HEIGHT- -45.51 (meters) GEOID99 DE5560 DE5560 VERT ORDER - FIRST CLASS II DE5560 DE5560.The horizontal coordinates were scaled from a topographic map and have DE5560.an estimated accuracy of +/- 6 seconds. DE5560 DE5560.The orthometric height was determined by differential leveling DE5560.and adjusted by the National Geodetic Survey in April 2003. DE5560.No vertical observational check was made to the station. DE5560 DE5560.The geoid height was determined by GEOID99. DE5560 DE5560; North East Units Estimated Accuracy DE5560;SPC PRVI - 270,500. 232,630. MT (+/- 180 meters Scaled) DE5560 DE5560 SUPERSEDED SURVEY CONTROL DE5560 DE5560.No superseded survey control is available for this station. DE5560 DE5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA037446(NAD 83) DE5560_MARKER: DD = SURVEY DISK DE5560_SETTING: 36 = FOUNDATION DE5560_STAMPING: GUN 1984 JAX FLA DE5560_MARK LOGO: USE DE5560_MAGNETIC: N = NO MAGNETIC MATERIAL DE5560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5560+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5560 DE5560 HISTORY - Date Condition Report By DE5560 HISTORY - 1984 MONUMENTED USE DE5560 HISTORY - 20020125 GOOD NGS DE5560 DE5560 STATION DESCRIPTION DE5560 DE5560'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5560'4.7 KM (2.9 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5560'STATE HIGHWAY 2 IN DE5560'SAN JUAN, THENCE 1.1 KM (0.7 MI) NORTHERLY AND WESTERLY ALONG DE5560'NORZAGARAY STREET TO A DE5560'TURN AROUND AND A WALKWAY LEADING TO EL MORRO CASTLE, THENCE WALK DE5560'NORTHWESTERLY DE5560'ACROSS THE GRASS FOR 300 M TO A BUILDING ON THE FURTHEST POINT, IN DE5560'TOP OF A 6.0 M ROUND DE5560'CONCRETE GUN BASE (GUN REMOVED), 27.0 M WEST OF THE SOUTHWEST CORNER DE5560'OF THE BUILDING, DE5560'2.6 M EAST OF THE WEST EDGE OF THE BASE, AND 1.5 M ABOVE THE GROUND DE5560'SURFACE. NOTE--THE DE5560'MARK IS ON PROPERTY OWNED BY THE U.S. DEPARTMENT OF INTERIOR AND THE DE5560'NATIONAL PARK DE5560'SERVICE. DE5560' DE5560' DE5560' DE5560' DE5560' DE5560' DE5560' DE5560' DE5560' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5567 *********************************************************************** DE5567 DESIGNATION - H 1002 DE5567 PID - DE5567 DE5567 COUNTRY - PUERTO RICO DE5567 USGS QUAD - DE5567 DE5567 *CURRENT SURVEY CONTROL DE5567 ___________________________________________________________________ DE5567* NAD 83(1986)- 18 25 30. (N) 066 08 29. (W) SCALED DE5567* PRVD02 - 8.988 (meters) 29.49 (feet) ADJUSTED DE5567 ___________________________________________________________________ DE5567 GEOID HEIGHT- -44.55 (meters) GEOID99 DE5567 DE5567 VERT ORDER - FIRST CLASS II DE5567 DE5567.The horizontal coordinates were scaled from a topographic map and have DE5567.an estimated accuracy of +/- 6 seconds. DE5567 DE5567.The orthometric height was determined by differential leveling DE5567.and adjusted by the National Geodetic Survey in April 2003. DE5567.No vertical observational check was made to the station. DE5567 DE5567.The geoid height was determined by GEOID99. DE5567 DE5567; North East Units Estimated Accuracy DE5567;SPC PRVI - 265,510. 230,840. MT (+/- 180 meters Scaled) DE5567 DE5567 SUPERSEDED SURVEY CONTROL DE5567 DE5567.No superseded survey control is available for this station. DE5567 DE5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA019395(NAD 83) DE5567_MARKER: DV = VERTICAL CONTROL DISK DE5567_SETTING: 38 = OVERPASS ABUTMENT DE5567_STAMPING: H 1002 2002 DE5567_MARK LOGO: NGS DE5567_MAGNETIC: N = NO MAGNETIC MATERIAL DE5567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5567+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5567 DE5567 HISTORY - Date Condition Report By DE5567 HISTORY - 2002 MONUMENTED NGS DE5567 DE5567 STATION DESCRIPTION DE5567 DE5567'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5567'4.5 KM (2.8 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5567'STATE HIGHWAY 2 IN DE5567'SAN JUAN, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE WEST DE5567'CONCRETE ABUTMENT OF DE5567'THE HIGHWAY OVERPASS OF A STREET, 8.5 M NORTH OF THE CENTER OF THE DE5567'WESTBOUND LANES OF DE5567'THE HIGHWAY, 0.9 M SOUTHEAST OF THE EAST END OF A METAL GUARDRAIL, 0.8 DE5567'M WEST OF THE DE5567'BRIDGE DECK, 0.2 M BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M BELOW THE DE5567'LEVEL OF THE DE5567'ASPHALT. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5567' DE5567' DE5567' DE5567' DE5567' DE5567' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5486 *********************************************************************** DE5486 DESIGNATION - H 1003 DE5486 PID - DE5486 DE5486 COUNTRY - PUERTO RICO DE5486 USGS QUAD - DE5486 DE5486 *CURRENT SURVEY CONTROL DE5486 ___________________________________________________________________ DE5486* NAD 83(1986)- 18 26 36. (N) 066 28 34. (W) SCALED DE5486* PRVD02 - 72.500 (meters) 237.86 (feet) ADJUSTED DE5486 ___________________________________________________________________ DE5486 GEOID HEIGHT- -45.15 (meters) GEOID99 DE5486 DE5486 VERT ORDER - FIRST CLASS II DE5486 DE5486.The horizontal coordinates were scaled from a topographic map and have DE5486.an estimated accuracy of +/- 6 seconds. DE5486 DE5486.The orthometric height was determined by differential leveling DE5486.and adjusted by the National Geodetic Survey in April 2003. DE5486.No vertical observational check was made to the station. DE5486 DE5486.The geoid height was determined by GEOID99. DE5486 DE5486; North East Units Estimated Accuracy DE5486;SPC PRVI - 267,520. 195,480. MT (+/- 180 meters Scaled) DE5486 DE5486 SUPERSEDED SURVEY CONTROL DE5486 DE5486.No superseded survey control is available for this station. DE5486 DE5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA665410(NAD 83) DE5486_MARKER: DV = VERTICAL CONTROL DISK DE5486_SETTING: 66 = SET IN ROCK OUTCROP DE5486_STAMPING: H 1003 2002 DE5486_MARK LOGO: NGS DE5486_MAGNETIC: N = NO MAGNETIC MATERIAL DE5486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5486+STABILITY: POSITION/ELEVATION WELL DE5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5486+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5486 DE5486 HISTORY - Date Condition Report By DE5486 HISTORY - 2002 MONUMENTED NGS DE5486 DE5486 STATION DESCRIPTION DE5486 DE5486'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5486'7.6 KM (4.75 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5486'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE WEST EDGE OF A 4 BY 6-FOOT DE5486'EXPOSED ROCK OUTCROP IN A HIGHWAY CUT, 55.1 M EAST OF KILOMETER POST DE5486'47.5, 14.4 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 8.0 M DE5486'WEST OF THE EAST END OF THE HIGHWAY CUT, 0.9 M WEST-NORTHWEST OF A DE5486'WITNESS POST, AND 0.3 M ABOVE THE LEVEL OF THE HIGHWAY. DE5486'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5507 *********************************************************************** DE5507 DESIGNATION - H 1004 DE5507 PID - DE5507 DE5507 COUNTRY - PUERTO RICO DE5507 USGS QUAD - DE5507 DE5507 *CURRENT SURVEY CONTROL DE5507 ___________________________________________________________________ DE5507* NAD 83(1986)- 18 27 18. (N) 066 43 50. (W) SCALED DE5507* PRVD02 - 38.309 (meters) 125.69 (feet) ADJUSTED DE5507 ___________________________________________________________________ DE5507 GEOID HEIGHT- -45.90 (meters) GEOID99 DE5507 DE5507 VERT ORDER - FIRST CLASS II DE5507 DE5507.The horizontal coordinates were scaled from a topographic map and have DE5507.an estimated accuracy of +/- 6 seconds. DE5507 DE5507.The orthometric height was determined by differential leveling DE5507.and adjusted by the National Geodetic Survey in April 2003. DE5507.No vertical observational check was made to the station. DE5507 DE5507.The geoid height was determined by GEOID99. DE5507 DE5507; North East Units Estimated Accuracy DE5507;SPC PRVI - 268,830. 168,600. MT (+/- 180 meters Scaled) DE5507 DE5507 SUPERSEDED SURVEY CONTROL DE5507 DE5507.No superseded survey control is available for this station. DE5507 DE5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA396420(NAD 83) DE5507_MARKER: DV = VERTICAL CONTROL DISK DE5507_SETTING: 66 = SET IN ROCK OUTCROP DE5507_STAMPING: H 1004 2002 DE5507_MARK LOGO: NGS DE5507_MAGNETIC: N = NO MAGNETIC MATERIAL DE5507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5507+STABILITY: POSITION/ELEVATION WELL DE5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5507+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5507 DE5507 HISTORY - Date Condition Report By DE5507 HISTORY - 2002 MONUMENTED NGS DE5507 DE5507 STATION DESCRIPTION DE5507 DE5507'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5507'1.2 KM (0.75 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5507'STATE HIGHWAY 10 IN ARECIBO, NEAR THE EAST END OF A 6 BY 20-FOOT DE5507'EXPOSED ROCK OUTCROP, 13.4 M WEST OF KILOMETER POST 76.2, 12.3 M NORTH DE5507'OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 0.7 M EAST OF A WITNESS DE5507'POST, AND 0.5 M ABOVE THE LEVEL OF THE HIGHWAY. DE5507'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5528 *********************************************************************** DE5528 DESIGNATION - H 1005 DE5528 PID - DE5528 DE5528 COUNTRY - PUERTO RICO DE5528 USGS QUAD - DE5528 DE5528 *CURRENT SURVEY CONTROL DE5528 ___________________________________________________________________ DE5528* NAD 83(1986)- 18 29 11. (N) 066 57 23. (W) SCALED DE5528* PRVD02 - 12.093 (meters) 39.68 (feet) ADJUSTED DE5528 ___________________________________________________________________ DE5528 GEOID HEIGHT- -46.63 (meters) GEOID99 DE5528 DE5528 VERT ORDER - FIRST CLASS II DE5528 DE5528.The horizontal coordinates were scaled from a topographic map and have DE5528.an estimated accuracy of +/- 6 seconds. DE5528 DE5528.The orthometric height was determined by differential leveling DE5528.and adjusted by the National Geodetic Survey in April 2003. DE5528.No vertical observational check was made to the station. DE5528 DE5528.The geoid height was determined by GEOID99. DE5528 DE5528; North East Units Estimated Accuracy DE5528;SPC PRVI - 272,360. 144,760. MT (+/- 180 meters Scaled) DE5528 DE5528 SUPERSEDED SURVEY CONTROL DE5528 DE5528.No superseded survey control is available for this station. DE5528 DE5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA157452(NAD 83) DE5528_MARKER: DV = VERTICAL CONTROL DISK DE5528_SETTING: 38 = ABUTMENT DE5528_STAMPING: H 1005 2002 DE5528_MARK LOGO: NGS DE5528_MAGNETIC: N = NO MAGNETIC MATERIAL DE5528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5528+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5528 DE5528 HISTORY - Date Condition Report By DE5528 HISTORY - 2002 MONUMENTED NGS DE5528 DE5528 STATION DESCRIPTION DE5528 DE5528'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5528'3.4 KM (2.1 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5528'STATE HIGHWAY 485 IN DE5528'QUEBRADILLAS, IN TOP OF AND 0.9 M NORTHWEST OF THE SOUTHWEST CONCRETE DE5528'ABUTMENT OF DE5528'THE HIGHWAY BRIDGE SPANNING RIO GUAJATACA, 19.5 M NORTHEAST OF THE DE5528'SOUTHWEST END OF A DE5528'GUARDRAIL, 6.4 M SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE DE5528'EASTBOUND HIGHWAY, DE5528'AND 0.3 M SOUTHWEST OF THE BRIDGE DECK. NOTE--THE MARK IS ON THE DE5528'HIGHWAY RIGHT-OF-WAY. DE5528' DE5528' DE5528' DE5528' DE5528' DE5528' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5546 *********************************************************************** DE5546 DESIGNATION - H 1006 DE5546 PID - DE5546 DE5546 COUNTRY - PUERTO RICO DE5546 USGS QUAD - DE5546 DE5546 *CURRENT SURVEY CONTROL DE5546 ___________________________________________________________________ DE5546* NAD 83(1986)- 18 27 15. (N) 067 09 14. (W) SCALED DE5546* PRVD02 - 102.945 (meters) 337.75 (feet) ADJUSTED DE5546 ___________________________________________________________________ DE5546 GEOID HEIGHT- -46.29 (meters) GEOID99 DE5546 DE5546 VERT ORDER - FIRST CLASS II DE5546 DE5546.The horizontal coordinates were scaled from a topographic map and have DE5546.an estimated accuracy of +/- 6 seconds. DE5546 DE5546.The orthometric height was determined by differential leveling DE5546.and adjusted by the National Geodetic Survey in April 2003. DE5546.No vertical observational check was made to the station. DE5546 DE5546.The geoid height was determined by GEOID99. DE5546 DE5546; North East Units Estimated Accuracy DE5546;SPC PRVI - 268,870. 123,890. MT (+/- 180 meters Scaled) DE5546 DE5546 SUPERSEDED SURVEY CONTROL DE5546 DE5546.No superseded survey control is available for this station. DE5546 DE5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA949414(NAD 83) DE5546_MARKER: DV = VERTICAL CONTROL DISK DE5546_SETTING: 66 = SET IN ROCK OUTCROP DE5546_STAMPING: H 1006 2002 DE5546_MARK LOGO: NGS DE5546_MAGNETIC: N = NO MAGNETIC MATERIAL DE5546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5546+STABILITY: POSITION/ELEVATION WELL DE5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5546+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5546 DE5546 HISTORY - Date Condition Report By DE5546 HISTORY - 2002 MONUMENTED NGS DE5546 DE5546 STATION DESCRIPTION DE5546 DE5546'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5546'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5546'OF STATE HIGHWAY 2 DE5546'IN AGUADILLA, IN A ROCK LEDGE NEAR THE NORTH END OF A HIGHWAY CUT, DE5546'30.0 M NORTH OF DE5546'KILOMETER POST 1.1, 8.7 M WEST OF THE CENTERLINE OF THE SOUTHBOUND DE5546'HIGHWAY, 3.4 M SOUTH DE5546'OF THE NORTH END OF THE CUT, 1.0 M NORTH OF A WITNESS POST, AND 0.9 DE5546'M ABOVE THE LEVEL OF DE5546'THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' DE5546' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5568 *********************************************************************** DE5568 DESIGNATION - J 1002 DE5568 PID - DE5568 DE5568 COUNTRY - PUERTO RICO DE5568 USGS QUAD - DE5568 DE5568 *CURRENT SURVEY CONTROL DE5568 ___________________________________________________________________ DE5568* NAD 83(1986)- 18 25 22. (N) 066 09 53. (W) SCALED DE5568* PRVD02 - 10.954 (meters) 35.94 (feet) ADJUSTED DE5568 ___________________________________________________________________ DE5568 GEOID HEIGHT- -44.52 (meters) GEOID99 DE5568 DE5568 VERT ORDER - FIRST CLASS II DE5568 DE5568.The horizontal coordinates were scaled from a topographic map and have DE5568.an estimated accuracy of +/- 6 seconds. DE5568 DE5568.The orthometric height was determined by differential leveling DE5568.and adjusted by the National Geodetic Survey in April 2003. DE5568.No vertical observational check was made to the station. DE5568 DE5568.The geoid height was determined by GEOID99. DE5568 DE5568; North East Units Estimated Accuracy DE5568;SPC PRVI - 265,260. 228,380. MT (+/- 180 meters Scaled) DE5568 DE5568 SUPERSEDED SURVEY CONTROL DE5568 DE5568.No superseded survey control is available for this station. DE5568 DE5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA995393(NAD 83) DE5568_MARKER: DV = VERTICAL CONTROL DISK DE5568_SETTING: 38 = OVERPASS ABUTMENT DE5568_STAMPING: J 1002 2002 DE5568_MARK LOGO: NGS DE5568_MAGNETIC: N = NO MAGNETIC MATERIAL DE5568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5568+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5568 DE5568 HISTORY - Date Condition Report By DE5568 HISTORY - 2002 MONUMENTED NGS DE5568 DE5568 STATION DESCRIPTION DE5568 DE5568'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5568'7.1 KM (4.4 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5568'STATE HIGHWAY 2 IN DE5568'SAN JUAN, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE WEST DE5568'CONCRETE ABUTMENT OF DE5568'THE HIGHWAY OVERPASS OF STATE HIGHWAY 167, 16.4 M WEST OF THE CENTER DE5568'OF THE DE5568'SOUTHBOUND LANES OF STATE HIGHWAY 167, 8.3 M NORTH OF AND LEVEL WITH DE5568'THE WESTBOUND DE5568'HIGHWAY, 6.4 M WEST OF A UTILITY LIGHT POLE AND 0.6 M WEST OF THE DE5568'BRIDGE DECK. NOTE--THE DE5568'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5568' DE5568' DE5568' DE5568' DE5568' DE5568' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5487 *********************************************************************** DE5487 DESIGNATION - J 1003 DE5487 PID - DE5487 DE5487 COUNTRY - PUERTO RICO DE5487 USGS QUAD - DE5487 DE5487 *CURRENT SURVEY CONTROL DE5487 ___________________________________________________________________ DE5487* NAD 83(1986)- 18 26 32. (N) 066 29 22. (W) SCALED DE5487* PRVD02 - 55.513 (meters) 182.13 (feet) ADJUSTED DE5487 ___________________________________________________________________ DE5487 GEOID HEIGHT- -45.16 (meters) GEOID99 DE5487 DE5487 VERT ORDER - FIRST CLASS II DE5487 DE5487.The horizontal coordinates were scaled from a topographic map and have DE5487.an estimated accuracy of +/- 6 seconds. DE5487 DE5487.The orthometric height was determined by differential leveling DE5487.and adjusted by the National Geodetic Survey in April 2003. DE5487.No vertical observational check was made to the station. DE5487 DE5487.The geoid height was determined by GEOID99. DE5487 DE5487; North East Units Estimated Accuracy DE5487;SPC PRVI - 267,390. 194,070. MT (+/- 180 meters Scaled) DE5487 DE5487 SUPERSEDED SURVEY CONTROL DE5487 DE5487.No superseded survey control is available for this station. DE5487 DE5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA651409(NAD 83) DE5487_MARKER: DV = VERTICAL CONTROL DISK DE5487_SETTING: 66 = SET IN ROCK OUTCROP DE5487_STAMPING: J 1003 2002 DE5487_MARK LOGO: NGS DE5487_MAGNETIC: N = NO MAGNETIC MATERIAL DE5487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5487+STABILITY: POSITION/ELEVATION WELL DE5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5487+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5487 DE5487 HISTORY - Date Condition Report By DE5487 HISTORY - 2002 MONUMENTED NGS DE5487 DE5487 STATION DESCRIPTION DE5487 DE5487'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5487'6.2 KM (3.85 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5487'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE CENTER OF A 3 BY 6-FOOT DE5487'EXPOSED ROCK OUTCROP IN A HIGHWAY CUT, 29.3 M WEST OF THE EAST END OF DE5487'THE CUT, 17.0 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 10.6 DE5487'M EAST OF KILOMETER POST 48.9, 1.4 M EAST OF A WITNESS POST, AND 0.5 M DE5487'ABOVE THE LEVEL OF THE HIGHWAY. DE5487'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5590 *********************************************************************** DE5590 DESIGNATION - J 1004 DE5590 PID - DE5590 DE5590 COUNTRY - PUERTO RICO DE5590 USGS QUAD - DE5590 DE5590 *CURRENT SURVEY CONTROL DE5590 ___________________________________________________________________ DE5590* NAD 83(1986)- 18 27 16. (N) 066 44 21. (W) SCALED DE5590* PRVD02 - 62.307 (meters) 204.42 (feet) ADJUSTED DE5590 ___________________________________________________________________ DE5590 GEOID HEIGHT- -45.89 (meters) GEOID99 DE5590 DE5590 VERT ORDER - FIRST CLASS II DE5590 DE5590.The horizontal coordinates were scaled from a topographic map and have DE5590.an estimated accuracy of +/- 6 seconds. DE5590 DE5590.The orthometric height was determined by differential leveling DE5590.and adjusted by the National Geodetic Survey in April 2003. DE5590.No vertical observational check was made to the station. DE5590 DE5590.The geoid height was determined by GEOID99. DE5590 DE5590; North East Units Estimated Accuracy DE5590;SPC PRVI - 268,770. 167,700. MT (+/- 180 meters Scaled) DE5590 DE5590 SUPERSEDED SURVEY CONTROL DE5590 DE5590.No superseded survey control is available for this station. DE5590 DE5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA387419(NAD 83) DE5590_MARKER: DV = VERTICAL CONTROL DISK DE5590_SETTING: 38 = BRIDGE ABUTMENT DE5590_STAMPING: J 1004 2002 DE5590_MARK LOGO: NGS DE5590_MAGNETIC: N = NO MAGNETIC MATERIAL DE5590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5590+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5590 DE5590 HISTORY - Date Condition Report By DE5590 HISTORY - 2002 MONUMENTED NGS DE5590 DE5590 STATION DESCRIPTION DE5590 DE5590'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5590'2.2 KM (1.35 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5590'STATE HIGHWAY 10 IN DE5590'ARECIBO, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE WEST DE5590'CONCRETE ABUTMENT OF DE5590'THE WESTBOUND HIGHWAY OVERPASS OF A STREET, 34.4 M WEST OF KILOMETER DE5590'POST 77.1, 16.6 M DE5590'WEST OF THE CENTER OF THE STREET, 6.7 M NORTH OF AND LEVEL WITH THE DE5590'CENTERLINE OF THE DE5590'WESTBOUND HIGHWAY, 5.4 M EAST OF THE WEST EDGE OF THE ABUTMENT, AND DE5590'0.5 M WEST OF THE DE5590'BRIDGE DECK. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' DE5590' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5529 *********************************************************************** DE5529 DESIGNATION - J 1005 DE5529 PID - DE5529 DE5529 COUNTRY - PUERTO RICO DE5529 USGS QUAD - DE5529 DE5529 *CURRENT SURVEY CONTROL DE5529 ___________________________________________________________________ DE5529* NAD 83(1986)- 18 29 02. (N) 066 57 52. (W) SCALED DE5529* PRVD02 - 48.981 (meters) 160.70 (feet) ADJUSTED DE5529 ___________________________________________________________________ DE5529 GEOID HEIGHT- -46.57 (meters) GEOID99 DE5529 DE5529 VERT ORDER - FIRST CLASS II DE5529 DE5529.The horizontal coordinates were scaled from a topographic map and have DE5529.an estimated accuracy of +/- 6 seconds. DE5529 DE5529.The orthometric height was determined by differential leveling DE5529.and adjusted by the National Geodetic Survey in April 2003. DE5529.No vertical observational check was made to the station. DE5529 DE5529.The geoid height was determined by GEOID99. DE5529 DE5529; North East Units Estimated Accuracy DE5529;SPC PRVI - 272,090. 143,910. MT (+/- 180 meters Scaled) DE5529 DE5529 SUPERSEDED SURVEY CONTROL DE5529 DE5529.No superseded survey control is available for this station. DE5529 DE5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA149449(NAD 83) DE5529_MARKER: DV = VERTICAL CONTROL DISK DE5529_SETTING: 66 = SET IN ROCK OUTCROP DE5529_STAMPING: J 1005 2002 DE5529_MARK LOGO: NGS DE5529_MAGNETIC: N = NO MAGNETIC MATERIAL DE5529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5529+STABILITY: POSITION/ELEVATION WELL DE5529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5529+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5529 DE5529 HISTORY - Date Condition Report By DE5529 HISTORY - 2002 MONUMENTED NGS DE5529 DE5529 STATION DESCRIPTION DE5529 DE5529'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5529'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5529'STATE HIGHWAY 485 IN DE5529'QUEBRADILLAS, IN A 2 BY 2-FOOT AREA OF EXPOSED BEDROCK NEAR THE NORTH DE5529'SIDE OF A LARGE DE5529'CLEARING, 29.9 M NORTHWEST OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, DE5529'20.8 M DE5529'NORTHWEST OF KILOMETER POST 105.2, 11.5 M WEST-NORTHWEST OF THE CENTER DE5529'OF A MAN-HOLE DE5529'COVER INSCRIBED SEWER, 7.7 M SOUTH OF A RETAINING WALL, AND 0.5 M DE5529'BELOW THE LEVEL OF THE DE5529'HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5529' DE5529' DE5529' DE5529' DE5529' DE5529' DE5529' DE5529' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5569 *********************************************************************** DE5569 DESIGNATION - K 1002 DE5569 PID - DE5569 DE5569 COUNTRY - PUERTO RICO DE5569 USGS QUAD - DE5569 DE5569 *CURRENT SURVEY CONTROL DE5569 ___________________________________________________________________ DE5569* NAD 83(1986)- 18 25 16. (N) 066 10 41. (W) SCALED DE5569* PRVD02 - 21.336 (meters) 70.00 (feet) ADJUSTED DE5569 ___________________________________________________________________ DE5569 GEOID HEIGHT- -44.49 (meters) GEOID99 DE5569 DE5569 VERT ORDER - FIRST CLASS II DE5569 DE5569.The horizontal coordinates were scaled from a topographic map and have DE5569.an estimated accuracy of +/- 6 seconds. DE5569 DE5569.The orthometric height was determined by differential leveling DE5569.and adjusted by the National Geodetic Survey in April 2003. DE5569.No vertical observational check was made to the station. DE5569 DE5569.The geoid height was determined by GEOID99. DE5569 DE5569; North East Units Estimated Accuracy DE5569;SPC PRVI - 265,080. 226,970. MT (+/- 180 meters Scaled) DE5569 DE5569 SUPERSEDED SURVEY CONTROL DE5569 DE5569.No superseded survey control is available for this station. DE5569 DE5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA981390(NAD 83) DE5569_MARKER: DV = VERTICAL CONTROL DISK DE5569_SETTING: 38 = OVERPASS ABUTMENT DE5569_STAMPING: K 1002 2002 DE5569_MARK LOGO: NGS DE5569_MAGNETIC: N = NO MAGNETIC MATERIAL DE5569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5569+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5569 DE5569 HISTORY - Date Condition Report By DE5569 HISTORY - 2002 MONUMENTED NGS DE5569 DE5569 STATION DESCRIPTION DE5569 DE5569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5569'8.4 KM (5.25 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5569'STATE HIGHWAY 2 IN DE5569'SAN JUAN, IN TOP OF AND 1.3 M SOUTH OF THE NORTH END OF THE WEST DE5569'CONCRETE ABUTMENT OF DE5569'THE HIGHWAY OVERPASS OF A ROAD, 12.7 M WEST OF THE ROAD CENTER, 8.3 M DE5569'NORTH OF AND DE5569'LEVEL WITH THE CENTER OF THE WESTBOUND HIGHWAY, AND 0.6 M WEST OF THE DE5569'BRIDGE DECK.. DE5569'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5569' DE5569' DE5569' DE5569' DE5569' DE5569' DE5569' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5488 *********************************************************************** DE5488 DESIGNATION - K 1003 DE5488 PID - DE5488 DE5488 COUNTRY - PUERTO RICO DE5488 USGS QUAD - DE5488 DE5488 *CURRENT SURVEY CONTROL DE5488 ___________________________________________________________________ DE5488* NAD 83(1986)- 18 26 40. (N) 066 30 44. (W) SCALED DE5488* PRVD02 - 27.746 (meters) 91.03 (feet) ADJUSTED DE5488 ___________________________________________________________________ DE5488 GEOID HEIGHT- -45.27 (meters) GEOID99 DE5488 DE5488 VERT ORDER - FIRST CLASS II DE5488 DE5488.The horizontal coordinates were scaled from a topographic map and have DE5488.an estimated accuracy of +/- 6 seconds. DE5488 DE5488.The orthometric height was determined by differential leveling DE5488.and adjusted by the National Geodetic Survey in April 2003. DE5488.No vertical observational check was made to the station. DE5488 DE5488.The geoid height was determined by GEOID99. DE5488 DE5488; North East Units Estimated Accuracy DE5488;SPC PRVI - 267,640. 191,670. MT (+/- 180 meters Scaled) DE5488 DE5488 SUPERSEDED SURVEY CONTROL DE5488 DE5488.No superseded survey control is available for this station. DE5488 DE5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA627411(NAD 83) DE5488_MARKER: DV = VERTICAL CONTROL DISK DE5488_SETTING: 66 = SET IN ROCK OUTCROP DE5488_STAMPING: K 1003 2002 DE5488_MARK LOGO: NGS DE5488_MAGNETIC: N = NO MAGNETIC MATERIAL DE5488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5488+STABILITY: POSITION/ELEVATION WELL DE5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5488+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5488 DE5488 HISTORY - Date Condition Report By DE5488 HISTORY - 2002 MONUMENTED NGS DE5488 DE5488 STATION DESCRIPTION DE5488 DE5488'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5488'3.5 KM (2.2 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5488'STATE HIGHWAY 140 IN BARCELONETA, NEAR THE WEST EDGE OF AN 8 BY DE5488'12-FOOT EXPOSED ROCK OUTCROP NEAR THE CENTER OF A LARGE HIGHWAY CUT, DE5488'10.9 M NORTHEAST OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 5.1 M DE5488'WEST OF KILOMETER POST 51.5, 0.4 M NORTHWEST OF A WITNESS POST, AND DE5488'0.3 M ABOVE THE LEVEL OF THE HIGHWAY. DE5488'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5509 *********************************************************************** DE5509 DESIGNATION - K 1004 DE5509 PID - DE5509 DE5509 COUNTRY - PUERTO RICO DE5509 USGS QUAD - DE5509 DE5509 *CURRENT SURVEY CONTROL DE5509 ___________________________________________________________________ DE5509* NAD 83(1986)- 18 27 21. (N) 066 45 07. (W) SCALED DE5509* PRVD02 - 62.564 (meters) 205.26 (feet) ADJUSTED DE5509 ___________________________________________________________________ DE5509 GEOID HEIGHT- -45.93 (meters) GEOID99 DE5509 DE5509 VERT ORDER - FIRST CLASS II DE5509 DE5509.The horizontal coordinates were scaled from a topographic map and have DE5509.an estimated accuracy of +/- 6 seconds. DE5509 DE5509.The orthometric height was determined by differential leveling DE5509.and adjusted by the National Geodetic Survey in April 2003. DE5509.No vertical observational check was made to the station. DE5509 DE5509.The geoid height was determined by GEOID99. DE5509 DE5509; North East Units Estimated Accuracy DE5509;SPC PRVI - 268,930. 166,350. MT (+/- 180 meters Scaled) DE5509 DE5509 SUPERSEDED SURVEY CONTROL DE5509 DE5509.No superseded survey control is available for this station. DE5509 DE5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA374420(NAD 83) DE5509_MARKER: DV = VERTICAL CONTROL DISK DE5509_SETTING: 66 = SET IN ROCK OUTCROP DE5509_STAMPING: K 1004 2002 DE5509_MARK LOGO: NGS DE5509_MAGNETIC: N = NO MAGNETIC MATERIAL DE5509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5509+STABILITY: POSITION/ELEVATION WELL DE5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5509+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5509 DE5509 HISTORY - Date Condition Report By DE5509 HISTORY - 2002 MONUMENTED NGS DE5509 DE5509 STATION DESCRIPTION DE5509 DE5509'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5509'3.5 KM (2.2 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5509'STATE HIGHWAY 10 IN ARECIBO, NEAR THE CENTER OF A 2 BY 3-FOOT EXPOSED DE5509'ROCK OUTCROP IN A HIGHWAY CUT, 26.4 M EAST OF KILOMETER POST 78.5, DE5509'25.0 M WEST OF A SPEED LIMIT SIGN, 14.9 M NORTH OF THE CENTERLINE OF DE5509'THE WESTBOUND HIGHWAY, 0.5 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M DE5509'EAST OF A WITNESS POST. DE5509'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5530 *********************************************************************** DE5530 DESIGNATION - K 1005 DE5530 PID - DE5530 DE5530 COUNTRY - PUERTO RICO DE5530 USGS QUAD - DE5530 DE5530 *CURRENT SURVEY CONTROL DE5530 ___________________________________________________________________ DE5530* NAD 83(1986)- 18 28 55. (N) 066 58 11. (W) SCALED DE5530* PRVD02 - 90.343 (meters) 296.40 (feet) ADJUSTED DE5530 ___________________________________________________________________ DE5530 GEOID HEIGHT- -46.52 (meters) GEOID99 DE5530 DE5530 VERT ORDER - FIRST CLASS II DE5530 DE5530.The horizontal coordinates were scaled from a topographic map and have DE5530.an estimated accuracy of +/- 6 seconds. DE5530 DE5530.The orthometric height was determined by differential leveling DE5530.and adjusted by the National Geodetic Survey in April 2003. DE5530.No vertical observational check was made to the station. DE5530 DE5530.The geoid height was determined by GEOID99. DE5530 DE5530; North East Units Estimated Accuracy DE5530;SPC PRVI - 271,870. 143,350. MT (+/- 180 meters Scaled) DE5530 DE5530 SUPERSEDED SURVEY CONTROL DE5530 DE5530.No superseded survey control is available for this station. DE5530 DE5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA143447(NAD 83) DE5530_MARKER: DV = VERTICAL CONTROL DISK DE5530_SETTING: 66 = SET IN ROCK OUTCROP DE5530_STAMPING: K 1005 2002 DE5530_MARK LOGO: NGS DE5530_MAGNETIC: N = NO MAGNETIC MATERIAL DE5530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5530+STABILITY: POSITION/ELEVATION WELL DE5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5530+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5530 DE5530 HISTORY - Date Condition Report By DE5530 HISTORY - 2002 MONUMENTED NGS DE5530 DE5530 STATION DESCRIPTION DE5530 DE5530'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5530'5.0 KM (3.1MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5530'STATE HIGHWAY 485 IN DE5530'QUEBRADILLAS, IN A LEDGE OF A 5 BY 20-FOOT AREA OF EXPOSED BEDROCK DE5530'NEAR THE EAST END DE5530'OF A HIGHWAY CUT, 47.3 M WEST OF KILOMETER POST 105.8, 19.5 M SOUTH OF DE5530'THE CENTERLINE OF DE5530'THE EASTBOUND HIGHWAY, 1.0 M ABOVE THE LEVEL OF THE HIGHWAY, 0.8 M DE5530'WEST OF THE EAST END DE5530'OF THE BEDROCK, AND 0.3 M EAST OF A WITNESS POST. NOTE--THE MARK IS DE5530'ON THE HIGHWAY DE5530'RIGHT-OF-WAY. DE5530' DE5530' DE5530' DE5530' DE5530' DE5530' DE5530' DE5530' DE5530' DE5530' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5570 *********************************************************************** DE5570 DESIGNATION - L 1002 DE5570 PID - DE5570 DE5570 COUNTRY - PUERTO RICO DE5570 USGS QUAD - DE5570 DE5570 *CURRENT SURVEY CONTROL DE5570 ___________________________________________________________________ DE5570* NAD 83(1986)- 18 25 20. (N) 066 11 31. (W) SCALED DE5570* PRVD02 - 33.307 (meters) 109.27 (feet) ADJUSTED DE5570 ___________________________________________________________________ DE5570 GEOID HEIGHT- -44.51 (meters) GEOID99 DE5570 DE5570 VERT ORDER - FIRST CLASS II DE5570 DE5570.The horizontal coordinates were scaled from a topographic map and have DE5570.an estimated accuracy of +/- 6 seconds. DE5570 DE5570.The orthometric height was determined by differential leveling DE5570.and adjusted by the National Geodetic Survey in April 2003. DE5570.No vertical observational check was made to the station. DE5570 DE5570.The geoid height was determined by GEOID99. DE5570 DE5570; North East Units Estimated Accuracy DE5570;SPC PRVI - 265,200. 225,500. MT (+/- 180 meters Scaled) DE5570 DE5570 SUPERSEDED SURVEY CONTROL DE5570 DE5570.No superseded survey control is available for this station. DE5570 DE5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA966391(NAD 83) DE5570_MARKER: DV = VERTICAL CONTROL DISK DE5570_SETTING: 38 = OVERPASS ABUTMENT DE5570_STAMPING: L 1002 2002 DE5570_MARK LOGO: NGS DE5570_MAGNETIC: N = NO MAGNETIC MATERIAL DE5570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5570+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5570 DE5570 HISTORY - Date Condition Report By DE5570 HISTORY - 2002 MONUMENTED NGS DE5570 DE5570 STATION DESCRIPTION DE5570 DE5570'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5570'9.9 KM (6.15 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5570'STATE HIGHWAY 2 IN DE5570'SAN JUAN, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE WEST DE5570'CONCRETE ABUTMENT OF DE5570'THE HIGHWAY OVERPASS OF STATE HIGHWAY 886, 42.5 M WEST OF KILOMETER DE5570'POST 15.6, 22.3 M DE5570'WEST OF THE CENTERLINE OF THE SOUTHBOUND HIGHWAY 886, 9.4 M NORTH OF DE5570'AND LEVEL WITH DE5570'THE WESTBOUND HIGHWAY, AND 0.3 M WEST OF THE BRIDGE DECK. NOTE--THE DE5570'MARK IS ON THE DE5570'HIGHWAY RIGHT-OF-WAY. DE5570' DE5570' DE5570' DE5570' DE5570' DE5570' DE5570' DE5570' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5583 *********************************************************************** DE5583 DESIGNATION - L 1003 DE5583 PID - DE5583 DE5583 COUNTRY - PUERTO RICO DE5583 USGS QUAD - DE5583 DE5583 *CURRENT SURVEY CONTROL DE5583 ___________________________________________________________________ DE5583* NAD 83(1986)- 18 26 57. (N) 066 31 19. (W) SCALED DE5583* PRVD02 - 16.949 (meters) 55.61 (feet) ADJUSTED DE5583 ___________________________________________________________________ DE5583 GEOID HEIGHT- -45.40 (meters) GEOID99 DE5583 DE5583 VERT ORDER - FIRST CLASS II DE5583 DE5583.The horizontal coordinates were scaled from a topographic map and have DE5583.an estimated accuracy of +/- 6 seconds. DE5583 DE5583.The orthometric height was determined by differential leveling DE5583.and adjusted by the National Geodetic Survey in April 2003. DE5583.No vertical observational check was made to the station. DE5583 DE5583.The geoid height was determined by GEOID99. DE5583 DE5583; North East Units Estimated Accuracy DE5583;SPC PRVI - 268,160. 190,640. MT (+/- 180 meters Scaled) DE5583 DE5583 SUPERSEDED SURVEY CONTROL DE5583 DE5583.No superseded survey control is available for this station. DE5583 DE5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA617416(NAD 83) DE5583_MARKER: DV = VERTICAL CONTROL DISK DE5583_SETTING: 38 = BRIDGE ABUTMENT DE5583_STAMPING: L 1003 2002 DE5583_MARK LOGO: NGS DE5583_MAGNETIC: N = NO MAGNETIC MATERIAL DE5583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5583+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5583 DE5583 HISTORY - Date Condition Report By DE5583 HISTORY - 2002 MONUMENTED NGS DE5583 DE5583 STATION DESCRIPTION DE5583 DE5583'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5583'2.3 KM (1.45 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5583'STATE HIGHWAY 140 DE5583'IN BARCELONETA, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE EAST DE5583'CONCRETE DE5583'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE RIO GRANDE DE MONATI, 12.2 DE5583'M WEST OF DE5583'KILOMETER POST 52.7, 6.3 M NORTH OF THE CENTERLINE OF THE WESTBOUND DE5583'HIGHWAY, 6.0 M WEST DE5583'OF THE EAST EDGE OF THE ABUTMENT, 0.3 M EAST OF THE BRIDGE DECK, AND DE5583'0.2 M ABOVE THE DE5583'LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY DE5583'RIGHT-OF-WAY. DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' DE5583' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5591 *********************************************************************** DE5591 DESIGNATION - L 1004 DE5591 PID - DE5591 DE5591 COUNTRY - PUERTO RICO DE5591 USGS QUAD - DE5591 DE5591 *CURRENT SURVEY CONTROL DE5591 ___________________________________________________________________ DE5591* NAD 83(1986)- 18 27 21. (N) 066 45 36. (W) SCALED DE5591* PRVD02 - 85.660 (meters) 281.04 (feet) ADJUSTED DE5591 ___________________________________________________________________ DE5591 GEOID HEIGHT- -45.93 (meters) GEOID99 DE5591 DE5591 VERT ORDER - FIRST CLASS II DE5591 DE5591.The horizontal coordinates were scaled from a topographic map and have DE5591.an estimated accuracy of +/- 6 seconds. DE5591 DE5591.The orthometric height was determined by differential leveling DE5591.and adjusted by the National Geodetic Survey in April 2003. DE5591.No vertical observational check was made to the station. DE5591 DE5591.The geoid height was determined by GEOID99. DE5591 DE5591; North East Units Estimated Accuracy DE5591;SPC PRVI - 268,930. 165,490. MT (+/- 180 meters Scaled) DE5591 DE5591 SUPERSEDED SURVEY CONTROL DE5591 DE5591.No superseded survey control is available for this station. DE5591 DE5591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA365420(NAD 83) DE5591_MARKER: DV = VERTICAL CONTROL DISK DE5591_SETTING: 38 = BRIDGE ABUTMENT DE5591_STAMPING: L 1004 2002 DE5591_MARK LOGO: NGS DE5591_MAGNETIC: N = NO MAGNETIC MATERIAL DE5591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5591+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5591 DE5591 HISTORY - Date Condition Report By DE5591 HISTORY - 2002 MONUMENTED NGS DE5591 DE5591 STATION DESCRIPTION DE5591 DE5591'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5591'4.4 KM (2.75 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5591'STATE HIGHWAY 10 IN DE5591'ARECIBO, IN TOP OF AND 1.1 M SOUTH OF THE NORTH END OF THE WEST DE5591'CONCRETE ABUTMENT OF DE5591'THE WESTBOUND HIGHWAY OVERPASS OF A STREET, 48.5 M EAST OF KILOMETER DE5591'POST 79.4, 16.1 M DE5591'WEST OF THE CENTER OF THE STREET, 6.1 M NORTH OF THE CENTERLINE OF THE DE5591'WESTBOUND DE5591'HIGHWAY, 5.6 M EAST OF THE WEST END OF THE ABUTMENT, 0.5 M WEST OF THE DE5591'BRIDGE DECK, AND DE5591'0.2 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE DE5591'HIGHWAY RIGHT-OF-WAY. DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' DE5591' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5531 *********************************************************************** DE5531 DESIGNATION - L 1005 DE5531 PID - DE5531 DE5531 COUNTRY - PUERTO RICO DE5531 USGS QUAD - DE5531 DE5531 *CURRENT SURVEY CONTROL DE5531 ___________________________________________________________________ DE5531* NAD 83(1986)- 18 28 43. (N) 066 59 15. (W) SCALED DE5531* PRVD02 - 106.811 (meters) 350.43 (feet) ADJUSTED DE5531 ___________________________________________________________________ DE5531 GEOID HEIGHT- -46.44 (meters) GEOID99 DE5531 DE5531 VERT ORDER - FIRST CLASS II DE5531 DE5531.The horizontal coordinates were scaled from a topographic map and have DE5531.an estimated accuracy of +/- 6 seconds. DE5531 DE5531.The orthometric height was determined by differential leveling DE5531.and adjusted by the National Geodetic Survey in April 2003. DE5531.No vertical observational check was made to the station. DE5531 DE5531.The geoid height was determined by GEOID99. DE5531 DE5531; North East Units Estimated Accuracy DE5531;SPC PRVI - 271,510. 141,470. MT (+/- 180 meters Scaled) DE5531 DE5531 SUPERSEDED SURVEY CONTROL DE5531 DE5531.No superseded survey control is available for this station. DE5531 DE5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA125443(NAD 83) DE5531_MARKER: DV = VERTICAL CONTROL DISK DE5531_SETTING: 66 = SET IN ROCK OUTCROP DE5531_STAMPING: L 1005 2002 DE5531_MARK LOGO: NGS DE5531_MAGNETIC: N = NO MAGNETIC MATERIAL DE5531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5531+STABILITY: POSITION/ELEVATION WELL DE5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5531+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5531 DE5531 HISTORY - Date Condition Report By DE5531 HISTORY - 2002 MONUMENTED NGS DE5531 DE5531 STATION DESCRIPTION DE5531 DE5531'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5531'6.9 KM (4.3 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5531'STATE HIGHWAY 485 IN DE5531'QUEBRADILLAS, IN A ROCK LEDGE OF A 6 BY 12-FOOT AREA OF EXPOSED DE5531'BEDROCK IN A HIGHWAY DE5531'CUT, 75.0 M EAST OF THE CENTER OF A DRIVEWAY, 23.5 M EAST OF KILOMETER DE5531'POST 107.8, 12.8 M DE5531'SOUTH OF THE CENTERLINE OF THE EASTBOUND HIGHWAY, 0.8 M EAST OF A DE5531'WITNESS POST, AND 0.3 DE5531'M BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY DE5531'RIGHT-OF-WAY. DE5531' DE5531' DE5531' DE5531' DE5531' DE5531' DE5531' DE5531' DE5531' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5471 *********************************************************************** DE5471 DESIGNATION - M 1002 DE5471 PID - DE5471 DE5471 COUNTRY - PUERTO RICO DE5471 USGS QUAD - DE5471 DE5471 *CURRENT SURVEY CONTROL DE5471 ___________________________________________________________________ DE5471* NAD 83(1986)- 18 25 09. (N) 066 12 13. (W) SCALED DE5471* PRVD02 - 36.232 (meters) 118.87 (feet) ADJUSTED DE5471 ___________________________________________________________________ DE5471 GEOID HEIGHT- -44.45 (meters) GEOID99 DE5471 DE5471 VERT ORDER - FIRST CLASS II DE5471 DE5471.The horizontal coordinates were scaled from a topographic map and have DE5471.an estimated accuracy of +/- 6 seconds. DE5471 DE5471.The orthometric height was determined by differential leveling DE5471.and adjusted by the National Geodetic Survey in April 2003. DE5471.No vertical observational check was made to the station. DE5471 DE5471.The geoid height was determined by GEOID99. DE5471 DE5471; North East Units Estimated Accuracy DE5471;SPC PRVI - 264,860. 224,270. MT (+/- 180 meters Scaled) DE5471 DE5471 SUPERSEDED SURVEY CONTROL DE5471 DE5471.No superseded survey control is available for this station. DE5471 DE5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA954388(NAD 83) DE5471_MARKER: DV = VERTICAL CONTROL DISK DE5471_SETTING: 66 = SET IN ROCK OUTCROP DE5471_STAMPING: M 1002 2002 DE5471_MARK LOGO: NGS DE5471_MAGNETIC: N = NO MAGNETIC MATERIAL DE5471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5471+STABILITY: POSITION/ELEVATION WELL DE5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5471+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5471 DE5471 HISTORY - Date Condition Report By DE5471 HISTORY - 2002 MONUMENTED NGS DE5471 DE5471 STATION DESCRIPTION DE5471 DE5471'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5471'11.3 KM (7.0 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5471'STATE HIGHWAY 2 IN SAN JUAN, SET IN TOP OF A ROCK LEDGE OF A LARGE DE5471'ROCK OUTCROP IN A HIGHWAY CUT, 67.9 M WEST OF KILOMETER POST 16.8, DE5471'53.6 M EAST OF THE EAST END OF A GUARDRAIL, 17.9 M EAST OF THE WEST DE5471'END OF THE CUT, 13.3 M NORTH OF THE CENTER OF THE WESTBOUND HIGHWAY, DE5471'0.8 M EAST OF A WITNESS POST, AND 0.5 M ABOVE THE LEVEL OF THE DE5471'HIGHWAY. DE5471'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5489 *********************************************************************** DE5489 DESIGNATION - M 1003 DE5489 PID - DE5489 DE5489 COUNTRY - PUERTO RICO DE5489 USGS QUAD - DE5489 DE5489 *CURRENT SURVEY CONTROL DE5489 ___________________________________________________________________ DE5489* NAD 83(1986)- 18 26 49. (N) 066 31 59. (W) SCALED DE5489* PRVD02 - 12.038 (meters) 39.49 (feet) ADJUSTED DE5489 ___________________________________________________________________ DE5489 GEOID HEIGHT- -45.37 (meters) GEOID99 DE5489 DE5489 VERT ORDER - FIRST CLASS II DE5489 DE5489.The horizontal coordinates were scaled from a topographic map and have DE5489.an estimated accuracy of +/- 6 seconds. DE5489 DE5489.The orthometric height was determined by differential leveling DE5489.and adjusted by the National Geodetic Survey in April 2003. DE5489.No vertical observational check was made to the station. DE5489 DE5489.The geoid height was determined by GEOID99. DE5489 DE5489; North East Units Estimated Accuracy DE5489;SPC PRVI - 267,920. 189,470. MT (+/- 180 meters Scaled) DE5489 DE5489 SUPERSEDED SURVEY CONTROL DE5489 DE5489.No superseded survey control is available for this station. DE5489 DE5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA605414(NAD 83) DE5489_MARKER: DV = VERTICAL CONTROL DISK DE5489_SETTING: 31 = BRIDGE DECK DE5489_STAMPING: M 1003 2002 DE5489_MARK LOGO: NGS DE5489_MAGNETIC: N = NO MAGNETIC MATERIAL DE5489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5489+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5489 DE5489 HISTORY - Date Condition Report By DE5489 HISTORY - 2002 MONUMENTED NGS DE5489 DE5489 STATION DESCRIPTION DE5489 DE5489'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5489'1.1 KM (0.7 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5489'STATE HIGHWAY 140 IN BARCELONETA, IN TOP OF THE BRIDGE DECK NEAR THE DE5489'CENTER OF A 2.4 KILOMETER HIGHWAY BRIDGE SPANNING BAYURA AFUERA AND DE5489'RIO GRANDE DE MANATI, 13.2 M WEST OF KILOMETER POST 53.9, 9.3 M WEST DE5489'OF A METAL LIGHT POLE, 6.5 M NORTH OF AND LEVEL WITH THE CENTERLINE OF DE5489'THE WESTBOUND HIGHWAY, AND 1.2 M SOUTH OF THE NORTH EDGE OF THE BRIDGE DE5489'DECK. DE5489'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5510 *********************************************************************** DE5510 DESIGNATION - M 1004 DE5510 PID - DE5510 DE5510 COUNTRY - PUERTO RICO DE5510 USGS QUAD - DE5510 DE5510 *CURRENT SURVEY CONTROL DE5510 ___________________________________________________________________ DE5510* NAD 83(1986)- 18 27 47. (N) 066 46 26. (W) SCALED DE5510* PRVD02 - 70.194 (meters) 230.29 (feet) ADJUSTED DE5510 ___________________________________________________________________ DE5510 GEOID HEIGHT- -46.12 (meters) GEOID99 DE5510 DE5510 VERT ORDER - FIRST CLASS II DE5510 DE5510.The horizontal coordinates were scaled from a topographic map and have DE5510.an estimated accuracy of +/- 6 seconds. DE5510 DE5510.The orthometric height was determined by differential leveling DE5510.and adjusted by the National Geodetic Survey in April 2003. DE5510.No vertical observational check was made to the station. DE5510 DE5510.The geoid height was determined by GEOID99. DE5510 DE5510; North East Units Estimated Accuracy DE5510;SPC PRVI - 269,730. 164,030. MT (+/- 180 meters Scaled) DE5510 DE5510 SUPERSEDED SURVEY CONTROL DE5510 DE5510.No superseded survey control is available for this station. DE5510 DE5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA350428(NAD 83) DE5510_MARKER: DV = VERTICAL CONTROL DISK DE5510_SETTING: 66 = SET IN ROCK OUTCROP DE5510_STAMPING: M 1004 2002 DE5510_MARK LOGO: NGS DE5510_MAGNETIC: N = NO MAGNETIC MATERIAL DE5510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5510+STABILITY: POSITION/ELEVATION WELL DE5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5510+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5510 DE5510 HISTORY - Date Condition Report By DE5510 HISTORY - 2002 MONUMENTED NGS DE5510 DE5510 STATION DESCRIPTION DE5510 DE5510'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5510'7.1 KM (3.85 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5510'STATE HIGHWAY 10 IN DE5510'ARECIBO, NEAR THE SOUTHEAST END OF A 2 BY 16-FOOT AREA OF EXPOSED DE5510'BEDROCK IN A HIGHWAY DE5510'CUT NEAR KILOMETER POST 81.0, 11.4 M NORTHEAST OF THE CENTERLINE OF DE5510'THE WESTBOUND DE5510'HIGHWAY, 0.7 M WEST OF A WITNESS POST, AND 0.5 M BELOW THE LEVEL OF DE5510'THE HIGHWAY. DE5510'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' DE5510' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5532 *********************************************************************** DE5532 DESIGNATION - M 1005 DE5532 PID - DE5532 DE5532 COUNTRY - PUERTO RICO DE5532 USGS QUAD - DE5532 DE5532 *CURRENT SURVEY CONTROL DE5532 ___________________________________________________________________ DE5532* NAD 83(1986)- 18 28 30. (N) 066 59 57. (W) SCALED DE5532* PRVD02 - 108.204 (meters) 355.00 (feet) ADJUSTED DE5532 ___________________________________________________________________ DE5532 GEOID HEIGHT- -46.36 (meters) GEOID99 DE5532 DE5532 VERT ORDER - FIRST CLASS II DE5532 DE5532.The horizontal coordinates were scaled from a topographic map and have DE5532.an estimated accuracy of +/- 6 seconds. DE5532 DE5532.The orthometric height was determined by differential leveling DE5532.and adjusted by the National Geodetic Survey in April 2003. DE5532.No vertical observational check was made to the station. DE5532 DE5532.The geoid height was determined by GEOID99. DE5532 DE5532; North East Units Estimated Accuracy DE5532;SPC PRVI - 271,110. 140,240. MT (+/- 180 meters Scaled) DE5532 DE5532 SUPERSEDED SURVEY CONTROL DE5532 DE5532.No superseded survey control is available for this station. DE5532 DE5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA112439(NAD 83) DE5532_MARKER: F = FLANGE-ENCASED ROD DE5532_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5532_STAMPING: M 1005 2002 DE5532_MARK LOGO: NGS DE5532_PROJECTION: FLUSH DE5532_MAGNETIC: I = MARKER IS A STEEL ROD DE5532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5532+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5532_ROD/PIPE-DEPTH: 5.8 meters DE5532_SLEEVE-DEPTH : 0.9 meters DE5532 DE5532 HISTORY - Date Condition Report By DE5532 HISTORY - 2002 MONUMENTED NGS DE5532 DE5532 STATION DESCRIPTION DE5532 DE5532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5532'8.2 KM (5.1 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5532'STATE HIGHWAY 485 IN DE5532'QUEBRADILLAS, 44.8 M EAST OF THE NORTHEAST CORNER OF HOUSE NUMBER DE5532'4849, 24.4 M WEST OF DE5532'A UTILITY POLE WITH 3 GUY CABLES, 24.0 M SOUTH OF THE CENTERLINE OF DE5532'THE EASTBOUND DE5532'HIGHWAY, 4.4M SOUTH OF THE CENTER OF A STREET, 3.4 M ABOVE THE LEVEL DE5532'OF THE HIGHWAY, 2.6 DE5532'M NORTH OF A WITNESS POST, AND 0.2 M ABOVE THE LEVEL OF THE STREET. DE5532'NOTE--THE MARK IS ON DE5532'THE STREET RIGHT-OF-WAY. DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' DE5532' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB9831 *********************************************************************** AB9831 DESIGNATION - MANATI 2 AB9831 PID - AB9831 AB9831 COUNTRY - PUERTO RICO AB9831 USGS QUAD - AB9831 AB9831 *CURRENT SURVEY CONTROL AB9831 ___________________________________________________________________ AB9831* NAD 83(1997)- 18 26 23.40339(N) 066 30 04.44392(W) ADJUSTED AB9831* PRVD02 - 21.221 (meters) 69.62 (feet) ADJUSTED AB9831 ___________________________________________________________________ AB9831 X - 2,413,375.709 (meters) COMP AB9831 Y - -5,550,711.169 (meters) COMP AB9831 Z - 2,004,618.924 (meters) COMP AB9831 LAPLACE CORR- 1.58 (seconds) DEFLEC99 AB9831 ELLIP HEIGHT- -21.56 (meters) (05/12/97) GPS OBS AB9831 GEOID HEIGHT- -45.13 (meters) GEOID99 AB9831 AB9831 HORZ ORDER - B AB9831 VERT ORDER - FIRST CLASS II AB9831 ELLP ORDER - FOURTH CLASS II AB9831 AB9831.The horizontal coordinates were established by GPS observations AB9831.and adjusted by the National Geodetic Survey in May 1997. AB9831 AB9831.The orthometric height was determined by differential leveling AB9831.and adjusted by the National Geodetic Survey in April 2003. AB9831.No vertical observational check was made to the station. AB9831 AB9831.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9831 AB9831.The Laplace correction was computed from DEFLEC99 derived deflections. AB9831 AB9831.The ellipsoidal height was determined by GPS observations AB9831.and is referenced to NAD 83. AB9831 AB9831.The geoid height was determined by GEOID99. AB9831 AB9831; North East Units Scale Converg. AB9831;SPC PRVI - 267,130.043 192,826.972 MT 1.00000040 -0 01 16.5 AB9831;UTM 19 - 2,040,669.451 763,929.700 MT 1.00046125 +0 47 27.0 AB9831 AB9831 SUPERSEDED SURVEY CONTROL AB9831 AB9831 NAD 83(1993)- 18 26 23.40096(N) 066 30 04.45349(W) AD( ) B AB9831 ELLIP HT - -21.48 (m) (01/15/97) GP( ) 5 2 AB9831 AB9831.Superseded values are not recommended for survey control. AB9831.NGS no longer adjusts projects to the PR datum. AB9831.See file dsdata.txt to determine how the superseded data were derived. AB9831 AB9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA6393040669(NAD 83) AB9831_MARKER: DD = SURVEY DISK AB9831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB9831_STAMPING: MANATI 2 PUERTO RICO GPS CONTROL C.R.I.M. AB9831_MARK LOGO: CARAS AB9831_PROJECTION: FLUSH AB9831_MAGNETIC: I = MARKER IS A STEEL ROD AB9831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9831+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 AB9831_ROD/PIPE-DEPTH: 3.6 meters AB9831 AB9831 HISTORY - Date Condition Report By AB9831 HISTORY - 1995 MONUMENTED ANDREG AB9831 HISTORY - 20020602 GOOD NGS AB9831 AB9831 STATION DESCRIPTION AB9831 AB9831'DESCRIBED BY ANDREGG INCORPORATED 1995 (DJR) AB9831'TO REACH THE STATION FROM THE JUNTION OF HIGHWAYS PR 22 AND PR 149, AB9831'NEAR THE TOWN OF MANATI, GO WEST ON HIGHWAY PR 22 FOR 1.7 MILES (2.7 AB9831'KM) TO KILOMETER POST 49.9 TO THE STATION ON THE RIGHT THE STATION IS AB9831'6.6 METERS (21.7 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE AB9831'OVER HIGHWAY PR 685, 1.3 METERS (4.3 FT) NORTHEAST OF THE EGDE OF AB9831'PAVEMENT OF HIGHWAY PR 22, AND 1 METER (3.3 FT) NORTHEAST OF GUARD AB9831'RAIL AND 1.7 METERS (5.6 FT) SOUTHWEST OF TOP OF BANK THE STATION IS AB9831'1 METER (3.3 FT) SOUTHWEST OF A CARSONITE SURVEY MARKER WITNESS POST AB9831'THE STATION IS A 3-1/4 INCH BRASS CAP STAMPED CENTRO DE RECAUDACION DE AB9831'INGRESSOS MUNICIPALES, PUERTO RICO GPS CONTROL, C.R.I.M., UNLAWFUL TO AB9831'DISTURB, MANATI 2, SET ATOP A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO AB9831'REFUSAL AND COVERED FLUSH WITH THE GROUND BY AN ALUMINUM COVER EPOXYED AB9831'ONTO A 6 INCH SCHEDULE 40 PVC PIPE SET IN CONCRETE INSIDE AND OUT AB9831 AB9831 STATION RECOVERY (2002) AB9831 AB9831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AB9831'4.7 KM (2.95 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF AB9831'STATE HIGHWAY 140 IN BARCELONETA, 38.3 M WEST OF THE CENTER OF STATE AB9831'HIGHWAY 685, 36.1 M WEST OF KILOMETER POST 50.3, 8.1 M NORTH OF THE AB9831'CENTERLINE OF THE WESTBOUND HIGHWAY, 6.6 M WEST OF THE WEST END OF THE AB9831'NORTH CONCRETE GUARDRAIL OF THE HIGHWAY OVERPASS OF HIGHWAY 685, 1.0 M AB9831'NORTH OF A METAL GUARDRAIL, AND 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AB9831'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE AB9831'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB9832 *********************************************************************** AB9832 DESIGNATION - MONTEREY AB9832 PID - AB9832 AB9832 COUNTRY - PUERTO RICO AB9832 USGS QUAD - AB9832 AB9832 *CURRENT SURVEY CONTROL AB9832 ___________________________________________________________________ AB9832* NAD 83(1997)- 18 25 43.07135(N) 066 19 58.68121(W) ADJUSTED AB9832* PRVD02 - 58.450 (meters) 191.76 (feet) ADJUSTED AB9832 ___________________________________________________________________ AB9832 X - 2,429,838.499 (meters) COMP AB9832 Y - -5,543,991.525 (meters) COMP AB9832 Z - 2,003,454.442 (meters) COMP AB9832 LAPLACE CORR- 0.15 (seconds) DEFLEC99 AB9832 ELLIP HEIGHT- 16.18 (meters) (05/12/97) GPS OBS AB9832 GEOID HEIGHT- -44.63 (meters) GEOID99 AB9832 AB9832 HORZ ORDER - B AB9832 VERT ORDER - FIRST CLASS II AB9832 ELLP ORDER - FOURTH CLASS II AB9832 AB9832.The horizontal coordinates were established by GPS observations AB9832.and adjusted by the National Geodetic Survey in May 1997. AB9832 AB9832.The orthometric height was determined by differential leveling AB9832.and adjusted by the National Geodetic Survey in April 2003. AB9832.No vertical observational check was made to the station. AB9832 AB9832.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9832 AB9832.The Laplace correction was computed from DEFLEC99 derived deflections. AB9832 AB9832.The ellipsoidal height was determined by GPS observations AB9832.and is referenced to NAD 83. AB9832 AB9832.The geoid height was determined by GEOID99. AB9832 AB9832; North East Units Scale Converg. AB9832;SPC PRVI - 265,891.572 210,603.315 MT 0.99999972 +0 01 53.1 AB9832;UTM 19 - 2,039,682.566 781,731.074 MT 1.00058137 +0 50 37.2 AB9832 AB9832 SUPERSEDED SURVEY CONTROL AB9832 AB9832 NAD 83(1993)- 18 25 43.06894(N) 066 19 58.69102(W) AD( ) B AB9832 ELLIP HT - 16.27 (m) (01/15/97) GP( ) 5 2 AB9832 AB9832.Superseded values are not recommended for survey control. AB9832.NGS no longer adjusts projects to the PR datum. AB9832.See file dsdata.txt to determine how the superseded data were derived. AB9832 AB9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA8173139683(NAD 83) AB9832_MARKER: DD = SURVEY DISK AB9832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB9832_STAMPING: PUERTO RICO GPS CONTROL C.R.I.M. MONTEREY AB9832_MARK LOGO: CRIM AB9832_PROJECTION: FLUSH AB9832_MAGNETIC: I = MARKER IS A STEEL ROD AB9832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9832+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002 AB9832_ROD/PIPE-DEPTH: 3 meters AB9832 AB9832 HISTORY - Date Condition Report By AB9832 HISTORY - 1995 MONUMENTED ANDREG AB9832 HISTORY - 20020402 GOOD NGS AB9832 AB9832 STATION DESCRIPTION AB9832 AB9832'DESCRIBED BY ANDREGG INCORPORATED 1995 (DJR) AB9832'TO REACH THE STATION FROM FORT BUCHANNON IN SAN JUAN, TAKE HIGHWAY PR AB9832'22 WEST TOWARD ARECIBO ABOUT 16 MILES (25.7 KM) TO THE TOLLBOOTH AT AB9832'KIOMETER POST 31.4. GO WEST THROUGH TOLL BOOTH ABOUT 54 METERS (177.2 AB9832'FT) TO THE STATION ON THE RIGHT THE STATION IS LOCATED IN A GRASS AB9832'ISLAND AT A REST STOP NORTH OF THE TOLL BOOTH, THE STATION IS 3.4 AB9832'METERS (11.2 FT) NORTHEAST OF THE EDGE OF PAVEMENT OF HIGHWAY PR 22, AB9832'2.6 METERS (8.5 FT) WEST OF EDGE OF PAVEMENT TO ENTRANCE OF REST AREA AB9832'PARKING, 28 METERS (91.9 FT) SOUTHEAST OF STREET LIGHT STANDARD AND 12 AB9832'METERS (39.4 FT) WESTERLY OF A TELEPHONE SIGN THE STATION IS 1 METER AB9832'(3.3 FT) SOUTHWEST OF A CARSONITE SURVEY MARKER WITNESS POST THE AB9832'STATION IS A 3-1/4 INCH BRASS CAP STAMPED CENTRO DE RECAUDACION DE AB9832'INGRESSOS MUNICIPALES, PUERTO RICO GPS CONTROL, C.R.I.M., UNLAWFUL TO AB9832'DISTURB, MONTEREY, SET ATOP A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO AB9832'REFUSAL AND COVERED FLUSH WITH THE GROUND BY AN ALUMINUM COVER EPOXYED AB9832'ONTO A 6 INCH SCHEDULE 40 PVC PIPE SET IN CONCRETE INSIDE AND OUT AB9832 AB9832 STATION RECOVERY (2002) AB9832 AB9832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AB9832'23.8 KM (14.9 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF AB9832'STATE HIGHWAY 140 IN BARCELONETA, IN A GRASS MEDIAN ON THE NORTH SIDE AB9832'OF THE WESTBOUND HIGHWAY AT A TOLL PLAZA, 21.4 M WEST OF KILOMETER AB9832'POST 31.4, 6.8 M WEST OF THE EAST CURB OF THE MEDIAN, 3.6 M SOUTH OF AB9832'THE NORTH CURB OF THE MEDIAN, 2.6 M NORTH OF THE NORTH EDGE OF THE AB9832'HIGHWAY, 1.1 M SOUTH OF A WITNESS POST, AND 0.3 M ABOVE THE LEVEL OF AB9832'THE HIGHWAY. AB9832'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE AB9832'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. AB9832'THIS MARK WILL BE DESTROYED BY CONSTRUCTION AT THE TOLL PLAZA IN THE AB9832'NEAR FUTURE. A NEW MARK, Q 1004, WAS SET ON THE OTHER SIDE OF THE AB9832'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5472 *********************************************************************** DE5472 DESIGNATION - N 1002 DE5472 PID - DE5472 DE5472 COUNTRY - PUERTO RICO DE5472 USGS QUAD - DE5472 DE5472 *CURRENT SURVEY CONTROL DE5472 ___________________________________________________________________ DE5472* NAD 83(1986)- 18 24 55. (N) 066 12 50. (W) SCALED DE5472* PRVD02 - 44.328 (meters) 145.43 (feet) ADJUSTED DE5472 ___________________________________________________________________ DE5472 GEOID HEIGHT- -44.36 (meters) GEOID99 DE5472 DE5472 VERT ORDER - FIRST CLASS II DE5472 DE5472.The horizontal coordinates were scaled from a topographic map and have DE5472.an estimated accuracy of +/- 6 seconds. DE5472 DE5472.The orthometric height was determined by differential leveling DE5472.and adjusted by the National Geodetic Survey in April 2003. DE5472.No vertical observational check was made to the station. DE5472 DE5472.The geoid height was determined by GEOID99. DE5472 DE5472; North East Units Estimated Accuracy DE5472;SPC PRVI - 264,430. 223,190. MT (+/- 180 meters Scaled) DE5472 DE5472 SUPERSEDED SURVEY CONTROL DE5472 DE5472.No superseded survey control is available for this station. DE5472 DE5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA943383(NAD 83) DE5472_MARKER: F = FLANGE-ENCASED ROD DE5472_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5472_STAMPING: N 1002 2002 DE5472_MARK LOGO: NGS DE5472_PROJECTION: FLUSH DE5472_MAGNETIC: I = MARKER IS A STEEL ROD DE5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5472+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5472_ROD/PIPE-DEPTH: 3.7 meters DE5472_SLEEVE-DEPTH : 0.9 meters DE5472 DE5472 HISTORY - Date Condition Report By DE5472 HISTORY - 2002 MONUMENTED NGS DE5472 DE5472 STATION DESCRIPTION DE5472 DE5472'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5472'12.4 KM (7.7 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5472'STATE HIGHWAY 2 IN SAN JUAN, 23.5 M EAST OF KILOMETER POST 18.1, 12.5 DE5472'M NORTH OF THE WESTBOUND HIGHWAY CENTER, 11.3 M EAST OF A HIGHWAY DE5472'INFORMATION SIGN (OESTE 22), 7.0 M WEST OF THE EAST END OF A DE5472'GUARDRAIL, 0.5 M BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M NORTH OF A DE5472'WITNESS POST AND GUARDRAIL. DE5472'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5472'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS OF A CLASS A MARK. THE DE5472'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5584 *********************************************************************** DE5584 DESIGNATION - N 1003 DE5584 PID - DE5584 DE5584 COUNTRY - PUERTO RICO DE5584 USGS QUAD - DE5584 DE5584 *CURRENT SURVEY CONTROL DE5584 ___________________________________________________________________ DE5584* NAD 83(1986)- 18 26 37. (N) 066 32 36. (W) SCALED DE5584* PRVD02 - 15.975 (meters) 52.41 (feet) ADJUSTED DE5584 ___________________________________________________________________ DE5584 GEOID HEIGHT- -45.31 (meters) GEOID99 DE5584 DE5584 VERT ORDER - FIRST CLASS II DE5584 DE5584.The horizontal coordinates were scaled from a topographic map and have DE5584.an estimated accuracy of +/- 6 seconds. DE5584 DE5584.The orthometric height was determined by differential leveling DE5584.and adjusted by the National Geodetic Survey in April 2003. DE5584.No vertical observational check was made to the station. DE5584 DE5584.The geoid height was determined by GEOID99. DE5584 DE5584; North East Units Estimated Accuracy DE5584;SPC PRVI - 267,550. 188,380. MT (+/- 180 meters Scaled) DE5584 DE5584 SUPERSEDED SURVEY CONTROL DE5584 DE5584.No superseded survey control is available for this station. DE5584 DE5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA594410(NAD 83) DE5584_MARKER: DV = VERTICAL CONTROL DISK DE5584_SETTING: 38 = BRIDGE ABUTMENT DE5584_STAMPING: N 1003 2002 DE5584_MARK LOGO: NGS DE5584_MAGNETIC: N = NO MAGNETIC MATERIAL DE5584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5584+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5584 DE5584 HISTORY - Date Condition Report By DE5584 HISTORY - 2002 MONUMENTED NGS DE5584 DE5584 STATION DESCRIPTION DE5584 DE5584'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5584'IN BARCELONETA, AT THE JUNCTION OF STATE HIGHWAYS 22 AND 140, IN TOP DE5584'OF AND 1.3 M NORTH DE5584'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE STATE HIGHWAY 22 DE5584'OVERPASS OF DE5584'STATE HIGHWAY 140, 90.6 M WEST OF KILOMETER POST 55.0, 12.5 M WEST OF DE5584'THE CENTER OF THE DE5584'SOUTHBOUND LANES OF STATE HIGHWAY 140, 6.0 M EAST OF THE WEST EDGE OF DE5584'THE ABUTMENT, DE5584'AND 5.2 M SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND DE5584'HIGHWAY. DE5584'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' DE5584' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5511 *********************************************************************** DE5511 DESIGNATION - N 1004 DE5511 PID - DE5511 DE5511 COUNTRY - PUERTO RICO DE5511 USGS QUAD - DE5511 DE5511 *CURRENT SURVEY CONTROL DE5511 ___________________________________________________________________ DE5511* NAD 83(1986)- 18 28 40. (N) 066 46 46. (W) SCALED DE5511* PRVD02 - 49.620 (meters) 162.79 (feet) ADJUSTED DE5511 ___________________________________________________________________ DE5511 GEOID HEIGHT- -46.49 (meters) GEOID99 DE5511 DE5511 VERT ORDER - FIRST CLASS II DE5511 DE5511.The horizontal coordinates were scaled from a topographic map and have DE5511.an estimated accuracy of +/- 6 seconds. DE5511 DE5511.The orthometric height was determined by differential leveling DE5511.and adjusted by the National Geodetic Survey in April 2003. DE5511.No vertical observational check was made to the station. DE5511 DE5511.The geoid height was determined by GEOID99. DE5511 DE5511; North East Units Estimated Accuracy DE5511;SPC PRVI - 271,360. 163,450. MT (+/- 180 meters Scaled) DE5511 DE5511 SUPERSEDED SURVEY CONTROL DE5511 DE5511.No superseded survey control is available for this station. DE5511 DE5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA344444(NAD 83) DE5511_MARKER: F = FLANGE-ENCASED ROD DE5511_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5511_STAMPING: N 1004 2002 DE5511_MARK LOGO: NGS DE5511_PROJECTION: FLUSH DE5511_MAGNETIC: I = MARKER IS A STEEL ROD DE5511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5511+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5511_ROD/PIPE-DEPTH: 4.1 meters DE5511_SLEEVE-DEPTH : 0.9 meters DE5511 DE5511 HISTORY - Date Condition Report By DE5511 HISTORY - 2002 MONUMENTED NGS DE5511 DE5511 STATION DESCRIPTION DE5511 DE5511'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5511'8.0 KM (5.0 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5511'STATE HIGHWAY 10 IN DE5511'ARECIBO, 34.5 M NORTH OF KILOMETER POST 82.8, 18.3 M EAST OF THE DE5511'CENTER OF THE WESTBOUND DE5511'HIGHWAY, 0.8 M WEST OF A WITNESS POST AND FENCE, 0.5 M ABOVE THE LEVEL DE5511'OF THE HIGHWAY. DE5511'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5511'SLEEVE DEPTH DOES DE5511'NOT MEET THE SPECIFICATIONS OF A CLASS A MARK. THE MARK IS ON THE DE5511'HIGHWAY RIGHT-OF-WAY. DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' DE5511' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5533 *********************************************************************** DE5533 DESIGNATION - N 1005 DE5533 PID - DE5533 DE5533 COUNTRY - PUERTO RICO DE5533 USGS QUAD - DE5533 DE5533 *CURRENT SURVEY CONTROL DE5533 ___________________________________________________________________ DE5533* NAD 83(1986)- 18 28 26. (N) 067 00 31. (W) SCALED DE5533* PRVD02 - 109.558 (meters) 359.44 (feet) ADJUSTED DE5533 ___________________________________________________________________ DE5533 GEOID HEIGHT- -46.34 (meters) GEOID99 DE5533 DE5533 VERT ORDER - FIRST CLASS II DE5533 DE5533.The horizontal coordinates were scaled from a topographic map and have DE5533.an estimated accuracy of +/- 6 seconds. DE5533 DE5533.The orthometric height was determined by differential leveling DE5533.and adjusted by the National Geodetic Survey in April 2003. DE5533.No vertical observational check was made to the station. DE5533 DE5533.The geoid height was determined by GEOID99. DE5533 DE5533; North East Units Estimated Accuracy DE5533;SPC PRVI - 270,990. 139,240. MT (+/- 180 meters Scaled) DE5533 DE5533 SUPERSEDED SURVEY CONTROL DE5533 DE5533.No superseded survey control is available for this station. DE5533 DE5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA102437(NAD 83) DE5533_MARKER: F = FLANGE-ENCASED ROD DE5533_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5533_STAMPING: N 1005 2002 DE5533_MARK LOGO: NGS DE5533_PROJECTION: FLUSH DE5533_MAGNETIC: I = MARKER IS A STEEL ROD DE5533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5533+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5533_ROD/PIPE-DEPTH: 17.5 meters DE5533_SLEEVE-DEPTH : 0.9 meters DE5533 DE5533 HISTORY - Date Condition Report By DE5533 HISTORY - 2002 MONUMENTED NGS DE5533 DE5533 STATION DESCRIPTION DE5533 DE5533'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5533'9.2 KM (5.7 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5533'STATE HIGHWAY 485 IN DE5533'QUEBRADILLAS, 0.2 KM (0.1 MI) EAST OF STATE HIGHWAY 474, 29.5 M EAST DE5533'OF KILOMETER POST 110.1, DE5533'19.3 M EAST OF THE CENTER OF A DRIVEWAY, 15.7 M SOUTH OF THE DE5533'CENTERLINE OF THE EASTBOUND DE5533'HIGHWAY, 6.6 M NORTH OF A FENCE, 6.4 M EAST OF A UTILITY POLE WITH A DE5533'GUY CABLE, 1.8 M NORTH DE5533'OF THE CENTER OF A CONCRETE LINED DITCH, 0.9 M SOUTH OF A WITNESS POST DE5533'AND A GUARDRAIL, DE5533'AND 0.3 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM DE5533'POINT IS THROUGH A DE5533'5-INCH LOGO CAP,. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS DE5533'FOR A CLASS A MARK. DE5533'THE MARK IS ON THE STREET RIGHT-OF-WAY. DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' DE5533' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5476 *********************************************************************** DE5476 DESIGNATION - NC 02 DE5476 PID - DE5476 DE5476 COUNTRY - PUERTO RICO DE5476 USGS QUAD - DE5476 DE5476 *CURRENT SURVEY CONTROL DE5476 ___________________________________________________________________ DE5476* NAD 83(1986)- 18 25 15. (N) 066 15 28. (W) SCALED DE5476* PRVD02 - 11.936 (meters) 39.16 (feet) ADJUSTED DE5476 ___________________________________________________________________ DE5476 GEOID HEIGHT- -44.47 (meters) GEOID99 DE5476 DE5476 VERT ORDER - FIRST CLASS II DE5476 DE5476.The horizontal coordinates were scaled from a topographic map and have DE5476.an estimated accuracy of +/- 6 seconds. DE5476 DE5476.The orthometric height was determined by differential leveling DE5476.and adjusted by the National Geodetic Survey in April 2003. DE5476.No vertical observational check was made to the station. DE5476 DE5476.The geoid height was determined by GEOID99. DE5476 DE5476; North East Units Estimated Accuracy DE5476;SPC PRVI - 265,030. 218,550. MT (+/- 180 meters Scaled) DE5476 DE5476 SUPERSEDED SURVEY CONTROL DE5476 DE5476.No superseded survey control is available for this station. DE5476 DE5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA896389(NAD 83) DE5476_MARKER: DD = SURVEY DISK DE5476_SETTING: 30 = DECK DE5476_STAMPING: NC 02 DE5476_MARK LOGO: CARAS DE5476_MAGNETIC: N = NO MAGNETIC MATERIAL DE5476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5476+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5476 DE5476 HISTORY - Date Condition Report By DE5476 HISTORY - UNK MONUMENTED DE5476 HISTORY - 20020204 GOOD NGS DE5476 DE5476 STATION DESCRIPTION DE5476 DE5476'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5476'17.5 KM (10.85 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5476'OF STATE HIGHWAY 2 IN SAN JUAN, IN TOP OF THE CONCRETE DECK OF THE DE5476'HIGHWAY BRIDGE SPANNING RIO DE LA PLATA, 11.5 M EAST OF A UTILITY DE5476'LIGHT POLE, 7.3 M WEST OF KILOMETER POST 22.9, 5.2 M NORTH OF AND DE5476'LEVEL WITH THE CENTERLINE OF THE WESTBOUND HIGHWAY, AND 2.3 M SOUTH OF DE5476'A CONCRETE GUARDRAIL. DE5476'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5478 *********************************************************************** DE5478 DESIGNATION - NC 06 DE5478 PID - DE5478 DE5478 COUNTRY - PUERTO RICO DE5478 USGS QUAD - DE5478 DE5478 *CURRENT SURVEY CONTROL DE5478 ___________________________________________________________________ DE5478* NAD 83(1986)- 18 25 38. (N) 066 17 21. (W) SCALED DE5478* PRVD02 - 27.831 (meters) 91.31 (feet) ADJUSTED DE5478 ___________________________________________________________________ DE5478 GEOID HEIGHT- -44.60 (meters) GEOID99 DE5478 DE5478 VERT ORDER - FIRST CLASS II DE5478 DE5478.The horizontal coordinates were scaled from a topographic map and have DE5478.an estimated accuracy of +/- 6 seconds. DE5478 DE5478.The orthometric height was determined by differential leveling DE5478.and adjusted by the National Geodetic Survey in April 2003. DE5478.No vertical observational check was made to the station. DE5478 DE5478.The geoid height was determined by GEOID99. DE5478 DE5478; North East Units Estimated Accuracy DE5478;SPC PRVI - 265,740. 215,230. MT (+/- 180 meters Scaled) DE5478 DE5478 SUPERSEDED SURVEY CONTROL DE5478 DE5478.No superseded survey control is available for this station. DE5478 DE5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA863395(NAD 83) DE5478_MARKER: DD = SURVEY DISK DE5478_SETTING: 32 = ABUTMENT DE5478_STAMPING: NC 06 DE5478_MARK LOGO: CARAS DE5478_MAGNETIC: N = NO MAGNETIC MATERIAL DE5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5478+STABILITY: SURFACE MOTION DE5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5478+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5478 DE5478 HISTORY - Date Condition Report By DE5478 HISTORY - UNK MONUMENTED CARAS DE5478 HISTORY - 20020204 GOOD NGS DE5478 DE5478 STATION DESCRIPTION DE5478 DE5478'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5478'20.9 KM (13.0 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5478'STATE HIGHWAY 2 IN SAN JUAN, NEAR THE NORTH EDGE OF A 5-FOOT CATCH DE5478'BASIN, 14.3 M SOUTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 6.0 M DE5478'EAST OF KILOMETER POST 26.5, 0.9 M NORTH OF A GUARDRAIL, AND 0.5 M DE5478'BELOW THE LEVEL OF THE HIGHWAY. DE5478'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5479 *********************************************************************** DE5479 DESIGNATION - NC 07 DE5479 PID - DE5479 DE5479 COUNTRY - PUERTO RICO DE5479 USGS QUAD - DE5479 DE5479 *CURRENT SURVEY CONTROL DE5479 ___________________________________________________________________ DE5479* NAD 83(1986)- 18 25 43. (N) 066 17 56. (W) SCALED DE5479* PRVD02 - 45.150 (meters) 148.13 (feet) ADJUSTED DE5479 ___________________________________________________________________ DE5479 GEOID HEIGHT- -44.63 (meters) GEOID99 DE5479 DE5479 VERT ORDER - FIRST CLASS II DE5479 DE5479.The horizontal coordinates were scaled from a topographic map and have DE5479.an estimated accuracy of +/- 6 seconds. DE5479 DE5479.The orthometric height was determined by differential leveling DE5479.and adjusted by the National Geodetic Survey in April 2003. DE5479.No vertical observational check was made to the station. DE5479 DE5479.The geoid height was determined by GEOID99. DE5479 DE5479; North East Units Estimated Accuracy DE5479;SPC PRVI - 265,890. 214,200. MT (+/- 180 meters Scaled) DE5479 DE5479 SUPERSEDED SURVEY CONTROL DE5479 DE5479.No superseded survey control is available for this station. DE5479 DE5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA853397(NAD 83) DE5479_MARKER: DD = SURVEY DISK DE5479_SETTING: 38 = ABUTMENT DE5479_STAMPING: NC 07 DE5479_MARK LOGO: CARAS DE5479_MAGNETIC: N = NO MAGNETIC MATERIAL DE5479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5479+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5479 DE5479 HISTORY - Date Condition Report By DE5479 HISTORY - UNK MONUMENTED CARAS DE5479 HISTORY - 20020204 GOOD NGS DE5479 DE5479 STATION DESCRIPTION DE5479 DE5479'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5479'21.9 KM (13.6 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5479'STATE HIGHWAY 2 IN SAN JUAN, IN TOP OF THE CONCRETE BACK WALL OF THE DE5479'WEST ABUTMENT OF THE WESTBOUND HIGHWAY OVERPASS OF STATE HIGHWAY 694, DE5479'6.0 M WEST OF THE WEST END OF THE BRIDGE DECK, 5.3 M NORTH OF THE DE5479'CENTERLINE OF THE WESTBOUND HIGHWAY, 2.1 M SOUTH OF THE NORTH EDGE OF DE5479'THE BACK WALL, 0.3 M EAST OF THE WEST EDGE OF THE BACK WALL, AND 0.3 M DE5479'ABOVE THE LEVEL OF THE HIGHWAY. DE5479'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5572 *********************************************************************** DE5572 DESIGNATION - NC 09 DE5572 PID - DE5572 DE5572 COUNTRY - PUERTO RICO DE5572 USGS QUAD - DE5572 DE5572 *CURRENT SURVEY CONTROL DE5572 ___________________________________________________________________ DE5572* NAD 83(1986)- 18 26 00. (N) 066 20 14. (W) SCALED DE5572* PRVD02 - 48.099 (meters) 157.80 (feet) ADJUSTED DE5572 ___________________________________________________________________ DE5572 GEOID HEIGHT- -44.74 (meters) GEOID99 DE5572 DE5572 VERT ORDER - FIRST CLASS II DE5572 DE5572.The horizontal coordinates were scaled from a topographic map and have DE5572.an estimated accuracy of +/- 6 seconds. DE5572 DE5572.The orthometric height was determined by differential leveling DE5572.and adjusted by the National Geodetic Survey in April 2003. DE5572.No vertical observational check was made to the station. DE5572 DE5572.The geoid height was determined by GEOID99. DE5572 DE5572; North East Units Estimated Accuracy DE5572;SPC PRVI - 266,410. 210,150. MT (+/- 180 meters Scaled) DE5572 DE5572 SUPERSEDED SURVEY CONTROL DE5572 DE5572.No superseded survey control is available for this station. DE5572 DE5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA812401(NAD 83) DE5572_MARKER: DD = SURVEY DISK DE5572_SETTING: 38 = OVERPASS ABUTMENT DE5572_STAMPING: NC 09 DE5572_MARK LOGO: CARAS DE5572_MAGNETIC: N = NO MAGNETIC MATERIAL DE5572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5572+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002 DE5572 DE5572 HISTORY - Date Condition Report By DE5572 HISTORY - UNK MONUMENTED CARAS DE5572 HISTORY - 20020502 GOOD NGS DE5572 DE5572 STATION DESCRIPTION DE5572 DE5572'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5572'23.3 KM (14.45 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5572'OF STATE HIGHWAY 140 DE5572'IN BARCELONETA, IN TOP OF AND 1.9 M SOUTHWEST OF THE NORTHEAST END OF DE5572'THE NORTHWEST DE5572'CONCRETE ABUTMENT OF THE WESTBOUND HIGHWAY OVERPASS OF STATE HIGHWAY DE5572'690, 50.0 M DE5572'NORTHWEST OF KILOMETER POST 31.9, 5.8 M WEST OF THE BRIDGE DECK, 5.0 M DE5572'NORTHEAST OF THE DE5572'CENTERLINE OF THE WESTBOUND HIGHWAY, 0.3 M SOUTHEAST OF THE NORTHWEST DE5572'EDGE OF THE DE5572'ABUTMENT, AND 0.3 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK DE5572'IS ON THE HIGHWAY DE5572'RIGHT-OF-WAY. DE5572' DE5572' DE5572' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5575 *********************************************************************** DE5575 DESIGNATION - NC 14 DE5575 PID - DE5575 DE5575 COUNTRY - PUERTO RICO DE5575 USGS QUAD - DE5575 DE5575 *CURRENT SURVEY CONTROL DE5575 ___________________________________________________________________ DE5575* NAD 83(1986)- 18 25 47. (N) 066 21 42. (W) SCALED DE5575* PRVD02 - 17.921 (meters) 58.80 (feet) ADJUSTED DE5575 ___________________________________________________________________ DE5575 GEOID HEIGHT- -44.66 (meters) GEOID99 DE5575 DE5575 VERT ORDER - FIRST CLASS II DE5575 DE5575.The horizontal coordinates were scaled from a topographic map and have DE5575.an estimated accuracy of +/- 6 seconds. DE5575 DE5575.The orthometric height was determined by differential leveling DE5575.and adjusted by the National Geodetic Survey in April 2003. DE5575.No vertical observational check was made to the station. DE5575 DE5575.The geoid height was determined by GEOID99. DE5575 DE5575; North East Units Estimated Accuracy DE5575;SPC PRVI - 266,010. 207,570. MT (+/- 180 meters Scaled) DE5575 DE5575 SUPERSEDED SURVEY CONTROL DE5575 DE5575.No superseded survey control is available for this station. DE5575 DE5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA786397(NAD 83) DE5575_MARKER: DD = SURVEY DISK DE5575_SETTING: 38 = BRIDGE ABUTMENT DE5575_STAMPING: NC 14 DE5575_MARK LOGO: CARAS DE5575_MAGNETIC: N = NO MAGNETIC MATERIAL DE5575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5575+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002 DE5575 DE5575 HISTORY - Date Condition Report By DE5575 HISTORY - UNK MONUMENTED CARAS DE5575 HISTORY - 20020502 GOOD NGS DE5575 DE5575 STATION DESCRIPTION DE5575 DE5575'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5575'20.5 KM (12.8 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5575'STATE HIGHWAY 140 DE5575'IN BARCELONETA, IN TOP OF AND 2.2 M SOUTH OF THE NORTH END OF THE DE5575'WEST CONCRETE DE5575'ABUTMENT OF THE WESTBOUND HIGHWAY BRIDGE SPANNING A CREEK, 20.3 M WEST DE5575'OF KILOMETER DE5575'POST 34.6, 5.9 M WEST OF THE BRIDGE DECK, 5.7 M NORTH OF AND LEVEL DE5575'WITH THE CENTERLINE OF DE5575'THE WESTBOUND HIGHWAY, AND 0.5 M EAST OF THE WEST EDGE OF THE DE5575'ABUTMENT. NOTE--THE DE5575'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5575' DE5575' DE5575' DE5575' DE5575' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5577 *********************************************************************** DE5577 DESIGNATION - NC 19 DE5577 PID - DE5577 DE5577 COUNTRY - PUERTO RICO DE5577 USGS QUAD - DE5577 DE5577 *CURRENT SURVEY CONTROL DE5577 ___________________________________________________________________ DE5577* NAD 83(1986)- 18 26 21. (N) 066 23 28. (W) SCALED DE5577* PRVD02 - 71.354 (meters) 234.10 (feet) ADJUSTED DE5577 ___________________________________________________________________ DE5577 GEOID HEIGHT- -44.91 (meters) GEOID99 DE5577 DE5577 VERT ORDER - FIRST CLASS II DE5577 DE5577.The horizontal coordinates were scaled from a topographic map and have DE5577.an estimated accuracy of +/- 6 seconds. DE5577 DE5577.The orthometric height was determined by differential leveling DE5577.and adjusted by the National Geodetic Survey in April 2003. DE5577.No vertical observational check was made to the station. DE5577 DE5577.The geoid height was determined by GEOID99. DE5577 DE5577; North East Units Estimated Accuracy DE5577;SPC PRVI - 267,060. 204,460. MT (+/- 180 meters Scaled) DE5577 DE5577 SUPERSEDED SURVEY CONTROL DE5577 DE5577.No superseded survey control is available for this station. DE5577 DE5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA755407(NAD 83) DE5577_MARKER: DD = SURVEY DISK DE5577_SETTING: 38 = OVERPASS ABUTMENT DE5577_STAMPING: NC 19 DE5577_MARK LOGO: CARAS DE5577_MAGNETIC: N = NO MAGNETIC MATERIAL DE5577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5577+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002 DE5577 DE5577 HISTORY - Date Condition Report By DE5577 HISTORY - UNK MONUMENTED CARAS DE5577 HISTORY - 20020502 GOOD NGS DE5577 DE5577 STATION DESCRIPTION DE5577 DE5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5577'17.1 KM (10.65 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5577'OF STATE HIGHWAY 140 DE5577'IN BARCELONETA, IN TOP OF AND 2.4 M SOUTHWEST OF THE NORTHEAST END OF DE5577'THE NORTHWEST DE5577'CONCRETE ABUTMENT OF THE WESTBOUND HIGHWAY OVERPASS OF A STREET, 29.8 DE5577'M WEST OF DE5577'KILOMETER POST 38.0, 5.1 M NORTHWEST OF THE BRIDGE DECK, 5.1 M DE5577'NORTHEAST OF AND LEVEL DE5577'WITH THE CENTERLINE OF THE WESTBOUND HIGHWAY, AND 0.9 M SOUTHEAST OF DE5577'THE EDGE OF THE DE5577'ABUTMENT. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5577' DE5577' DE5577' DE5577' DE5577' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5580 *********************************************************************** DE5580 DESIGNATION - NC 42 DE5580 PID - DE5580 DE5580 COUNTRY - PUERTO RICO DE5580 USGS QUAD - DE5580 DE5580 *CURRENT SURVEY CONTROL DE5580 ___________________________________________________________________ DE5580* NAD 83(1986)- 18 26 51. (N) 066 26 37. (W) SCALED DE5580* PRVD02 - 37.154 (meters) 121.90 (feet) ADJUSTED DE5580 ___________________________________________________________________ DE5580 GEOID HEIGHT- -45.19 (meters) GEOID99 DE5580 DE5580 VERT ORDER - FIRST CLASS II DE5580 DE5580.The horizontal coordinates were scaled from a topographic map and have DE5580.an estimated accuracy of +/- 6 seconds. DE5580 DE5580.The orthometric height was determined by differential leveling DE5580.and adjusted by the National Geodetic Survey in April 2003. DE5580.No vertical observational check was made to the station. DE5580 DE5580.The geoid height was determined by GEOID99. DE5580 DE5580; North East Units Estimated Accuracy DE5580;SPC PRVI - 267,980. 198,910. MT (+/- 180 meters Scaled) DE5580 DE5580 SUPERSEDED SURVEY CONTROL DE5580 DE5580.No superseded survey control is available for this station. DE5580 DE5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA700416(NAD 83) DE5580_MARKER: DD = SURVEY DISK DE5580_SETTING: 38 = OVERPASS ABUTMENT DE5580_STAMPING: NC 42 DE5580_MARK LOGO: CARAS DE5580_MAGNETIC: N = NO MAGNETIC MATERIAL DE5580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5580+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 DE5580 DE5580 HISTORY - Date Condition Report By DE5580 HISTORY - UNK MONUMENTED CARAS DE5580 HISTORY - 20020602 GOOD NGS DE5580 DE5580 STATION DESCRIPTION DE5580 DE5580'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5580'11.3 KM (7.0 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5580'STATE HIGHWAY 140 DE5580'IN BARCELONETA, IN TOP OF AND 2.0 M SOUTH OF THE NORTH END OF THE WEST DE5580'CONCRETE DE5580'ABUTMENT OF THE HIGHWAY OVERPASS OF A STREET, 52.6 M EAST OF DE5580'KILOMETER POST 44.0, 4.7 M DE5580'NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 4.2 M WEST OF THE DE5580'BRIDGE DECK, AND DE5580'0.3 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE DE5580'HIGHWAY RIGHT-OF-WAY. DE5580' DE5580' DE5580' DE5580' DE5580' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5582 *********************************************************************** DE5582 DESIGNATION - NC 44 DE5582 PID - DE5582 DE5582 COUNTRY - PUERTO RICO DE5582 USGS QUAD - DE5582 DE5582 *CURRENT SURVEY CONTROL DE5582 ___________________________________________________________________ DE5582* NAD 83(1986)- 18 26 38. (N) 066 27 58. (W) SCALED DE5582* PRVD02 - 57.072 (meters) 187.24 (feet) ADJUSTED DE5582 ___________________________________________________________________ DE5582 GEOID HEIGHT- -45.15 (meters) GEOID99 DE5582 DE5582 VERT ORDER - FIRST CLASS II DE5582 DE5582.The horizontal coordinates were scaled from a topographic map and have DE5582.an estimated accuracy of +/- 6 seconds. DE5582 DE5582.The orthometric height was determined by differential leveling DE5582.and adjusted by the National Geodetic Survey in April 2003. DE5582.No vertical observational check was made to the station. DE5582 DE5582.The geoid height was determined by GEOID99. DE5582 DE5582; North East Units Estimated Accuracy DE5582;SPC PRVI - 267,580. 196,540. MT (+/- 180 meters Scaled) DE5582 DE5582 SUPERSEDED SURVEY CONTROL DE5582 DE5582.No superseded survey control is available for this station. DE5582 DE5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA676411(NAD 83) DE5582_MARKER: DD = SURVEY DISK DE5582_SETTING: 36 = BACK WALL OVERPASS DE5582_STAMPING: NC 44 DE5582_MARK LOGO: CARAS DE5582_MAGNETIC: N = NO MAGNETIC MATERIAL DE5582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5582+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 DE5582 DE5582 HISTORY - Date Condition Report By DE5582 HISTORY - UNK MONUMENTED CARAS DE5582 HISTORY - 20020602 GOOD NGS DE5582 DE5582 STATION DESCRIPTION DE5582 DE5582'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5582'8.7 KM (5.4 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5582'STATE HIGHWAY 140 DE5582'IN BARCELONETA, IN TOP OF THE CONCRETE BACK WALL OF THE WEST ABUTMENT DE5582'OF THE HIGHWAY DE5582'OVERPASS OF STATE HIGHWAY 686, 28.6 M EAST OF KILOMETER POST 46.4, 6.7 DE5582'M SOUTH OF AND DE5582'LEVEL WITH THE CENTERLINE OF THE WESTBOUND HIGHWAY, 5.8 M WEST OF THE DE5582'BRIDGE DECK, 2.7 DE5582'M NORTH OF THE BARRIER BETWEEN THE WESTBOUND AND EASTBOUND HIGHWAY, DE5582'AND 0.4 M EAST DE5582'OF THE WEST EDGE OF THE BACK WALL. NOTE--THE MARK IS ON THE HIGHWAY DE5582'RIGHT-OF-WAY. DE5582' DE5582' DE5582' DE5582' DE5582' DE5582' DE5582' DE5582' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5473 *********************************************************************** DE5473 DESIGNATION - NC 81 DE5473 PID - DE5473 DE5473 COUNTRY - PUERTO RICO DE5473 USGS QUAD - DE5473 DE5473 *CURRENT SURVEY CONTROL DE5473 ___________________________________________________________________ DE5473* NAD 83(1986)- 18 24 52. (N) 066 13 38. (W) SCALED DE5473* PRVD02 - 60.945 (meters) 199.95 (feet) ADJUSTED DE5473 ___________________________________________________________________ DE5473 GEOID HEIGHT- -44.34 (meters) GEOID99 DE5473 DE5473 VERT ORDER - FIRST CLASS II DE5473 DE5473.The horizontal coordinates were scaled from a topographic map and have DE5473.an estimated accuracy of +/- 6 seconds. DE5473 DE5473.The orthometric height was determined by differential leveling DE5473.and adjusted by the National Geodetic Survey in April 2003. DE5473.No vertical observational check was made to the station. DE5473 DE5473.The geoid height was determined by GEOID99. DE5473 DE5473; North East Units Estimated Accuracy DE5473;SPC PRVI - 264,330. 221,780. MT (+/- 180 meters Scaled) DE5473 DE5473 SUPERSEDED SURVEY CONTROL DE5473 DE5473.No superseded survey control is available for this station. DE5473 DE5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA929382(NAD 83) DE5473_MARKER: DD = SURVEY DISK DE5473_SETTING: 36 = ABUTMENT DE5473_STAMPING: NC 81 DE5473_MARK LOGO: CARAS DE5473_MAGNETIC: N = NO MAGNETIC MATERIAL DE5473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5473+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5473 DE5473 HISTORY - Date Condition Report By DE5473 HISTORY - UNK MONUMENTED DE5473 HISTORY - 20020204 GOOD NGS DE5473 DE5473 STATION DESCRIPTION DE5473 DE5473'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5473'13.8 KM (8.6 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5473'STATE HIGHWAY 2 IN SAN JUAN, IN TOP OF THE CONCRETE BACK WALL OF THE DE5473'SOUTH ABUTMENT OF A STREET OVERPASS OF THE HIGHWAY, 5.0 M ABOVE THE DE5473'LEVEL OF THE HIGHWAY, 3.7 M WEST OF AND LEVEL WITH THE STREET CENTER, DE5473'2.1 M EAST OF THE WEST EDGE OF THE BACK WALL, 1.2 M NORTH OF THE SOUTH DE5473'EDGE OF THE BACK WALL AND 0.3 M EAST OF THE EAST EDGE OF THE WEST DE5473'BRIDGE CURB. DE5473'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5474 *********************************************************************** DE5474 DESIGNATION - NC 82 DE5474 PID - DE5474 DE5474 COUNTRY - PUERTO RICO DE5474 USGS QUAD - DE5474 DE5474 *CURRENT SURVEY CONTROL DE5474 ___________________________________________________________________ DE5474* NAD 83(1986)- 18 25 01. (N) 066 13 53. (W) SCALED DE5474* PRVD02 - 51.743 (meters) 169.76 (feet) ADJUSTED DE5474 ___________________________________________________________________ DE5474 GEOID HEIGHT- -44.39 (meters) GEOID99 DE5474 DE5474 VERT ORDER - FIRST CLASS II DE5474 DE5474.The horizontal coordinates were scaled from a topographic map and have DE5474.an estimated accuracy of +/- 6 seconds. DE5474 DE5474.The orthometric height was determined by differential leveling DE5474.and adjusted by the National Geodetic Survey in April 2003. DE5474.No vertical observational check was made to the station. DE5474 DE5474.The geoid height was determined by GEOID99. DE5474 DE5474; North East Units Estimated Accuracy DE5474;SPC PRVI - 264,610. 221,340. MT (+/- 180 meters Scaled) DE5474 DE5474 SUPERSEDED SURVEY CONTROL DE5474 DE5474.No superseded survey control is available for this station. DE5474 DE5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA924385(NAD 83) DE5474_MARKER: DD = SURVEY DISK DE5474_SETTING: 36 = ABUTMENT DE5474_STAMPING: NC 82 DE5474_MARK LOGO: CARAS DE5474_MAGNETIC: N = NO MAGNETIC MATERIAL DE5474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5474+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5474 DE5474 HISTORY - Date Condition Report By DE5474 HISTORY - UNK MONUMENTED DE5474 HISTORY - 20020204 GOOD NGS DE5474 DE5474 STATION DESCRIPTION DE5474 DE5474'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5474'14.3 KM (9.3 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5474'STATE HIGHWAY 2 IN SAN JUAN, IN TOP OF AND 0.2 M NORTH OF THE SOUTH DE5474'CORNER OF A 7 BY 7-FOOT CONCRETE CATCH BASIN, 14.2 M SOUTHEAST OF THE DE5474'CENTER OF A CROSSOVER BETWEEN THE EAST AND WESTBOUND HIGHWAY, 12.6 M DE5474'SOUTHWEST OF THE CENTER OF THE WESTBOUND HIGHWAY, 12.5 M NORTHEAST OF DE5474'THE CENTER OF THE EASTBOUND HIGHWAY, 11.4 M NORTHWEST OF KILOMETER DE5474'POST 20.0, 7.2 M NORTHWEST OF THE NORTHWEST END OF A GUARDRAIL, 0.9 M DE5474'SOUTH OF THE CENTER OF THE STEEL GRATE, AND 0.8 M BELOW THE LEVEL OF DE5474'THE WESTBOUND HIGHWAY. DE5474'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5481 *********************************************************************** DE5481 DESIGNATION - NC 86 DE5481 PID - DE5481 DE5481 COUNTRY - PUERTO RICO DE5481 USGS QUAD - DE5481 DE5481 *CURRENT SURVEY CONTROL DE5481 ___________________________________________________________________ DE5481* NAD 83(1986)- 18 25 30. (N) 066 19 20. (W) SCALED DE5481* PRVD02 - 59.904 (meters) 196.53 (feet) ADJUSTED DE5481 ___________________________________________________________________ DE5481 GEOID HEIGHT- -44.54 (meters) GEOID99 DE5481 DE5481 VERT ORDER - FIRST CLASS II DE5481 DE5481.The horizontal coordinates were scaled from a topographic map and have DE5481.an estimated accuracy of +/- 6 seconds. DE5481 DE5481.The orthometric height was determined by differential leveling DE5481.and adjusted by the National Geodetic Survey in April 2003. DE5481.No vertical observational check was made to the station. DE5481 DE5481.The geoid height was determined by GEOID99. DE5481 DE5481; North East Units Estimated Accuracy DE5481;SPC PRVI - 265,490. 211,740. MT (+/- 180 meters Scaled) DE5481 DE5481 SUPERSEDED SURVEY CONTROL DE5481 DE5481.No superseded survey control is available for this station. DE5481 DE5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA828392(NAD 83) DE5481_MARKER: DD = SURVEY DISK DE5481_SETTING: 32 = CATCH BASIN DE5481_STAMPING: NC 86 DE5481_MARK LOGO: CARAS DE5481_MAGNETIC: N = NO MAGNETIC MATERIAL DE5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5481+STABILITY: SURFACE MOTION DE5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5481+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5481 DE5481 HISTORY - Date Condition Report By DE5481 HISTORY - UNK MONUMENTED CARAS DE5481 HISTORY - 20020204 GOOD NGS DE5481 DE5481 STATION DESCRIPTION DE5481 DE5481'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5481'24.5 KM (15.25 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5481'OF STATE HIGHWAY 2 IN SAN JUAN, NEAR THE NORTHEAST EDGE OF A 7-FOOT DE5481'CONCRETE CATCH BASIN, 23.9 M EAST OF KILOMETER POST 30.1, 14.0 M SOUTH DE5481'OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 12. M NORTH OF A DE5481'GUARDRAIL, AND 1.0 M BELOW THE LEVEL OF THE HIGHWAY. DE5481'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1290 *********************************************************************** TV1290 DESIGNATION - NOVA 2 TV1290 PID - TV1290 TV1290 COUNTRY - PUERTO RICO TV1290 USGS QUAD - TV1290 TV1290 *CURRENT SURVEY CONTROL TV1290 ___________________________________________________________________ TV1290* NAD 83(1997)- 18 28 25.91241(N) 066 48 03.40825(W) ADJUSTED TV1290* NAVD 88 - 85.4 (meters) 280. (feet) GPS OBS TV1290 ___________________________________________________________________ TV1290 X - 2,383,860.288 (meters) COMP TV1290 Y - -5,562,216.599 (meters) COMP TV1290 Z - 2,008,211.167 (meters) COMP TV1290 LAPLACE CORR- 0.16 (seconds) DEFLEC99 TV1290 ELLIP HEIGHT- 39.47 (meters) (05/12/97) GPS OBS TV1290 GEOID HEIGHT- -46.40 (meters) GEOID99 TV1290 TV1290 HORZ ORDER - A TV1290 VERT ORDER - FIRST CLASS II (See Below) TV1290 ELLP ORDER - FIRST CLASS I TV1290 TV1290.The horizontal coordinates were established by GPS observations TV1290.and adjusted by the National Geodetic Survey in May 1997. TV1290 TV1290.The orthometric height was determined by GPS observations and a TV1290.high-resolution geoid model. TV1290.The vertical order pertains to the superseded datum. TV1290 TV1290.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1290 TV1290.The Laplace correction was computed from DEFLEC99 derived deflections. TV1290 TV1290.The ellipsoidal height was determined by GPS observations TV1290.and is referenced to NAD 83. TV1290 TV1290.The geoid height was determined by GEOID99. TV1290 TV1290; North East Units Scale Converg. TV1290;SPC PRVI - 270,934.356 161,173.141 MT 1.00000270 -0 06 54.1 TV1290;UTM 19 - 2,044,025.924 732,213.701 MT 1.00026667 +0 41 49.7 TV1290 TV1290: Primary Azimuth Mark Grid Az TV1290:SPC PRVI - CAPAEZ 219 00 32.0 TV1290:UTM 19 - CAPAEZ 218 11 48.2 TV1290 TV1290|---------------------------------------------------------------------| TV1290| PID Reference Object Distance Geod. Az | TV1290| dddmmss.s | TV1290| TV1291 CAPAEZ APPROX. 2.1 KM 2185337.9 | TV1290| CE5418 NOVA 2 RM 1 32.666 METERS 25243 | TV1290| CE5419 NOVA 2 RM 2 35.430 METERS 29126 | TV1290|---------------------------------------------------------------------| TV1290 TV1290 SUPERSEDED SURVEY CONTROL TV1290 TV1290 ELLIP HT - 39.39 (m) (11/17/95) GP( ) 1 2 TV1290 NAD 83(1993)- 18 28 25.90993(N) 066 48 03.41774(W) AD( ) A TV1290 ELLIP HT - 39.53 (m) (01/13/94) GP( ) 1 1 TV1290 NAD 83(1986)- 18 28 25.88015(N) 066 48 03.39997(W) AD( ) 2 TV1290 PR - 18 28 33.07855(N) 066 48 04.76640(W) AD( ) 2 TV1290 PRVD02 - 83.536 (m) 274.07 (f) ADJUSTED 1 2 TV1290 TV1290.Superseded values are not recommended for survey control. TV1290.NGS no longer adjusts projects to the PR datum. TV1290.See file dsdata.txt to determine how the superseded data were derived. TV1290 TV1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA3221444026(NAD 83) TV1290_MARKER: P = PIPE CAP TV1290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND TV1290_STAMPING: NOVA 2 1966 TV1290_MARK LOGO: CGS TV1290_MAGNETIC: P = MARKER IS A STEEL PIPE TV1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY TV1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1290+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2001 TV1290 TV1290 HISTORY - Date Condition Report By TV1290 HISTORY - 1966 MONUMENTED CGS TV1290 HISTORY - 1966 GOOD CGS TV1290 HISTORY - 19930223 GOOD NOS TV1290 HISTORY - 19950709 GOOD NGS TV1290 HISTORY - 19951111 GOOD ANDREG TV1290 HISTORY - 20010215 GOOD NGS TV1290 TV1290 STATION DESCRIPTION TV1290 TV1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC) TV1290'THE STATION IS LOCATED 8 AIRLINE MILES WEST OF ARECIBO, 5 AIRLINE TV1290'MILES SOUTH-SOUTHEAST OF CAMOY AND ON THE TOP OF A GRASS COVERED TV1290'HILL. TV1290' TV1290'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 2 AND 129 TV1290'IN ARECIBO, GO WESTERLY ON HIGHWAY 2 FOR 5.0 MILES TO A SIDE ROAD TV1290'LEFT AT KILOMETER POST 85.2. TURN LEFT AND GO SOUTH ON A PAVED TV1290'ROAD FOR 0.65 MILE TO A CROSSROAD. TURN LEFT AND GO EAST AND TV1290'SOUTH ON A PAVED ROAD FOR 0.15 MILE TO A CROSSROAD. CONTINUE TV1290'STRAIGHT AHEAD AND GO SOUTH ON A TRACK ROAD FOR 0.2 MILE TO A TV1290'FENCE LINE JUST SOUTH OF A FARMHOUSE AND END OF TRUCK TRAVEL. FROM TV1290'HERE PACK SOUTH UPHILL FOR ABOUT 100 YARDS TO THE HIGHEST POINT OF TV1290'THE HILL AND THE STATION. TV1290' TV1290'THE STATION MARK IS A STANDARD DISK STAMPED NOVA 2 1966, BRAZED TV1290'TO THE TOP OF A 3-INCH ROUND CAST IRON SOIL PIPE WHICH PROJECTS 2 TV1290'INCHES. IT IS 106 FEET EAST OF A FENCE LINE. TV1290' TV1290'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NOVA 2 NO 1 1966, TV1290'BRAZED TO THE TOP OF A 3-INCH ROUND CAST IRON SOIL PIPE WHICH TV1290'PROJECTS 6 INCHES. IT IS 1 FOOT EAST OF THE FENCE LINE. TV1290' TV1290'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NOVA 2 NO 2 1966, TV1290'BRAZED TO THE TOP OF A 3-INCH ROUND CAST IRON SOIL PIPE WHICH TV1290'PROJECTS 6 INCHES. IT IS 1 FOOT EAST OF THE FENCE LINE. TV1290' TV1290'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION. TV1290 TV1290 STATION RECOVERY (1966) TV1290 TV1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 TV1290'RECOVERED IN GOOD CONDITION. TV1290 TV1290 STATION RECOVERY (1993) TV1290 TV1290'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 TV1290'RECOVERED IN GOOD CONDITION. TV1290 TV1290 STATION RECOVERY (1995) TV1290 TV1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM) TV1290'RECOVERED IN GOOD CONDITION. NOTE--THE MONUMENT BEARS THE APPEARANCE TV1290'OF HAVING BEEN REINFORCED. THE STATION IS IN A CATTLE PASTURE. TV1290'RECOVERED BY J.A. SWALLOW AND M.A. ASLAKSEN. TV1290 TV1290 STATION RECOVERY (1995) TV1290 TV1290'RECOVERY NOTE BY ANDREGG INCORPORATED 1995 (MJB) TV1290'RECOVERED AS DESCRIBED. TV1290 TV1290 STATION RECOVERY (2001) TV1290 TV1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW) TV1290'2.4 KM (1.5 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF TV1290'STATE HIGHWAY 22 IN TV1290'CARRIZALES, THENCE 1.3 KM (0.8 MI) SOUTHERLY ALONG A PAVED TAKING A TV1290'JOG TO THE LEFT AND TV1290'CONTINUING TO A T-JUNCTION, THENCE 0.6 KM (0.4 MI) WESTERLY ALONG A TV1290'PAVED ROAD, THENCE TV1290'0.6 KM (0.4 MI) SOUTHERLY ALONG A PAVED ROAD PASSING THROUGH A GATE, TV1290'THENCE 0.2 MI TV1290'EASTERLY ALONG A TRACK ROAD TO A HOUSE, THEN PACK 130 METERS TV1290'NORTHEAST CROSSING 3 TV1290'FENCES TO THE HIGHEST POINT ON A HILL, 35.6 M EAST-SOUTHEAST OF A TV1290'REFERENCE PIPE BETWEEN TV1290'2 FENCE POSTS, 32.8 M EAST-NORTHEAST OF A REFERENCE PIPE BETWEEN 2 TV1290'FENCES, 27.8 M EAST OF TV1290'A TRACK ROAD, 24.9 M EAST OF THE MOST EASTERLY OF 2 FENCES, 1.4 M WEST TV1290'OF A METAL PIPE TV1290'WITNESS POST. NOTE--THE PIPE IS ENCASED IN A 4-INCH PVC PIPE WITH A TV1290'SCREW CAP. THE PVC PIPE TV1290'IS SURROUNDED BY AND FILLED WITH CONCRETE AND PROJECTS 0.2 M ABOVE THE TV1290'GROUND TV1290'SURFACE. THE MARK IS ON PROPERTY OWNED BY BERNARDINO LINARES DELGADO, TV1290'B.O. CARRIZALES TV1290'HATILLO. TV1290' TV1290' TV1290' TV1290' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5475 *********************************************************************** DE5475 DESIGNATION - P 1002 DE5475 PID - DE5475 DE5475 COUNTRY - PUERTO RICO DE5475 USGS QUAD - DE5475 DE5475 *CURRENT SURVEY CONTROL DE5475 ___________________________________________________________________ DE5475* NAD 83(1986)- 18 25 14. (N) 066 14 08. (W) SCALED DE5475* PRVD02 - 43.450 (meters) 142.55 (feet) ADJUSTED DE5475 ___________________________________________________________________ DE5475 GEOID HEIGHT- -44.47 (meters) GEOID99 DE5475 DE5475 VERT ORDER - FIRST CLASS II DE5475 DE5475.The horizontal coordinates were scaled from a topographic map and have DE5475.an estimated accuracy of +/- 6 seconds. DE5475 DE5475.The orthometric height was determined by differential leveling DE5475.and adjusted by the National Geodetic Survey in April 2003. DE5475.No vertical observational check was made to the station. DE5475 DE5475.The geoid height was determined by GEOID99. DE5475 DE5475; North East Units Estimated Accuracy DE5475;SPC PRVI - 265,010. 220,900. MT (+/- 180 meters Scaled) DE5475 DE5475 SUPERSEDED SURVEY CONTROL DE5475 DE5475.No superseded survey control is available for this station. DE5475 DE5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA920389(NAD 83) DE5475_MARKER: DV = VERTICAL CONTROL DISK DE5475_SETTING: 66 = SET IN ROCK OUTCROP DE5475_STAMPING: P 1002 2002 DE5475_MARK LOGO: NGS DE5475_MAGNETIC: N = NO MAGNETIC MATERIAL DE5475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5475+STABILITY: POSITION/ELEVATION WELL DE5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5475+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5475 DE5475 HISTORY - Date Condition Report By DE5475 HISTORY - 2002 MONUMENTED NGS DE5475 DE5475 STATION DESCRIPTION DE5475 DE5475'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5475'14.9 KM (9.3 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5475'STATE HIGHWAY 2 IN SAN JUAN, NEAR THE CENTER OF A 4 BY 12-FOOT AREA OF DE5475'EXPOSED ROCK OUTCROP, 16.0 M EAST OF KILOMETER POST 20.6, 12.7 M NORTH DE5475'OF THE CENTER OF THE WESTBOUND HIGHWAY, 1.0 M ABOVE THE LEVEL OF THE DE5475'HIGHWAY, AND 0.7 M EAST OF A WITNESS POST. DE5475'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5493 *********************************************************************** DE5493 DESIGNATION - P 1003 DE5493 PID - DE5493 DE5493 COUNTRY - PUERTO RICO DE5493 USGS QUAD - DE5493 DE5493 *CURRENT SURVEY CONTROL DE5493 ___________________________________________________________________ DE5493* NAD 83(1986)- 18 28 30. (N) 066 32 02. (W) SCALED DE5493* PRVD02 - 1.004 (meters) 3.29 (feet) ADJUSTED DE5493 ___________________________________________________________________ DE5493 GEOID HEIGHT- -46.08 (meters) GEOID99 DE5493 DE5493 VERT ORDER - FIRST CLASS II DE5493 DE5493.The horizontal coordinates were scaled from a topographic map and have DE5493.an estimated accuracy of +/- 6 seconds. DE5493 DE5493.The orthometric height was determined by differential leveling DE5493.and adjusted by the National Geodetic Survey in April 2003. DE5493.No vertical observational check was made to the station. DE5493 DE5493.The geoid height was determined by GEOID99. DE5493 DE5493; North East Units Estimated Accuracy DE5493;SPC PRVI - 271,020. 189,380. MT (+/- 180 meters Scaled) DE5493 DE5493 SUPERSEDED SURVEY CONTROL DE5493 DE5493.No superseded survey control is available for this station. DE5493 DE5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA604445(NAD 83) DE5493_MARKER: F = FLANGE-ENCASED ROD DE5493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5493_STAMPING: P 1003 2002 DE5493_MARK LOGO: NGS DE5493_PROJECTION: FLUSH DE5493_MAGNETIC: I = MARKER IS A STEEL ROD DE5493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5493+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5493_ROD/PIPE-DEPTH: 23.2 meters DE5493_SLEEVE-DEPTH : 0.9 meters DE5493 DE5493 HISTORY - Date Condition Report By DE5493 HISTORY - 2002 MONUMENTED NGS DE5493 DE5493 STATION DESCRIPTION DE5493 DE5493'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5493'2.7 KM (1.7 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION OF DE5493'STATE HIGHWAY 140 IN BARCELONETA, 5.0 M WEST OF THE HIGHWAY CENTER, DE5493'3.4 M SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD AND GATE, 1.3 M DE5493'EAST OF A FENCE, 0.5 M SOUTH OF A WITNESS POST AND FENCE CORNER, AND DE5493'0.3 M BELOW THE LEVEL OF THE HIGHWAY. DE5493'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5493'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5493'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5512 *********************************************************************** DE5512 DESIGNATION - P 1004 DE5512 PID - DE5512 DE5512 COUNTRY - PUERTO RICO DE5512 USGS QUAD - DE5512 DE5512 *CURRENT SURVEY CONTROL DE5512 ___________________________________________________________________ DE5512* NAD 83(1986)- 18 29 20. (N) 066 46 55. (W) SCALED DE5512* PRVD02 - 12.156 (meters) 39.88 (feet) ADJUSTED DE5512 ___________________________________________________________________ DE5512 GEOID HEIGHT- -46.77 (meters) GEOID99 DE5512 DE5512 VERT ORDER - FIRST CLASS II DE5512 DE5512.The horizontal coordinates were scaled from a topographic map and have DE5512.an estimated accuracy of +/- 6 seconds. DE5512 DE5512.The orthometric height was determined by differential leveling DE5512.and adjusted by the National Geodetic Survey in April 2003. DE5512.No vertical observational check was made to the station. DE5512 DE5512.The geoid height was determined by GEOID99. DE5512 DE5512; North East Units Estimated Accuracy DE5512;SPC PRVI - 272,590. 163,180. MT (+/- 180 meters Scaled) DE5512 DE5512 SUPERSEDED SURVEY CONTROL DE5512 DE5512.No superseded survey control is available for this station. DE5512 DE5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA342457(NAD 83) DE5512_MARKER: F = FLANGE-ENCASED ROD DE5512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5512_STAMPING: P 1004 2002 DE5512_MARK LOGO: NGS DE5512_PROJECTION: FLUSH DE5512_MAGNETIC: I = MARKER IS A STEEL ROD DE5512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5512+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5512_ROD/PIPE-DEPTH: 6.4 meters DE5512_SLEEVE-DEPTH : 0.9 meters DE5512 DE5512 HISTORY - Date Condition Report By DE5512 HISTORY - 2002 MONUMENTED NGS DE5512 DE5512 STATION DESCRIPTION DE5512 DE5512'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5512'9.1 KM (5.65 MI) WESTERLY ALONG STATE HIGHWAY 22 AND AN EXIT RAMP DE5512'LEADING TO STATE DE5512'HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 10 IN ARECIBO, NEAR THE DE5512'WEST END OF AN DE5512'ISLAND FORMED BY THE RAMP AND WESTBOUND STATE HIGHWAY 2, 55.2 M EAST DE5512'OF A 2ND METAL DE5512'LIGHT POLE FROM THE WEST END OF THE ISLAND, 45.2 M EAST OF A UTILITY DE5512'BRACE POLE, 24.0 M DE5512'WEST OF A WITNESS POST AND A UTILITY POLE, 18.2 M SOUTH OF THE CENTER DE5512'OF THE RAMP, 16.5 M DE5512'NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 10.0 M SOUTH OF A DE5512'WITNESS POST AND DE5512'A METAL LIGHT POLE, AND 0.4 M BELOW THE LEVEL OF THE RAMP. DE5512'NOTE--ACCESS TO THE DATUM DE5512'POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET DE5512'THE SPECIFICATIONS OF DE5512'A CLASS A MARK. THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' DE5512' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5534 *********************************************************************** DE5534 DESIGNATION - P 1005 DE5534 PID - DE5534 DE5534 COUNTRY - PUERTO RICO DE5534 USGS QUAD - DE5534 DE5534 *CURRENT SURVEY CONTROL DE5534 ___________________________________________________________________ DE5534* NAD 83(1986)- 18 28 28. (N) 067 01 06. (W) SCALED DE5534* PRVD02 - 112.120 (meters) 367.85 (feet) ADJUSTED DE5534 ___________________________________________________________________ DE5534 GEOID HEIGHT- -46.36 (meters) GEOID99 DE5534 DE5534 VERT ORDER - FIRST CLASS II DE5534 DE5534.The horizontal coordinates were scaled from a topographic map and have DE5534.an estimated accuracy of +/- 6 seconds. DE5534 DE5534.The orthometric height was determined by differential leveling DE5534.and adjusted by the National Geodetic Survey in April 2003. DE5534.No vertical observational check was made to the station. DE5534 DE5534.The geoid height was determined by GEOID99. DE5534 DE5534; North East Units Estimated Accuracy DE5534;SPC PRVI - 271,060. 138,210. MT (+/- 180 meters Scaled) DE5534 DE5534 SUPERSEDED SURVEY CONTROL DE5534 DE5534.No superseded survey control is available for this station. DE5534 DE5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA092438(NAD 83) DE5534_MARKER: DV = VERTICAL CONTROL DISK DE5534_SETTING: 66 = SET IN ROCK OUTCROP DE5534_STAMPING: P 1005 2002 DE5534_MARK LOGO: NGS DE5534_MAGNETIC: N = NO MAGNETIC MATERIAL DE5534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5534+STABILITY: POSITION/ELEVATION WELL DE5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5534+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5534 DE5534 HISTORY - Date Condition Report By DE5534 HISTORY - 2002 MONUMENTED NGS DE5534 DE5534 STATION DESCRIPTION DE5534 DE5534'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5534'10.3 KM (6.4 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5534'STATE HIGHWAY 485 IN DE5534'QUEBRADILLAS, IN TOP OF A ROCK LEDGE NEAR THE EAST END OF A HIGHWAY DE5534'CUT, 60.0 M WEST OF DE5534'KILOMETER POST 111.1, 46.7 M EAST OF THE EAST END OF A RETAINING WALL, DE5534'14.0 M WEST OF THE DE5534'CENTER OF A DRIVEWAY, 11.0 M WEST OF THE EAST END OF THE CUT, 9.5 M DE5534'SOUTH OF THE DE5534'CENTERLINE OF THE EASTBOUND HIGHWAY, 1.0 M ABOVE THE LEVEL OF THE DE5534'HIGHWAY, AND 0.3 M DE5534'EAST OF A WITNESS POST. NOTE--THE MARK IS ON THE HIGHWAY DE5534'RIGHT-OF-WAY. DE5534' DE5534' DE5534' DE5534' DE5534' DE5534' DE5534' DE5534' DE5534' DE5534' DE5534' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5491 *********************************************************************** DE5491 DESIGNATION - PR 156 DE5491 PID - DE5491 DE5491 COUNTRY - PUERTO RICO DE5491 USGS QUAD - DE5491 DE5491 *CURRENT SURVEY CONTROL DE5491 ___________________________________________________________________ DE5491* NAD 83(1986)- 18 27 29. (N) 066 32 17. (W) SCALED DE5491* PRVD02 - 3.706 (meters) 12.16 (feet) ADJUSTED DE5491 ___________________________________________________________________ DE5491 GEOID HEIGHT- -45.66 (meters) GEOID99 DE5491 DE5491 VERT ORDER - FIRST CLASS II DE5491 DE5491.The horizontal coordinates were scaled from a topographic map and have DE5491.an estimated accuracy of +/- 6 seconds. DE5491 DE5491.The orthometric height was determined by differential leveling DE5491.and adjusted by the National Geodetic Survey in April 2003. DE5491.No vertical observational check was made to the station. DE5491 DE5491.The geoid height was determined by GEOID99. DE5491 DE5491; North East Units Estimated Accuracy DE5491;SPC PRVI - 269,150. 188,940. MT (+/- 180 meters Scaled) DE5491 DE5491 SUPERSEDED SURVEY CONTROL DE5491 DE5491.No superseded survey control is available for this station. DE5491 DE5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA600426(NAD 83) DE5491_MARKER: DD = SURVEY DISK DE5491_SETTING: 31 = RETAINING WALL DE5491_STAMPING: PR 156 95 JAX DIST FLA. DE5491_MARK LOGO: USE DE5491_MAGNETIC: N = NO MAGNETIC MATERIAL DE5491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5491+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 DE5491 DE5491 HISTORY - Date Condition Report By DE5491 HISTORY - UNK MONUMENTED USE DE5491 HISTORY - 20020602 GOOD NGS DE5491 DE5491 STATION DESCRIPTION DE5491 DE5491'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5491'0.6 KM (0.4 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION OF DE5491'STATE HIGHWAY 140 IN BARCELONETA, IN TOP OF A RETAINING WALL ALONG A DE5491'SIDEWALK, 35.7 M EAST OF CENTER OF THE HIGHWAY AND ACROSS FROM A SMALL DE5491'PARK, 19.0 M NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 5.5 M DE5491'EAST OF THE CENTER OF A STREET, 1.5 M WEST OF A STEEL RAIL ON THE DE5491'RETAINING WALL, AND 0.2 M ABOVE THE LEVEL OF THE STREET. DE5491'NOTE--THE MARK IS ON THE STREET RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5593 *********************************************************************** DE5593 DESIGNATION - PR MP 3 DE5593 PID - DE5593 DE5593 COUNTRY - PUERTO RICO DE5593 USGS QUAD - DE5593 DE5593 *CURRENT SURVEY CONTROL DE5593 ___________________________________________________________________ DE5593* NAD 83(1986)- 18 26 18. (N) 066 04 15. (W) SCALED DE5593* PRVD02 - 6.535 (meters) 21.44 (feet) ADJUSTED DE5593 ___________________________________________________________________ DE5593 GEOID HEIGHT- -44.81 (meters) GEOID99 DE5593 DE5593 VERT ORDER - FIRST CLASS II DE5593 DE5593.The horizontal coordinates were scaled from a topographic map and have DE5593.an estimated accuracy of +/- 6 seconds. DE5593 DE5593.The orthometric height was determined by differential leveling DE5593.and adjusted by the National Geodetic Survey in April 2003. DE5593.No vertical observational check was made to the station. DE5593 DE5593.The geoid height was determined by GEOID99. DE5593 DE5593; North East Units Estimated Accuracy DE5593;SPC PRVI - 267,000. 238,300. MT (+/- 180 meters Scaled) DE5593 DE5593 SUPERSEDED SURVEY CONTROL DE5593 DE5593.No superseded survey control is available for this station. DE5593 DE5593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA094411(NAD 83) DE5593_MARKER: DD = SURVEY DISK DE5593_SETTING: 31 = MEDIAN DE5593_STAMPING: MP 3 1983 JAX FLA DE5593_MARK LOGO: USE DE5593_MAGNETIC: N = NO MAGNETIC MATERIAL DE5593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5593+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002 DE5593 DE5593 HISTORY - Date Condition Report By DE5593 HISTORY - 1983 MONUMENTED USE DE5593 HISTORY - 20020129 GOOD NGS DE5593 DE5593 STATION DESCRIPTION DE5593 DE5593'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5593'0.2 KM (0.1 MI) SOUTHERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5593'STATE HIGHWAY 1 IN DE5593'SAN JUAN, IN TOP OF A CONCRETE MEDIAN BETWEEN THE NORTHBOUND HIGHWAY DE5593'AND AN OFF-RAMP DE5593'(EXIT 1 B), 14.8 M NORTH OF THE SOUTH END OF THE MEDIAN, 4.8 M EAST OF DE5593'THE EAST EDGE OF THE DE5593'NORTHBOUND HIGHWAY, 1.8 M NORTHWEST OF THE SOUTHEAST EDGE OF THE DE5593'MEDIAN, 1.4 M DE5593'SOUTHEAST OF THE MOST EASTERLY LEG OF A SIGN (SALIDA 1 B), AND 0.3 M DE5593'BELOW THE LEVEL OF DE5593'THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5593' DE5593' DE5593' DE5593' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5571 *********************************************************************** DE5571 DESIGNATION - Q 1002 DE5571 PID - DE5571 DE5571 COUNTRY - PUERTO RICO DE5571 USGS QUAD - DE5571 DE5571 *CURRENT SURVEY CONTROL DE5571 ___________________________________________________________________ DE5571* NAD 83(1986)- 18 25 14. (N) 066 15 00. (W) SCALED DE5571* PRVD02 - 14.518 (meters) 47.63 (feet) ADJUSTED DE5571 ___________________________________________________________________ DE5571 GEOID HEIGHT- -44.47 (meters) GEOID99 DE5571 DE5571 VERT ORDER - FIRST CLASS II DE5571 DE5571.The horizontal coordinates were scaled from a topographic map and have DE5571.an estimated accuracy of +/- 6 seconds. DE5571 DE5571.The orthometric height was determined by differential leveling DE5571.and adjusted by the National Geodetic Survey in April 2003. DE5571.No vertical observational check was made to the station. DE5571 DE5571.The geoid height was determined by GEOID99. DE5571 DE5571; North East Units Estimated Accuracy DE5571;SPC PRVI - 265,010. 219,370. MT (+/- 180 meters Scaled) DE5571 DE5571 SUPERSEDED SURVEY CONTROL DE5571 DE5571.No superseded survey control is available for this station. DE5571 DE5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA905389(NAD 83) DE5571_MARKER: DV = VERTICAL CONTROL DISK DE5571_SETTING: 38 = OVERPASS ABUTMENT DE5571_STAMPING: Q 1002 2002 DE5571_MARK LOGO: NGS DE5571_MAGNETIC: N = NO MAGNETIC MATERIAL DE5571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5571+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5571 DE5571 HISTORY - Date Condition Report By DE5571 HISTORY - 2002 MONUMENTED NGS DE5571 DE5571 STATION DESCRIPTION DE5571 DE5571'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5571'16.7 KM (10.4 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5571'STATE HIGHWAY 2 IN DE5571'SAN JUAN, IN TOP OF AND 1.0 M SOUTH OF THE NORTH END OF THE EAST DE5571'CONCRETE ABUTMENT OF DE5571'THE HIGHWAY OVERPASS OF STATE HIGHWAY 165, 11.7 M NORTH OF AND LEVEL DE5571'WITH THE CENTER DE5571'OF THE WESTBOUND HIGHWAY, AND 0.2 M EAST OF THE EAST END OF THE DE5571'BRIDGE DECK. NOTE--THE DE5571'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5571' DE5571' DE5571' DE5571' DE5571' DE5571' DE5571' DE5571' DE5571' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5585 *********************************************************************** DE5585 DESIGNATION - Q 1003 DE5585 PID - DE5585 DE5585 COUNTRY - PUERTO RICO DE5585 USGS QUAD - DE5585 DE5585 *CURRENT SURVEY CONTROL DE5585 ___________________________________________________________________ DE5585* NAD 83(1986)- 18 28 52. (N) 066 32 16. (W) SCALED DE5585* PRVD02 - 2.315 (meters) 7.60 (feet) ADJUSTED DE5585 ___________________________________________________________________ DE5585 GEOID HEIGHT- -46.24 (meters) GEOID99 DE5585 DE5585 VERT ORDER - FIRST CLASS II DE5585 DE5585.The horizontal coordinates were scaled from a topographic map and have DE5585.an estimated accuracy of +/- 6 seconds. DE5585 DE5585.The orthometric height was determined by differential leveling DE5585.and adjusted by the National Geodetic Survey in April 2003. DE5585.No vertical observational check was made to the station. DE5585 DE5585.The geoid height was determined by GEOID99. DE5585 DE5585; North East Units Estimated Accuracy DE5585;SPC PRVI - 271,700. 188,970. MT (+/- 180 meters Scaled) DE5585 DE5585 SUPERSEDED SURVEY CONTROL DE5585 DE5585.No superseded survey control is available for this station. DE5585 DE5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA600451(NAD 83) DE5585_MARKER: DV = VERTICAL CONTROL DISK DE5585_SETTING: 38 = BRIDGE ABUTMENT DE5585_STAMPING: Q 1003 2002 DE5585_MARK LOGO: NGS DE5585_MAGNETIC: N = NO MAGNETIC MATERIAL DE5585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5585+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5585 DE5585 HISTORY - Date Condition Report By DE5585 HISTORY - 2002 MONUMENTED NGS DE5585 DE5585 STATION DESCRIPTION DE5585 DE5585'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5585'3.5 KM (2.2 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION OF DE5585'STATE HIGHWAY 140 DE5585'IN BARCELONETA, IN TOP OF AND 0.5 M SOUTHWEST OF THE NORTHEAST END OF DE5585'THE NORTHWEST DE5585'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING A CREEK, 5.8 M DE5585'SOUTHEAST OF THE DE5585'CENTER OF A PAVED ROAD, 3.1 M NORTHEAST OF THE CENTER OF THE HIGHWAY, DE5585'AND 0.3 M ABOVE DE5585'THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY DE5585'RIGHT-OF-WAY. DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' DE5585' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5508 *********************************************************************** DE5508 DESIGNATION - Q 1004 DE5508 PID - DE5508 DE5508 COUNTRY - PUERTO RICO DE5508 USGS QUAD - DE5508 DE5508 *CURRENT SURVEY CONTROL DE5508 ___________________________________________________________________ DE5508* NAD 83(1986)- 18 25 51. (N) 066 20 05. (W) SCALED DE5508* PRVD02 - 58.617 (meters) 192.31 (feet) ADJUSTED DE5508 ___________________________________________________________________ DE5508 GEOID HEIGHT- -44.68 (meters) GEOID99 DE5508 DE5508 VERT ORDER - FIRST CLASS II DE5508 DE5508.The horizontal coordinates were scaled from a topographic map and have DE5508.an estimated accuracy of +/- 6 seconds. DE5508 DE5508.The orthometric height was determined by differential leveling DE5508.and adjusted by the National Geodetic Survey in April 2003. DE5508.No vertical observational check was made to the station. DE5508 DE5508.The geoid height was determined by GEOID99. DE5508 DE5508; North East Units Estimated Accuracy DE5508;SPC PRVI - 266,140. 210,420. MT (+/- 180 meters Scaled) DE5508 DE5508 SUPERSEDED SURVEY CONTROL DE5508 DE5508.No superseded survey control is available for this station. DE5508 DE5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA815399(NAD 83) DE5508_MARKER: DV = VERTICAL CONTROL DISK DE5508_SETTING: 66 = SET IN ROCK OUTCROP DE5508_STAMPING: Q 1004 2002 DE5508_MARK LOGO: NGS DE5508_MAGNETIC: N = NO MAGNETIC MATERIAL DE5508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5508+STABILITY: POSITION/ELEVATION WELL DE5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5508+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5508 DE5508 HISTORY - Date Condition Report By DE5508 HISTORY - 2002 MONUMENTED NGS DE5508 DE5508 STATION DESCRIPTION DE5508 DE5508'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5508'23.7 KM (14.7 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5508'STATE HIGHWAY 140 IN BARCELONETA, IN TOP OF A 4 BY 6-FOOT EXPOSED ROCK DE5508'OUTCROP IN A HIGHWAY CUT, 38.0 M WEST OF KILOMETER POST 31.5, 23.3 M DE5508'SOUTHEAST OF THE NORTHWEST END OF THE CUT, 18.2 M SOUTHWEST OF THE DE5508'CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 5.9 M NORTHWEST OF A DE5508'CONCRETE RIGHT-OF-WAY POST, 2.0 M ABOVE THE LEVEL OF THE HIGHWAY, 0.8 DE5508'M SOUTH OF A WITNESS POST, AND 0.6 M WEST OF A WITNESS POST. DE5508'NOTE--THIS MARK WAS SET AS A REPLACEMENT FOR GPS STATION MONTEREY DE5508'WHICH WILL BE DESTROYED BY HIGHWAY CONSTRUCTION. THE MARK IS ON THE DE5508'HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5535 *********************************************************************** DE5535 DESIGNATION - Q 1005 DE5535 PID - DE5535 DE5535 COUNTRY - PUERTO RICO DE5535 USGS QUAD - DE5535 DE5535 *CURRENT SURVEY CONTROL DE5535 ___________________________________________________________________ DE5535* NAD 83(1986)- 18 28 13. (N) 067 01 54. (W) SCALED DE5535* PRVD02 - 127.390 (meters) 417.95 (feet) ADJUSTED DE5535 ___________________________________________________________________ DE5535 GEOID HEIGHT- -46.28 (meters) GEOID99 DE5535 DE5535 VERT ORDER - FIRST CLASS II DE5535 DE5535.The horizontal coordinates were scaled from a topographic map and have DE5535.an estimated accuracy of +/- 6 seconds. DE5535 DE5535.The orthometric height was determined by differential leveling DE5535.and adjusted by the National Geodetic Survey in April 2003. DE5535.No vertical observational check was made to the station. DE5535 DE5535.The geoid height was determined by GEOID99. DE5535 DE5535; North East Units Estimated Accuracy DE5535;SPC PRVI - 270,600. 136,800. MT (+/- 180 meters Scaled) DE5535 DE5535 SUPERSEDED SURVEY CONTROL DE5535 DE5535.No superseded survey control is available for this station. DE5535 DE5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA078433(NAD 83) DE5535_MARKER: DV = VERTICAL CONTROL DISK DE5535_SETTING: 66 = SET IN ROCK OUTCROP DE5535_STAMPING: Q 1005 2002 DE5535_MARK LOGO: NGS DE5535_MAGNETIC: N = NO MAGNETIC MATERIAL DE5535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5535+STABILITY: POSITION/ELEVATION WELL DE5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5535+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5535 DE5535 HISTORY - Date Condition Report By DE5535 HISTORY - 2002 MONUMENTED NGS DE5535 DE5535 STATION DESCRIPTION DE5535 DE5535'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5535'13.0 KM (8.1 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5535'STATE HIGHWAY 107 IN DE5535'AGUADILLA, 0.2 KM (0.1 MI) EAST OF STATE HIGHWAY 112 NORTH, NEAR THE DE5535'WEST END OF A 3 BY DE5535'20-FOOT AREA OF EXPOSED BEDROCK IN A HIGHWAY CUT, 23.4 M WEST OF DE5535'KILOMETER POST 112.6, DE5535'10.9 M WEST OF THE CENTER OF A MANHOLE COVER, 17.5 M WEST OF THE DE5535'EXTENDED CENTER OF A DE5535'STREET, 11.0 M SOUTH OF THE CENTERLINE OF THE EASTBOUND HIGHWAY, 8.1 M DE5535'NORTH OF THE DE5535'CENTER OF A STREET, 2.0 M EAST OF THE WEST END OF THE BEDROCK, 1.6 M DE5535'ABOVE THE LEVEL OF DE5535'THE HIGHWAY, AND 0.9 M WEST OF A WITNESS POST. NOTE--THE MARK IS ON DE5535'THE HIGHWAY DE5535'RIGHT-OF-WAY. DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' DE5535' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AB9830 *********************************************************************** AB9830 DESIGNATION - QUEBRAS 2 AB9830 PID - AB9830 AB9830 COUNTRY - PUERTO RICO AB9830 USGS QUAD - AB9830 AB9830 *CURRENT SURVEY CONTROL AB9830 ___________________________________________________________________ AB9830* NAD 83(1997)- 18 27 54.78953(N) 066 55 41.95800(W) ADJUSTED AB9830* PRVD02 - 125.714 (meters) 412.45 (feet) ADJUSTED AB9830 ___________________________________________________________________ AB9830 X - 2,371,623.548 (meters) COMP AB9830 Y - -5,567,818.367 (meters) COMP AB9830 Z - 2,007,316.982 (meters) COMP AB9830 LAPLACE CORR- -0.19 (seconds) DEFLEC99 AB9830 ELLIP HEIGHT- 81.90 (meters) (05/12/97) GPS OBS AB9830 GEOID HEIGHT- -46.14 (meters) GEOID99 AB9830 AB9830 HORZ ORDER - B AB9830 VERT ORDER - FIRST CLASS II AB9830 ELLP ORDER - FOURTH CLASS II AB9830 AB9830.The horizontal coordinates were established by GPS observations AB9830.and adjusted by the National Geodetic Survey in May 1997. AB9830 AB9830.The orthometric height was determined by differential leveling AB9830.and adjusted by the National Geodetic Survey in April 2003. AB9830.No vertical observational check was made to the station. AB9830 AB9830.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9830 AB9830.The Laplace correction was computed from DEFLEC99 derived deflections. AB9830 AB9830.The ellipsoidal height was determined by GPS observations AB9830.and is referenced to NAD 83. AB9830 AB9830.The geoid height was determined by GEOID99. AB9830 AB9830; North East Units Scale Converg. AB9830;SPC PRVI - 270,009.138 147,717.405 MT 1.00000209 -0 09 17.6 AB9830;UTM 19 - 2,042,909.922 718,769.379 MT 1.00019171 +0 39 23.1 AB9830 AB9830 SUPERSEDED SURVEY CONTROL AB9830 AB9830 NAD 83(1993)- 18 27 54.78701(N) 066 55 41.96731(W) AD( ) B AB9830 ELLIP HT - 81.97 (m) (01/15/97) GP( ) 5 2 AB9830 AB9830.Superseded values are not recommended for survey control. AB9830.NGS no longer adjusts projects to the PR datum. AB9830.See file dsdata.txt to determine how the superseded data were derived. AB9830 AB9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA1876942910(NAD 83) AB9830_MARKER: DD = SURVEY DISK AB9830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB9830_STAMPING: PUERTO RICO GPS CONTROL C.R.I.M. QUEBRAS 2 AB9830_MARK LOGO: CRIM AB9830_PROJECTION: RECESSED 10 CENTIMETERS AB9830_MAGNETIC: I = MARKER IS A STEEL ROD AB9830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9830+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002 AB9830_ROD/PIPE-DEPTH: 6.0 meters AB9830 AB9830 HISTORY - Date Condition Report By AB9830 HISTORY - 1995 MONUMENTED ANDREG AB9830 HISTORY - 20020215 GOOD NGS AB9830 AB9830 STATION DESCRIPTION AB9830 AB9830'DESCRIBED BY ANDREGG INCORPORATED 1995 (DJR) AB9830'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS PR 2 AND PR 481 AND AB9830'PR 484 EAST OF THE TOWN OF QUEBRASDILLAS, GO WEST ON HIGHWAY PR 2 FOR AB9830'0.7 MILES (1.1 KM) TO THE STATION ON THE RIGHT THE STATION IS LOCATED AB9830'ON THE NORTH SIDE OF HIGHWAY PR 2. THE STATION IS 1.0 METERS (3.3 FT) AB9830'SOUTHWEST OF AN EAST-WEST RIGHT OF WAY FENCE, 60 METERS (196.8 FT) AB9830'WEST OF KILOMETER POST 99.8, 5.1 METERS (16.7 FT) NORTHEAST OF EDGE OF AB9830'PAVEMENT AND 50 METERS (164.0 FT) NORTHWEST OF A CONCRETE POWER POLE AB9830'THE STATION IS 1 METER (3.3 FT) SOUTHWEST OF A CARSONITE SURVEY MARKER AB9830'WITNESS POST THE STATION IS A 3-1/4 INCH BRASS CAP STAMPED CENTRO DE AB9830'RECAUDACION DE INGRESSOS MUNICIPALES, PUERTO RICO GPS CONTROL, AB9830'C.R.I.M., UNLAWFUL TO DISTURB, QUEBRAS 2, SET ATOP A 9/16 INCH AB9830'STAINLESS STEEL ROD DRIVEN TO REFUSAL AND COVERED FLUSH WITH THE AB9830'GROUND BY AN ALUMINUM COVER EPOXYED ONTO A 6 INCH SCHEDULE 40 PVC PIPE AB9830'SET INTO CONCRETE INSIDE AND OUT AB9830 AB9830 STATION RECOVERY (2002) AB9830 AB9830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AB9830'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF AB9830'STATE HIGHWAY 485 IN QUEBRADILLAS, 23.7 M NORTHWEST OF A UTILITY POLE, AB9830'12.1 M NORTHEAST OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 0.9 M AB9830'SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M BELOW THE LEVEL OF AB9830'THE HIGHWAY. AB9830'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE AB9830'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5600 *********************************************************************** DE5600 DESIGNATION - R 1002 DE5600 PID - DE5600 DE5600 COUNTRY - PUERTO RICO DE5600 USGS QUAD - DE5600 DE5600 *CURRENT SURVEY CONTROL DE5600 ___________________________________________________________________ DE5600* NAD 83(1986)- 18 25 18. (N) 066 15 58. (W) SCALED DE5600* PRVD02 - 16.275 (meters) 53.40 (feet) ADJUSTED DE5600 ___________________________________________________________________ DE5600 GEOID HEIGHT- -44.48 (meters) GEOID99 DE5600 DE5600 VERT ORDER - FIRST CLASS II DE5600 DE5600.The horizontal coordinates were scaled from a topographic map and have DE5600.an estimated accuracy of +/- 6 seconds. DE5600 DE5600.The orthometric height was determined by differential leveling DE5600.and adjusted by the National Geodetic Survey in April 2003. DE5600.No vertical observational check was made to the station. DE5600 DE5600.The geoid height was determined by GEOID99. DE5600 DE5600; North East Units Estimated Accuracy DE5600;SPC PRVI - 265,130. 217,670. MT (+/- 180 meters Scaled) DE5600 DE5600 SUPERSEDED SURVEY CONTROL DE5600 DE5600.No superseded survey control is available for this station. DE5600 DE5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA888390(NAD 83) DE5600_MARKER: DD = SURVEY DISK DE5600_SETTING: 38 = BRIDGE ABUTMENT DE5600_STAMPING: R 1002 DE5600_MARK LOGO: PRDT DE5600_MAGNETIC: N = NO MAGNETIC MATERIAL DE5600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5600+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5600 DE5600 HISTORY - Date Condition Report By DE5600 HISTORY - UNK MONUMENTED PRDT DE5600 HISTORY - 20020204 GOOD NGS DE5600 DE5600 STATION DESCRIPTION DE5600 DE5600'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5600'18.2 KM (11.3 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5600'STATE HIGHWAY 2 IN DE5600'SAN JUAN, IN TOP OF AND 1.2 M SOUTH OF THE NORTH END OF THE WEST DE5600'CONCRETE ABUTMENT OF DE5600'THE HIGHWAY BRIDGE SPANNING RIO DELE PIATA AND STATE HIGHWAY 693, 6.1 DE5600'M NORTH OF THE DE5600'HIGHWAY CENTERLINE, 4.8 M EAST OF KILOMETER POST 23.8, AND 2.0 M WEST DE5600'OF THE BRIDGE DECK. DE5600'NOTE--R 1002 WAS STAMPED IN DISK FOR THE 2002 SURVEY. DE5600'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5494 *********************************************************************** DE5494 DESIGNATION - R 1003 DE5494 PID - DE5494 DE5494 COUNTRY - PUERTO RICO DE5494 USGS QUAD - DE5494 DE5494 *CURRENT SURVEY CONTROL DE5494 ___________________________________________________________________ DE5494* NAD 83(1986)- 18 29 19. (N) 066 33 00. (W) SCALED DE5494* PRVD02 - 2.000 (meters) 6.56 (feet) ADJUSTED DE5494 ___________________________________________________________________ DE5494 GEOID HEIGHT- -46.46 (meters) GEOID99 DE5494 DE5494 VERT ORDER - FIRST CLASS II DE5494 DE5494.The horizontal coordinates were scaled from a topographic map and have DE5494.an estimated accuracy of +/- 6 seconds. DE5494 DE5494.The orthometric height was determined by differential leveling DE5494.and adjusted by the National Geodetic Survey in April 2003. DE5494.No vertical observational check was made to the station. DE5494 DE5494.The geoid height was determined by GEOID99. DE5494 DE5494; North East Units Estimated Accuracy DE5494;SPC PRVI - 272,530. 187,680. MT (+/- 180 meters Scaled) DE5494 DE5494 SUPERSEDED SURVEY CONTROL DE5494 DE5494.No superseded survey control is available for this station. DE5494 DE5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA587460(NAD 83) DE5494_MARKER: F = FLANGE-ENCASED ROD DE5494_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5494_STAMPING: R 1003 2002 DE5494_MARK LOGO: NGS DE5494_PROJECTION: FLUSH DE5494_MAGNETIC: I = MARKER IS A STEEL ROD DE5494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5494+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5494_ROD/PIPE-DEPTH: 5.1 meters DE5494_SLEEVE-DEPTH : 0.9 meters DE5494 DE5494 HISTORY - Date Condition Report By DE5494 HISTORY - 2002 MONUMENTED NGS DE5494 DE5494 STATION DESCRIPTION DE5494 DE5494'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5494'5.2 KM (3.25) MI NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION DE5494'OF STATE HIGHWAY 140 IN BARCELONETA, 18.1 M EAST OF A UTILITY POLE DE5494'WITH A GUY CABLE, 6.3 M SOUTH OF THE CENTER OF THE HIGHWAY, 3.7 M EAST DE5494'OF THE NORTH POST OF A GATE ACROSS A TRACK ROAD LEADING INTO A DE5494'PASTURE, 0.4 M NORTH OF A WITNESS POST AND FENCE, AND 0.3 M BELOW THE DE5494'LEVEL OF THE HIGHWAY. DE5494'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5494'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5494'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5513 *********************************************************************** DE5513 DESIGNATION - R 1004 DE5513 PID - DE5513 DE5513 COUNTRY - PUERTO RICO DE5513 USGS QUAD - DE5513 DE5513 *CURRENT SURVEY CONTROL DE5513 ___________________________________________________________________ DE5513* NAD 83(1986)- 18 29 24. (N) 066 47 22. (W) SCALED DE5513* PRVD02 - 8.542 (meters) 28.02 (feet) ADJUSTED DE5513 ___________________________________________________________________ DE5513 GEOID HEIGHT- -46.80 (meters) GEOID99 DE5513 DE5513 VERT ORDER - FIRST CLASS II DE5513 DE5513.The horizontal coordinates were scaled from a topographic map and have DE5513.an estimated accuracy of +/- 6 seconds. DE5513 DE5513.The orthometric height was determined by differential leveling DE5513.and adjusted by the National Geodetic Survey in April 2003. DE5513.No vertical observational check was made to the station. DE5513 DE5513.The geoid height was determined by GEOID99. DE5513 DE5513; North East Units Estimated Accuracy DE5513;SPC PRVI - 272,720. 162,390. MT (+/- 180 meters Scaled) DE5513 DE5513 SUPERSEDED SURVEY CONTROL DE5513 DE5513.No superseded survey control is available for this station. DE5513 DE5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA334458(NAD 83) DE5513_MARKER: F = FLANGE-ENCASED ROD DE5513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5513_STAMPING: R 1004 2002 DE5513_MARK LOGO: NGS DE5513_PROJECTION: FLUSH DE5513_MAGNETIC: I = MARKER IS A STEEL ROD DE5513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5513+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5513_ROD/PIPE-DEPTH: 6.2 meters DE5513_SLEEVE-DEPTH : 0.9 meters DE5513 DE5513 HISTORY - Date Condition Report By DE5513 HISTORY - 2002 MONUMENTED NGS DE5513 DE5513 STATION DESCRIPTION DE5513 DE5513'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5513'1.1 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5513'STATE HIGHWAY 22 IN DE5513'CARRIZALES, 33.3 M WEST OF A HIGHWAY INFORMATION SIGN (CARRIZALES), DE5513'13.9 M NORTH OF THE DE5513'CENTERLINE OF THE WESTBOUND HIGHWAY, 6.9 M EAST OF THE CENTER OF A DE5513'STREET, 3.1 M EAST OF DE5513'A CHAIN-LINK FENCE CORNER, 1.0 M BELOW THE LEVEL OF THE HIGHWAY, AND DE5513'0.7 M SOUTH OF A DE5513'WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A DE5513'5-INCH LOGO CAP. DE5513'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS OF A CLASS A MARK. DE5513'THE MARK IS ON THE DE5513'HIGHWAY RIGHT-OF-WAY. DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' DE5513' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5536 *********************************************************************** DE5536 DESIGNATION - R 1005 DE5536 PID - DE5536 DE5536 COUNTRY - PUERTO RICO DE5536 USGS QUAD - DE5536 DE5536 *CURRENT SURVEY CONTROL DE5536 ___________________________________________________________________ DE5536* NAD 83(1986)- 18 27 59. (N) 067 02 43. (W) SCALED DE5536* PRVD02 - 131.073 (meters) 430.03 (feet) ADJUSTED DE5536 ___________________________________________________________________ DE5536 GEOID HEIGHT- -46.22 (meters) GEOID99 DE5536 DE5536 VERT ORDER - FIRST CLASS II DE5536 DE5536.The horizontal coordinates were scaled from a topographic map and have DE5536.an estimated accuracy of +/- 6 seconds. DE5536 DE5536.The orthometric height was determined by differential leveling DE5536.and adjusted by the National Geodetic Survey in April 2003. DE5536.No vertical observational check was made to the station. DE5536 DE5536.The geoid height was determined by GEOID99. DE5536 DE5536; North East Units Estimated Accuracy DE5536;SPC PRVI - 270,180. 135,370. MT (+/- 180 meters Scaled) DE5536 DE5536 SUPERSEDED SURVEY CONTROL DE5536 DE5536.No superseded survey control is available for this station. DE5536 DE5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA064429(NAD 83) DE5536_MARKER: DV = VERTICAL CONTROL DISK DE5536_SETTING: 66 = SET IN ROCK OUTCROP DE5536_STAMPING: R 1005 2002 DE5536_MARK LOGO: NGS DE5536_MAGNETIC: N = NO MAGNETIC MATERIAL DE5536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5536+STABILITY: POSITION/ELEVATION WELL DE5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5536+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5536 DE5536 HISTORY - Date Condition Report By DE5536 HISTORY - 2002 MONUMENTED NGS DE5536 DE5536 STATION DESCRIPTION DE5536 DE5536'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5536'11.5 KM (7.15 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5536'STATE HIGHWAY 107 DE5536'IN AGUADILLA, NEAR THE CENTER OF A 1 BY 2-FOOT AREA OF EXPOSED DE5536'BEDROCK IN A HIGHWAY DE5536'DITCH, 21.4 M WEST OF KILOMETER POST 114.1, 11.8 M NORTH OF THE DE5536'CENTERLINE OF THE DE5536'WESTBOUND HIGHWAY, 0.7 M SOUTH OF A WITNESS POST AND FENCE, 0.5 M DE5536'BELOW THE LEVEL OF DE5536'THE HIGHWAY, AND THE MARK IS FLUSH WITH THE GROUND SURFACE. NOTE--THE DE5536'MARK IS ON THE DE5536'HIGHWAY RIGHT-OF-WAY. DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' DE5536' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5561 *********************************************************************** DE5561 DESIGNATION - RT 11 DE5561 PID - DE5561 DE5561 COUNTRY - PUERTO RICO DE5561 USGS QUAD - DE5561 DE5561 *CURRENT SURVEY CONTROL DE5561 ___________________________________________________________________ DE5561* NAD 83(1986)- 18 26 19. (N) 066 03 45. (W) SCALED DE5561* PRVD02 - 7.594 (meters) 24.91 (feet) ADJUSTED DE5561 ___________________________________________________________________ DE5561 GEOID HEIGHT- -44.82 (meters) GEOID99 DE5561 DE5561 VERT ORDER - FIRST CLASS II DE5561 DE5561.The horizontal coordinates were scaled from a topographic map and have DE5561.an estimated accuracy of +/- 6 seconds. DE5561 DE5561.The orthometric height was determined by differential leveling DE5561.and adjusted by the National Geodetic Survey in April 2003. DE5561.No vertical observational check was made to the station. DE5561 DE5561.The geoid height was determined by GEOID99. DE5561 DE5561; North East Units Estimated Accuracy DE5561;SPC PRVI - 267,030. 239,180. MT (+/- 180 meters Scaled) DE5561 DE5561 SUPERSEDED SURVEY CONTROL DE5561 DE5561.No superseded survey control is available for this station. DE5561 DE5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA103412(NAD 83) DE5561_MARKER: DD = SURVEY DISK DE5561_SETTING: 31 = PAVEMENT SHOULDER DE5561_STAMPING: TREN U RBANO STA RT 11 DE5561_MARK LOGO: NONE DE5561_MAGNETIC: N = NO MAGNETIC MATERIAL DE5561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5561+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002 DE5561 DE5561 HISTORY - Date Condition Report By DE5561 HISTORY - UNK MONUMENTED DE5561 HISTORY - 20020130 GOOD NGS DE5561 DE5561 STATION DESCRIPTION DE5561 DE5561'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5561'2.1 KM (1.3 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF DE5561'STATE HIGHWAY 2 IN DE5561'SAN JUAN, IN THE PAVEMENT ON THE RIGHT SHOULDER OF THE HIGHWAY IN DE5561'FRONT OF THE YOUNG DE5561'MENS CHRISTIAN ASSOCIATION PARKING LOT, 23.7 M SOUTH OF THE CENTER OF DE5561'THE SOUTH DE5561'ABUTMENT OF A HIGHWAY OVERPASS OF A STREET, 17.0 M SOUTH OF A UTILITY DE5561'LIGHT POLE, 7.6 M DE5561'WEST OF THE CENTER OF THE SOUTHBOUND HIGHWAY, 1.1 M EAST OF A DE5561'GUARDRAIL, AND THE DISK DE5561'IS FLUSH WITH THE LEVEL OF THE SHOULDER. NOTE--THE MARK IS ON THE DE5561'HIGHWAY RIGHT-OF-WAY. DE5561' DE5561' DE5561' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5477 *********************************************************************** DE5477 DESIGNATION - S 1002 DE5477 PID - DE5477 DE5477 COUNTRY - PUERTO RICO DE5477 USGS QUAD - DE5477 DE5477 *CURRENT SURVEY CONTROL DE5477 ___________________________________________________________________ DE5477* NAD 83(1986)- 18 25 39. (N) 066 16 37. (W) SCALED DE5477* PRVD02 - 12.507 (meters) 41.03 (feet) ADJUSTED DE5477 ___________________________________________________________________ DE5477 GEOID HEIGHT- -44.61 (meters) GEOID99 DE5477 DE5477 VERT ORDER - FIRST CLASS II DE5477 DE5477.The horizontal coordinates were scaled from a topographic map and have DE5477.an estimated accuracy of +/- 6 seconds. DE5477 DE5477.The orthometric height was determined by differential leveling DE5477.and adjusted by the National Geodetic Survey in April 2003. DE5477.No vertical observational check was made to the station. DE5477 DE5477.The geoid height was determined by GEOID99. DE5477 DE5477; North East Units Estimated Accuracy DE5477;SPC PRVI - 265,770. 216,520. MT (+/- 180 meters Scaled) DE5477 DE5477 SUPERSEDED SURVEY CONTROL DE5477 DE5477.No superseded survey control is available for this station. DE5477 DE5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA876396(NAD 83) DE5477_MARKER: F = FLANGE-ENCASED ROD DE5477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5477_STAMPING: S 1002 2002 DE5477_MARK LOGO: NGS DE5477_PROJECTION: FLUSH DE5477_MAGNETIC: I = MARKER IS A STEEL ROD DE5477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5477+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5477_ROD/PIPE-DEPTH: 8.5 meters DE5477_SLEEVE-DEPTH : 0.9 meters DE5477 DE5477 HISTORY - Date Condition Report By DE5477 HISTORY - 2002 MONUMENTED NGS DE5477 DE5477 STATION DESCRIPTION DE5477 DE5477'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5477'19.7 KM (12.25 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5477'OF STATE HIGHWAY 2 IN SAN JUAN, 40.0 M EAST OF KILOMETER POST 25.2, DE5477'12.2 NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 0.9 M EAST OF A DE5477'WITNESS POST AND THE EAST END OF A GUARD RAIL, AND 0.5 M BELOW THE DE5477'LEVEL OF THE HIGHWAY. DE5477'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5477'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5477'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5495 *********************************************************************** DE5495 DESIGNATION - S 1003 DE5495 PID - DE5495 DE5495 COUNTRY - PUERTO RICO DE5495 USGS QUAD - DE5495 DE5495 *CURRENT SURVEY CONTROL DE5495 ___________________________________________________________________ DE5495* NAD 83(1986)- 18 29 24. (N) 066 33 42. (W) SCALED DE5495* PRVD02 - 1.130 (meters) 3.71 (feet) ADJUSTED DE5495 ___________________________________________________________________ DE5495 GEOID HEIGHT- -46.52 (meters) GEOID99 DE5495 DE5495 VERT ORDER - FIRST CLASS II DE5495 DE5495.The horizontal coordinates were scaled from a topographic map and have DE5495.an estimated accuracy of +/- 6 seconds. DE5495 DE5495.The orthometric height was determined by differential leveling DE5495.and adjusted by the National Geodetic Survey in April 2003. DE5495.No vertical observational check was made to the station. DE5495 DE5495.The geoid height was determined by GEOID99. DE5495 DE5495; North East Units Estimated Accuracy DE5495;SPC PRVI - 272,690. 186,450. MT (+/- 180 meters Scaled) DE5495 DE5495 SUPERSEDED SURVEY CONTROL DE5495 DE5495.No superseded survey control is available for this station. DE5495 DE5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA574461(NAD 83) DE5495_MARKER: F = FLANGE-ENCASED ROD DE5495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5495_STAMPING: S 1003 2002 DE5495_MARK LOGO: NGS DE5495_PROJECTION: FLUSH DE5495_MAGNETIC: I = MARKER IS A STEEL ROD DE5495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5495+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5495_ROD/PIPE-DEPTH: 11.9 meters DE5495_SLEEVE-DEPTH : 0.9 meters DE5495 DE5495 HISTORY - Date Condition Report By DE5495 HISTORY - 2002 MONUMENTED NGS DE5495 DE5495 STATION DESCRIPTION DE5495 DE5495'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5495'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION DE5495'OF STATE HIGHWAY 140 IN BARCELONETA, THENCE 0.6 KM (0.4 MI) WESTERLY DE5495'ALONG STATE HIGHWAY 681, 19.5 M NORTHEAST OF THE NORTHEAST CORNER OF A DE5495'HIGHWAY BRIDGE SPANNING A CREEK, 13.5 M NORTH OF THE HIGHWAY CENTER, DE5495'7.4 M EAST OF THE CENTER OF A STREET, 3.0 M NORTH OF THE CENTER OF A DE5495'DRIVEWAY AND GATE, 0.4 M WEST OF A WITNESS POST AND FENCE, AND 0.3 M DE5495'BELOW THE LEVEL OF THE HIGHWAY. DE5495'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5495'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5495'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5514 *********************************************************************** DE5514 DESIGNATION - S 1004 DE5514 PID - DE5514 DE5514 COUNTRY - PUERTO RICO DE5514 USGS QUAD - DE5514 DE5514 *CURRENT SURVEY CONTROL DE5514 ___________________________________________________________________ DE5514* NAD 83(1986)- 18 29 22. (N) 066 48 03. (W) SCALED DE5514* PRVD02 - 8.251 (meters) 27.07 (feet) ADJUSTED DE5514 ___________________________________________________________________ DE5514 GEOID HEIGHT- -46.79 (meters) GEOID99 DE5514 DE5514 VERT ORDER - FIRST CLASS II DE5514 DE5514.The horizontal coordinates were scaled from a topographic map and have DE5514.an estimated accuracy of +/- 6 seconds. DE5514 DE5514.The orthometric height was determined by differential leveling DE5514.and adjusted by the National Geodetic Survey in April 2003. DE5514.No vertical observational check was made to the station. DE5514 DE5514.The geoid height was determined by GEOID99. DE5514 DE5514; North East Units Estimated Accuracy DE5514;SPC PRVI - 272,660. 161,190. MT (+/- 180 meters Scaled) DE5514 DE5514 SUPERSEDED SURVEY CONTROL DE5514 DE5514.No superseded survey control is available for this station. DE5514 DE5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA322457(NAD 83) DE5514_MARKER: F = FLANGE-ENCASED ROD DE5514_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5514_STAMPING: S 1004 2002 DE5514_MARK LOGO: NGS DE5514_PROJECTION: FLUSH DE5514_MAGNETIC: I = MARKER IS A STEEL ROD DE5514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5514+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5514_ROD/PIPE-DEPTH: 4.9 meters DE5514_SLEEVE-DEPTH : 0.9 meters DE5514 DE5514 HISTORY - Date Condition Report By DE5514 HISTORY - 2002 MONUMENTED NGS DE5514 DE5514 STATION DESCRIPTION DE5514 DE5514'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5514'2.4 KM (1.5 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5514'STATE HIGHWAY 22 IN DE5514'CARRIZALES, THENCE 0.1 MI SOUTHERLY ALONG A PAVED STREET, 37.0 M DE5514'SOUTH OF THE CENTER OF DE5514'THE MOST EASTERLY ENTRANCE AT A TEXACO STATION, 8.2 M SOUTH OF THE DE5514'CENTER OF AN ALLEY, DE5514'5.3 M WEST OF THE STREET CENTER, 1.9 M SOUTH OF A UTILITY POLE, 1.7 M DE5514'NORTH OF A WITNESS DE5514'POST AND A UTILITY POLE, AND 0.3 M ABOVE THE LEVEL OF THE STREET. DE5514'NOTE--ACCESS TO DE5514'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES DE5514'NOT MEET THE DE5514'SPECIFICATIONS OF A CLASS A MARK. THE MARK IS ON THE HIGHWAY DE5514'RIGHT-OF-WAY. DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' DE5514' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5537 *********************************************************************** DE5537 DESIGNATION - S 1005 DE5537 PID - DE5537 DE5537 COUNTRY - PUERTO RICO DE5537 USGS QUAD - DE5537 DE5537 *CURRENT SURVEY CONTROL DE5537 ___________________________________________________________________ DE5537* NAD 83(1986)- 18 27 45. (N) 067 03 33. (W) SCALED DE5537* PRVD02 - 141.408 (meters) 463.94 (feet) ADJUSTED DE5537 ___________________________________________________________________ DE5537 GEOID HEIGHT- -46.16 (meters) GEOID99 DE5537 DE5537 VERT ORDER - FIRST CLASS II DE5537 DE5537.The horizontal coordinates were scaled from a topographic map and have DE5537.an estimated accuracy of +/- 6 seconds. DE5537 DE5537.The orthometric height was determined by differential leveling DE5537.and adjusted by the National Geodetic Survey in April 2003. DE5537.No vertical observational check was made to the station. DE5537 DE5537.The geoid height was determined by GEOID99. DE5537 DE5537; North East Units Estimated Accuracy DE5537;SPC PRVI - 269,750. 133,900. MT (+/- 180 meters Scaled) DE5537 DE5537 SUPERSEDED SURVEY CONTROL DE5537 DE5537.No superseded survey control is available for this station. DE5537 DE5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA049424(NAD 83) DE5537_MARKER: DV = VERTICAL CONTROL DISK DE5537_SETTING: 66 = SET IN ROCK OUTCROP DE5537_STAMPING: S 1005 2002 DE5537_MARK LOGO: NGS DE5537_MAGNETIC: N = NO MAGNETIC MATERIAL DE5537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5537+STABILITY: POSITION/ELEVATION WELL DE5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5537+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5537 DE5537 HISTORY - Date Condition Report By DE5537 HISTORY - 2002 MONUMENTED NGS DE5537 DE5537 STATION DESCRIPTION DE5537 DE5537'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5537'10.0 KM (6.2 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5537'STATE HIGHWAY 107 DE5537'IN AGUADILLA, NEAR THE BOTTOM OF A 3 BY 6-FOOT AREA OF EXPOSED BEDROCK DE5537'IN A HIGHWAY CUT, DE5537'24.6 M WEST OF KILOMETER POST 115.4, 24.4 M EAST OF THE CENTER OF A DE5537'DRIVEWAY, 13.9 M EAST OF DE5537'THE WEST END OF THE HIGHWAY CUT, 9.3 M SOUTH OF THE CENTERLINE OF THE DE5537'EASTBOUND DE5537'HIGHWAY, 1.0 M NORTHEAST OF A WITNESS POST, AND 0.2 M ABOVE THE LEVEL DE5537'OF THE HIGHWAY. DE5537'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' DE5537' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1527 *********************************************************************** TV1527 PACS - This is a Primary Airport Control Station. TV1527 DESIGNATION - SAN JUAN SIG APT ARP TV1527 PID - TV1527 TV1527 COUNTRY - PUERTO RICO TV1527 USGS QUAD - TV1527 TV1527 *CURRENT SURVEY CONTROL TV1527 ___________________________________________________________________ TV1527* NAD 83(1997)- 18 27 26.31943(N) 066 05 53.60119(W) ADJUSTED TV1527* PRVD02 - 2.317 (meters) 7.60 (feet) ADJUSTED TV1527 ___________________________________________________________________ TV1527 X - 2,452,103.445 (meters) COMP TV1527 Y - -5,533,022.523 (meters) COMP TV1527 Z - 2,006,447.927 (meters) COMP TV1527 LAPLACE CORR- 0.12 (seconds) DEFLEC99 TV1527 ELLIP HEIGHT- -40.49 (meters) (05/12/97) GPS OBS TV1527 GEOID HEIGHT- -45.22 (meters) GEOID99 TV1527 TV1527 HORZ ORDER - B TV1527 VERT ORDER - FIRST CLASS II TV1527 ELLP ORDER - FOURTH CLASS II TV1527 TV1527.This mark is at San Juan (DOMINICCI) Airport (SIG) TV1527 TV1527.The horizontal coordinates were established by GPS observations TV1527.and adjusted by the National Geodetic Survey in May 1997. TV1527 TV1527.The orthometric height was determined by differential leveling TV1527.and adjusted by the National Geodetic Survey in April 2003. TV1527.No vertical observational check was made to the station. TV1527 TV1527.Photographs are available for this station. TV1527 TV1527.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1527 TV1527.The Laplace correction was computed from DEFLEC99 derived deflections. TV1527 TV1527.The ellipsoidal height was determined by GPS observations TV1527.and is referenced to NAD 83. TV1527 TV1527.The geoid height was determined by GEOID99. TV1527 TV1527; North East Units Scale Converg. TV1527;SPC PRVI - 269,095.520 235,397.330 MT 1.00000154 +0 06 17.5 TV1527;UTM 19 - 2,043,240.547 806,493.677 MT 1.00076150 +0 55 09.9 TV1527 TV1527: Primary Azimuth Mark Grid Az TV1527:SPC PRVI - SAN JUAN SIG GPS STA 254 14 47.1 TV1527:UTM 19 - SAN JUAN SIG GPS STA 253 25 54.7 TV1527 TV1527|---------------------------------------------------------------------| TV1527| PID Reference Object Distance Geod. Az | TV1527| dddmmss.s | TV1527| TV1529 SAN JUAN SIG GPS STA APPROX. 0.8 KM 2542104.6 | TV1527|---------------------------------------------------------------------| TV1527 TV1527 SUPERSEDED SURVEY CONTROL TV1527 TV1527 NAD 83(1993)- 18 27 26.31689(N) 066 05 53.61085(W) AD( ) B TV1527 ELLIP HT - -40.41 (m) (01/13/94) GP( ) 4 1 TV1527 TV1527.Superseded values are not recommended for survey control. TV1527.NGS no longer adjusts projects to the PR datum. TV1527.See file dsdata.txt to determine how the superseded data were derived. TV1527 TV1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA0649443241(NAD 83) TV1527_MARKER: DT = TOPOGRAPHIC STATION DISK TV1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TV1527_STAMPING: ARP 1966 TV1527_MARK LOGO: CGS TV1527_MAGNETIC: N = NO MAGNETIC MATERIAL TV1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TV1527+STABILITY: SURFACE MOTION TV1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1527+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002 TV1527 TV1527 HISTORY - Date Condition Report By TV1527 HISTORY - 1966 MONUMENTED CGS TV1527 HISTORY - 19930507 GOOD NGS TV1527 HISTORY - 19960402 GOOD NGS TV1527 HISTORY - 20000126 GOOD NGS TV1527 HISTORY - 20020129 GOOD NGS TV1527 TV1527 STATION DESCRIPTION TV1527 TV1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 TV1527'THE STATION IS LOCATED ON THE FERNANDO LUIS RIBAS DOMINICCI AIRPORT AT TV1527'ISLA GRANDE IN SAN JUAN. IT IS LOCATED NEAR THE CENTER OF THE FIELD, TV1527'DIRECTLY ACROSS THE RUNWAY FROM THE AIRPORT TERMINAL, ON THE NORTH TV1527'SIDE OF THE RUNWAY. TV1527'IT IS 207.9 FT (63.4 M) NORTHEAST OF THE 17TH RUNWAY LIGHT WEST OF TV1527'RUNWAY END 27, 89.5 FT (27.3 M) NORTH OF THE 16TH RUNWAY LIGHT WEST TV1527'OF RUNWAY END 27, 201.7 FT (61.5 M) NORTHWEST OF THE 15TH RUNWAY TV1527'LIGHT WEST OF RUNWAY END 27 AND 267.2 FT (81.4 M) SOUTHEAST OF A SE TV1527'FENCE CORNER. TV1527'THE STATION IS A CGS TOPO DISK SET FLUSH WITH THE ASPHALT PAVEMENT IN TV1527'THE TOP OF A CONCRETE MONUMENT. TV1527'ACCESS TO THE STATION AND THE AIRPORT MUST BE ARRANGED THROUGH MR. TV1527'FERNANDO MIRANDA, AIRPORT MANAGER, FERNANDO LUIS RIBAS DOMINICCI TV1527'AIRPORT, GPO BOX 2829, SAN JUAN, PUERTO RICO. PHONE 809-721-3376. TV1527 TV1527 STATION RECOVERY (1993) TV1527 TV1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 TV1527'THE STATION IS LCOATED NEAR THE CENTER OF THE FIELD ON THE NORTH SIDE TV1527'OF RUNWAY 9-27, 221.0 FT (67.4 M) NORTHEAST OF THE 17TH RUNWAY LIGHT, TV1527'117.4 FT (35.8 M) NORTH OF THE 16TH RUNWAY LIGHT, 216.3 FT (65.9 M) TV1527'NORTHWEST OF THE 15TH RUNWAY LIGHT, 111.8 FT (34.1 M) SOUTH AND 243.5 TV1527'FT (74.2 M) EAST OF PROMINENT SOUTHEAST FENCE CORNER. THE STATION IS TV1527'A STANDARD TOPOGRAPHIC DISK SET IN CONCRETE FLUSH WITH THE PAVEMENT. TV1527 TV1527 STATION RECOVERY (1996) TV1527 TV1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) TV1527'NOTE--THIS IS THE PAC STATION. THE STATION IS LOCATED IN ISLA GRANDE, TV1527'ON THE WEST END OF SAN JUAN, PUERTO RICO, AT THE FERNANDO LUIS RIBAS TV1527'DOMINICCI AIRPORT, NEAR MIDFIELD ALONG THE NORTH SIDE OF THE RUNWAY, TV1527'AND DIRECTLY ACROSS THE RUNWAY FROM THE TERMINAL. OWNERSHIP--PUERTO TV1527'RICO PORTS AUTHORITY, P.O. BOX 362829, SAN JUAN PUERTO RICO TV1527'00936-2829. JOHN MACEIRA IS AIR OPERATIONS SUPERVISOR, DEPARTMENT OF TV1527'AVIATION, PUERTO RICO PORTS AUTHORITY. PHONE 809-729-8751 OR TV1527'809-729-8859. AIRPORT MANAGER IS FERNANDO MIRANDA. PHONE TV1527'787-729-8711 OR 787-729-8731. CONTACT ONE OF THEM FOR PERMISSIOIN TO TV1527'OCCUPY THIS STATION AND TO ARRANGE FOR AN ESCORT. TO REACH FROM THE TV1527'SOUTHBOUND LANES OF THE BRIDGE FROM SAN JUAN TO OLD SAN JUAN, GO SOUTH TV1527'ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE FIRST ONE OF TWO PAVED TV1527'Y-JUNCTIONS RIGHT (AND A SIGN BAYAMON/HIGHWAY 1) . BEAR RIGHT, TV1527'SOUTHERLY, FOR 0.08 KM (0.05 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, TV1527'WEST-SOUTHWEST, ON THE ROAD FOR 1.28 KM (0.80 MI) TO THE AIRPORT TV1527'ENTRANCE ROAD ON THE RIGHT AND THE TERMINAL. AN ESCORT WILL MEET YOU TV1527'HERE. THE STATION IS SET IN THE TOP OF AN IRREGULAR 25 CM DIAMETER TV1527'OVAL SHAPED CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 67.4 M TV1527'(221.1 FT) NORTHEAST OF THE 17TH RUNWAY LIGHT WEST OF RUNWAY END 27, TV1527'53.7 M (176.2 FT) NORTHWEST OF THE 15TH RUNWAY LIGHT FROM RUNWAY END TV1527'27, 35.9 M (117.8 FT) NORTH OF THE 16TH RUNWAY LIGHT FROM RUNWAY END TV1527'27, AND 38.8 M (127.3 FT) NORTH OF THE NORTH EDGE OF THE RUNWAY. TV1527'DESCRIBED BY D.G. AUG TV1527 TV1527 STATION RECOVERY (2000) TV1527 TV1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) TV1527'RECOVERED AS DESCRIBED. TV1527 TV1527 STATION RECOVERY (2002) TV1527 TV1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) TV1527'0.5 KM (0.3 MI) WESTERLY AND THEN NORTHERLY ALONG STATE HIGHWAY 35 TV1527'FROM THE JUNCTION OF TV1527'STATE HIGHWAY 1 IN SAN JUAN, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG A TV1527'PAVED ROAD, THENCE TV1527'0.08 KM (0.05 MI) EASTERLY ALONG A ROAD LEADING TO THE FERNADO LUIS TV1527'DOMINICCI AIRPORT TO A TV1527'GATE ON THE SOUTH SIDE OF THE TERMINAL, THENCE 0.2 KM (0.1 MI) TV1527'NORTHEASTERLY ACROSS AN TV1527'APRON AND ALONG A TAXIWAY, THENCE 0.0 KM (0.5 MI) EASTERLY ALONG A TV1527'TRACK ROAD CROSSING TV1527'RUNWAY END 27, THENCE 0.8 KM (0.5 MI) WESTERLY ALONG AN AIRPORT TV1527'PERIMETER ROAD ON THE TV1527'NORTH SIDE OF THE RUNWAY, 81.4 M SOUTHEAST OF THE SOUTHEAST CORNER OF TV1527'A FENCE, 38.7 M TV1527'SOUTH OF THE SOUTHWEST CORNER OF A HANGER, 27.3 M NORTH OF THE 16TH TV1527'RUNWAY LIGHT TV1527'WEST OF RUNWAY END 27, 16.3 M SOUTH OF THE ROAD CENTER, 0.3 M ABOVE TV1527'THE LEVEL OF TV1527'THE ROAD, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY ASPHALT. TV1527'NOTE--THE MARK TV1527'IS ON PROPERTY OWNED BY FERNADO LUIS DOMINICCI AIRPORT, CONTACT TV1527'FERNANDO MIRANDA TV1527'ROMAN, AIRPORT MANAGER, P.O. BOX 362829, SAN JUAN, PR 00936-2829, TV1527'PHONE 787-729-8790. TV1527' TV1527' TV1527' TV1527' TV1527' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5470 *********************************************************************** DE5470 DESIGNATION - SANABRIA DE5470 PID - DE5470 DE5470 COUNTRY - PUERTO RICO DE5470 USGS QUAD - DE5470 DE5470 *CURRENT SURVEY CONTROL DE5470 ___________________________________________________________________ DE5470* NAD 83(1986)- 18 25 30. (N) 066 08 59. (W) SCALED DE5470* PRVD02 - 3.927 (meters) 12.88 (feet) ADJUSTED DE5470 ___________________________________________________________________ DE5470 GEOID HEIGHT- -44.56 (meters) GEOID99 DE5470 DE5470 VERT ORDER - FIRST CLASS II DE5470 DE5470.The horizontal coordinates were scaled from a topographic map and have DE5470.an estimated accuracy of +/- 6 seconds. DE5470 DE5470.The orthometric height was determined by differential leveling DE5470.and adjusted by the National Geodetic Survey in April 2003. DE5470.No vertical observational check was made to the station. DE5470 DE5470.The geoid height was determined by GEOID99. DE5470 DE5470; North East Units Estimated Accuracy DE5470;SPC PRVI - 265,510. 229,960. MT (+/- 180 meters Scaled) DE5470 DE5470 SUPERSEDED SURVEY CONTROL DE5470 DE5470.No superseded survey control is available for this station. DE5470 DE5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA011395(NAD 83) DE5470_MARKER: F = FLANGE-ENCASED ROD DE5470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5470_STAMPING: SANABRIA 2002 DE5470_MARK LOGO: NGS DE5470_PROJECTION: FLUSH DE5470_MAGNETIC: I = MARKER IS A STEEL ROD DE5470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5470+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5470_ROD/PIPE-DEPTH: 13.4 meters DE5470_SLEEVE-DEPTH : 0.9 meters DE5470 DE5470 HISTORY - Date Condition Report By DE5470 HISTORY - 2002 MONUMENTED NGS DE5470 DE5470 STATION DESCRIPTION DE5470 DE5470'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5470'5.4 KM (3.35 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5470'STATE HIGHWAY 2 IN SAN JUAN, 24.9 M NORTH OF THE CENTER OF THE DE5470'WESTBOUND HIGHWAY, 1.6 M NORTHWEST OF A UTILITY POLE, 16.8 M NORTHEAST DE5470'OF A STREET LIGHT POLE AND A SIGN (OESTE 22), 16.2 M SOUTH OF A DE5470'WITNESS POST AND THE CORNER OF 2 CONCRETE WALLS, AND 2.0 M BELOW THE DE5470'LEVEL OF THE HIGHWAY. DE5470'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5470'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5470'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1528 *********************************************************************** TV1528 SACS - This is a Secondary Airport Control Station. TV1528 DESIGNATION - SIG C TV1528 PID - TV1528 TV1528 COUNTRY - PUERTO RICO TV1528 USGS QUAD - TV1528 TV1528 *CURRENT SURVEY CONTROL TV1528 ___________________________________________________________________ TV1528* NAD 83(1997)- 18 27 29.25698(N) 066 05 28.28903(W) ADJUSTED TV1528* PRVD02 - 1.512 (meters) 4.96 (feet) ADJUSTED TV1528 ___________________________________________________________________ TV1528 X - 2,452,770.513 (meters) COMP TV1528 Y - -5,532,694.706 (meters) COMP TV1528 Z - 2,006,533.336 (meters) COMP TV1528 LAPLACE CORR- 0.05 (seconds) DEFLEC99 TV1528 ELLIP HEIGHT- -41.32 (meters) (05/12/97) GPS OBS TV1528 GEOID HEIGHT- -45.23 (meters) GEOID99 TV1528 TV1528 HORZ ORDER - B TV1528 VERT ORDER - FIRST CLASS II TV1528 ELLP ORDER - FOURTH CLASS II TV1528 TV1528.This mark is at San Juan (DOMINICCI) Airport (SIG) TV1528 TV1528.The horizontal coordinates were established by GPS observations TV1528.and adjusted by the National Geodetic Survey in May 1997. TV1528 TV1528.The orthometric height was determined by differential leveling TV1528.and adjusted by the National Geodetic Survey in April 2003. TV1528.No vertical observational check was made to the station. TV1528 TV1528.Photographs are available for this station. TV1528 TV1528.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1528 TV1528.The Laplace correction was computed from DEFLEC99 derived deflections. TV1528 TV1528.The ellipsoidal height was determined by GPS observations TV1528.and is referenced to NAD 83. TV1528 TV1528.The geoid height was determined by GEOID99. TV1528 TV1528; North East Units Scale Converg. TV1528;SPC PRVI - 269,187.211 236,139.853 MT 1.00000160 +0 06 25.4 TV1528;UTM 19 - 2,043,342.863 807,235.386 MT 1.00076713 +0 55 18.1 TV1528 TV1528 SUPERSEDED SURVEY CONTROL TV1528 TV1528 NAD 83(1993)- 18 27 29.25443(N) 066 05 28.29872(W) AD( ) B TV1528 ELLIP HT - -41.23 (m) (01/13/94) GP( ) 4 1 TV1528 TV1528.Superseded values are not recommended for survey control. TV1528.NGS no longer adjusts projects to the PR datum. TV1528.See file dsdata.txt to determine how the superseded data were derived. TV1528 TV1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA0723543343(NAD 83) TV1528_MARKER: DD = SURVEY DISK TV1528_SETTING: 34 = ELECTRICAL MANHOLE FOUNDATION TV1528_STAMPING: SIG C 1989 TV1528_MARK LOGO: NOS TV1528_MAGNETIC: N = NO MAGNETIC MATERIAL TV1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TV1528+STABILITY: SURFACE MOTION TV1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1528+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002 TV1528 TV1528 HISTORY - Date Condition Report By TV1528 HISTORY - 1989 MONUMENTED NOS TV1528 HISTORY - 19930507 GOOD NGS TV1528 HISTORY - 19951128 GOOD ANDREG TV1528 HISTORY - 19960402 GOOD NGS TV1528 HISTORY - 20000128 GOOD NGS TV1528 HISTORY - 20020129 GOOD NGS TV1528 TV1528 STATION DESCRIPTION TV1528 TV1528'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 TV1528'THE STATION IS LOCATED ON THE FERNANDO LUIS RIBAS DOMINICCI AIRPORT AT TV1528'ISLA GRANDE IN SAN JUAN. IT IS LOCATED AT THE EAST END OF AIRPORT ON TV1528'THE NORTH SIDE OF RUNWAY. TV1528'IT IS 16.8 FT (5.1 M) SOUTH OF THE EAST-WEST PERIMETER FENCE, 8 FT TV1528'(2.4 M) NORTH OF THE NORTH EDGE OF AN ASPHALT SERVICE ROAD, 115.7 FT TV1528'(35.3 M) NORTHWEST OF THE FIRST RUNWAY LIGHT FROM THE RUNWAY END 27, TV1528'156.1 FT (47.6 M) NORTHEAST OF THE SECOND RUNWAY LIGHT, AND 101 FT TV1528'(30.8 M) NORTH OF THE NORTH EDGE OF ASPHALT SHOULDER TO THE RUNWAY. TV1528'THE STATION IS A NOS DISK CEMENTED INTO A DRILL HOLE IN THE NORTHWEST TV1528'CORNER OF A CONCRETE ELECTRICAL CABLE VAULT FOUNDATION. TV1528'ACCESS TO THE STATION AND THE AIRPORT MUST BE ARRANGED THROUGH MR. TV1528'FERNANDO MIRANDA, AIRPORT MANAGER, FERNANDO LUIS RIBAS DOMINICCI TV1528'AIRPORT, GPO BOX 2829, SAN JUAN, PUERTO RICO. PHONE 809-721-3376. TV1528 TV1528 STATION RECOVERY (1993) TV1528 TV1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 TV1528'THE STATION IS LOCATED AT THE EAST END OF THE AIRPORT, NORTH OF RUNWAY TV1528'END 27. IT IS 16 FT (4.9 M) SOUTH FROM THE FACE OF THE NORTH TV1528'PERIMETER FENCE AND 8 FT (2.4 M) NORTH FROM THE NORTH EDGE OF AN TV1528'ASPHALT ROAD. THE STATION IS A STANDARD NOS DISK STAMPED SIG C 1989 TV1528'CEMENTED INTO A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE TV1528'ELECTRICAL CABLE VAULT FOUNDATION. TV1528 TV1528 STATION RECOVERY (1995) TV1528 TV1528'RECOVERY NOTE BY ANDREGG INCORPORATED 1995 (CDR) TV1528'RECOVERED AS DESCRIBED. TV1528 TV1528 STATION RECOVERY (1996) TV1528 TV1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) TV1528'NOTE--THIS IS A SAC STATION. THE STATION IS LOCATED IN ISLA GRANDE, TV1528'ON THE WEST END OF SAN JUAN, PUERTO RICO, AT THE FERNANDO LUIS RIBAS TV1528'DOMINICCI AIRPORT, NEAR RUNWAY END 27 AND ALONG THE NORTH SIDE OF THE TV1528'RUNWAY, AND BETWEEN A PERIMETER FENCE AND PAVED ACCESS ROAD. TV1528'OWNERSHIP--PUERTO RICO PORTS AUTHORITY, P.O. BOX 362829, SAN JUAN TV1528'PUERTO RICO 00936-2829. JOHN MACEIRA IS AIR OPERATIONS SUPERVISOR, TV1528'DEPARTMENT OF AVIATION, PUERTO RICO PORTS AUTHORITY. PHONE TV1528'809-729-8751 OR 809-729-8859. AIRPORT MANAGER IS FERNANDO MIRANDA. TV1528'PHONE 787-729-8711 OR 787-729-8731. CONTACT ONE OF THEM FOR TV1528'PERMISSIOIN TO OCCUPY THIS STATION AND TO ARRANGE FOR AN ESCORT. TO TV1528'REACH FROM THE SOUTHBOUND LANES OF THE BRIDGE FROM SAN JUAN TO OLD SAN TV1528'JUAN, GO SOUTH ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE FIRST ONE OF TV1528'TWO PAVED Y-JUNCTIONS RIGHT. BEAR RIGHT, SOUTHERLY, FOR 0.08 KM (0.05 TV1528'MI) TO A PAVED ROAD RIGHT. TURN RIGHT, WEST-SOUTHWEST, ON THE ROAD TV1528'FOR 1.28 KM (0.80 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT AND TV1528'THE TERMINAL. AN ESCORT WILL MEET YOU HERE. THE STATION IS SET IN TV1528'THE TOP OF AND NEAR THE NORTHWEST CORNER OF A CONCRETE ELECTRIC TV1528'MANHOLE FOUNDATIOIN PROJECTING 3 CM ABOVE THE GROUND. IT IS 30.8 M TV1528'(101.0 FT) NORTH OF THE NORTH EDGE OF THE RUNWAY, 47.6 M (156.2 FT) TV1528'NORTHEAST OF THE 2ND RUNWAY LIGHT FROM THE END, 35.7 M (117.1 FT) TV1528'NORTHWEST OF THE 1ST RUNWAY LIGHT FROM THE END, 5.1 M (16.7 FT) TV1528'SOUTH-SOUTHWEST OF THE PERIMETER FENCE, AND 2.6 M (8.5 FT) TV1528'NORTH-NORTHEAST OF THE NORTH EDGE OF THE ACCESS ROAD. DESCRIBED BY TV1528'D.G. AUG TV1528 TV1528 STATION RECOVERY (2000) TV1528 TV1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) TV1528'RECOVERED AS DESCRIBED. TV1528 TV1528 STATION RECOVERY (2002) TV1528 TV1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) TV1528'0.5 KM (0.3 MI) WESTERLY AND THEN NORTHERLY ALONG STATE HIGHWAY 35 TV1528'FROM THE JUNCTION OF TV1528'STATE HIGHWAY 1 IN SAN JUAN, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG A TV1528'PAVED ROAD, THENCE TV1528'0.08 KM (0.05 MI) EASTERLY ALONG A ROAD LEADING TO THE FERNADO LUIS TV1528'DOMINICCI AIRPORT TO A TV1528'GATE ON THE SOUTH SIDE OF THE TERMINAL, THENCE 0.2 KM (0.1 MI) TV1528'NORTHEASTERLY ACROSS AN TV1528'APRON AND ALONG A TAXIWAY, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG A TV1528'TRACK ROAD CROSSING TV1528'RUNWAY END 27, THENCE 0.08 KM (0.05 MI) WESTERLY ALONG A ROAD ON THE TV1528'NORTH SIDE OF TV1528'THE RUNWAY, IN TOP OF AND 0.2 M SOUTHEAST OF THE NORTHWEST CORNER OF A TV1528'4 BY 4-FOOT TV1528'CONCRETE ELECTRIC CABLE VAULT, 35.7 M NORTHWEST OF THE FIRST RUNWAY TV1528'LIGHT ON A TV1528'DISPLACED THRESHOLD, 5.1 M SOUTH OF THE AIRPORT PERIMETER FENCE, 4.5 M TV1528'NORTH OF THE TV1528'ROAD CENTER, AND 0.3 M BELOW THE LEVEL OF THE ROAD. NOTE--THE MARK IS TV1528'ON PROPERTY TV1528'OWNED BY FERNADO LUIS DOMINICCI AIRPORT, CONTACT FERNANDO MIRANDA TV1528'ROMAN, AIRPORT TV1528'MANAGER, P.O. BOX 362829, SAN JUAN, PR 00936-2829, PHONE 787-729-8790. TV1528' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7655 *********************************************************************** AA7655 DESIGNATION - SJ 2 AA7655 PID - AA7655 AA7655 COUNTRY - PUERTO RICO AA7655 USGS QUAD - AA7655 AA7655 *CURRENT SURVEY CONTROL AA7655 ___________________________________________________________________ AA7655* NAD 83(1986)- 18 27 58. (N) 066 05 42. (W) SCALED AA7655* PRVD02 - 18.344 (meters) 60.18 (feet) ADJUSTED AA7655 ___________________________________________________________________ AA7655 GEOID HEIGHT- -45.41 (meters) GEOID99 AA7655 DYNAMIC HT - 18.308 (meters) 60.07 (feet) COMP AA7655 MODELED GRAV- 978,664.2 (mgal) NAVD 88 AA7655 AA7655 VERT ORDER - FIRST CLASS II AA7655 AA7655.The horizontal coordinates were scaled from a topographic map and have AA7655.an estimated accuracy of +/- 6 seconds. AA7655 AA7655.The orthometric height was determined by differential leveling AA7655.and adjusted by the National Geodetic Survey in April 2003. AA7655.No vertical observational check was made to the station. AA7655 AA7655.The geoid height was determined by GEOID99. AA7655 AA7655.The dynamic height is computed by dividing the NAVD 88 AA7655.geopotential number by the normal gravity value computed on the AA7655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7655.degrees latitude (g = 980.6199 gals.). AA7655 AA7655.The modeled gravity was interpolated from observed gravity values. AA7655 AA7655; North East Units Estimated Accuracy AA7655;SPC PRVI - 270,070. 235,740. MT (+/- 180 meters Scaled) AA7655 AA7655 SUPERSEDED SURVEY CONTROL AA7655 AA7655.No superseded survey control is available for this station. AA7655 AA7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA068442(NAD 83) AA7655_MARKER: DD = SURVEY DISK AA7655_SETTING: 31 = CURB AA7655_STAMPING: SJ-2 1993 AA7655_MARK LOGO: PROFLN AA7655_MAGNETIC: N = NO MAGNETIC MATERIAL AA7655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7655+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2002 AA7655 AA7655 HISTORY - Date Condition Report By AA7655 HISTORY - 1993 MONUMENTED LOCENG AA7655 HISTORY - 19950620 GOOD NGS AA7655 HISTORY - 19960419 GOOD NGS AA7655 HISTORY - 20020124 GOOD NGS AA7655 AA7655 STATION DESCRIPTION AA7655 AA7655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7655'LOCATED ON THE NE SIDE OF OLD SAN JUAN WEST OF PARQUE SIXTO ESCOBAR AA7655'JUST NORTHWEST OF THE NW CORNER OF THE PROPERTY OF THE U.S. NAVAL AA7655'RECRUITING COMMAND, NORTH OF AVIENDA MUNOZ RIVERA (ROUTE 25) IN THE AA7655'TOP SURFACE OF A LOW CONCRETE WALL. TO REACH FROM THE SOUTH END OF AA7655'THE PUENTE ESTEVES BRIDGE ON ROUTE 25, PROCEED NORTH ON ROUTE 25 1.6 AA7655'MI (2.6 KM) TO MARK ON A RAISED CURB ON RIGHT. STATION IS A PRIVATE AA7655'ENGINEER BRONZE DISK CEMENTED IN A DRILLHOLE STAMPED ---SJ-2 1993---, AA7655'65.3 FT (19.9 M) WEST OF END OF A GUARDRAIL SECTION, 20.5 FT (6.2 M) AA7655'SW OF CENTER OF A 3 FT (0.9 M) ROUND PALM TREE STUMP, 7 FT (2.1 M) NNW AA7655'OF EDGE OF ROUTE 25. DESCRIBED BY DOCTER SCHLOTSKIN. AA7655 AA7655 STATION RECOVERY (1996) AA7655 AA7655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH) AA7655'RECOVERED AS DESCRIBED. AA7655 AA7655 STATION RECOVERY (2002) AA7655 AA7655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7655'2.0 KM (1.8 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF AA7655'STATE HIGHWAY 2 IN SAN JUAN, IN TOP OF A CONCRETE CURB ON THE INSIDE AA7655'OF A SIDEWALK ON THE NORTH SIDE OF THE HIGHWAY, 29.5 M WEST OF THE AA7655'EXTENDED CENTER OF A STREET, 25.4 M EAST OF THE EXTENDED CENTER OF A AA7655'STREET, 20.0M WEST OF THE WEST END OF A GUARDRAIL, 6.1 M NORTH OF THE AA7655'CENTERLINE OF THE WESTBOUND HIGHWAY, AND 0.4 M ABOVE THE LEVEL OF THE AA7655'HIGHWAY. AA7655'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7654 *********************************************************************** AA7654 DESIGNATION - SJ 4 AA7654 PID - AA7654 AA7654 COUNTRY - PUERTO RICO AA7654 USGS QUAD - AA7654 AA7654 *CURRENT SURVEY CONTROL AA7654 ___________________________________________________________________ AA7654* NAD 83(1986)- 18 28 03. (N) 066 06 21. (W) SCALED AA7654* PRVD02 - 11.736 (meters) 38.50 (feet) ADJUSTED AA7654 ___________________________________________________________________ AA7654 GEOID HEIGHT- -45.45 (meters) GEOID99 AA7654 DYNAMIC HT - 11.712 (meters) 38.43 (feet) COMP AA7654 MODELED GRAV- 978,664.0 (mgal) NAVD 88 AA7654 AA7654 VERT ORDER - FIRST CLASS II AA7654 AA7654.The horizontal coordinates were scaled from a topographic map and have AA7654.an estimated accuracy of +/- 6 seconds. AA7654 AA7654.The orthometric height was determined by differential leveling AA7654.and adjusted by the National Geodetic Survey in April 2003. AA7654.No vertical observational check was made to the station. AA7654 AA7654.The geoid height was determined by GEOID99. AA7654 AA7654.The dynamic height is computed by dividing the NAVD 88 AA7654.geopotential number by the normal gravity value computed on the AA7654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7654.degrees latitude (g = 980.6199 gals.). AA7654 AA7654.The modeled gravity was interpolated from observed gravity values. AA7654 AA7654; North East Units Estimated Accuracy AA7654;SPC PRVI - 270,220. 234,590. MT (+/- 180 meters Scaled) AA7654 AA7654 SUPERSEDED SURVEY CONTROL AA7654 AA7654.No superseded survey control is available for this station. AA7654 AA7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA056443(NAD 83) AA7654_MARKER: DD = SURVEY DISK AA7654_SETTING: 31 = SIDEWALK AA7654_STAMPING: SJ-4 1993 AA7654_MARK LOGO: PROFLN AA7654_MAGNETIC: N = NO MAGNETIC MATERIAL AA7654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7654+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2002 AA7654 AA7654 HISTORY - Date Condition Report By AA7654 HISTORY - 1993 MONUMENTED LOCENG AA7654 HISTORY - 19950620 GOOD NGS AA7654 HISTORY - 19960419 GOOD NGS AA7654 HISTORY - 20020124 GOOD NGS AA7654 AA7654 STATION DESCRIPTION AA7654 AA7654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7654'LOCATED ON THE NORTH SIDE OF OLD SAN JUAN JUST NORTH OF THE CAPITAL AA7654'BUILDING AND EAST OF FORT SAN CRISTOBAL IN A CONCRETE SLAB AT THE TOP AA7654'OF A CONCRETE STAIRS AT THE EAST SIDE OF A PLAZA WITH A STATUE OF SAN AA7654'JUAN BAUTISTA. TO REACH FROM THE SOUTH SIDE OF PUENTE ESTEVES BRIDGE AA7654'IN SE SECTION OF OLD SAN JUAN, PROCEED NORTH AND EAST ON ROUTE 25 FOR AA7654'0.9 MI (1.4 KM) TO MARK ON RIGHT. PRIVATE ENGINEERS BRONZE DISK AA7654'CEMENTED IN A DRILL HOLE STAMPED ---SJ-4 1993--- 8 FT (2.4 M) WEST OF AA7654'RAISED CONCRETE GUARDRAIL, 7.8 FT (2.4 M) SSE OF LIGHTPOLE, 5 FT (1.5 AA7654'M) SOUTH OF A GUARDRAIL, AND 4.4 FT (1.3 M) NORTH OF ROUTE 25. AA7654'DESCRIBED BY C.S.MIDDLETON JR. AA7654 AA7654 STATION RECOVERY (1996) AA7654 AA7654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (SFH) AA7654'RECOVERED AS DESCRIBED. AA7654 AA7654 STATION RECOVERY (2002) AA7654 AA7654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7654'4.2 KM (2.6 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF AA7654'STATE HIGHWAY 2 IN SAN JUAN, NEAR THE CENTER OF THE CONCRETE SIDEWALK AA7654'ALONG THE NORTH SIDE OF THE HIGHWAY, 34.6 M EAST OF A STATUE OF JUAN AA7654'BAUTISTA, 4.8 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 2.5 AA7654'M WEST OF THE WEST END OF A GUARDRAIL, 1.4 M SOUTH OF A GUARDRAIL, AND AA7654'0.3 M ABOVE THE LEVEL OF THE HIGHWAY. AA7654'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5461 *********************************************************************** DE5461 DESIGNATION - SJH 44 DE5461 PID - DE5461 DE5461 COUNTRY - PUERTO RICO DE5461 USGS QUAD - DE5461 DE5461 *CURRENT SURVEY CONTROL DE5461 ___________________________________________________________________ DE5461* NAD 83(1986)- 18 27 31. (N) 066 06 58. (W) SCALED DE5461* PRVD02 - 1.299 (meters) 4.26 (feet) ADJUSTED DE5461 ___________________________________________________________________ DE5461 GEOID HEIGHT- -45.25 (meters) GEOID99 DE5461 DE5461 VERT ORDER - FIRST CLASS II DE5461 DE5461.The horizontal coordinates were scaled from a topographic map and have DE5461.an estimated accuracy of +/- 6 seconds. DE5461 DE5461.The orthometric height was determined by differential leveling DE5461.and adjusted by the National Geodetic Survey in April 2003. DE5461 DE5461.The geoid height was determined by GEOID99. DE5461 DE5461; North East Units Estimated Accuracy DE5461;SPC PRVI - 269,240. 233,510. MT (+/- 180 meters Scaled) DE5461 DE5461 SUPERSEDED SURVEY CONTROL DE5461 DE5461.No superseded survey control is available for this station. DE5461 DE5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA046433(NAD 83) DE5461_MARKER: DD = SURVEY DISK DE5461_SETTING: 32 = SEAWALL DE5461_STAMPING: SJH-44 1991 COE DE5461_MARK LOGO: USE DE5461_MAGNETIC: N = NO MAGNETIC MATERIAL DE5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE5461+STABILITY: SURFACE MOTION DE5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5461+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5461 DE5461 HISTORY - Date Condition Report By DE5461 HISTORY - 1991 MONUMENTED USE DE5461 HISTORY - 20020125 GOOD NGS DE5461 DE5461 STATION DESCRIPTION DE5461 DE5461'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5461'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5461'STATE HIGHWAY 2 IN SAN JUAN, THENCE 0.3 KM (0.2 MI) SOUTHERLY AND THEN DE5461'WESTERLY ALONG ONE WAY STREETS TO A TRAFFIC CIRCLE NEAR A U.S. DE5461'CUSTOMS BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHWESTERLY ALONG A PAVED DE5461'ROAD ON THE WEST SIDE OF THE BUILDING TO THE LA PUNTILLA U.S. COAST DE5461'GUARD STATION SECURITY GATE, THENCE 0.2 KM (0.125 MI) SOUTHERLY ALONG DE5461'A PAVED ROAD TO A SEAWALL, THENCE 0.50 KM (0.03 MI) SOUTHWESTERLY TO DE5461'THE END OF THE SEAWALL AND THE MARK, IN TOP OF THE CONCRETE SEAWALL, DE5461'5.6 M NORTHWEST OF THE SOUTH CORNER OF THE SEAWALL, 4.7 M SOUTHEAST OF DE5461'A CHAIN-LINK FENCE, 3.1 M SOUTHEAST OF BENCH MARK 975 5371 A TIDAL, DE5461'1.0 M NORTHWEST OF THE NORTHWEST CORNER OF A TIDE GAUGE BUILDING, AND DE5461'0.9 M NORTHEAST OF THE SOUTHWEST FACE OF THE SEAWALL. DE5461'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND THE DE5461'U.S. COAST GUARD, CONTACT JORGE R. GAUDIER, 5 CALLE LA PUNTILLA, SAN DE5461'JUAN, PR 00910, PHONE 787-729-4304. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5463 *********************************************************************** DE5463 DESIGNATION - SJHL 57 RM 1 DE5463 PID - DE5463 DE5463 COUNTRY - PUERTO RICO DE5463 USGS QUAD - DE5463 DE5463 *CURRENT SURVEY CONTROL DE5463 ___________________________________________________________________ DE5463* NAD 83(1986)- 18 27 54. (N) 066 06 55. (W) SCALED DE5463* PRVD02 - 1.405 (meters) 4.61 (feet) ADJUSTED DE5463 ___________________________________________________________________ DE5463 GEOID HEIGHT- -45.39 (meters) GEOID99 DE5463 DE5463 VERT ORDER - FIRST CLASS II DE5463 DE5463.The horizontal coordinates were scaled from a topographic map and have DE5463.an estimated accuracy of +/- 6 seconds. DE5463 DE5463.The orthometric height was determined by differential leveling DE5463.and adjusted by the National Geodetic Survey in April 2003. DE5463.No vertical observational check was made to the station. DE5463 DE5463.The geoid height was determined by GEOID99. DE5463 DE5463; North East Units Estimated Accuracy DE5463;SPC PRVI - 269,940. 233,590. MT (+/- 180 meters Scaled) DE5463 DE5463 SUPERSEDED SURVEY CONTROL DE5463 DE5463.No superseded survey control is available for this station. DE5463 DE5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA046440(NAD 83) DE5463_MARKER: DD = SURVEY DISK DE5463_SETTING: 31 = SIDEWALK DE5463_STAMPING: SJHL-57 RM-1 1953 JACKSONVILLE DE5463_MARK LOGO: USE DE5463_MAGNETIC: N = NO MAGNETIC MATERIAL DE5463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5463+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5463 DE5463 HISTORY - Date Condition Report By DE5463 HISTORY - 1953 MONUMENTED USE DE5463 HISTORY - 20020125 GOOD NGS DE5463 DE5463 STATION DESCRIPTION DE5463 DE5463'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5463'IN SAN JUAN, AT 1 LA PUNTILLA STREET, IN TOP OF A CONCRETE SIDEWALK DE5463'ALONG THE EAST SIDE OF THE U.S. CUSTOMS SERVICE BUILDING AT 1 LA DE5463'PUNTILLA STREET, 28.4 M SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, DE5463'16.0 M NORTH OF THE CENTER OF THE A DRIVEWAY ON THE EAST SIDE OF THE DE5463'BUILDING, AND 2.4 M EAST OF THE EAST FACE OF THE BUILDING. DE5463'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. GOVERNMENT AND U.S. DE5463'CUSTOMS SERVICE, CONTACT RAMON RANGAL, FACILITY MANAGER, 1 LA PUNTILLA DE5463'STREET, SAN JUAN, PR 00901, PHONE 787-729-6999. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5464 *********************************************************************** DE5464 DESIGNATION - SJNHS 32 DE5464 PID - DE5464 DE5464 COUNTRY - PUERTO RICO DE5464 USGS QUAD - DE5464 DE5464 *CURRENT SURVEY CONTROL DE5464 ___________________________________________________________________ DE5464* NAD 83(1986)- 18 28 13. (N) 066 07 18. (W) SCALED DE5464* PRVD02 - 27.069 (meters) 88.81 (feet) ADJUSTED DE5464 ___________________________________________________________________ DE5464 GEOID HEIGHT- -45.52 (meters) GEOID99 DE5464 DE5464 VERT ORDER - FIRST CLASS II DE5464 DE5464.The horizontal coordinates were scaled from a topographic map and have DE5464.an estimated accuracy of +/- 6 seconds. DE5464 DE5464.The orthometric height was determined by differential leveling DE5464.and adjusted by the National Geodetic Survey in April 2003. DE5464.No vertical observational check was made to the station. DE5464 DE5464.The geoid height was determined by GEOID99. DE5464 DE5464; North East Units Estimated Accuracy DE5464;SPC PRVI - 270,530. 232,920. MT (+/- 180 meters Scaled) DE5464 DE5464 SUPERSEDED SURVEY CONTROL DE5464 DE5464.No superseded survey control is available for this station. DE5464 DE5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA039446(NAD 83) DE5464_MARKER: DD = SURVEY DISK DE5464_SETTING: 31 = SIDEWALK DE5464_STAMPING: SJNHS-32 1995 DE5464_MARK LOGO: USE DE5464_MAGNETIC: N = NO MAGNETIC MATERIAL DE5464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5464+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5464 DE5464 HISTORY - Date Condition Report By DE5464 HISTORY - 1995 MONUMENTED USE DE5464 HISTORY - 20020125 GOOD NGS DE5464 DE5464 STATION DESCRIPTION DE5464 DE5464'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5464'4.7 KM (2.9 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5464'STATE HIGHWAY 2 IN SAN JUAN, THENCE 1.1 KM (0.7 MI) NORTHERLY AND DE5464'WESTERLY ALONG NORZAGARAY STREET TO A TURN AROUND AND A WALKWAY DE5464'LEADING TO EL MORRO CASTLE, NEAR THE CENTER OF THE NORTHWEST END OF A DE5464'SIDEWALK AROUND THE TURN AROUND, 9.7 M NORTHWEST OF THE CENTER OF THE DE5464'DRIVE, AND 3.8 M NORTHEAST OF THE CENTER OF A WALKWAY. DE5464'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. DEPARTMENT OF DE5464'INTERIOR AND THE NATIONAL PARK SERVICE. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5466 *********************************************************************** DE5466 DESIGNATION - SJNHS 33 DE5466 PID - DE5466 DE5466 COUNTRY - PUERTO RICO DE5466 USGS QUAD - DE5466 DE5466 *CURRENT SURVEY CONTROL DE5466 ___________________________________________________________________ DE5466* NAD 83(1986)- 18 28 20. (N) 066 07 27. (W) SCALED DE5466* PRVD02 - 35.479 (meters) 116.40 (feet) ADJUSTED DE5466 ___________________________________________________________________ DE5466 GEOID HEIGHT- -45.56 (meters) GEOID99 DE5466 DE5466 VERT ORDER - FIRST CLASS II DE5466 DE5466.The horizontal coordinates were scaled from a topographic map and have DE5466.an estimated accuracy of +/- 6 seconds. DE5466 DE5466.The orthometric height was determined by differential leveling DE5466.and adjusted by the National Geodetic Survey in April 2003. DE5466.No vertical observational check was made to the station. DE5466 DE5466.The geoid height was determined by GEOID99. DE5466 DE5466; North East Units Estimated Accuracy DE5466;SPC PRVI - 270,740. 232,650. MT (+/- 180 meters Scaled) DE5466 DE5466 SUPERSEDED SURVEY CONTROL DE5466 DE5466.No superseded survey control is available for this station. DE5466 DE5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA037448(NAD 83) DE5466_MARKER: DD = SURVEY DISK DE5466_SETTING: 31 = SIDEWALK DE5466_STAMPING: SJNHS-33 1995 DE5466_MARK LOGO: USE DE5466_MAGNETIC: N = NO MAGNETIC MATERIAL DE5466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DE5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5466+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5466 DE5466 HISTORY - Date Condition Report By DE5466 HISTORY - 1995 MONUMENTED USE DE5466 HISTORY - 20020125 GOOD NGS DE5466 DE5466 STATION DESCRIPTION DE5466 DE5466'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5466'4.7 KM (2.9 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5466'STATE HIGHWAY 2 IN SAN JUAN, THENCE 1.1 KM (0.7 MI) NORTHERLY AND DE5466'WESTERLY ALONG NORZAGARAY STREET TO A TURN AROUND AND A WALKWAY DE5466'LEADING TO EL MORRO CASTLE, THENCE WALK 330.0 M NORTHWESTERLY ALONG DE5466'THE WALKWAY, IN TOP OF THE CONCRETE WALKWAY, 37.0 M SOUTHEAST OF THE DE5466'ENTRANCE TO THE CASTLE, 2.0 M NORTHEAST OF THE CENTER OF THE SIDEWALK, DE5466'AND 1.6 M SOUTHEAST OF THE SOUTHEAST OF A WALL. DE5466'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. DEPARTMENT OF DE5466'INTERIOR AND THE NATIONAL PARK SERVICE. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5465 *********************************************************************** DE5465 DESIGNATION - SJNHS 34 DE5465 PID - DE5465 DE5465 COUNTRY - PUERTO RICO DE5465 USGS QUAD - DE5465 DE5465 *CURRENT SURVEY CONTROL DE5465 ___________________________________________________________________ DE5465* NAD 83(1986)- 18 28 18. (N) 066 07 28. (W) SCALED DE5465* PRVD02 - 37.157 (meters) 121.91 (feet) ADJUSTED DE5465 ___________________________________________________________________ DE5465 GEOID HEIGHT- -45.55 (meters) GEOID99 DE5465 DE5465 VERT ORDER - FIRST CLASS II DE5465 DE5465.The horizontal coordinates were scaled from a topographic map and have DE5465.an estimated accuracy of +/- 6 seconds. DE5465 DE5465.The orthometric height was determined by differential leveling DE5465.and adjusted by the National Geodetic Survey in April 2003. DE5465.No vertical observational check was made to the station. DE5465 DE5465.The geoid height was determined by GEOID99. DE5465 DE5465; North East Units Estimated Accuracy DE5465;SPC PRVI - 270,680. 232,630. MT (+/- 180 meters Scaled) DE5465 DE5465 SUPERSEDED SURVEY CONTROL DE5465 DE5465.No superseded survey control is available for this station. DE5465 DE5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QHA036447(NAD 83) DE5465_MARKER: DD = SURVEY DISK DE5465_SETTING: 37 = RETAINING WALL DE5465_STAMPING: SJNHS-34 1995 DE5465_MARK LOGO: USE DE5465_MAGNETIC: N = NO MAGNETIC MATERIAL DE5465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5465+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002 DE5465 DE5465 HISTORY - Date Condition Report By DE5465 HISTORY - 1995 MONUMENTED USE DE5465 HISTORY - 20020125 GOOD NGS DE5465 DE5465 STATION DESCRIPTION DE5465 DE5465'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5465'4.7 KM (2.9 MI) NORTHERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF DE5465'STATE HIGHWAY 2 IN SAN JUAN, THENCE 1.1 KM (0.7 MI) NORTHERLY AND DE5465'WESTERLY ALONG NORZAGARAY STREET TO A TURN AROUND AND A WALKWAY DE5465'LEADING TO EL MORRO CASTLE, THENCE WALK 330 NORTHWESTERLY ALONG THE DE5465'WALKWAY, THENCE WALK 100.0 M SOUTHWEST ALONG A RETAINING WALL, IN TOP DE5465'OF THE SOUTH CONCRETE RETAINING WALL AT THE CASTLE, 25.5 M EAST OF THE DE5465'WEST END OF THE WALL, 6.9 M WEST OF THE SOUTHEAST CORNER OF THE WALL, DE5465'AND 0.3 M ABOVE THE GROUND SURFACE. DE5465'NOTE--THE MARK IS ON PROPERTY OWNED BY THE U.S. DEPARTMENT OF DE5465'INTERIOR AND THE NATIONAL PARK SERVICE. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5599 *********************************************************************** DE5599 DESIGNATION - T 1002 DE5599 PID - DE5599 DE5599 COUNTRY - PUERTO RICO DE5599 USGS QUAD - DE5599 DE5599 *CURRENT SURVEY CONTROL DE5599 ___________________________________________________________________ DE5599* NAD 83(1986)- 18 25 44. (N) 066 16 48. (W) SCALED DE5599* PRVD02 - 20.687 (meters) 67.87 (feet) ADJUSTED DE5599 ___________________________________________________________________ DE5599 GEOID HEIGHT- -44.64 (meters) GEOID99 DE5599 DE5599 VERT ORDER - FIRST CLASS II DE5599 DE5599.The horizontal coordinates were scaled from a topographic map and have DE5599.an estimated accuracy of +/- 6 seconds. DE5599 DE5599.The orthometric height was determined by differential leveling DE5599.and adjusted by the National Geodetic Survey in April 2003. DE5599.No vertical observational check was made to the station. DE5599 DE5599.The geoid height was determined by GEOID99. DE5599 DE5599; North East Units Estimated Accuracy DE5599;SPC PRVI - 265,920. 216,200. MT (+/- 180 meters Scaled) DE5599 DE5599 SUPERSEDED SURVEY CONTROL DE5599 DE5599.No superseded survey control is available for this station. DE5599 DE5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA873397(NAD 83) DE5599_MARKER: DD = SURVEY DISK DE5599_SETTING: 38 = OVERPASS ABUTMENT DE5599_STAMPING: T 1002 DE5599_MARK LOGO: PRDT DE5599_MAGNETIC: N = NO MAGNETIC MATERIAL DE5599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5599+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 DE5599 DE5599 HISTORY - Date Condition Report By DE5599 HISTORY - UNK MONUMENTED PRDT DE5599 HISTORY - 20020204 GOOD NGS DE5599 DE5599 STATION DESCRIPTION DE5599 DE5599'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5599'20.0 KM (12.4 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5599'STATE HIGHWAY 2 IN DE5599'SAN JUAN, IN TOP OF AND 0.8 M SOUTH OF THE NORTH END OF THE WEST DE5599'CONCRETE ABUTMENT OF DE5599'THE HIGHWAY OVERPASS OF STATE HIGHWAY 693, 12.0 M EAST OF KILOMETER DE5599'POST 25.5, 6.9 M DE5599'NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 5.5 M WEST OF THE DE5599'BRIDGE DECK, 0.7 M DE5599'EAST OF THE WEST EDGE OF THE ABUTMENT, AND 0.4 M ABOVE THE LEVEL OF DE5599'THE HIGHWAY. DE5599'NOTE--T 1002 WAS STAMPED IN DISK FOR THE 2002 SURVEY. DE5599'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5599' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5496 *********************************************************************** DE5496 DESIGNATION - T 1003 DE5496 PID - DE5496 DE5496 COUNTRY - PUERTO RICO DE5496 USGS QUAD - DE5496 DE5496 *CURRENT SURVEY CONTROL DE5496 ___________________________________________________________________ DE5496* NAD 83(1986)- 18 29 09. (N) 066 34 34. (W) SCALED DE5496* PRVD02 - 3.691 (meters) 12.11 (feet) ADJUSTED DE5496 ___________________________________________________________________ DE5496 GEOID HEIGHT- -46.44 (meters) GEOID99 DE5496 DE5496 VERT ORDER - FIRST CLASS II DE5496 DE5496.The horizontal coordinates were scaled from a topographic map and have DE5496.an estimated accuracy of +/- 6 seconds. DE5496 DE5496.The orthometric height was determined by differential leveling DE5496.and adjusted by the National Geodetic Survey in April 2003. DE5496.No vertical observational check was made to the station. DE5496 DE5496.The geoid height was determined by GEOID99. DE5496 DE5496; North East Units Estimated Accuracy DE5496;SPC PRVI - 272,230. 184,920. MT (+/- 180 meters Scaled) DE5496 DE5496 SUPERSEDED SURVEY CONTROL DE5496 DE5496.No superseded survey control is available for this station. DE5496 DE5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA559456(NAD 83) DE5496_MARKER: F = FLANGE-ENCASED ROD DE5496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5496_STAMPING: T 1003 2002 DE5496_MARK LOGO: NGS DE5496_PROJECTION: FLUSH DE5496_MAGNETIC: I = MARKER IS A STEEL ROD DE5496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5496+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5496_ROD/PIPE-DEPTH: 6.1 meters DE5496_SLEEVE-DEPTH : 0.9 meters DE5496 DE5496 HISTORY - Date Condition Report By DE5496 HISTORY - 2002 MONUMENTED NGS DE5496 DE5496 STATION DESCRIPTION DE5496 DE5496'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5496'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION DE5496'OF STATE HIGHWAY 140 IN BARCELONETA, THENCE 2.4 KM (1.5 MI) WESTERLY DE5496'ALONG STATE HIGHWAY 681, 8.9 M SOUTH OF THE TOP OF A CUT BANK NEXT TO DE5496'THE OCEAN, 7.9 M NORTH OF THE HIGHWAY CENTER, 6.0 M EAST OF THE CENTER DE5496'OF A TURN-OUT, 3.1 M NORTH OF A FENCE CORNER, 0.6 M WEST OF A WITNESS DE5496'POST AND FENCE, AND 0.2 M ABOVE THE LEVEL OF THE HIGHWAY. DE5496'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5496'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5496'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5515 *********************************************************************** DE5515 DESIGNATION - T 1004 DE5515 PID - DE5515 DE5515 COUNTRY - PUERTO RICO DE5515 USGS QUAD - DE5515 DE5515 *CURRENT SURVEY CONTROL DE5515 ___________________________________________________________________ DE5515* NAD 83(1986)- 18 28 45. (N) 066 48 09. (W) SCALED DE5515* PRVD02 - 48.451 (meters) 158.96 (feet) ADJUSTED DE5515 ___________________________________________________________________ DE5515 GEOID HEIGHT- -46.53 (meters) GEOID99 DE5515 DE5515 VERT ORDER - FIRST CLASS II DE5515 DE5515.The horizontal coordinates were scaled from a topographic map and have DE5515.an estimated accuracy of +/- 6 seconds. DE5515 DE5515.The orthometric height was determined by differential leveling DE5515.and adjusted by the National Geodetic Survey in April 2003. DE5515.No vertical observational check was made to the station. DE5515 DE5515.The geoid height was determined by GEOID99. DE5515 DE5515; North East Units Estimated Accuracy DE5515;SPC PRVI - 271,520. 161,010. MT (+/- 180 meters Scaled) DE5515 DE5515 SUPERSEDED SURVEY CONTROL DE5515 DE5515.No superseded survey control is available for this station. DE5515 DE5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA320446(NAD 83) DE5515_MARKER: F = FLANGE-ENCASED ROD DE5515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5515_STAMPING: T 1004 2002 DE5515_MARK LOGO: NGS DE5515_PROJECTION: FLUSH DE5515_MAGNETIC: I = MARKER IS A STEEL ROD DE5515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5515+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5515_ROD/PIPE-DEPTH: 9.7 meters DE5515_SLEEVE-DEPTH : 0.9 meters DE5515 DE5515 HISTORY - Date Condition Report By DE5515 HISTORY - 2002 MONUMENTED NGS DE5515 DE5515 STATION DESCRIPTION DE5515 DE5515'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5515'2.4 KM (1.5 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5515'STATE HIGHWAY 22 IN DE5515'CARRIZALES, THENCE 1.3 KM (0.8 MI) SOUTHERLY ALONG A PAVED STREET DE5515'MAKING A JOG TO THE DE5515'LEFT AND CONTINUING TO A T-JUNCTION, 14.9 M WEST OF A CHAIN-LINK FENCE DE5515'CORNER, 6.7 M SOUTH DE5515'OF THE CENTER OF A PAVED ROAD LEADING EAST-WEST, 4.7 M WEST OF THE DE5515'EXTENDED CENTER OF DE5515'THE ROAD LEADING NORTH, 0.7 M EAST OF A UTILITY POLE, 0.7 M NORTHEAST DE5515'OF A WITNESS POST DE5515'AND FENCE, AND 0.2 M BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO DE5515'THE DATUM POINT IS DE5515'THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE DE5515'SPECIFICATIONS OF A CLASS DE5515'A MARK. THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' DE5515' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5538 *********************************************************************** DE5538 DESIGNATION - T 1005 DE5538 PID - DE5538 DE5538 COUNTRY - PUERTO RICO DE5538 USGS QUAD - DE5538 DE5538 *CURRENT SURVEY CONTROL DE5538 ___________________________________________________________________ DE5538* NAD 83(1986)- 18 27 30. (N) 067 04 39. (W) SCALED DE5538* PRVD02 - 141.364 (meters) 463.79 (feet) ADJUSTED DE5538 ___________________________________________________________________ DE5538 GEOID HEIGHT- -46.11 (meters) GEOID99 DE5538 DE5538 VERT ORDER - FIRST CLASS II DE5538 DE5538.The horizontal coordinates were scaled from a topographic map and have DE5538.an estimated accuracy of +/- 6 seconds. DE5538 DE5538.The orthometric height was determined by differential leveling DE5538.and adjusted by the National Geodetic Survey in April 2003. DE5538.No vertical observational check was made to the station. DE5538 DE5538.The geoid height was determined by GEOID99. DE5538 DE5538; North East Units Estimated Accuracy DE5538;SPC PRVI - 269,300. 131,960. MT (+/- 180 meters Scaled) DE5538 DE5538 SUPERSEDED SURVEY CONTROL DE5538 DE5538.No superseded survey control is available for this station. DE5538 DE5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA030419(NAD 83) DE5538_MARKER: F = FLANGE-ENCASED ROD DE5538_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5538_STAMPING: T 1005 2002 DE5538_MARK LOGO: NGS DE5538_PROJECTION: FLUSH DE5538_MAGNETIC: N = NO MAGNETIC MATERIAL DE5538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5538+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5538_ROD/PIPE-DEPTH: 3.1 meters DE5538_SLEEVE-DEPTH : 0.9 meters DE5538 DE5538 HISTORY - Date Condition Report By DE5538 HISTORY - 2002 MONUMENTED NGS DE5538 DE5538 STATION DESCRIPTION DE5538 DE5538'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5538'8.0 KM (4.95 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5538'STATE HIGHWAY 107 DE5538'IN AGUADILLA, 53.0 M EAST OF KILOMETER POST 117.7, 16.1 M EAST OF THE DE5538'CENTER OF A DRIVEWAY, DE5538'9.3 M NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, DE5538'1.7 M NORTH OF A DE5538'GUARDRAIL, 0.7 M SOUTH OF A WITNESS POST, 0.7 M BELOW THE LEVEL OF DE5538'THE HIGHWAY. DE5538'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' DE5538' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 TV1182 *********************************************************************** TV1182 DESIGNATION - TUNA TV1182 PID - TV1182 TV1182 COUNTRY - PUERTO RICO TV1182 USGS QUAD - TV1182 TV1182 *CURRENT SURVEY CONTROL TV1182 ___________________________________________________________________ TV1182* NAD 83(1997)- 18 29 33.83509(N) 066 38 24.56656(W) ADJUSTED TV1182* PRVD02 - 22.421 (meters) 73.56 (feet) ADJUSTED TV1182 ___________________________________________________________________ TV1182 X - 2,399,174.517 (meters) COMP TV1182 Y - -5,554,843.539 (meters) COMP TV1182 Z - 2,010,172.310 (meters) COMP TV1182 LAPLACE CORR- 1.12 (seconds) DEFLEC99 TV1182 ELLIP HEIGHT- -22.01 (meters) (05/12/97) GPS OBS TV1182 GEOID HEIGHT- -46.74 (meters) GEOID99 TV1182 TV1182 HORZ ORDER - B TV1182 VERT ORDER - FIRST CLASS II TV1182 ELLP ORDER - FOURTH CLASS II TV1182 TV1182.The horizontal coordinates were established by GPS observations TV1182.and adjusted by the National Geodetic Survey in May 1997. TV1182 TV1182.The orthometric height was determined by differential leveling TV1182.and adjusted by the National Geodetic Survey in April 2003. TV1182.No vertical observational check was made to the station. TV1182 TV1182.Photographs are available for this station. TV1182 TV1182.The X, Y, and Z were computed from the position and the ellipsoidal ht. TV1182 TV1182.The Laplace correction was computed from DEFLEC99 derived deflections. TV1182 TV1182.The ellipsoidal height was determined by GPS observations TV1182.and is referenced to NAD 83. TV1182 TV1182.The geoid height was determined by GEOID99. TV1182 TV1182; North East Units Scale Converg. TV1182;SPC PRVI - 272,996.083 178,157.857 MT 1.00000413 -0 03 53.0 TV1182;UTM 19 - 2,046,329.124 749,172.767 MT 1.00036762 +0 44 56.0 TV1182 TV1182: Primary Azimuth Mark Grid Az TV1182:SPC PRVI - PALMUS 2 097 46 07.1 TV1182:UTM 19 - PALMUS 2 096 57 18.1 TV1182 TV1182|---------------------------------------------------------------------| TV1182| PID Reference Object Distance Geod. Az | TV1182| dddmmss.s | TV1182| CE5693 TUNA RM 1 5.960 METERS 04215 | TV1182| TV1175 PALMUS 2 APPROX. 9.8 KM 0974214.1 | TV1182| TV1169 PLAZUELA SUGAR FACT CHIM USGS APPROX.11.1 KM 1064902.1 | TV1182| TV1184 ARECIBO PR CHEMICAL CO STACK APPROX. 7.1 KM 2330027.4 | TV1182| TV1186 ARECIBO CEN CAMBALACHE STACK APPROX. 7.7 KM 2370456.3 | TV1182| TV1187 CENTRAL CAMBALACHE USGS APPROX. 7.7 KM 2372528.0 | TV1182| TV1190 ARECIBO RAD STA WMIA SW MAST APPROX.11.3 KM 2472542.2 | TV1182| TV1189 ARECIBO CHURCH APPROX. 8.2 KM 2535811.3 | TV1182| TV1185 ARECIBO NAVAL RAD STA T MAST APPROX. 6.3 KM 2590117.7 | TV1182| CE5694 TUNA RM 2 4.950 METERS 26746 | TV1182|---------------------------------------------------------------------| TV1182 TV1182 SUPERSEDED SURVEY CONTROL TV1182 TV1182 NAD 83(1993)- 18 29 33.83260(N) 066 38 24.57617(W) AD( ) B TV1182 ELLIP HT - -21.92 (m) (01/15/97) GP( ) 5 2 TV1182 NAD 83(1993)- 18 29 33.83274(N) 066 38 24.57630(W) AD( ) 2 TV1182 NAD 83(1986)- 18 29 33.80580(N) 066 38 24.55733(W) AD( ) 2 TV1182 PR - 18 29 41.00735(N) 066 38 25.92949(W) AD( ) 2 TV1182 TV1182.Superseded values are not recommended for survey control. TV1182.NGS no longer adjusts projects to the PR datum. TV1182.See file dsdata.txt to determine how the superseded data were derived. TV1182 TV1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA4917346329(NAD 83) TV1182_MARKER: B = BOLT TV1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT TV1182_MAGNETIC: N = NO MAGNETIC MATERIAL TV1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO TV1182+STABILITY: SURFACE MOTION TV1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR TV1182+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002 TV1182 TV1182 HISTORY - Date Condition Report By TV1182 HISTORY - 1901 MONUMENTED CGS TV1182 HISTORY - 1946 SEE DESCRIPTION USE TV1182 HISTORY - 1966 SEE DESCRIPTION CGS TV1182 HISTORY - 19951111 GOOD ANDREG TV1182 HISTORY - 20020405 GOOD INDIV TV1182 HISTORY - 20020602 GOOD NGS TV1182 TV1182 STATION DESCRIPTION TV1182 TV1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (JN) TV1182'THIS STATION IS SITUATED 3 MILES E OF ARECIBO, AND ABOUT 2 MILES TV1182'E OF ARECIBO LIGHTHOUSE. IT IS UPON THE HIGHEST OF A SERIES OF TV1182'8 CORAL ISLANDS AND POINTS IN THIS VICINITY. THE ROCK IS CALLED TV1182'LAS TUNAS OWING TO THE PLANT THAT GROWS HERE. THE WAVES HAVE TV1182'PERFORATED THE UNDER PART OF THE POINT LEAVING AN IMMENSE ARCH. TV1182' TV1182'THE STATION IS ON THE HIGHEST PART OF THE POINT AND IS MARKED BY TV1182'THE CENTER OF A BRASS BOLT SET INTO A BED OF CEMENT AND FLUSH TV1182'WITH ITS TOP SURFACE. TV1182 TV1182 STATION RECOVERY (1946) TV1182 TV1182'RECOVERY NOTE BY US ENGINEERS 1946 TV1182'LETTER FROM MR. E.G. RUBIO, HQ. ANTILLES DEPARTMENT, OFFICE OF TV1182'DEPT. ENGR., A.P.O. 851, C/O P.M., MIAMI, FLORIDA, DATED OCTOBER TV1182'30, 1946-- TV1182' TV1182'HOLE AND LEAD FOUND. IRON BAR REPLACED. TV1182 TV1182 STATION RECOVERY (1966) TV1182 TV1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJL) TV1182'THE STATION MARK WAS FOUND AND IN GOOD CONDITION. REFERENCE TV1182'MARKS 1 AND 2 WERE ESTABLISHED AT THIS DATE. TV1182' TV1182'A NEW DESCRIPTION FOLLOWS-- TV1182' TV1182'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF ARECIBO, TV1182'4-1/2 MILES EAST-NORTHEAST OF THE ARECIBO LIGHTHOUSE, 3-1/2 MILES TV1182'NORTH OF HIGHWAY 2 AND ON A HIGH AND ROCKY POINT THAT IS LOCALLY TV1182'KNOWN AS LAS TUNAS. THE WAVES HAVE PERFORATED THE UNDER PART TV1182'OF THE POINT LEAVING AN IMMENSE ARCH. TV1182' TV1182'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 2 AND 10 TV1182'IN THE EAST PART OF ARECIBO, GO EAST ON HIGHWAY 2 FOR 0.7 MILE TV1182'TO A Y-FORK. TAKE THE LEFT FORK AND GO EAST ON A PAVED ROAD FOR TV1182'0.25 MILES TO A CROSSROADS. CONTINUE EAST AND NORTH ON THE TV1182'PAVED ROAD FOR 0.8 MILE TO A T-ROAD JUST AFTER CROSSING A TV1182'CONCRETE BRIDGE. TURN RIGHT AND GO EAST ON A PAVED ROAD FOR TV1182'4.05 MILES TO A SIDE ROAD ON THE LEFT AT KILOMETER POST 16.6. TV1182'TURN LEFT AND GO NORTH ON A SAND ROAD FOR 0.1 MILE TO THE TV1182'BASE OF A ROCKY POINT AND THE END OF TRUCK TRAVEL. PACK TV1182'NORTH FOR ABOUT 50 YARDS TO THE HIGHEST POINT OF THE ROCKY TV1182'POINT AND THE STATION. TV1182' TV1182'THE STATION MARK IS A 1/2-INCH SQUARE IRON ROD, SET IN A 12-INCH TV1182'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES AND IS INSCRIBED TV1182'U H A EGR OCTOBER 18 1901. NOTE--DESC. TV1182' TV1182'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TUNA NO 1 1901, TV1182'CEMENTED IN A DRILL HOLE IN THE LARGE ROCK WHICH FORMS THE TV1182'POINT. IT IS ON THE EAST SLOPE AND IS 2 FEET LOWER THAN THE TV1182'STATION MARK. NOTE--12A TV1182' TV1182'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TUNA NO 2 1901, TV1182'CEMENTED IN A DRILL HOLE IN THE LARGE ROCK WHICH FORMS THE TV1182'POINT. IT IS ON THE WEST SLOPE AND IS 3 FEET LOWER THAN THE TV1182'STATION MARK. NOTE--12A TV1182' TV1182'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK. TV1182' TV1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN TV1182'6 MILES EAST-NORTHEAST OF ARECIBO. TV1182 TV1182 STATION RECOVERY (1995) TV1182 TV1182'RECOVERY NOTE BY ANDREGG INCORPORATED 1995 (MJB) TV1182'RECOVERED AS DESCRIBED THE STATION IS WITNESSED BY A 3-1/4 INCH BRASS TV1182'CAP STAMPED CENTRO DE RECAUDACION DE INGRESSOS MINICIPALES, PUERTO TV1182'RICO GPS CONTROL, C.R.I.M., UNLAWFUL TO DISTURB, TUNA, CEMENTED TV1182'HORIZONTALLY INTO A DRILL HOLE IN THE EAST SIDE OF THE 12 INCH TV1182'CONCRETE BLOCK. TV1182 TV1182 STATION RECOVERY (2002) TV1182 TV1182'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LAM) TV1182'HI. ON 4,5,2002 WE VISITED STATION TUNA PID TV1182 WE FOUND THE TV1182'ORIGINAL MONUMENT FROM 1901 BUT THE WITNESS MARK ON THE EAST FACE OF TV1182'THE CONCRETE MONUMENT PLACED BY ANDREGG INCORPORATED ON 1995 WAS TV1182'MISSING. THIS MARK WAS PLACED AT THE TIME THE STATION WAS CONVERTED TO TV1182'DE PUERTO RICO B ORDER NETWORK. TV1182'THANKS TV1182'LUIS A. MALDONADO TV1182'PROFESSIONAL LAND SURVEYOR TV1182'LICENSE 16773 TV1182 TV1182 STATION RECOVERY (2002) TV1182 TV1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) TV1182'8.1 KM (5.05 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF TV1182'STATE HIGHWAY 2 IN TV1182'ARECIBO, THENCE 0.2 KM (0.1 MI) NORTHERLY ALONG A DRIVEWAY THROUGH A TV1182'GATE TO ANOTHER TV1182'GATE AND HOUSE WITH A SIGN (SAN VINCENTE) AND THE END OF VEHICLE TV1182'TRAVEL, PACK ABOUT 100 TV1182'M EAST ALONG A TRAIL TO THE BEACH , THEN PACK ABOUT 190 M NORTH AND TV1182'THEN WEST ACROSS TV1182'THE BEACH AND ON A CORAL OUTCROP TO THE HIGHEST POINT CALLED PUNTA LAS TV1182'TUNAS, THE TV1182'MARK IS A BOLT IN A 2-INCH SQUARE CONCRETE POST CONNECTED TO THE CORAL TV1182'ROCK, THE TV1182'CONCRETE POST PROJECTS 0.2 M ABOVE THE ROCK SURFACE. NOTE--THE MARK TV1182'IS ON PROPERTY TV1182'OWNED BY THE STATE BUT YOU MUST CROSS PRIVATE PROPERTY. CONTACT LIC TV1182'RAFAEL CARDONA TV1182'CAMPAS, P.O. BOX 1802, ARECIBO, PR 00613. TV1182' TV1182' TV1182' TV1182' TV1182' TV1182' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5480 *********************************************************************** DE5480 DESIGNATION - U 1002 DE5480 PID - DE5480 DE5480 COUNTRY - PUERTO RICO DE5480 USGS QUAD - DE5480 DE5480 *CURRENT SURVEY CONTROL DE5480 ___________________________________________________________________ DE5480* NAD 83(1986)- 18 25 35. (N) 066 18 20. (W) SCALED DE5480* PRVD02 - 52.438 (meters) 172.04 (feet) ADJUSTED DE5480 ___________________________________________________________________ DE5480 GEOID HEIGHT- -44.58 (meters) GEOID99 DE5480 DE5480 VERT ORDER - FIRST CLASS II DE5480 DE5480.The horizontal coordinates were scaled from a topographic map and have DE5480.an estimated accuracy of +/- 6 seconds. DE5480 DE5480.The orthometric height was determined by differential leveling DE5480.and adjusted by the National Geodetic Survey in April 2003. DE5480.No vertical observational check was made to the station. DE5480 DE5480.The geoid height was determined by GEOID99. DE5480 DE5480; North East Units Estimated Accuracy DE5480;SPC PRVI - 265,650. 213,500. MT (+/- 180 meters Scaled) DE5480 DE5480 SUPERSEDED SURVEY CONTROL DE5480 DE5480.No superseded survey control is available for this station. DE5480 DE5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA846394(NAD 83) DE5480_MARKER: DV = VERTICAL CONTROL DISK DE5480_SETTING: 66 = SET IN ROCK OUTCROP DE5480_STAMPING: U 1002 2002 DE5480_MARK LOGO: NGS DE5480_MAGNETIC: N = NO MAGNETIC MATERIAL DE5480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5480+STABILITY: POSITION/ELEVATION WELL DE5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5480+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5480 DE5480 HISTORY - Date Condition Report By DE5480 HISTORY - 2002 MONUMENTED NGS DE5480 DE5480 STATION DESCRIPTION DE5480 DE5480'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5480'22.7 KM (14.1 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5480'STATE HIGHWAY 2 IN SAN JUAN, NEAR THE EAST END OF A 4 BY 10-FOOT DE5480'EXPOSED ROCK OUTCROP, 53.5 M WEST OF KILOMETER POST 28.2, 19.8 M NORTH DE5480'OF THE WESTBOUND HIGHWAY CENTERLINE, 11.1 M EAST OF THE EAST EDGE OF A DE5480'ROAD OVERPASS OF THE HIGHWAY, 5.3 M SOUTH OF A CHAIN-LINK FENCE, AND DE5480'2.5 M ABOVE THE LEVEL OF THE HIGHWAY. DE5480'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5498 *********************************************************************** DE5498 DESIGNATION - U 1003 DE5498 PID - DE5498 DE5498 COUNTRY - PUERTO RICO DE5498 USGS QUAD - DE5498 DE5498 *CURRENT SURVEY CONTROL DE5498 ___________________________________________________________________ DE5498* NAD 83(1986)- 18 29 23. (N) 066 35 58. (W) SCALED DE5498* PRVD02 - 8.489 (meters) 27.85 (feet) ADJUSTED DE5498 ___________________________________________________________________ DE5498 GEOID HEIGHT- -46.59 (meters) GEOID99 DE5498 DE5498 VERT ORDER - FIRST CLASS II DE5498 DE5498.The horizontal coordinates were scaled from a topographic map and have DE5498.an estimated accuracy of +/- 6 seconds. DE5498 DE5498.The orthometric height was determined by differential leveling DE5498.and adjusted by the National Geodetic Survey in April 2003. DE5498.No vertical observational check was made to the station. DE5498 DE5498.The geoid height was determined by GEOID99. DE5498 DE5498; North East Units Estimated Accuracy DE5498;SPC PRVI - 272,660. 182,460. MT (+/- 180 meters Scaled) DE5498 DE5498 SUPERSEDED SURVEY CONTROL DE5498 DE5498.No superseded survey control is available for this station. DE5498 DE5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA534460(NAD 83) DE5498_MARKER: DV = VERTICAL CONTROL DISK DE5498_SETTING: 66 = SET IN ROCK OUTCROP DE5498_STAMPING: U 1003 2002 DE5498_MARK LOGO: NGS DE5498_MAGNETIC: N = NO MAGNETIC MATERIAL DE5498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5498+STABILITY: POSITION/ELEVATION WELL DE5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5498+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5498 DE5498 HISTORY - Date Condition Report By DE5498 HISTORY - 2002 MONUMENTED NGS DE5498 DE5498 STATION DESCRIPTION DE5498 DE5498'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5498'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION DE5498'OF STATE HIGHWAY 140 IN BARCELONETA, THENCE 5.0 KM (3.1 MI) WESTERLY DE5498'ALONG STATE HIGHWAY 681, NEAR THE CENTER OF A 3 BY 48-FOOT EXPOSED DE5498'ROCK LEDGE, 19.3 M WEST OF THE CENTER OF A DRIVEWAY, 6.7 M EAST OF A DE5498'PROPERTY BOUNDARY POST, 6.0 M EAST OF THE EXTENDED CENTER OF DRIVEWAY DE5498'LEADING TO HOUSE NUMBER 11342, 3.8 M SOUTH OF THE HIGHWAY CENTER, 0.7 DE5498'M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M SOUTH OF A WITNESS POST. DE5498'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5516 *********************************************************************** DE5516 DESIGNATION - U 1004 DE5516 PID - DE5516 DE5516 COUNTRY - PUERTO RICO DE5516 USGS QUAD - DE5516 DE5516 *CURRENT SURVEY CONTROL DE5516 ___________________________________________________________________ DE5516* NAD 83(1986)- 18 29 25. (N) 066 48 41. (W) SCALED DE5516* PRVD02 - 9.241 (meters) 30.32 (feet) ADJUSTED DE5516 ___________________________________________________________________ DE5516 GEOID HEIGHT- -46.81 (meters) GEOID99 DE5516 DE5516 VERT ORDER - FIRST CLASS II DE5516 DE5516.The horizontal coordinates were scaled from a topographic map and have DE5516.an estimated accuracy of +/- 6 seconds. DE5516 DE5516.The orthometric height was determined by differential leveling DE5516.and adjusted by the National Geodetic Survey in April 2003. DE5516.No vertical observational check was made to the station. DE5516 DE5516.The geoid height was determined by GEOID99. DE5516 DE5516; North East Units Estimated Accuracy DE5516;SPC PRVI - 272,750. 160,070. MT (+/- 180 meters Scaled) DE5516 DE5516 SUPERSEDED SURVEY CONTROL DE5516 DE5516.No superseded survey control is available for this station. DE5516 DE5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA310458(NAD 83) DE5516_MARKER: F = FLANGE-ENCASED ROD DE5516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5516_STAMPING: U 1004 2002 DE5516_MARK LOGO: NGS DE5516_PROJECTION: FLUSH DE5516_MAGNETIC: I = MARKER IS A STEEL ROD DE5516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5516+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5516_ROD/PIPE-DEPTH: 7.2 meters DE5516_SLEEVE-DEPTH : 0.9 meters DE5516 DE5516 HISTORY - Date Condition Report By DE5516 HISTORY - 2002 MONUMENTED NGS DE5516 DE5516 STATION DESCRIPTION DE5516 DE5516'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5516'3.5 KM (2.2 MI) WESTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5516'STATE HIGHWAY 22 IN DE5516'CARRIZALES, NEAR THE CENTER OF AN ISLAND WITH A MONUMENT (GANADERO DE5516'PRODECOR DE DE5516'LECHE), 21.5 M EAST OF THE NORTHBOUND LANES OF STATE HIGHWAY 119, 18.5 DE5516'M NORTH OF THE DE5516'CENTER OF THE WESTBOUND HIGHWAY, 11.8 M EAST-NORTHEAST OF A UTILITY DE5516'POLE WITH A DE5516'TRANSFORMER, 8.4 M NORTH-NORTHEAST OF A UTILITY POLE, 7.4 M SOUTH OF DE5516'THE CENTER OF DE5516'STATE HIGHWAY 119 CONNECTOR FROM WESTBOUND STATE HIGHWAY 2, 5.4 M WEST DE5516'OF THE DE5516'NORTHWEST CORNER OF THE BASE OF THE MONUMENT, 1.8 M WEST OF A WITNESS DE5516'POST, AND 0.3 M DE5516'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS DE5516'THROUGH A 5-INCH DE5516'LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A DE5516'CLASS A MARK. THE DE5516'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5516' DE5516' DE5516' DE5516' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5539 *********************************************************************** DE5539 DESIGNATION - U 1005 DE5539 PID - DE5539 DE5539 COUNTRY - PUERTO RICO DE5539 USGS QUAD - DE5539 DE5539 *CURRENT SURVEY CONTROL DE5539 ___________________________________________________________________ DE5539* NAD 83(1986)- 18 27 19. (N) 067 05 30. (W) SCALED DE5539* PRVD02 - 147.903 (meters) 485.25 (feet) ADJUSTED DE5539 ___________________________________________________________________ DE5539 GEOID HEIGHT- -46.08 (meters) GEOID99 DE5539 DE5539 VERT ORDER - FIRST CLASS II DE5539 DE5539.The horizontal coordinates were scaled from a topographic map and have DE5539.an estimated accuracy of +/- 6 seconds. DE5539 DE5539.The orthometric height was determined by differential leveling DE5539.and adjusted by the National Geodetic Survey in April 2003. DE5539.No vertical observational check was made to the station. DE5539 DE5539.The geoid height was determined by GEOID99. DE5539 DE5539; North East Units Estimated Accuracy DE5539;SPC PRVI - 268,960. 130,460. MT (+/- 180 meters Scaled) DE5539 DE5539 SUPERSEDED SURVEY CONTROL DE5539 DE5539.No superseded survey control is available for this station. DE5539 DE5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA015416(NAD 83) DE5539_MARKER: F = FLANGE-ENCASED ROD DE5539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5539_STAMPING: U 1005 2002 DE5539_MARK LOGO: NGS DE5539_PROJECTION: FLUSH DE5539_MAGNETIC: N = NO MAGNETIC MATERIAL DE5539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5539+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5539_ROD/PIPE-DEPTH: 6.5 meters DE5539_SLEEVE-DEPTH : 0.9 meters DE5539 DE5539 HISTORY - Date Condition Report By DE5539 HISTORY - 2002 MONUMENTED NGS DE5539 DE5539 STATION DESCRIPTION DE5539 DE5539'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5539'6.4 KM (4.0 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5539'STATE HIGHWAY 107 DE5539'IN AGUADILLA, IN A SMALL PARK BETWEEN STATE HIGHWAYS 2 AND 110, 42.5 DE5539'M SOUTH OF THE DE5539'CENTER OF STATE HIGHWAY 110 AND THE WESTBOUND CONNECTOR FROM HIGHWAY DE5539'2, 14.1 M DE5539'NORTH OF THE CENTERLINE OF WESTBOUND HIGHWAY 2, 9.6 M NORTHEAST OF DE5539'KILOMETER POST DE5539'119.2, 8.6 M SOUTHWEST OF A PARK LIGHT, 8.0 M SOUTH OF THE CENTER OF A DE5539'SIDEWALK, 7.5 M DE5539'SOUTHEAST OF A PARK LIGHT, 5.4 M NORTH OF WITNESS POST, A PARK DE5539'BOUNDARY POST AND THE DE5539'NORTH EDGE OF A SIDEWALK, 0.3 M BELOW THE LEVEL OF THE HIGHWAY. DE5539'NOTE--THE MARK IS ON DE5539'THE HIGHWAY RIGHT-OF-WAY. DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' DE5539' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5596 *********************************************************************** DE5596 DESIGNATION - V 1002 DE5596 PID - DE5596 DE5596 COUNTRY - PUERTO RICO DE5596 USGS QUAD - DE5596 DE5596 *CURRENT SURVEY CONTROL DE5596 ___________________________________________________________________ DE5596* NAD 83(1986)- 18 25 28. (N) 066 18 47. (W) SCALED DE5596* PRVD02 - 60.877 (meters) 199.73 (feet) ADJUSTED DE5596 ___________________________________________________________________ DE5596 GEOID HEIGHT- -44.53 (meters) GEOID99 DE5596 DE5596 VERT ORDER - FIRST CLASS II DE5596 DE5596.The horizontal coordinates were scaled from a topographic map and have DE5596.an estimated accuracy of +/- 6 seconds. DE5596 DE5596.The orthometric height was determined by differential leveling DE5596.and adjusted by the National Geodetic Survey in April 2003. DE5596.No vertical observational check was made to the station. DE5596 DE5596.The geoid height was determined by GEOID99. DE5596 DE5596; North East Units Estimated Accuracy DE5596;SPC PRVI - 265,430. 212,710. MT (+/- 180 meters Scaled) DE5596 DE5596 SUPERSEDED SURVEY CONTROL DE5596 DE5596.No superseded survey control is available for this station. DE5596 DE5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA838392(NAD 83) DE5596_MARKER: DD = SURVEY DISK DE5596_SETTING: 38 = BRIDGE ABUTMENT DE5596_STAMPING: V 1002 DE5596_MARK LOGO: PRDT DE5596_MAGNETIC: N = NO MAGNETIC MATERIAL DE5596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5596+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002 DE5596 DE5596 HISTORY - Date Condition Report By DE5596 HISTORY - UNK MONUMENTED PRDT DE5596 HISTORY - 20020402 GOOD NGS DE5596 DE5596 STATION DESCRIPTION DE5596 DE5596'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5596'23.6 KM (14.65) MI WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5596'OF STATE HIGHWAY 2 DE5596'IN SAN JUAN, IN TOP OF AND 0.8 M SOUTH OF THE NORTH END OF THE WEST DE5596'CONCRETE ABUTMENT DE5596'OF THE HIGHWAY BRIDGE SPANNING A CREEK, 6.9 M NORTH OF THE CENTERLINE DE5596'OF THE DE5596'WESTBOUND HIGHWAY, 5.5 M WEST OF THE WEST END OF THE BRIDGE DECK, 0.6 DE5596'M EAST OF THE DE5596'WEST EDGE OF A CONCRETE GUARDRAIL, AND 0.3 M BELOW THE LEVEL OF THE DE5596'HIGHWAY. NOTE--THE DE5596'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5596'NOTE--V 1002 WAS STAMPED IN DISK FOR 2002 SURVEY. DE5596' DE5596' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5497 *********************************************************************** DE5497 DESIGNATION - V 1003 DE5497 PID - DE5497 DE5497 COUNTRY - PUERTO RICO DE5497 USGS QUAD - DE5497 DE5497 *CURRENT SURVEY CONTROL DE5497 ___________________________________________________________________ DE5497* NAD 83(1986)- 18 29 12. (N) 066 35 35. (W) SCALED DE5497* PRVD02 - 7.039 (meters) 23.09 (feet) ADJUSTED DE5497 ___________________________________________________________________ DE5497 GEOID HEIGHT- -46.50 (meters) GEOID99 DE5497 DE5497 VERT ORDER - FIRST CLASS II DE5497 DE5497.The horizontal coordinates were scaled from a topographic map and have DE5497.an estimated accuracy of +/- 6 seconds. DE5497 DE5497.The orthometric height was determined by differential leveling DE5497.and adjusted by the National Geodetic Survey in April 2003. DE5497.No vertical observational check was made to the station. DE5497 DE5497.The geoid height was determined by GEOID99. DE5497 DE5497; North East Units Estimated Accuracy DE5497;SPC PRVI - 272,320. 183,130. MT (+/- 180 meters Scaled) DE5497 DE5497 SUPERSEDED SURVEY CONTROL DE5497 DE5497.No superseded survey control is available for this station. DE5497 DE5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA541457(NAD 83) DE5497_MARKER: F = FLANGE-ENCASED ROD DE5497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5497_STAMPING: V 1003 2002 DE5497_MARK LOGO: NGS DE5497_PROJECTION: FLUSH DE5497_MAGNETIC: I = MARKER IS A STEEL ROD DE5497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5497+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5497_ROD/PIPE-DEPTH: 3.2 meters DE5497_SLEEVE-DEPTH : 0.9 meters DE5497 DE5497 HISTORY - Date Condition Report By DE5497 HISTORY - 2002 MONUMENTED NGS DE5497 DE5497 STATION DESCRIPTION DE5497 DE5497'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5497'5.9 KM (3.65 MI) NORTHERLY ALONG STATE HIGHWAY 684 FROM THE JUNCTION DE5497'OF STATE HIGHWAY 140 IN BARCELONETA, THENCE 4.2 KM (2.6 MI) WESTERLY DE5497'ALONG STATE HIGHWAY 681, 39.9 M SOUTH OF THE HIGHWAY CENTER, 6.6 M DE5497'SOUTH OF THE CENTER OF A ROAD, 5.2 M WEST OF THE CENTER OF A ROAD, 1.0 DE5497'M SOUTH OF A FENCE CORNER, 0.6 M NORTHEAST OF A WITNESS POST, 0.5 M DE5497'EAST OF A WITNESS POST AND FENCE, AND 0.3 M ABOVE THE LEVEL OF THE DE5497'ROADS. DE5497'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5497'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5497'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5517 *********************************************************************** DE5517 DESIGNATION - V 1004 DE5517 PID - DE5517 DE5517 COUNTRY - PUERTO RICO DE5517 USGS QUAD - DE5517 DE5517 *CURRENT SURVEY CONTROL DE5517 ___________________________________________________________________ DE5517* NAD 83(1986)- 18 29 08. (N) 066 49 27. (W) SCALED DE5517* PRVD02 - 6.349 (meters) 20.83 (feet) ADJUSTED DE5517 ___________________________________________________________________ DE5517 GEOID HEIGHT- -46.70 (meters) GEOID99 DE5517 DE5517 VERT ORDER - FIRST CLASS II DE5517 DE5517.The horizontal coordinates were scaled from a topographic map and have DE5517.an estimated accuracy of +/- 6 seconds. DE5517 DE5517.The orthometric height was determined by differential leveling DE5517.and adjusted by the National Geodetic Survey in April 2003. DE5517.No vertical observational check was made to the station. DE5517 DE5517.The geoid height was determined by GEOID99. DE5517 DE5517; North East Units Estimated Accuracy DE5517;SPC PRVI - 272,230. 158,720. MT (+/- 180 meters Scaled) DE5517 DE5517 SUPERSEDED SURVEY CONTROL DE5517 DE5517.No superseded survey control is available for this station. DE5517 DE5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA297452(NAD 83) DE5517_MARKER: DV = VERTICAL CONTROL DISK DE5517_SETTING: 66 = SET IN ROCK OUTCROP DE5517_STAMPING: V 1004 2002 DE5517_MARK LOGO: NGS DE5517_MAGNETIC: N = NO MAGNETIC MATERIAL DE5517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5517+STABILITY: POSITION/ELEVATION WELL DE5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5517+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5517 DE5517 HISTORY - Date Condition Report By DE5517 HISTORY - 2002 MONUMENTED NGS DE5517 DE5517 STATION DESCRIPTION DE5517 DE5517'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5517'13.4 KM (8.3 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5517'STATE HIGHWAY 485 DE5517'IN QUEBRADILLAS, IN A 2 BY 3-FOOT AREA OF EXPOSED BEDROCK NEAR THE DE5517'EAST END OF A HIGHWAY DE5517'CUT, 44.5 M WEST OF THE CENTER OF STATE HIGHWAY 130, 29.5 M EAST OF DE5517'KILOMETER POST87.8, DE5517'12.5 M NORTH OF THE CENTER OF THE WESTBOUND HIGHWAY, 4.8 M WEST OF THE DE5517'EAST END OF THE DE5517'CUT, 1.6 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M WEST OF A WITNESS DE5517'POST. NOTE--THE DE5517'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5517' DE5517' DE5517' DE5517' DE5517' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5540 *********************************************************************** DE5540 DESIGNATION - V 1005 DE5540 PID - DE5540 DE5540 COUNTRY - PUERTO RICO DE5540 USGS QUAD - DE5540 DE5540 *CURRENT SURVEY CONTROL DE5540 ___________________________________________________________________ DE5540* NAD 83(1986)- 18 27 05. (N) 067 06 17. (W) SCALED DE5540* PRVD02 - 147.029 (meters) 482.38 (feet) ADJUSTED DE5540 ___________________________________________________________________ DE5540 GEOID HEIGHT- -46.04 (meters) GEOID99 DE5540 DE5540 VERT ORDER - FIRST CLASS II DE5540 DE5540.The horizontal coordinates were scaled from a topographic map and have DE5540.an estimated accuracy of +/- 6 seconds. DE5540 DE5540.The orthometric height was determined by differential leveling DE5540.and adjusted by the National Geodetic Survey in April 2003. DE5540.No vertical observational check was made to the station. DE5540 DE5540.The geoid height was determined by GEOID99. DE5540 DE5540; North East Units Estimated Accuracy DE5540;SPC PRVI - 268,540. 129,080. MT (+/- 180 meters Scaled) DE5540 DE5540 SUPERSEDED SURVEY CONTROL DE5540 DE5540.No superseded survey control is available for this station. DE5540 DE5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA001411(NAD 83) DE5540_MARKER: DV = VERTICAL CONTROL DISK DE5540_SETTING: 66 = SET IN ROCK OUTCROP DE5540_STAMPING: V 1005 2002 DE5540_MARK LOGO: NGS DE5540_MAGNETIC: N = NO MAGNETIC MATERIAL DE5540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5540+STABILITY: POSITION/ELEVATION WELL DE5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5540+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5540 DE5540 HISTORY - Date Condition Report By DE5540 HISTORY - 2002 MONUMENTED NGS DE5540 DE5540 STATION DESCRIPTION DE5540 DE5540'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5540'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5540'STATE HIGHWAY 107 DE5540'IN AGUADILLA, SET IN A ROCK LEDGE NEAR THE CENTER OF A HIGHWAY CUT, DE5540'50.0 M WEST OF DE5540'KILOMETER POST 120.5, 15.0 M WEST OF THE EAST END OF THE CUT, 13.5 M DE5540'EAST OF THE CENTER OF DE5540'A DRIVEWAY LEADING TO HOUSE NUMBER 46637, 10.2 M EAST OF THE WEST END DE5540'OF THE CUT, 9.0 M DE5540'NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 1.1 M WEST OF A DE5540'WITNESS POST, 0.9 M DE5540'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY DE5540'RIGHT-OF-WAY. DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' DE5540' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5545 *********************************************************************** DE5545 DESIGNATION - VELEZ DE5545 PID - DE5545 DE5545 COUNTRY - PUERTO RICO DE5545 USGS QUAD - DE5545 DE5545 *CURRENT SURVEY CONTROL DE5545 ___________________________________________________________________ DE5545* NAD 83(1986)- 18 26 48. (N) 067 08 49. (W) SCALED DE5545* PRVD02 - 134.320 (meters) 440.68 (feet) ADJUSTED DE5545 ___________________________________________________________________ DE5545 GEOID HEIGHT- -46.11 (meters) GEOID99 DE5545 DE5545 VERT ORDER - FIRST CLASS II DE5545 DE5545.The horizontal coordinates were scaled from a topographic map and have DE5545.an estimated accuracy of +/- 6 seconds. DE5545 DE5545.The orthometric height was determined by differential leveling DE5545.and adjusted by the National Geodetic Survey in April 2003. DE5545.No vertical observational check was made to the station. DE5545 DE5545.The geoid height was determined by GEOID99. DE5545 DE5545; North East Units Estimated Accuracy DE5545;SPC PRVI - 268,030. 124,620. MT (+/- 180 meters Scaled) DE5545 DE5545 SUPERSEDED SURVEY CONTROL DE5545 DE5545.No superseded survey control is available for this station. DE5545 DE5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA956406(NAD 83) DE5545_MARKER: DV = VERTICAL CONTROL DISK DE5545_SETTING: 66 = SET IN ROCK OUTCROP DE5545_STAMPING: VELEZ 2002 DE5545_MARK LOGO: NGS DE5545_MAGNETIC: N = NO MAGNETIC MATERIAL DE5545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5545+STABILITY: POSITION/ELEVATION WELL DE5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5545+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5545 DE5545 HISTORY - Date Condition Report By DE5545 HISTORY - 2002 MONUMENTED NGS DE5545 DE5545 STATION DESCRIPTION DE5545 DE5545'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5545'0.1 KM (0.05 MI) WESTERLY ALONG STATE HIGHWAY 107 FROM THE JUNCTION DE5545'OF STATE HIGHWAY 2 DE5545'IN AGUADILLA, SET IN A 1 BY 2-FOOT AREA OF OUTCROPPING BEDROCK NEAR DE5545'THE CENTER OF A DE5545'ROADSIDE PARK, 31.8 M SOUTH OF THE CENTER OF A STREET, 31.7 M DE5545'SOUTHWEST OF A UTILITY POLE DE5545'28.9 M NORTHEAST THE CENTER OF A CONNECTING ROAD FROM THE HIGHWAY DE5545'LEADING DE5545'TO STATE HIGHWAY 107, 18.8 M SOUTHEAST OF A UTILITY POLE, 17.0 M EAST DE5545'OF THE CENTER OF A DE5545'SIDEWALK, 11.4 M WEST OF THE CENTER OF A SIDEWALK, 11.1 M SOUTH OF THE DE5545'CENTER OF A DE5545'SIDEWALK, 7.3 M NORTHEAST OF THE CENTER OF A SIDEWALK, AND 0.4 M BELOW DE5545'THE LEVEL OF THE DE5545'ROAD. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' DE5545' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5597 *********************************************************************** DE5597 DESIGNATION - W 1002 DE5597 PID - DE5597 DE5597 COUNTRY - PUERTO RICO DE5597 USGS QUAD - DE5597 DE5597 *CURRENT SURVEY CONTROL DE5597 ___________________________________________________________________ DE5597* NAD 83(1986)- 18 25 36. (N) 066 19 40. (W) SCALED DE5597* PRVD02 - 63.861 (meters) 209.52 (feet) ADJUSTED DE5597 ___________________________________________________________________ DE5597 GEOID HEIGHT- -44.58 (meters) GEOID99 DE5597 DE5597 VERT ORDER - FIRST CLASS II DE5597 DE5597.The horizontal coordinates were scaled from a topographic map and have DE5597.an estimated accuracy of +/- 6 seconds. DE5597 DE5597.The orthometric height was determined by differential leveling DE5597.and adjusted by the National Geodetic Survey in April 2003. DE5597.No vertical observational check was made to the station. DE5597 DE5597.The geoid height was determined by GEOID99. DE5597 DE5597; North East Units Estimated Accuracy DE5597;SPC PRVI - 265,670. 211,150. MT (+/- 180 meters Scaled) DE5597 DE5597 SUPERSEDED SURVEY CONTROL DE5597 DE5597.No superseded survey control is available for this station. DE5597 DE5597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA822394(NAD 83) DE5597_MARKER: DD = SURVEY DISK DE5597_SETTING: 38 = BRIDGE ABUTMENT DE5597_STAMPING: W 1002 DE5597_MARK LOGO: PRDT DE5597_MAGNETIC: N = NO MAGNETIC MATERIAL DE5597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5597+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002 DE5597 DE5597 HISTORY - Date Condition Report By DE5597 HISTORY - UNK MONUMENTED PRDT DE5597 HISTORY - 20020402 GOOD NGS DE5597 DE5597 STATION DESCRIPTION DE5597 DE5597'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5597'25.1 KM (15.6 MI) WESTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5597'HIGHWAY 2 IN SAN DE5597'JUAN, IN TOP OF AND 0.9 M SOUTH OF THE NORTH END OF THE WEST CONCRETE DE5597'ABUTMENT OF THE DE5597'WESTBOUND HIGHWAY SPANNING A CREEK, 28.4 M EAST OF KILOMETER POST DE5597'30.7, 6.7 M NORTH OF DE5597'THE CENTERLINE OF THE WESTBOUND HIGHWAY, 5.3 M WEST OF THE BRIDGE DE5597'DECK, 0.7 M EAST OF DE5597'THE WEST EDGE OF THE ABUTMENT, AND 0,.2 M BELOW THE LEVEL OF THE DE5597'HIGHWAY. NOTE--THE DE5597'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5597'NOTE--W 1002 WAS STAMPED IN DISK FOR THE 2002 SURVEY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5499 *********************************************************************** DE5499 DESIGNATION - W 1003 DE5499 PID - DE5499 DE5499 COUNTRY - PUERTO RICO DE5499 USGS QUAD - DE5499 DE5499 *CURRENT SURVEY CONTROL DE5499 ___________________________________________________________________ DE5499* NAD 83(1986)- 18 29 32. (N) 066 36 57. (W) SCALED DE5499* PRVD02 - 5.274 (meters) 17.30 (feet) ADJUSTED DE5499 ___________________________________________________________________ DE5499 GEOID HEIGHT- -46.69 (meters) GEOID99 DE5499 DE5499 VERT ORDER - FIRST CLASS II DE5499 DE5499.The horizontal coordinates were scaled from a topographic map and have DE5499.an estimated accuracy of +/- 6 seconds. DE5499 DE5499.The orthometric height was determined by differential leveling DE5499.and adjusted by the National Geodetic Survey in April 2003. DE5499.No vertical observational check was made to the station. DE5499 DE5499.The geoid height was determined by GEOID99. DE5499 DE5499; North East Units Estimated Accuracy DE5499;SPC PRVI - 272,940. 180,730. MT (+/- 180 meters Scaled) DE5499 DE5499 SUPERSEDED SURVEY CONTROL DE5499 DE5499.No superseded survey control is available for this station. DE5499 DE5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA517463(NAD 83) DE5499_MARKER: F = FLANGE-ENCASED ROD DE5499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5499_STAMPING: W 1003 2002 DE5499_MARK LOGO: NGS DE5499_PROJECTION: FLUSH DE5499_MAGNETIC: I = MARKER IS A STEEL ROD DE5499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5499+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5499_ROD/PIPE-DEPTH: 3.4 meters DE5499_SLEEVE-DEPTH : 0.9 meters DE5499 DE5499 HISTORY - Date Condition Report By DE5499 HISTORY - 2002 MONUMENTED NGS DE5499 DE5499 STATION DESCRIPTION DE5499 DE5499'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5499'10.8 KM (6.7 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5499'STATE HIGHWAY 2 ARECIBO, 37.8 M EAST OF THE CENTER OF A DRIVEWAY DE5499'LEADING TO HOUSE NUMBER 11185, 6.8 M SOUTH OF THE HIGHWAY CENTER, 3.8 DE5499'M SOUTHWEST OF A UTILITY POLE, 1.0 M NORTHWEST OF A FENCE CORNER, 0.4 DE5499'M NORTH OF A FENCE, AND 0.2 M BELOW THE LEVEL OF THE HIGHWAY. DE5499'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5499'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5499'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5592 *********************************************************************** DE5592 DESIGNATION - W 1004 DE5592 PID - DE5592 DE5592 COUNTRY - PUERTO RICO DE5592 USGS QUAD - DE5592 DE5592 *CURRENT SURVEY CONTROL DE5592 ___________________________________________________________________ DE5592* NAD 83(1986)- 18 28 55. (N) 066 50 09. (W) SCALED DE5592* PRVD02 - 12.941 (meters) 42.46 (feet) ADJUSTED DE5592 ___________________________________________________________________ DE5592 GEOID HEIGHT- -46.60 (meters) GEOID99 DE5592 DE5592 VERT ORDER - FIRST CLASS II DE5592 DE5592.The horizontal coordinates were scaled from a topographic map and have DE5592.an estimated accuracy of +/- 6 seconds. DE5592 DE5592.The orthometric height was determined by differential leveling DE5592.and adjusted by the National Geodetic Survey in April 2003. DE5592.No vertical observational check was made to the station. DE5592 DE5592.The geoid height was determined by GEOID99. DE5592 DE5592; North East Units Estimated Accuracy DE5592;SPC PRVI - 271,840. 157,490. MT (+/- 180 meters Scaled) DE5592 DE5592 SUPERSEDED SURVEY CONTROL DE5592 DE5592.No superseded survey control is available for this station. DE5592 DE5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA285448(NAD 83) DE5592_MARKER: DV = VERTICAL CONTROL DISK DE5592_SETTING: 38 = BRIDGE ABUTMENT DE5592_STAMPING: W 1004 2002 DE5592_MARK LOGO: NGS DE5592_MAGNETIC: N = NO MAGNETIC MATERIAL DE5592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5592+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5592 DE5592 HISTORY - Date Condition Report By DE5592 HISTORY - 2002 MONUMENTED NGS DE5592 DE5592 STATION DESCRIPTION DE5592 DE5592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5592'12.0 KM (7.45 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5592'STATE HIGHWAY 485 DE5592'IN QUEBRADILLAS, NEAR THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A DE5592'HIGHWAY DE5592'BRIDGE SPANNING RIO CAMUY, 40.0 M EAST OF KILOMETER POST 89.1, 9.1 M DE5592'NORTH THE CENTERLINE DE5592'OF THE WESTBOUND HIGHWAY, 9.0 M EAST OF THE WEST END OF THE ABUTMENT, DE5592'1.3 M SOUTH OF DE5592'THE NORTH END OF THE ABUTMENT, 0.1 M WEST OF THE BRIDGE DECK, AND 0.7 DE5592'M ABOVE THE LEVEL DE5592'OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5592' DE5592' DE5592' DE5592' DE5592' DE5592' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5541 *********************************************************************** DE5541 DESIGNATION - W 1005 DE5541 PID - DE5541 DE5541 COUNTRY - PUERTO RICO DE5541 USGS QUAD - DE5541 DE5541 *CURRENT SURVEY CONTROL DE5541 ___________________________________________________________________ DE5541* NAD 83(1986)- 18 26 46. (N) 067 07 04. (W) SCALED DE5541* PRVD02 - 158.507 (meters) 520.03 (feet) ADJUSTED DE5541 ___________________________________________________________________ DE5541 GEOID HEIGHT- -45.98 (meters) GEOID99 DE5541 DE5541 VERT ORDER - FIRST CLASS II DE5541 DE5541.The horizontal coordinates were scaled from a topographic map and have DE5541.an estimated accuracy of +/- 6 seconds. DE5541 DE5541.The orthometric height was determined by differential leveling DE5541.and adjusted by the National Geodetic Survey in April 2003. DE5541.No vertical observational check was made to the station. DE5541 DE5541.The geoid height was determined by GEOID99. DE5541 DE5541; North East Units Estimated Accuracy DE5541;SPC PRVI - 267,960. 127,700. MT (+/- 180 meters Scaled) DE5541 DE5541 SUPERSEDED SURVEY CONTROL DE5541 DE5541.No superseded survey control is available for this station. DE5541 DE5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA987405(NAD 83) DE5541_MARKER: DV = VERTICAL CONTROL DISK DE5541_SETTING: 66 = SET IN ROCK OUTCROP DE5541_STAMPING: W 1005 2002 DE5541_MARK LOGO: NGS DE5541_MAGNETIC: N = NO MAGNETIC MATERIAL DE5541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5541+STABILITY: POSITION/ELEVATION WELL DE5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5541+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5541 DE5541 HISTORY - Date Condition Report By DE5541 HISTORY - 2002 MONUMENTED NGS DE5541 DE5541 STATION DESCRIPTION DE5541 DE5541'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5541'3.5 KM (2.15 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5541'STATE HIGHWAY 107 DE5541'IN AGUADILLA, SET IN A 4 BY 5-FOOT AREA OF EXPOSED BEDROCK, 50.0 M DE5541'WEST OF KILOMETER POST DE5541'122.0, 12.4 M SOUTH OF THE CENTERLINE OF THE EASTBOUND HIGHWAY, 8.0 M DE5541'WEST OF THE CENTER DE5541'OF STEPS LEADING TO A SCHOOL YARD, 5.4 M NORTH OF A CHAIN-LINK FENCE DE5541'SURROUNDING A DE5541'SCHOOL YARD, 4.3 M SOUTHWEST OF A CONCRETE UTILITY POLE, 4.0 M DE5541'SOUTHEAST OF A UTILITY DE5541'POLE, AND 1.0 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS DE5541'ON THE HIGHWAY DE5541'RIGHT-OF-WAY. DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' DE5541' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5598 *********************************************************************** DE5598 DESIGNATION - X 1002 DE5598 PID - DE5598 DE5598 COUNTRY - PUERTO RICO DE5598 USGS QUAD - DE5598 DE5598 *CURRENT SURVEY CONTROL DE5598 ___________________________________________________________________ DE5598* NAD 83(1986)- 18 26 02. (N) 066 20 31. (W) SCALED DE5598* PRVD02 - 26.817 (meters) 87.98 (feet) ADJUSTED DE5598 ___________________________________________________________________ DE5598 GEOID HEIGHT- -44.75 (meters) GEOID99 DE5598 DE5598 VERT ORDER - FIRST CLASS II DE5598 DE5598.The horizontal coordinates were scaled from a topographic map and have DE5598.an estimated accuracy of +/- 6 seconds. DE5598 DE5598.The orthometric height was determined by differential leveling DE5598.and adjusted by the National Geodetic Survey in April 2003. DE5598.No vertical observational check was made to the station. DE5598 DE5598.The geoid height was determined by GEOID99. DE5598 DE5598; North East Units Estimated Accuracy DE5598;SPC PRVI - 266,470. 209,660. MT (+/- 180 meters Scaled) DE5598 DE5598 SUPERSEDED SURVEY CONTROL DE5598 DE5598.No superseded survey control is available for this station. DE5598 DE5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA807402(NAD 83) DE5598_MARKER: DD = SURVEY DISK DE5598_SETTING: 38 = OVERPASS ABUTMENT DE5598_STAMPING: X 1002 DE5598_MARK LOGO: PRDT DE5598_MAGNETIC: N = NO MAGNETIC MATERIAL DE5598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5598+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002 DE5598 DE5598 HISTORY - Date Condition Report By DE5598 HISTORY - UNK MONUMENTED PRDT DE5598 HISTORY - 20020502 GOOD NGS DE5598 DE5598 STATION DESCRIPTION DE5598 DE5598'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5598'22.8 KM (14.15 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5598'OF STATE HIGHWAY 140 DE5598'IN BARCELONETA, IN TOP OF AND 0.7 M SOUTH OF THE NORTH END OF THE EAST DE5598'CONCRETE DE5598'ABUTMENT OF THE WESTBOUND HIGHWAY OVERPASS OF STATE HIGHWAY 2, 12.3 M DE5598'WEST OF DE5598'KILOMETER POST 32.4, 7.2 M NORTH OF THE CENTERLINE OF THE WESTBOUND DE5598'HIGHWAY, 6.0 M EAST DE5598'OF THE BRIDGE DECK, 0.3 M WEST OF THE EAST END OF THE ABUTMENT, AND DE5598'0.3 M ABOVE THE LEVEL DE5598'OF THE HIGHWAY. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5598'NOTE--X 1002 WAS STAMPED IN DISK FOR 2002 SURVEY. DE5598' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5501 *********************************************************************** DE5501 DESIGNATION - X 1003 DE5501 PID - DE5501 DE5501 COUNTRY - PUERTO RICO DE5501 USGS QUAD - DE5501 DE5501 *CURRENT SURVEY CONTROL DE5501 ___________________________________________________________________ DE5501* NAD 83(1986)- 18 29 36. (N) 066 38 25. (W) SCALED DE5501* PRVD02 - 3.028 (meters) 9.93 (feet) ADJUSTED DE5501 ___________________________________________________________________ DE5501 GEOID HEIGHT- -46.76 (meters) GEOID99 DE5501 DE5501 VERT ORDER - FIRST CLASS II DE5501 DE5501.The horizontal coordinates were scaled from a topographic map and have DE5501.an estimated accuracy of +/- 6 seconds. DE5501 DE5501.The orthometric height was determined by differential leveling DE5501.and adjusted by the National Geodetic Survey in April 2003. DE5501.No vertical observational check was made to the station. DE5501 DE5501.The geoid height was determined by GEOID99. DE5501 DE5501; North East Units Estimated Accuracy DE5501;SPC PRVI - 273,060. 178,150. MT (+/- 180 meters Scaled) DE5501 DE5501 SUPERSEDED SURVEY CONTROL DE5501 DE5501.No superseded survey control is available for this station. DE5501 DE5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA491463(NAD 83) DE5501_MARKER: F = FLANGE-ENCASED ROD DE5501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5501_STAMPING: X 1003 2002 DE5501_MARK LOGO: NGS DE5501_PROJECTION: FLUSH DE5501_MAGNETIC: I = MARKER IS A STEEL ROD DE5501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5501+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5501_ROD/PIPE-DEPTH: 4.3 meters DE5501_SLEEVE-DEPTH : 0.9 meters DE5501 DE5501 HISTORY - Date Condition Report By DE5501 HISTORY - 2002 MONUMENTED NGS DE5501 DE5501 STATION DESCRIPTION DE5501 DE5501'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5501'8.1 KM (5.05 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5501'STATE HIGHWAY 2 ARECIBO, 6.4 M SOUTH OF THE HIGHWAY CENTER, 5.7 M WEST DE5501'OF A DRIVEWAY LEADING TO HOUSE NUMBER 11008, 1.2 M ABOVE THE LEVEL OF DE5501'THE HIGHWAY, AND 0.4 M NORTH OF A WITNESS POST AND FENCE. DE5501'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5501'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5501'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5518 *********************************************************************** DE5518 DESIGNATION - X 1004 DE5518 PID - DE5518 DE5518 COUNTRY - PUERTO RICO DE5518 USGS QUAD - DE5518 DE5518 *CURRENT SURVEY CONTROL DE5518 ___________________________________________________________________ DE5518* NAD 83(1986)- 18 28 40. (N) 066 50 46. (W) SCALED DE5518* PRVD02 - 53.431 (meters) 175.30 (feet) ADJUSTED DE5518 ___________________________________________________________________ DE5518 GEOID HEIGHT- -46.49 (meters) GEOID99 DE5518 DE5518 VERT ORDER - FIRST CLASS II DE5518 DE5518.The horizontal coordinates were scaled from a topographic map and have DE5518.an estimated accuracy of +/- 6 seconds. DE5518 DE5518.The orthometric height was determined by differential leveling DE5518.and adjusted by the National Geodetic Survey in April 2003. DE5518.No vertical observational check was made to the station. DE5518 DE5518.The geoid height was determined by GEOID99. DE5518 DE5518; North East Units Estimated Accuracy DE5518;SPC PRVI - 271,380. 156,400. MT (+/- 180 meters Scaled) DE5518 DE5518 SUPERSEDED SURVEY CONTROL DE5518 DE5518.No superseded survey control is available for this station. DE5518 DE5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA274444(NAD 83) DE5518_MARKER: F = FLANGE-ENCASED ROD DE5518_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5518_STAMPING: X 1004 2002 DE5518_MARK LOGO: NGS DE5518_PROJECTION: FLUSH DE5518_MAGNETIC: I = MARKER IS A STEEL ROD DE5518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5518+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5518_ROD/PIPE-DEPTH: 3.1 meters DE5518_SLEEVE-DEPTH : 0.9 meters DE5518 DE5518 HISTORY - Date Condition Report By DE5518 HISTORY - 2002 MONUMENTED NGS DE5518 DE5518 STATION DESCRIPTION DE5518 DE5518'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5518'10.8 KM (6.7 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5518'STATE HIGHWAY 485 DE5518'IN QUEBRADILLAS, IN A GRASS ISLAND AT KILOMETER POST 90.2, 27.0 M WEST DE5518'OF THE CENTER OF A DE5518'STREET, 13.3 M NORTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 7.6 M DE5518'WEST OF A DE5518'UTILITY POLE WITH 3 GUY CABLES, 5.6 M WEST OF A WITNESS POST AND A GUY DE5518'CABLE, 4.6 M SOUTH DE5518'OF THE CENTER OF A STREET CONNECTOR LEADING TO THE WESTBOUND HIGHWAY, DE5518'AND 0.3 M DE5518'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE ROD WAS DRIVEN TO REFUSAL DE5518'AND ANCHORED DE5518'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DE5518'DEPTH DOES NOT MEET DE5518'THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON THE HIGHWAY DE5518'RIGHT-OF-WAY. DE5518' DE5518' DE5518' DE5518' DE5518' DE5518' DE5518' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5542 *********************************************************************** DE5542 DESIGNATION - X 1005 DE5542 PID - DE5542 DE5542 COUNTRY - PUERTO RICO DE5542 USGS QUAD - DE5542 DE5542 *CURRENT SURVEY CONTROL DE5542 ___________________________________________________________________ DE5542* NAD 83(1986)- 18 26 28. (N) 067 07 50. (W) SCALED DE5542* PRVD02 - 168.578 (meters) 553.08 (feet) ADJUSTED DE5542 ___________________________________________________________________ DE5542 GEOID HEIGHT- -45.93 (meters) GEOID99 DE5542 DE5542 VERT ORDER - FIRST CLASS II DE5542 DE5542.The horizontal coordinates were scaled from a topographic map and have DE5542.an estimated accuracy of +/- 6 seconds. DE5542 DE5542.The orthometric height was determined by differential leveling DE5542.and adjusted by the National Geodetic Survey in April 2003. DE5542.No vertical observational check was made to the station. DE5542 DE5542.The geoid height was determined by GEOID99. DE5542 DE5542; North East Units Estimated Accuracy DE5542;SPC PRVI - 267,410. 126,350. MT (+/- 180 meters Scaled) DE5542 DE5542 SUPERSEDED SURVEY CONTROL DE5542 DE5542.No superseded survey control is available for this station. DE5542 DE5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA974400(NAD 83) DE5542_MARKER: DV = VERTICAL CONTROL DISK DE5542_SETTING: 66 = SET IN ROCK OUTCROP DE5542_STAMPING: X 1005 2002 DE5542_MARK LOGO: NGS DE5542_MAGNETIC: N = NO MAGNETIC MATERIAL DE5542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5542+STABILITY: POSITION/ELEVATION WELL DE5542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5542+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5542 DE5542 HISTORY - Date Condition Report By DE5542 HISTORY - 2002 MONUMENTED NGS DE5542 DE5542 STATION DESCRIPTION DE5542 DE5542'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5542'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5542'STATE HIGHWAY 107 DE5542'IN AGUADILLA, SET NEAR THE CENTER OF A 6 BY 100-FOOT AREA OF EXPOSED DE5542'BEDROCK IN A DE5542'HIGHWAY CUT ALONG THE WEST SIDE OF STATE HIGHWAY 443, 29.8 M SOUTH OF DE5542'THE CENTERLINE OF DE5542'THE EASTBOUND HIGHWAY, 18.8 M WEST OF THE CENTERLINE OF THE STATE DE5542'HIGHWAY 443, 2.2 M DE5542'SOUTH OF A UTILITY POLE, 0.9 M ABOVE THE LEVEL OF STATE HIGHWAY 443, DE5542'AND 0.7 M NORTH OF A DE5542'WITNESS POST. NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' DE5542' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5573 *********************************************************************** DE5573 DESIGNATION - Y 1002 DE5573 PID - DE5573 DE5573 COUNTRY - PUERTO RICO DE5573 USGS QUAD - DE5573 DE5573 *CURRENT SURVEY CONTROL DE5573 ___________________________________________________________________ DE5573* NAD 83(1986)- 18 25 51. (N) 066 20 56. (W) SCALED DE5573* PRVD02 - 22.909 (meters) 75.16 (feet) ADJUSTED DE5573 ___________________________________________________________________ DE5573 GEOID HEIGHT- -44.68 (meters) GEOID99 DE5573 DE5573 VERT ORDER - FIRST CLASS II DE5573 DE5573.The horizontal coordinates were scaled from a topographic map and have DE5573.an estimated accuracy of +/- 6 seconds. DE5573 DE5573.The orthometric height was determined by differential leveling DE5573.and adjusted by the National Geodetic Survey in April 2003. DE5573.No vertical observational check was made to the station. DE5573 DE5573.The geoid height was determined by GEOID99. DE5573 DE5573; North East Units Estimated Accuracy DE5573;SPC PRVI - 266,130. 208,920. MT (+/- 180 meters Scaled) DE5573 DE5573 SUPERSEDED SURVEY CONTROL DE5573 DE5573.No superseded survey control is available for this station. DE5573 DE5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA800399(NAD 83) DE5573_MARKER: DV = VERTICAL CONTROL DISK DE5573_SETTING: 38 = OVERPASS ABUTMENT DE5573_STAMPING: Y 1002 2002 DE5573_MARK LOGO: NGS DE5573_MAGNETIC: N = NO MAGNETIC MATERIAL DE5573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5573+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5573 DE5573 HISTORY - Date Condition Report By DE5573 HISTORY - 2002 MONUMENTED NGS DE5573 DE5573 STATION DESCRIPTION DE5573 DE5573'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5573'22.0 KM (13.65 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5573'OF STATE HIGHWAY 140 DE5573'IN BARCELONETA, IN TOP OF AND 1.0 M SOUTHEAST OF THE NORTHWEST END OF DE5573'THE SOUTHWEST DE5573'CONCRETE ABUTMENT OF THE WESTBOUND HIGHWAY OVERPASS OF STATE HIGHWAY DE5573'2, 38.1 M WEST DE5573'OF KILOMETER POST 33.2, 7.0 M NORTHWEST OF AND LEVEL WITH THE DE5573'CENTERLINE OF THE DE5573'WESTBOUND HIGHWAY, AND 0.6 M SOUTHWEST OF THE BRIDGE DECK. DE5573'NOTE--THE MARK IS ON THE DE5573'HIGHWAY RIGHT-OF-WAY. DE5573' DE5573' DE5573' DE5573' DE5573' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5500 *********************************************************************** DE5500 DESIGNATION - Y 1003 DE5500 PID - DE5500 DE5500 COUNTRY - PUERTO RICO DE5500 USGS QUAD - DE5500 DE5500 *CURRENT SURVEY CONTROL DE5500 ___________________________________________________________________ DE5500* NAD 83(1986)- 18 29 38. (N) 066 37 33. (W) SCALED DE5500* PRVD02 - 3.174 (meters) 10.41 (feet) ADJUSTED DE5500 ___________________________________________________________________ DE5500 GEOID HEIGHT- -46.75 (meters) GEOID99 DE5500 DE5500 VERT ORDER - FIRST CLASS II DE5500 DE5500.The horizontal coordinates were scaled from a topographic map and have DE5500.an estimated accuracy of +/- 6 seconds. DE5500 DE5500.The orthometric height was determined by differential leveling DE5500.and adjusted by the National Geodetic Survey in April 2003. DE5500.No vertical observational check was made to the station. DE5500 DE5500.The geoid height was determined by GEOID99. DE5500 DE5500; North East Units Estimated Accuracy DE5500;SPC PRVI - 273,120. 179,670. MT (+/- 180 meters Scaled) DE5500 DE5500 SUPERSEDED SURVEY CONTROL DE5500 DE5500.No superseded survey control is available for this station. DE5500 DE5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA506464(NAD 83) DE5500_MARKER: F = FLANGE-ENCASED ROD DE5500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5500_STAMPING: Y 1003 2002 DE5500_MARK LOGO: NGS DE5500_PROJECTION: FLUSH DE5500_MAGNETIC: I = MARKER IS A STEEL ROD DE5500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5500+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5500_ROD/PIPE-DEPTH: 3.4 meters DE5500_SLEEVE-DEPTH : 0.9 meters DE5500 DE5500 HISTORY - Date Condition Report By DE5500 HISTORY - 2002 MONUMENTED NGS DE5500 DE5500 STATION DESCRIPTION DE5500 DE5500'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5500'9.7 KM (6.05 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5500'STATE HIGHWAY 2 ARECIBO, 18.1 M WEST OF THE CENTER OF A GATE, 17.0 M DE5500'EAST OF THE CENTER OF A DRIVEWAY AND GATE, 7.7 M NORTH OF THE HIGHWAY DE5500'CENTER, 2.7 M EAST OF A CHAIN-LINK FENCE CORNER, 2.0 M EAST OF THE DE5500'CENTER OF A WALKWAY THROUGH A FENCE, 0.3 M SOUTH OF A WITNESS POST AND DE5500'FENCE, AND 0.3 M ABOVE THE LEVEL OF THE HIGHWAY. DE5500'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5500'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5500'MARK IS ON THE HIGHWAY RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5519 *********************************************************************** DE5519 DESIGNATION - Y 1004 DE5519 PID - DE5519 DE5519 COUNTRY - PUERTO RICO DE5519 USGS QUAD - DE5519 DE5519 *CURRENT SURVEY CONTROL DE5519 ___________________________________________________________________ DE5519* NAD 83(1986)- 18 28 32. (N) 066 51 27. (W) SCALED DE5519* PRVD02 - 61.341 (meters) 201.25 (feet) ADJUSTED DE5519 ___________________________________________________________________ DE5519 GEOID HEIGHT- -46.43 (meters) GEOID99 DE5519 DE5519 VERT ORDER - FIRST CLASS II DE5519 DE5519.The horizontal coordinates were scaled from a topographic map and have DE5519.an estimated accuracy of +/- 6 seconds. DE5519 DE5519.The orthometric height was determined by differential leveling DE5519.and adjusted by the National Geodetic Survey in April 2003. DE5519.No vertical observational check was made to the station. DE5519 DE5519.The geoid height was determined by GEOID99. DE5519 DE5519; North East Units Estimated Accuracy DE5519;SPC PRVI - 271,130. 155,200. MT (+/- 180 meters Scaled) DE5519 DE5519 SUPERSEDED SURVEY CONTROL DE5519 DE5519.No superseded survey control is available for this station. DE5519 DE5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA262441(NAD 83) DE5519_MARKER: F = FLANGE-ENCASED ROD DE5519_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DE5519_STAMPING: Y 1004 2002 DE5519_MARK LOGO: NGS DE5519_PROJECTION: FLUSH DE5519_MAGNETIC: I = MARKER IS A STEEL ROD DE5519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5519+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5519_ROD/PIPE-DEPTH: 7.3 meters DE5519_SLEEVE-DEPTH : 0.9 meters DE5519 DE5519 HISTORY - Date Condition Report By DE5519 HISTORY - 2002 MONUMENTED NGS DE5519 DE5519 STATION DESCRIPTION DE5519 DE5519'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5519'9.5 KM (5.9 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5519'STATE HIGHWAY 485 DE5519'IN QUEBRADILLAS, IN THE EAST PART OF A GRASS ISLAND, 45.5 M EAST OF DE5519'THE CENTER OF THE DE5519'NORTHBOUND LANE OF STATE HIGHWAY 4491, 34.4 M NORTHEAST OF A UTILITY DE5519'POLE, 21.8 M NORTH DE5519'OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 19.0 M NORTHWEST OF DE5519'KILOMETER POST 91.4, DE5519'12.2 M SOUTHWEST OF THE CENTER OF AN OFF-RAMP, 8.0 M EAST OF A WITNESS DE5519'POST AND A TREE, DE5519'AND 1.0 M BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM DE5519'POINT IS THROUGH A DE5519'5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS DE5519'FOR A CLASS A MARK. DE5519'THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5519' DE5519' DE5519' DE5519' DE5519' DE5519' DE5519' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5543 *********************************************************************** DE5543 DESIGNATION - Y 1005 DE5543 PID - DE5543 DE5543 COUNTRY - PUERTO RICO DE5543 USGS QUAD - DE5543 DE5543 *CURRENT SURVEY CONTROL DE5543 ___________________________________________________________________ DE5543* NAD 83(1986)- 18 26 32. (N) 067 08 18. (W) SCALED DE5543* PRVD02 - 156.736 (meters) 514.22 (feet) ADJUSTED DE5543 ___________________________________________________________________ DE5543 GEOID HEIGHT- -45.98 (meters) GEOID99 DE5543 DE5543 VERT ORDER - FIRST CLASS II DE5543 DE5543.The horizontal coordinates were scaled from a topographic map and have DE5543.an estimated accuracy of +/- 6 seconds. DE5543 DE5543.The orthometric height was determined by differential leveling DE5543.and adjusted by the National Geodetic Survey in April 2003. DE5543.No vertical observational check was made to the station. DE5543 DE5543.The geoid height was determined by GEOID99. DE5543 DE5543; North East Units Estimated Accuracy DE5543;SPC PRVI - 267,540. 125,530. MT (+/- 180 meters Scaled) DE5543 DE5543 SUPERSEDED SURVEY CONTROL DE5543 DE5543.No superseded survey control is available for this station. DE5543 DE5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA966401(NAD 83) DE5543_MARKER: DV = VERTICAL CONTROL DISK DE5543_SETTING: 66 = SET IN ROCK OUTCROP DE5543_STAMPING: Y 1005 2002 DE5543_MARK LOGO: NGS DE5543_MAGNETIC: N = NO MAGNETIC MATERIAL DE5543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5543+STABILITY: POSITION/ELEVATION WELL DE5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5543+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5543 DE5543 HISTORY - Date Condition Report By DE5543 HISTORY - 2002 MONUMENTED NGS DE5543 DE5543 STATION DESCRIPTION DE5543 DE5543'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5543'1.1 KM (0.7 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5543'STATE HIGHWAY 107 DE5543'IN AGUADILLA, SET NEAR THE WEST END OF A HIGHWAY CUT IN A 4 BY 8-FOOT DE5543'AREA OF EXPOSED DE5543'BEDROCK, 40.0 M EAST OF EXTENDED CENTER OF AN ACCESS ROAD LEADING TO DE5543'STATE HIGHWAY 469, DE5543'22.0 M WEST OF AN UTILITY POLE, 11.1 M EAST OF THE CENTER OF A DE5543'DRIVEWAY, 8.4 M NORTH OF THE DE5543'CENTERLINE OF THE WESTBOUND HIGHWAY, 6.8 M EAST OF AN UTILITY POLE AND DE5543'THE WEST END OF DE5543'THE HIGHWAY CUT, 3.1 M NORTHEAST OF THE CENTER OF A MAN HOLE COVER, DE5543'AND 0.4 M ABOVE THE DE5543'LEVEL OF THE HIGHWAY, NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' DE5543' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5574 *********************************************************************** DE5574 DESIGNATION - Z 1002 DE5574 PID - DE5574 DE5574 COUNTRY - PUERTO RICO DE5574 USGS QUAD - DE5574 DE5574 *CURRENT SURVEY CONTROL DE5574 ___________________________________________________________________ DE5574* NAD 83(1986)- 18 25 47. (N) 066 21 17. (W) SCALED DE5574* PRVD02 - 23.464 (meters) 76.98 (feet) ADJUSTED DE5574 ___________________________________________________________________ DE5574 GEOID HEIGHT- -44.66 (meters) GEOID99 DE5574 DE5574 VERT ORDER - FIRST CLASS II DE5574 DE5574.The horizontal coordinates were scaled from a topographic map and have DE5574.an estimated accuracy of +/- 6 seconds. DE5574 DE5574.The orthometric height was determined by differential leveling DE5574.and adjusted by the National Geodetic Survey in April 2003. DE5574.No vertical observational check was made to the station. DE5574 DE5574.The geoid height was determined by GEOID99. DE5574 DE5574; North East Units Estimated Accuracy DE5574;SPC PRVI - 266,010. 208,310. MT (+/- 180 meters Scaled) DE5574 DE5574 SUPERSEDED SURVEY CONTROL DE5574 DE5574.No superseded survey control is available for this station. DE5574 DE5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA794397(NAD 83) DE5574_MARKER: DV = VERTICAL CONTROL DISK DE5574_SETTING: 38 = BRIDGE ABUTMENT DE5574_STAMPING: Z 1002 2002 DE5574_MARK LOGO: NGS DE5574_MAGNETIC: N = NO MAGNETIC MATERIAL DE5574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5574+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5574 DE5574 HISTORY - Date Condition Report By DE5574 HISTORY - 2002 MONUMENTED NGS DE5574 DE5574 STATION DESCRIPTION DE5574 DE5574'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5574'21.5 KM (13.35 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION DE5574'OF STATE HIGHWAY 140 DE5574'IN BARCELONETA, IN TOP OF AND 1.3 M SOUTH OF THE NORTH END OF THE EAST DE5574'CONCRETE DE5574'ABUTMENT OF THE WESTBOUND HIGHWAY BRIDGE SPANNING A CREEK, 36.3 M WEST DE5574'OF KILOMETER DE5574'POST 33.7, 6.8 M NORTH OF AND LEVEL WITH THE CENTERLINE OF THE DE5574'WESTBOUND HIGHWAY, AND DE5574'0.2 M EAST OF THE BRIDGE DECK. NOTE--THE MARK IS ON THE HIGHWAY DE5574'RIGHT-OF-WAY. DE5574' DE5574' DE5574' DE5574' DE5574' DE5574' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5502 *********************************************************************** DE5502 DESIGNATION - Z 1003 DE5502 PID - DE5502 DE5502 COUNTRY - PUERTO RICO DE5502 USGS QUAD - DE5502 DE5502 *CURRENT SURVEY CONTROL DE5502 ___________________________________________________________________ DE5502* NAD 83(1986)- 18 29 25. (N) 066 39 19. (W) SCALED DE5502* PRVD02 - 6.816 (meters) 22.36 (feet) ADJUSTED DE5502 ___________________________________________________________________ DE5502 GEOID HEIGHT- -46.70 (meters) GEOID99 DE5502 DE5502 VERT ORDER - FIRST CLASS II DE5502 DE5502.The horizontal coordinates were scaled from a topographic map and have DE5502.an estimated accuracy of +/- 6 seconds. DE5502 DE5502.The orthometric height was determined by differential leveling DE5502.and adjusted by the National Geodetic Survey in April 2003. DE5502.No vertical observational check was made to the station. DE5502 DE5502.The geoid height was determined by GEOID99. DE5502 DE5502; North East Units Estimated Accuracy DE5502;SPC PRVI - 272,730. 176,560. MT (+/- 180 meters Scaled) DE5502 DE5502 SUPERSEDED SURVEY CONTROL DE5502 DE5502.No superseded survey control is available for this station. DE5502 DE5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA475460(NAD 83) DE5502_MARKER: F = FLANGE-ENCASED ROD DE5502_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5502+WITH SETTING: INFORMATION. DE5502_STAMPING: Z 1003 2002 DE5502_MARK LOGO: NGS DE5502_PROJECTION: FLUSH DE5502_MAGNETIC: I = MARKER IS A STEEL ROD DE5502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5502+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5502_ROD/PIPE-DEPTH: 0.9 meters DE5502 DE5502 HISTORY - Date Condition Report By DE5502 HISTORY - 2002 MONUMENTED NGS DE5502 DE5502 STATION DESCRIPTION DE5502 DE5502'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5502'6.4 KM (4.0 MI) EASTERLY ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF DE5502'STATE HIGHWAY 2 ARECIBO, 11.4 M SOUTH OF THE HIGHWAY CENTER, 4.5 M DE5502'EAST OF THE CENTER OF A PAVED STREET, 1.8 M SOUTH OF A FENCE CORNER, DE5502'0.5 M ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M WEST OF A FENCE. DE5502'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5502'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE DE5502'ROD WAS DRIVEN TO REFUSAL AND ANCHORED. THE MARK IS ON THE HIGHWAY DE5502'RIGHT-OF-WAY. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5520 *********************************************************************** DE5520 DESIGNATION - Z 1004 DE5520 PID - DE5520 DE5520 COUNTRY - PUERTO RICO DE5520 USGS QUAD - DE5520 DE5520 *CURRENT SURVEY CONTROL DE5520 ___________________________________________________________________ DE5520* NAD 83(1986)- 18 28 33. (N) 066 52 14. (W) SCALED DE5520* PRVD02 - 73.071 (meters) 239.73 (feet) ADJUSTED DE5520 ___________________________________________________________________ DE5520 GEOID HEIGHT- -46.44 (meters) GEOID99 DE5520 DE5520 VERT ORDER - FIRST CLASS II DE5520 DE5520.The horizontal coordinates were scaled from a topographic map and have DE5520.an estimated accuracy of +/- 6 seconds. DE5520 DE5520.The orthometric height was determined by differential leveling DE5520.and adjusted by the National Geodetic Survey in April 2003. DE5520.No vertical observational check was made to the station. DE5520 DE5520.The geoid height was determined by GEOID99. DE5520 DE5520; North East Units Estimated Accuracy DE5520;SPC PRVI - 271,170. 153,820. MT (+/- 180 meters Scaled) DE5520 DE5520 SUPERSEDED SURVEY CONTROL DE5520 DE5520.No superseded survey control is available for this station. DE5520 DE5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QGA248441(NAD 83) DE5520_MARKER: F = FLANGE-ENCASED ROD DE5520_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DE5520+WITH SETTING: INFORMATION. DE5520_STAMPING: Z 1004 2002 DE5520_MARK LOGO: NGS DE5520_PROJECTION: FLUSH DE5520_MAGNETIC: I = MARKER IS A STEEL ROD DE5520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE5520+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5520_ROD/PIPE-DEPTH: 1.1 meters DE5520_SLEEVE-DEPTH : 0.6 meters DE5520 DE5520 HISTORY - Date Condition Report By DE5520 HISTORY - 2002 MONUMENTED NGS DE5520 DE5520 STATION DESCRIPTION DE5520 DE5520'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5520'8.1 KM (5.05 MI) EASTERLY ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF DE5520'STATE HIGHWAY 485 DE5520'IN QUEBRADILLAS, 56.0 M WEST OF KILOMETER POST 92.8, 19.8 M EAST OF DE5520'THE CENTER OF THE DE5520'NORTHBOUND LANE OF A STREET, 15.0 M NORTH OF THE CENTERLINE OF THE DE5520'WESTBOUND DE5520'HIGHWAY, 8.7 M NORTHEAST OF THE CENTER OF A STORM DRAIN, 5.9 M SOUTH DE5520'OF THE CENTER OF A DE5520'STREET, 1.5 M SOUTH OF A GUARD RAIL, AND 0.7 M ABOVE THE LEVEL OF THE DE5520'HIGHWAY. DE5520'NOTE-- ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE DE5520'SLEEVE DEPTH DOES DE5520'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE ROD WAS DRIVEN TO DE5520'REFUSAL AND DE5520'ANCHORED. THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5520' DE5520' DE5520' DE5520' DE5520' DE5520' DE5520' DE5520' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DE5544 *********************************************************************** DE5544 DESIGNATION - Z 1005 DE5544 PID - DE5544 DE5544 COUNTRY - PUERTO RICO DE5544 USGS QUAD - DE5544 DE5544 *CURRENT SURVEY CONTROL DE5544 ___________________________________________________________________ DE5544* NAD 83(1986)- 18 26 49. (N) 067 08 42. (W) SCALED DE5544* PRVD02 - 138.357 (meters) 453.93 (feet) ADJUSTED DE5544 ___________________________________________________________________ DE5544 GEOID HEIGHT- -46.10 (meters) GEOID99 DE5544 DE5544 VERT ORDER - FIRST CLASS II DE5544 DE5544.The horizontal coordinates were scaled from a topographic map and have DE5544.an estimated accuracy of +/- 6 seconds. DE5544 DE5544.The orthometric height was determined by differential leveling DE5544.and adjusted by the National Geodetic Survey in April 2003. DE5544.No vertical observational check was made to the station. DE5544 DE5544.The geoid height was determined by GEOID99. DE5544 DE5544; North East Units Estimated Accuracy DE5544;SPC PRVI - 268,060. 124,820. MT (+/- 180 meters Scaled) DE5544 DE5544 SUPERSEDED SURVEY CONTROL DE5544 DE5544.No superseded survey control is available for this station. DE5544 DE5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19QFA959406(NAD 83) DE5544_MARKER: DV = VERTICAL CONTROL DISK DE5544_SETTING: 66 = SET IN ROCK OUTCROP DE5544_STAMPING: Z 1005 2002 DE5544_MARK LOGO: NGS DE5544_MAGNETIC: N = NO MAGNETIC MATERIAL DE5544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DE5544+STABILITY: POSITION/ELEVATION WELL DE5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DE5544+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE5544 DE5544 HISTORY - Date Condition Report By DE5544 HISTORY - 2002 MONUMENTED NGS DE5544 DE5544 STATION DESCRIPTION DE5544 DE5544'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW) DE5544'0.2 KM (0.15 MI) EASTERLY ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF DE5544'STATE HIGHWAY 107 DE5544'IN AGUADILLA, SET IN A 5 BY 8-FOOT AREA OF EXPOSED BEDROCK NEAR THE DE5544'WEST END OF A DE5544'HIGHWAY CUT, 30.0 M EAST OF THE WEST END OF THE CUT, 17.1 M NORTH OF DE5544'THE CENTERLINE OF DE5544'THE WESTBOUND HIGHWAY, 5.2 M NORTH OF A UTILITY POLE, 4.2 M EAST OF DE5544'THE EAST WALL OF A DE5544'STORM DRAIN, 0.9 M EAST OF A WITNESS POST, AND 0.6 M ABOVE THE LEVEL DE5544'OF THE HIGHWAY, DE5544'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' DE5544' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7661 *********************************************************************** AA7661 DESIGNATION - ZSU A AA7661 PID - AA7661 AA7661 COUNTRY - PUERTO RICO AA7661 USGS QUAD - AA7661 AA7661 *CURRENT SURVEY CONTROL AA7661 ___________________________________________________________________ AA7661* NAD 83(1993)- 18 25 49.03298(N) 065 59 36.81759(W) ADJUSTED AA7661* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS AA7661 ___________________________________________________________________ AA7661 EPOCH DATE - 1995.00 AA7661 X - 2,462,591.520 (meters) COMP AA7661 Y - -5,529,398.523 (meters) COMP AA7661 Z - 2,003,610.428 (meters) COMP AA7661 LAPLACE CORR- -0.25 (seconds) DEFLEC99 AA7661 ELLIP HEIGHT- -40.47 (meters) (07/24/97) GPS OBS AA7661 GEOID HEIGHT- -44.68 (meters) GEOID99 AA7661 DYNAMIC HT - 2.3 (meters) 8. (feet) COMP AA7661 MODELED GRAV- 978,678.8 (mgal) NAVD 88 AA7661 AA7661 HORZ ORDER - A AA7661 VERT ORDER - FIRST CLASS II (See Below) AA7661 ELLP ORDER - SECOND CLASS I AA7661 AA7661.The horizontal coordinates were established by GPS observations AA7661.and adjusted by the National Geodetic Survey in November 1995. AA7661.The horizontal coordinates are valid at the epoch date displayed above. AA7661.The epoch date for horizontal control is a decimal equivalence AA7661.of Year/Month/Day. AA7661 AA7661.The orthometric height was determined by GPS observations and a AA7661.high-resolution geoid model. AA7661.The vertical order pertains to the superseded datum. AA7661 AA7661.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA7661 AA7661.The Laplace correction was computed from DEFLEC99 derived deflections. AA7661 AA7661.The ellipsoidal height was determined by GPS observations AA7661.and is referenced to NAD 83. AA7661 AA7661.The geoid height was determined by GEOID99. AA7661 AA7661.The dynamic height is computed by dividing the NAVD 88 AA7661.geopotential number by the normal gravity value computed on the AA7661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7661.degrees latitude (g = 980.6199 gals.). AA7661 AA7661.The modeled gravity was interpolated from observed gravity values. AA7661 AA7661; North East Units Scale Converg. AA7661;SPC PRVI - 266,127.751 246,459.822 MT 0.99999982 +0 08 15.4 AA7661;UTM 20 - 2,040,405.444 183,755.433 MT 1.00083660 -0 56 49.9 AA7661;UTM 19 - 2,040,428.004 817,606.142 MT 1.00084727 +0 57 04.6 AA7661 AA7661|---------------------------------------------------------------------| AA7661| PID Reference Object Distance Geod. Az | AA7661| dddmmss.s | AA7661| AA7662 ZSU B 174.392 METERS 05106 | AA7661|---------------------------------------------------------------------| AA7661 AA7661 SUPERSEDED SURVEY CONTROL AA7661 AA7661 ELLIP HT - -40.42 (m) (05/12/97) GP( ) 4 2 AA7661 NAD 83(1996)- 18 25 49.03309(N) 065 59 36.81815(W) AD( ) A AA7661 ELLIP HT - -40.47 (m) (12/09/96) GP( ) 1 1 AA7661 ELLIP HT - -40.42 (m) (11/13/95) GP(1995.00) 1 2 AA7661 PRVD02 - 1.890 (m) 6.20 (f) ADJUSTED 1 2 AA7661 AA7661.Superseded values are not recommended for survey control. AA7661.NGS no longer adjusts projects to the PR datum. AA7661.See file dsdata.txt to determine how the superseded data were derived. AA7661 AA7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QJF8375540405(NAD 83) AA7661_MARKER: I = METAL ROD AA7661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA7661_STAMPING: ZSU A 1995 AA7661_MARK LOGO: NGS AA7661_PROJECTION: RECESSED 5 CENTIMETERS AA7661_MAGNETIC: I = MARKER IS A STEEL ROD AA7661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA7661+STABILITY: POSITION/ELEVATION WELL AA7661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7661+SATELLITE: SATELLITE OBSERVATIONS - 1995 AA7661_ROD/PIPE-DEPTH: 14 meters AA7661_SLEEVE-DEPTH : 1.3 meters AA7661 AA7661 HISTORY - Date Condition Report By AA7661 HISTORY - 1995 MONUMENTED NGS AA7661 AA7661 STATION DESCRIPTION AA7661 AA7661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7661'THE STATION IS LOCATED IN CAROLINA NEAR THE SOUTHEAST CORNER OF THE AA7661'LUIS MUNOZ MARIN INTERNATIONAL AIRPORT ON THE GROUNDS OF THE FEDERAL AA7661'AVIATION ADMINISTRATION (FAA) COMBINED CENTER RADAR APPROACH CONTROL AA7661'(CERAP) FACILITY. THE STATION IS INTENDED AS A WIDE AREA AUGMENTATION AA7661'SYSTEM (WAAS) REFERENCE STATION. SITE POINT OF CONTACT, MAYRA DIAZ, AA7661'CARTOGRAPHER, FAA-AFS, 5000 CARR 190, CAROLINA, PR 00979, PHONE AA7661'809-253-8690 OR 809-253-8651. THE STATION IS LOCATED IN THE GRASSY AA7661'LAWN ALONG THE SOUTH SIDE OF THE FAA PROPERTY JUST INSIDE THE SECURITY AA7661'FENCE. TO REACH THE STATION FROM THE EASTBOUND LANES OF HIGHWAY 26 AT AA7661'THE HWY 17 OVERPASS JUST WEST OF THE AIRPORT ENTRANCE, PROCEED EAST ON AA7661'HWY 26 FOR 1.1 MI (1.8 KM) TO A STOP LIGHT AND A ROAD RIGHT. TURN AA7661'RIGHT AND TAKE AN IMMEDIATE LEFT ONTO A MARGINAL WHICH PARALLELS HWY AA7661'26, CONTINUE EAST ON THE MARGINAL FOR 0.9 MI (1.4 KM) TO A ROAD LEFT AA7661'PASSING UNDER HWY 26. TURN LEFT AND PROCEED TO A STOP SIGN, TURN LEFT AA7661'AND PROCEED NORTH AND WEST ON A ROAD PARALELLING HWY 26 FOR 0.3 MI AA7661'(0.5 KM) TO A ROAD RIGHT, TURN RIGHT AND PROCEED NORTH FOR 0.1 MI (0.2 AA7661'KM) TO A GATE ON THE LEFT AT THE CERAP, THE STATION IS IN THE GRASS AA7661'LAWN ABOUT 130 METERS (426.5 FT) WEST OF THE GATE, 97 FT (29.6 M) EAST AA7661'OF A SECURITY LAMP POLE, 51.9 FT (15.8 M) NORTHWEST OF A SECURITY LAMP AA7661'POLE, 32.9 FT (10.0 M) NORTH OF A CHAINLINK FENCE AND AN ORANGE AA7661'CARSONITE WITNESS POST. A STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH AA7661'GREASE SECURITY SLEEVE ENCASED IN 5 INCH PVC PIPE WITH AN ALUMINUM AA7661'ALLOY ACCESS COVER. THE SS ROD WAS ROUNDED AND CENTERPUNCHED AT THE AA7661'TOP TO FACILITATE PRECISE LEVELING AND INSTRUMENT CENTERING. THE AA7661'ACCESS COVER IS FLUSH WITH GROUND LEVEL. DESCRIBED BY C.S. MIDDLETON AA7661'JR. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AA7662 *********************************************************************** AA7662 FBN - This is a Federal Base Network Control Station. AA7662 DESIGNATION - ZSU B AA7662 PID - AA7662 AA7662 COUNTRY - PUERTO RICO AA7662 USGS QUAD - AA7662 AA7662 *CURRENT SURVEY CONTROL AA7662 ___________________________________________________________________ AA7662* NAD 83(1993)- 18 25 52.59541(N) 065 59 32.19328(W) ADJUSTED AA7662* PRVD02 - 2.397 (meters) 7.86 (feet) ADJUSTED AA7662 ___________________________________________________________________ AA7662 EPOCH DATE - 1995.00 AA7662 X - 2,462,701.604 (meters) COMP AA7662 Y - -5,529,312.147 (meters) COMP AA7662 Z - 2,003,714.510 (meters) COMP AA7662 LAPLACE CORR- -0.25 (seconds) DEFLEC99 AA7662 ELLIP HEIGHT- -39.93 (meters) (11/13/95) GPS OBS AA7662 GEOID HEIGHT- -44.70 (meters) GEOID99 AA7662 DYNAMIC HT - 2.392 (meters) 7.85 (feet) COMP AA7662 MODELED GRAV- 978,678.0 (mgal) NAVD 88 AA7662 AA7662 HORZ ORDER - A AA7662 VERT ORDER - FIRST CLASS II AA7662 ELLP ORDER - FIRST CLASS II AA7662 AA7662.The horizontal coordinates were established by GPS observations AA7662.and adjusted by the National Geodetic Survey in November 1995. AA7662.The horizontal coordinates are valid at the epoch date displayed above. AA7662.The epoch date for horizontal control is a decimal equivalence AA7662.of Year/Month/Day. AA7662 AA7662.The orthometric height was determined by differential leveling AA7662.and adjusted by the National Geodetic Survey in April 2003. AA7662.No vertical observational check was made to the station. AA7662 AA7662.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA7662 AA7662.The Laplace correction was computed from DEFLEC99 derived deflections. AA7662 AA7662.The ellipsoidal height was determined by GPS observations AA7662.and is referenced to NAD 83. AA7662 AA7662.The geoid height was determined by GEOID99. AA7662 AA7662.The dynamic height is computed by dividing the NAVD 88 AA7662.geopotential number by the normal gravity value computed on the AA7662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7662.degrees latitude (g = 980.6199 gals.). AA7662 AA7662.The modeled gravity was interpolated from observed gravity values. AA7662 AA7662; North East Units Scale Converg. AA7662;SPC PRVI - 266,237.607 246,595.263 MT 0.99999988 +0 08 16.8 AA7662;UTM 20 - 2,040,512.806 183,893.044 MT 1.00083552 -0 56 48.7 AA7662;UTM 19 - 2,040,539.868 817,740.122 MT 1.00084832 +0 57 06.3 AA7662 AA7662|---------------------------------------------------------------------| AA7662| PID Reference Object Distance Geod. Az | AA7662| dddmmss.s | AA7662| AA7661 ZSU A 174.392 METERS 23106 | AA7662|---------------------------------------------------------------------| AA7662 AA7662 SUPERSEDED SURVEY CONTROL AA7662 AA7662.No superseded survey control is available for this station. AA7662 AA7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QJF8389340513(NAD 83) AA7662_MARKER: F = FLANGE-ENCASED ROD AA7662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AA7662_STAMPING: ZSU B 1995 AA7662_MARK LOGO: NGS AA7662_PROJECTION: FLUSH AA7662_MAGNETIC: I = MARKER IS A STEEL ROD AA7662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7662+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002 AA7662_ROD/PIPE-DEPTH: 14.3 meters AA7662_SLEEVE-DEPTH : 1.3 meters AA7662 AA7662 HISTORY - Date Condition Report By AA7662 HISTORY - 1995 MONUMENTED NGS AA7662 HISTORY - 20020505 GOOD NGS AA7662 AA7662 STATION DESCRIPTION AA7662 AA7662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM) AA7662'THE STATION IS LOCATED IN CAROLINA NEAR THE SOUTHEAST CORNER OF THE AA7662'LUIS MUNOZ MARIN INTERNATIONAL AIRPORT ON THE GROUNDS OF THE NOAA, AA7662'NATIONAL WEATHER SERVICE OFFICE. THE STATION IS INTENDED AS A WIDE AA7662'AREA AUGMENTATION SYSTEM (WAAS) REFERENCE STATION. SITE POINT OF AA7662'CONTACT, MAYRA DIAZ, CARTOGRAPHER, FAA-AFS, 5000 CARR 190, CAROLINA, AA7662'PR 00979, PHONE 809-253-8690 OR 809-253-8651. THE STATION IS LOCATED AA7662'IN A GRASSY MEDIAN IN THE PARKING LOT OF THE WEATHER SERVICE OFFICE. AA7662'TO REACH THE STATION FROM THE EASTBOUND LANES OF HIGHWAY 26 AT THE HWY AA7662'17 OVERPASS JUST WEST OF THE AIRPORT ENTRANCE, PROCEED EAST ON HWY 26 AA7662'FOR 1.1 MI (1.8 KM) TO A STOP LIGHT AND A ROAD RIGHT. TURN RIGHT AND AA7662'TAKE AN IMMEDIATE LEFT ONTO A MARGINAL WHICH PARALLELS HWY 26, AA7662'CONTINUE EAST ON THE MARGINAL FOR 0.9 MI (1.4 KM) TO A ROAD LEFT AA7662'PASSING UNDER HWY 26. TURN LEFT AND PROCEED TO A STOP SIGN, TURN LEFT AA7662'AND PROCEED NORTH AND WEST ON A ROAD PARALELLING HWY 26 FOR 0.3 MI AA7662'(0.5 KM) TO A ROAD RIGHT, TURN RIGHT AND PROCEED NORTH FOR 0.2 MI (0.3 AA7662'KM) TO A GATE AT THE ENTRANCE TO THE WEATHER FACILITY THE STATION IS AA7662'STRAIGHT THROUGH THE GATE AT THE WEST END OF THE GRASS MEDIAN IN THE AA7662'PARKING LOT. IT IS, 40.75 FT (12.42 M) EAST OF AN ORANGE CARSONITE AA7662'WITNESS POST ALONG THE WESTERN FENCELINE OF THE WEATHER SERVICE AA7662'FACILITY, 8.5 FT (2.6 M) SOUTHWEST OF THE CENTER OF A SECURITY LIGHT AA7662'POLE AND 6.25 FT (1.91 M) EAST OF THE WEST CURB OF THE MEDIAN. A AA7662'STAINLESS STEEL ROD DRIVEN TO REFUSAL WITH GREASE SECURITY SLEEVE AA7662'ENCASED IN 5 INCH PVC WITH ALUMINUM ALLOY ACCESS COVER. THE SS ROD AA7662'WAS ROUNDED AND CENTERPUNCHED AT THE TOP TO FACILITATE PRECISE AA7662'LEVELING AND INSTRUMENT CENTERING. ACCESS COVER IS FLUSH WITH GROUND AA7662'LEVEL. DESCRIBED BY R.J. HALL. AA7662 AA7662 STATION RECOVERY (2002) AA7662 AA7662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW) AA7662'3.4 KM (2.1 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF AA7662'STATE HIGHWAY 17 IN AA7662'CAROLINA, THENCE 0.2 KM (O.1 MI) EASTERLY ALONG BASE MUNIZ EXIT AA7662'OFF-RAMP, THENCE 0.2 KM (0.1 AA7662'MI) NORTHERLY ALONG MUNIZ ROAD PASSING UNDER THE HIGHWAY OVERPASS, AA7662'THENCE 0.4 KM (0.25 AA7662'MI) WESTERLY ALONG A MARGINAL ROAD, THENCE 0.2 KM (0.1 MI) NORTHERLY AA7662'ALONG A ROAD AA7662'LEADING TO A NATIONAL WEATHER SERVICE FACILITY, NEAR THE WEST END OF A AA7662'GRASS MEDIAN IN AA7662'THE PARKING LOT, 30.6 M NORTH OF THE CENTER OF THE GATE, 12.5 M AA7662'SOUTHEAST OF A WITNESS AA7662'POST AND FENCE, 5.8 M NORTHWEST OF THE CENTER OF A STORM DRAIN, 5.6 M AA7662'NORTHEAST OF THE AA7662'CENTER OF THE ROAD, 2.5 M SOUTHWEST OF A LIGHT POLE, 1.9 M EAST OF THE AA7662'EAST CURB OF THE AA7662'MEDIAM, 1.5 M NORTH OF A SPEED LIMIT AND ONE WAY SIGN, AND 0.2 M ABOVE AA7662'THE LEVEL OF THE AA7662'ROAD. NOTE--ACESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AA7662'THE SLEEVE DEPTH AA7662'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MARK IS ON AA7662'PROPERTY OWNED BY AA7662'THE NATIONAL WEATHER SERVICE, 4000 CARR 190, CAROLINA , PR 00979, AA7662'PHONE 787-253-4501. THIS IS AA7662'A FEDERAL BASE NETWORK CONTROL STATION. AA7662' AA7662' AA7662' AA7662' AA7662' AA7662'