1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2815 *********************************************************************** AD2815 DESIGNATION - 1 15.55 AD2815 PID - AD2815 AD2815 STATE/COUNTY- FL/PALM BEACH AD2815 USGS QUAD - PALM BEACH (1983) AD2815 AD2815 *CURRENT SURVEY CONTROL AD2815 ___________________________________________________________________ AD2815* NAD 83(1986)- 26 41 28. (N) 080 04 14. (W) SCALED AD2815* NAVD 88 - 4.272 (meters) 14.02 (feet) ADJUSTED AD2815 ___________________________________________________________________ AD2815 GEOID HEIGHT- -26.37 (meters) GEOID99 AD2815 DYNAMIC HT - 4.265 (meters) 13.99 (feet) COMP AD2815 MODELED GRAV- 979,118.9 (mgal) NAVD 88 AD2815 AD2815 VERT ORDER - FIRST CLASS I AD2815 AD2815.The horizontal coordinates were scaled from a topographic map and have AD2815.an estimated accuracy of +/- 6 seconds. AD2815 AD2815.The orthometric height was determined by differential leveling AD2815.and adjusted by the National Geodetic Survey in June 1991. AD2815 AD2815.The geoid height was determined by GEOID99. AD2815 AD2815.The dynamic height is computed by dividing the NAVD 88 AD2815.geopotential number by the normal gravity value computed on the AD2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2815.degrees latitude (g = 980.6199 gals.). AD2815 AD2815.The modeled gravity was interpolated from observed gravity values. AD2815 AD2815; North East Units Estimated Accuracy AD2815;SPC FL E - 261,520. 292,500. MT (+/- 180 meters Scaled) AD2815 AD2815 SUPERSEDED SURVEY CONTROL AD2815 AD2815 NGVD 29 - 4.737 (m) 15.54 (f) ADJ UNCH 1 1 AD2815 AD2815.Superseded values are not recommended for survey control. AD2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2815.See file dsdata.txt to determine how the superseded data were derived. AD2815 AD2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK924525(NAD 83) AD2815_MARKER: DD = SURVEY DISK AD2815_SETTING: 30 = GUARDRAIL BASE AD2815_STAMPING: 1 15.55 AD2815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2815+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003 AD2815 AD2815 HISTORY - Date Condition Report By AD2815 HISTORY - UNK MONUMENTED FLDT AD2815 HISTORY - 1973 GOOD NGS AD2815 HISTORY - 1973 MARK NOT FOUND NGS AD2815 HISTORY - 20011110 GOOD USPSQD AD2815 HISTORY - 20030408 GOOD USPSQD AD2815 AD2815 STATION DESCRIPTION AD2815 AD2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AD2815'AT WEST PALM BEACH. AD2815'AT WEST PALM BEACH, ABOUT 1.95 MILES SOUTH ALONG THE FLORIDA AD2815'EAST COAST RAILWAY FROM THE PASSENGER STATION, THENCE 0.9 MILE AD2815'WEST ALONG BELVEDERE ROAD, NEAR THE JUNCTION OF MERCER AVENUE, AD2815'SET IN THE TOP OF AND AT THE SOUTHWEST END OF THE SOUTHEAST AD2815'GUARD RAIL BASE OF A 90 FOOT BRIDGE ON MERCER AVENUE OVER A AD2815'DITCH, 112 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION, 350 AD2815'FEET NORTHEAST OF AND ACROSS BELVEDERE ROAD FROM BENCH MARK Y 96, AD2815'15.0 FEET SOUTHEAST OF THE CENTER LINE OF MERCER AVENUE AND AD2815'1/2 FOOT ABOVE THE LEVEL OF THE AVENUE. NOTE-- AREA IS UNDER AD2815'CONSTRUCTION AND MARK IS BELIEVED TO BE COVERED WITH FILL AT AD2815'THIS TIME. AD2815 AD2815 STATION RECOVERY (1973) AD2815 AD2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2815'MARK NOT FOUND. AD2815 AD2815 STATION RECOVERY (2001) AD2815 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD2815'RECOVERED IN GOOD CONDITION. AD2815 AD2815 STATION RECOVERY (2003) AD2815 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2815'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8162 *********************************************************************** AD8162 DESIGNATION - 48 BRP AD8162 PID - AD8162 AD8162 STATE/COUNTY- FL/PALM BEACH AD8162 USGS QUAD - LAKE HARBOR SE (1970) AD8162 AD8162 *CURRENT SURVEY CONTROL AD8162 ___________________________________________________________________ AD8162* NAD 83(1986)- 26 33 55. (N) 080 50 33. (W) SCALED AD8162* NAVD 88 - 5.475 (meters) 17.96 (feet) ADJUSTED AD8162 ___________________________________________________________________ AD8162 GEOID HEIGHT- -24.81 (meters) GEOID99 AD8162 DYNAMIC HT - 5.467 (meters) 17.94 (feet) COMP AD8162 MODELED GRAV- 979,087.0 (mgal) NAVD 88 AD8162 AD8162 VERT ORDER - SECOND CLASS I AD8162 AD8162.The horizontal coordinates were scaled from a topographic map and have AD8162.an estimated accuracy of +/- 6 seconds. AD8162 AD8162.The orthometric height was determined by differential leveling AD8162.and adjusted by the National Geodetic Survey in September 2001. AD8162.No vertical observational check was made to the station. AD8162 AD8162.The geoid height was determined by GEOID99. AD8162 AD8162.The dynamic height is computed by dividing the NAVD 88 AD8162.geopotential number by the normal gravity value computed on the AD8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8162.degrees latitude (g = 980.6199 gals.). AD8162 AD8162.The modeled gravity was interpolated from observed gravity values. AD8162 AD8162; North East Units Estimated Accuracy AD8162;SPC FL E - 247,250. 215,690. MT (+/- 180 meters Scaled) AD8162 AD8162 SUPERSEDED SURVEY CONTROL AD8162 AD8162 NGVD 29 - 5.892 (m) 19.33 (f) ADJUSTED 1 2 AD8162 AD8162.Superseded values are not recommended for survey control. AD8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8162.See file dsdata.txt to determine how the superseded data were derived. AD8162 AD8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK156382(NAD 83) AD8162_MARKER: DD = SURVEY DISK AD8162_SETTING: 32 = WINGWALL AD8162_STAMPING: 48 BRP 1969 AD8162_MARK LOGO: USGS AD8162_MAGNETIC: N = NO MAGNETIC MATERIAL AD8162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8162+STABILITY: SURFACE MOTION AD8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8162+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2002 AD8162 AD8162 HISTORY - Date Condition Report By AD8162 HISTORY - 1969 MONUMENTED USGS AD8162 HISTORY - 19920317 GOOD NGS AD8162 HISTORY - 20000301 GOOD FLDEP AD8162 HISTORY - 20021111 GOOD NGS AD8162 AD8162 STATION DESCRIPTION AD8162 AD8162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8162'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8162'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, IN TOP AD8162'OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE AD8162'ABUTMENT OF A BRIDGE SPANNING THE MIAMI CANAL, 17.1 M (56.1 FT) EAST AD8162'OF THE CENTER OF THE ROAD, AND 2.7 M (8.9 FT) NORTH OF AND LEVEL WITH AD8162'THE CENTER OF THE BRIDGE. AD8162 AD8162 STATION RECOVERY (2000) AD8162 AD8162'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AD8162'THE MARK IS ABOUT 13.6 MI (21.9 KM) SOUTHWEST OF SOUTHBAY, 9.2 MI AD8162'(14.8 KM) SOUTH OF LAKE HARBOR (ON THE EAST LEVEE ROAD OF THE MIAMI AD8162'CANAL), IN SECTION 21, TOWNSHIP 45 SOUTH, RANGE 35 EAST. TO REACH THE AD8162'MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH AD8162'BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION AD8162'OF COUNTY ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO AD8162'WEST FOR 4.8 MI (7.7 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON AD8162'COUNTY ROAD 827 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF MIAMI CANAL AD8162'(EAST SIDE), TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR 3.1 MI (5.0 AD8162'KM) TO THE T-JUNCTION OF A PAVED ROAD AND THE MARK ON THE RIGHT, SET AD8162'IN THE TOP OF THE NORTHWEST CORNER OF THE BRIDGE WINGWALL OVER THE AD8162'MIAMI CANAL. LOCATED 143.0 FT (43.6 M) WEST OF THE APPROXIMATE AD8162'CENTERLINE OF THE LEVEE ROAD (EAST SIDE) OF THE MIAMI CANAL, 60.0 FT AD8162'(18.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD (WEST AD8162'SIDE) OF THE MIAMI CANAL AND 10.0 FT (3.0 M) NORTH OF THE APPROXIMATE AD8162'CENTERLINE OF THE BRIDGE. AD8162 AD8162 STATION RECOVERY (2002) AD8162 AD8162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8162'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD5809 *********************************************************************** AD5809 TIDAL BM - This is a Tidal Bench Mark. AD5809 DESIGNATION - 872 2621 A TIDAL AD5809 PID - AD5809 AD5809 STATE/COUNTY- FL/PALM BEACH AD5809 USGS QUAD - PALM BEACH (1983) AD5809 AD5809 *CURRENT SURVEY CONTROL AD5809 ___________________________________________________________________ AD5809* NAD 83(1986)- 26 42 13. (N) 080 02 47. (W) SCALED AD5809* NAVD 88 - 0.984 (meters) 3.23 (feet) ADJUSTED AD5809 ___________________________________________________________________ AD5809 GEOID HEIGHT- -26.52 (meters) GEOID99 AD5809 DYNAMIC HT - 0.982 (meters) 3.22 (feet) COMP AD5809 MODELED GRAV- 979,118.4 (mgal) NAVD 88 AD5809 AD5809 VERT ORDER - FIRST CLASS II AD5809 AD5809.The horizontal coordinates were scaled from a topographic map and have AD5809.an estimated accuracy of +/- 6 seconds. AD5809 AD5809.The orthometric height was determined by differential leveling AD5809.and adjusted by the National Geodetic Survey in June 1991. AD5809 AD5809.This Tidal Bench Mark is designated as VM 5603 AD5809.by the Center for Operational Oceanographic Products and Services. AD5809 AD5809.The geoid height was determined by GEOID99. AD5809 AD5809.The dynamic height is computed by dividing the NAVD 88 AD5809.geopotential number by the normal gravity value computed on the AD5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD5809.degrees latitude (g = 980.6199 gals.). AD5809 AD5809.The modeled gravity was interpolated from observed gravity values. AD5809 AD5809; North East Units Estimated Accuracy AD5809;SPC FL E - 262,920. 294,890. MT (+/- 180 meters Scaled) AD5809 AD5809 SUPERSEDED SURVEY CONTROL AD5809 AD5809 NGVD 29 - 1.448 (m) 4.75 (f) ADJUSTED 1 2 AD5809 AD5809.Superseded values are not recommended for survey control. AD5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5809.See file dsdata.txt to determine how the superseded data were derived. AD5809 AD5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK948539(NAD 83) AD5809_MARKER: DJ = TIDAL STATION DISK AD5809_SETTING: 32 = RETAINING WALL AD5809_STAMPING: A 2621 1976 AD5809_MARK LOGO: NOS AD5809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD5809+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003 AD5809 AD5809 HISTORY - Date Condition Report By AD5809 HISTORY - 1976 MONUMENTED NOS AD5809 HISTORY - 1980 GOOD FLDNR AD5809 HISTORY - 1989 GOOD USPSQD AD5809 HISTORY - 19910116 GOOD NGS AD5809 HISTORY - 20020219 GOOD USPSQD AD5809 HISTORY - 20030411 GOOD USPSQD AD5809 AD5809 STATION DESCRIPTION AD5809 AD5809'DESCRIBED BY FL DEPT OF NAT RES 1980 AD5809'IN PALM BEACH. AD5809'THE MARK IS 0.5 FT ABOVE GROUND. AD5809'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM AD5809'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE AD5809'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE AD5809'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK. THE AD5809'MARK BEARS 30.8 FEET NORTH OF THE NORTHEAST CORNER OF THE DOCKMASTERS AD5809'BUILDING AND 21.0 FEET WEST OF THE APPROXIMATE CENTER OF A TAR AND AD5809'GRAVEL BIKE PATH. RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD AD5809'260801. AD5809 AD5809 STATION RECOVERY (1989) AD5809 AD5809'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD5809'RECOVERED IN GOOD CONDITION. AD5809 AD5809 STATION RECOVERY (1991) AD5809 AD5809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD5809'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY) AD5809'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN AD5809'PALM BEACH, IN A CONCRETE RETAINING WALL ALONG THE EAST BANK OF THE AD5809'INTRACOASTAL WATERWAY, 128.9 M (422.9 FT) SOUTH OF THE HIGHWAY AD5809'CENTERLINE, 40.7 M (133.5 FT) SOUTH OF BENCH MARK 872 2621 B TIDAL, AD5809'9.4 M (30.8 FT) NORTH OF THE NORTHEAST CORNER OF THE BRAZILIAN DOCK AD5809'MASTERS OFFICE, AND 6.2 M (20.3 FT) EAST OF AND LEVEL WITH THE CENTER AD5809'OF A PAVED PATH. AD5809 AD5809 STATION RECOVERY (2002) AD5809 AD5809'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD5809'RECOVERED IN GOOD CONDITION. AD5809 AD5809 STATION RECOVERY (2003) AD5809 AD5809'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD5809'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD5808 *********************************************************************** AD5808 TIDAL BM - This is a Tidal Bench Mark. AD5808 DESIGNATION - 872 2621 B TIDAL AD5808 PID - AD5808 AD5808 STATE/COUNTY- FL/PALM BEACH AD5808 USGS QUAD - PALM BEACH (1983) AD5808 AD5808 *CURRENT SURVEY CONTROL AD5808 ___________________________________________________________________ AD5808* NAD 83(1986)- 26 42 13. (N) 080 02 47. (W) SCALED AD5808* NAVD 88 - 0.982 (meters) 3.22 (feet) ADJUSTED AD5808 ___________________________________________________________________ AD5808 GEOID HEIGHT- -26.52 (meters) GEOID99 AD5808 DYNAMIC HT - 0.981 (meters) 3.22 (feet) COMP AD5808 MODELED GRAV- 979,118.4 (mgal) NAVD 88 AD5808 AD5808 VERT ORDER - FIRST CLASS II AD5808 AD5808.The horizontal coordinates were scaled from a topographic map and have AD5808.an estimated accuracy of +/- 6 seconds. AD5808 AD5808.The orthometric height was determined by differential leveling AD5808.and adjusted by the National Geodetic Survey in June 1991. AD5808 AD5808.This Tidal Bench Mark is designated as VM 5604 AD5808.by the Center for Operational Oceanographic Products and Services. AD5808 AD5808.The geoid height was determined by GEOID99. AD5808 AD5808.The dynamic height is computed by dividing the NAVD 88 AD5808.geopotential number by the normal gravity value computed on the AD5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD5808.degrees latitude (g = 980.6199 gals.). AD5808 AD5808.The modeled gravity was interpolated from observed gravity values. AD5808 AD5808; North East Units Estimated Accuracy AD5808;SPC FL E - 262,920. 294,890. MT (+/- 180 meters Scaled) AD5808 AD5808 SUPERSEDED SURVEY CONTROL AD5808 AD5808 NGVD 29 - 1.446 (m) 4.74 (f) ADJUSTED 1 2 AD5808 AD5808.Superseded values are not recommended for survey control. AD5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5808.See file dsdata.txt to determine how the superseded data were derived. AD5808 AD5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK948539(NAD 83) AD5808_MARKER: DJ = TIDAL STATION DISK AD5808_SETTING: 32 = RETAINING WALL AD5808_STAMPING: B 2621 1976 AD5808_MARK LOGO: NOS AD5808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD5808+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003 AD5808 AD5808 HISTORY - Date Condition Report By AD5808 HISTORY - 1976 MONUMENTED NOS AD5808 HISTORY - 1980 GOOD FLDNR AD5808 HISTORY - 1989 GOOD USPSQD AD5808 HISTORY - 19910116 GOOD NGS AD5808 HISTORY - 20020219 GOOD USPSQD AD5808 HISTORY - 20030411 GOOD USPSQD AD5808 AD5808 STATION DESCRIPTION AD5808 AD5808'DESCRIBED BY FL DEPT OF NAT RES 1980 AD5808'IN PALM BEACH. AD5808'THE MARK IS 0.5 FT ABOVE GROUND. AD5808'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM AD5808'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE AD5808'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE AD5808'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK. THE AD5808'MARK BEARS 21.3 FEET WEST OF THE APPROXIMATE CENTER OF A BIKE PATH AND AD5808'IS WEST OF THE MID-POINT BETWEEN THE 5TH AND 6TH ROYAL PALM TREES AD5808'NORTH OF THE DOCKMASTERS OFFICE. RECOVERED AS DESCRIBED IN NOS TIDAL AD5808'DATA, QUAD 260801. AD5808 AD5808 STATION RECOVERY (1989) AD5808 AD5808'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD5808'RECOVERED IN GOOD CONDITION. AD5808 AD5808 STATION RECOVERY (1991) AD5808 AD5808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD5808'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY) AD5808'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN AD5808'PALM BEACH, IN A CONCRETE RETAINING WALL ALONG THE EAST BANK OF THE AD5808'INTRACOASTAL WATERWAY, 88.2 M (289.4 FT) SOUTH OF THE HIGHWAY AD5808'CENTERLINE, 45.3 M (148.6 FT) SOUTH OF BENCH MARK 872 2621 C TIDAL, AD5808'40.7 M (133.5 FT) NORTH OF BENCH MARK 872 2621 A TIDAL, AND 6.2 M AD5808'(20.3 FT) EAST OF AND LEVEL WITH THE CENTER OF A PAVED PATH. AD5808 AD5808 STATION RECOVERY (2002) AD5808 AD5808'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD5808'RECOVERED IN GOOD CONDITION. AD5808 AD5808 STATION RECOVERY (2003) AD5808 AD5808'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD5808'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD5807 *********************************************************************** AD5807 TIDAL BM - This is a Tidal Bench Mark. AD5807 DESIGNATION - 872 2621 C TIDAL AD5807 PID - AD5807 AD5807 STATE/COUNTY- FL/PALM BEACH AD5807 USGS QUAD - PALM BEACH (1983) AD5807 AD5807 *CURRENT SURVEY CONTROL AD5807 ___________________________________________________________________ AD5807* NAD 83(1986)- 26 42 13. (N) 080 02 47. (W) SCALED AD5807* NAVD 88 - 0.970 (meters) 3.18 (feet) ADJUSTED AD5807 ___________________________________________________________________ AD5807 GEOID HEIGHT- -26.52 (meters) GEOID99 AD5807 DYNAMIC HT - 0.969 (meters) 3.18 (feet) COMP AD5807 MODELED GRAV- 979,118.4 (mgal) NAVD 88 AD5807 AD5807 VERT ORDER - FIRST CLASS II AD5807 AD5807.The horizontal coordinates were scaled from a topographic map and have AD5807.an estimated accuracy of +/- 6 seconds. AD5807 AD5807.The orthometric height was determined by differential leveling AD5807.and adjusted by the National Geodetic Survey in June 1991. AD5807 AD5807.This Tidal Bench Mark is designated as VM 5605 AD5807.by the Center for Operational Oceanographic Products and Services. AD5807 AD5807.The geoid height was determined by GEOID99. AD5807 AD5807.The dynamic height is computed by dividing the NAVD 88 AD5807.geopotential number by the normal gravity value computed on the AD5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD5807.degrees latitude (g = 980.6199 gals.). AD5807 AD5807.The modeled gravity was interpolated from observed gravity values. AD5807 AD5807; North East Units Estimated Accuracy AD5807;SPC FL E - 262,920. 294,890. MT (+/- 180 meters Scaled) AD5807 AD5807 SUPERSEDED SURVEY CONTROL AD5807 AD5807 NGVD 29 - 1.434 (m) 4.70 (f) ADJUSTED 1 2 AD5807 AD5807.Superseded values are not recommended for survey control. AD5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5807.See file dsdata.txt to determine how the superseded data were derived. AD5807 AD5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK948539(NAD 83) AD5807_MARKER: DJ = TIDAL STATION DISK AD5807_SETTING: 32 = RETAINING WALL AD5807_STAMPING: C 2621 1976 AD5807_MARK LOGO: NOS AD5807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD5807+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003 AD5807 AD5807 HISTORY - Date Condition Report By AD5807 HISTORY - 1976 MONUMENTED NOS AD5807 HISTORY - 1980 GOOD FLDNR AD5807 HISTORY - 1989 GOOD USPSQD AD5807 HISTORY - 19910116 GOOD NGS AD5807 HISTORY - 20020219 GOOD USPSQD AD5807 HISTORY - 20030411 GOOD USPSQD AD5807 AD5807 STATION DESCRIPTION AD5807 AD5807'DESCRIBED BY FL DEPT OF NAT RES 1980 AD5807'IN PALM BEACH. AD5807'THE MARK IS 0.5 FT ABOVE GROUND. AD5807'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM AD5807'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE AD5807'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE AD5807'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK. THE AD5807'MARK BEARS 116.0 FEET SOUTH OF THE INTERSECTION OF THE SEAWALL WITH AD5807'THE ROYAL PALM BRIDGE AND 21.6 FEET WEST OF THE APPROXIMATE CENTER OF AD5807'A BIKE PATH. RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801. AD5807 AD5807 STATION RECOVERY (1989) AD5807 AD5807'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD5807'RECOVERED IN GOOD CONDITION. AD5807 AD5807 STATION RECOVERY (1991) AD5807 AD5807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD5807'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY) AD5807'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN AD5807'PALM BEACH, IN A CONCRETE RETAINING WALL ALONG THE EAST BANK OF THE AD5807'INTRACOASTAL WATERWAY, 45.3 M (148.6 FT) NORTH OF BENCH MARK 872 2621 AD5807'B TIDAL, 42.9 M (140.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 33.3 M AD5807'(109.3 FT) SOUTH OF BENCH MARK E 233, AND 6.2 M (20.3 FT) WEST OF AND AD5807'LEVEL WITH THE CENTER OF A PAVED PATH. AD5807 AD5807 STATION RECOVERY (2002) AD5807 AD5807'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD5807'RECOVERED IN GOOD CONDITION. AD5807 AD5807 STATION RECOVERY (2003) AD5807 AD5807'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD5807'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD5806 *********************************************************************** AD5806 TIDAL BM - This is a Tidal Bench Mark. AD5806 DESIGNATION - 872 2621 E TIDAL AD5806 PID - AD5806 AD5806 STATE/COUNTY- FL/PALM BEACH AD5806 USGS QUAD - PALM BEACH (1983) AD5806 AD5806 *CURRENT SURVEY CONTROL AD5806 ___________________________________________________________________ AD5806* NAD 83(1986)- 26 42 21. (N) 080 02 40. (W) SCALED AD5806* NAVD 88 - 3.793 (meters) 12.44 (feet) ADJUSTED AD5806 ___________________________________________________________________ AD5806 GEOID HEIGHT- -26.53 (meters) GEOID99 AD5806 DYNAMIC HT - 3.788 (meters) 12.43 (feet) COMP AD5806 MODELED GRAV- 979,118.4 (mgal) NAVD 88 AD5806 AD5806 VERT ORDER - FIRST CLASS II AD5806 AD5806.The horizontal coordinates were scaled from a topographic map and have AD5806.an estimated accuracy of +/- 6 seconds. AD5806 AD5806.The orthometric height was determined by differential leveling AD5806.and adjusted by the National Geodetic Survey in June 1991. AD5806 AD5806.This Tidal Bench Mark is designated as VM 5606 AD5806.by the Center for Operational Oceanographic Products and Services. AD5806 AD5806.The geoid height was determined by GEOID99. AD5806 AD5806.The dynamic height is computed by dividing the NAVD 88 AD5806.geopotential number by the normal gravity value computed on the AD5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD5806.degrees latitude (g = 980.6199 gals.). AD5806 AD5806.The modeled gravity was interpolated from observed gravity values. AD5806 AD5806; North East Units Estimated Accuracy AD5806;SPC FL E - 263,170. 295,090. MT (+/- 180 meters Scaled) AD5806 AD5806 SUPERSEDED SURVEY CONTROL AD5806 AD5806 NGVD 29 - 4.257 (m) 13.97 (f) ADJUSTED 1 2 AD5806 AD5806.Superseded values are not recommended for survey control. AD5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5806.See file dsdata.txt to determine how the superseded data were derived. AD5806 AD5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950542(NAD 83) AD5806_MARKER: DJ = TIDAL STATION DISK AD5806_SETTING: 38 = ABUTMENT AD5806_STAMPING: E 2621 1976 AD5806_MARK LOGO: NOS AD5806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD5806+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991 AD5806 AD5806 HISTORY - Date Condition Report By AD5806 HISTORY - 1976 MONUMENTED NOS AD5806 HISTORY - 1980 GOOD FLDNR AD5806 HISTORY - 1989 GOOD USPSQD AD5806 HISTORY - 19910116 GOOD NGS AD5806 HISTORY - 20020219 MARK NOT FOUND USPSQD AD5806 HISTORY - 20030411 MARK NOT FOUND USPSQD AD5806 AD5806 STATION DESCRIPTION AD5806 AD5806'DESCRIBED BY FL DEPT OF NAT RES 1980 AD5806'IN PALM BEACH. AD5806'THE MARK IS 3.3 FT ABOVE SIDEWALK. AD5806'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM AD5806'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE AD5806'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE AD5806'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK. THE AD5806'MARK BEARS 31.5 FEET NORTH OF THE CENTERLINE OF ROYAL PALM BRIDGE AND AD5806'7.4 FEET WEST OF THE EAST END OF THE NORTHEAST BRIDGE ABUTMENT. AD5806'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801. AD5806 AD5806 STATION RECOVERY (1989) AD5806 AD5806'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD5806'RECOVERED IN GOOD CONDITION. AD5806 AD5806 STATION RECOVERY (1991) AD5806 AD5806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD5806'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY) AD5806'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN AD5806'PALM BEACH, IN TOP OF AND 2.3 M (7.5 FT) WEST OF THE EAST END OF THE AD5806'NORTHEAST CONCRETE ABUTMENT PARAPET OF THE HIGHWAY BRIDGE SPANNING AD5806'THE INTRACOASTAL WATERWAY, 9.6 M (31.5 FT) NORTH OF THE HIGHWAY AD5806'CENTERLINE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. AD5806 AD5806 STATION RECOVERY (2002) AD5806 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD5806'BRIDGE DEMOLISHED. NEW BRIDGE TO BE BUILT AT SAME LOCATION. AD5806 AD5806 STATION RECOVERY (2003) AD5806 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD5806'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2914 *********************************************************************** AD2914 DESIGNATION - B 233 AD2914 PID - AD2914 AD2914 STATE/COUNTY- FL/PALM BEACH AD2914 USGS QUAD - RIVIERA BEACH (1983) AD2914 AD2914 *CURRENT SURVEY CONTROL AD2914 ___________________________________________________________________ AD2914* NAD 83(1986)- 26 47 54. (N) 080 04 22. (W) SCALED AD2914* NAVD 88 - 7.363 (meters) 24.16 (feet) ADJUSTED AD2914 ___________________________________________________________________ AD2914 GEOID HEIGHT- -26.75 (meters) GEOID99 AD2914 DYNAMIC HT - 7.352 (meters) 24.12 (feet) COMP AD2914 MODELED GRAV- 979,112.1 (mgal) NAVD 88 AD2914 AD2914 VERT ORDER - FIRST CLASS II AD2914 AD2914.The horizontal coordinates were scaled from a topographic map and have AD2914.an estimated accuracy of +/- 6 seconds. AD2914 AD2914.The orthometric height was determined by differential leveling AD2914.and adjusted by the National Geodetic Survey in June 1991. AD2914 AD2914.The geoid height was determined by GEOID99. AD2914 AD2914.The dynamic height is computed by dividing the NAVD 88 AD2914.geopotential number by the normal gravity value computed on the AD2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2914.degrees latitude (g = 980.6199 gals.). AD2914 AD2914.The modeled gravity was interpolated from observed gravity values. AD2914 AD2914; North East Units Estimated Accuracy AD2914;SPC FL E - 273,400. 292,190. MT (+/- 180 meters Scaled) AD2914 AD2914 SUPERSEDED SURVEY CONTROL AD2914 AD2914 NGVD 29 - 7.823 (m) 25.67 (f) ADJUSTED 1 2 AD2914 AD2914.Superseded values are not recommended for survey control. AD2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2914.See file dsdata.txt to determine how the superseded data were derived. AD2914 AD2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921644(NAD 83) AD2914_MARKER: DB = BENCH MARK DISK AD2914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AD2914_STAMPING: B 233 1965 AD2914_MARK LOGO: CGS AD2914_PROJECTION: FLUSH AD2914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2914+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003 AD2914_ROD/PIPE-DEPTH: 16.5 meters AD2914 AD2914 HISTORY - Date Condition Report By AD2914 HISTORY - 1965 MONUMENTED CGS AD2914 HISTORY - 1970 GOOD NGS AD2914 HISTORY - 1973 GOOD NGS AD2914 HISTORY - 19880227 POOR USPSQD AD2914 HISTORY - 19910117 GOOD NGS AD2914 HISTORY - 20010413 MARK NOT FOUND GCYI AD2914 HISTORY - 20020412 GOOD USPSQD AD2914 HISTORY - 20030412 GOOD USPSQD AD2914 AD2914 STATION DESCRIPTION AD2914 AD2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AD2914'AT LAKE PARK. AD2914'AT LAKE PARK, ALONG THE FLORIDA EAST COAST RAILWAY, 278 FEET AD2914'SOUTHEAST OF THE CENTER OF THE CROSSING OF PARK AVENUE AND THE AD2914'NORTHBOUND TRACK, ON THE INSIDE AND NEAR THE SOUTHWEST EDGE OF A AD2914'GRASSY PLOT SURROUNDED BY A SIDEWALK, 237 FEET SOUTH OF THE AD2914'CENTER LINE OF PARK AVENUE, 59.7 FEET EAST OF THE EAST RAIL AD2914'OF THE NORTHBOUND TRACK, 7 FEET SOUTHWEST OF THE SOUTHWEST ONE AD2914'OF 4 10-INCH PALM TREES, 1.2 FEET SOUTHWEST OF THE SOUTHWEST AD2914'EDGE OF A SIDEWALK, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, AD2914'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE AD2914'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND AD2914'PROTECTED BY A 4 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND. AD2914'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 54 FEET. SEC 20, AD2914'T 42S, R 43E. AD2914 AD2914 STATION RECOVERY (1973) AD2914 AD2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2914'RECOVERED IN GOOD CONDITION. AD2914 AD2914 STATION RECOVERY (1988) AD2914 AD2914'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLD) AD2914'MARK RECOVERED IN POOR CONDITION. AD2914 AD2914 STATION RECOVERY (1991) AD2914 AD2914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2914'IN LAKE PARK, AT THE INTERSECTION OF THE FLORIDA EAST COAST RAILROAD AD2914'AND LAKE AVENUE, 73.4 M (240.8 FT) SOUTHEAST OF AND LEVEL WITH THE AD2914'AVENUE CENTERLINE, 39.8 M (130.6 FT) WEST OF THE CENTER OF 10TH AD2914'STREET, 18.2 M (59.7 FT) NORTHEAST OF THE NEAR RAIL, 3.5 M (11.5 FT) AD2914'NORTH OF A CHAIN-LINK FENCE CORNER, 2.1 M (6.9 FT) NORTHEAST OF THE AD2914'FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) AD2914'EAST OF THE EAST EDGE OF A SIDEWALK. NOTE--THE DISK IS ENCASED IN A AD2914'4-INCH METAL PIPE THAT IS FLUSH WITH THE GROUND SURFACE. AD2914 AD2914 STATION RECOVERY (2001) AD2914 AD2914'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA) AD2914'MARK NOT FOUND. AD2914 AD2914 STATION RECOVERY (2002) AD2914 AD2914'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2914'DESCRIPTION HAS CHANGED. NO FENCE OR SIDEWALK. MARK IS BEHIND NEW AD2914'FIREHOUSE AD2914 AD2914 STATION RECOVERY (2003) AD2914 AD2914'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2914'DISK LOOSE IN CONCRETE. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AJ3491 *********************************************************************** AJ3491 DESIGNATION - B 487 AJ3491 PID - AJ3491 AJ3491 STATE/COUNTY- FL/PALM BEACH AJ3491 USGS QUAD - OKEELANTA (1970) AJ3491 AJ3491 *CURRENT SURVEY CONTROL AJ3491 ___________________________________________________________________ AJ3491* NAD 83(1986)- 26 34 49. (N) 080 42 36. (W) SCALED AJ3491* NAVD 88 - 3.915 (meters) 12.84 (feet) ADJUSTED AJ3491 ___________________________________________________________________ AJ3491 GEOID HEIGHT- -24.92 (meters) GEOID99 AJ3491 DYNAMIC HT - 3.909 (meters) 12.82 (feet) COMP AJ3491 MODELED GRAV- 979,093.0 (mgal) NAVD 88 AJ3491 AJ3491 VERT ORDER - SECOND CLASS I AJ3491 AJ3491.The horizontal coordinates were scaled from a topographic map and have AJ3491.an estimated accuracy of +/- 6 seconds. AJ3491 AJ3491.The orthometric height was determined by differential leveling AJ3491.and adjusted by the National Geodetic Survey in September 2001. AJ3491 AJ3491.The geoid height was determined by GEOID99. AJ3491 AJ3491.The dynamic height is computed by dividing the NAVD 88 AJ3491.geopotential number by the normal gravity value computed on the AJ3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3491.degrees latitude (g = 980.6199 gals.). AJ3491 AJ3491.The modeled gravity was interpolated from observed gravity values. AJ3491 AJ3491; North East Units Estimated Accuracy AJ3491;SPC FL E - 248,930. 228,890. MT (+/- 180 meters Scaled) AJ3491 AJ3491 SUPERSEDED SURVEY CONTROL AJ3491 AJ3491.No superseded survey control is available for this station. AJ3491 AJ3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK288399(NAD 83) AJ3491_MARKER: DD = SURVEY DISK AJ3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3491_STAMPING: B 487 2000 AJ3491_MARK LOGO: FLDEP AJ3491_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3491+STABILITY: SURFACE MOTION AJ3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3491+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002 AJ3491 AJ3491 HISTORY - Date Condition Report By AJ3491 HISTORY - 2000 MONUMENTED FLDEP AJ3491 HISTORY - 20021022 GOOD NGS AJ3491 AJ3491 STATION DESCRIPTION AJ3491 AJ3491'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ3491'THE MARK IS ABOUT 33.15 MI (53.35 KM) SOUTHWEST OF SOUTH BAY ON LEVEE AJ3491'19, IN SECTION 14, TOWNSHIP 45 SOUTH, RANGE 36 EAST. TO REACH THE MARK AJ3491'FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, AJ3491'GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF AJ3491'COUNTY ROAD 827, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.05 MI (1.69 AJ3491'KM) TO A CONCRETE BRIDGE OVER THE NORTH NEW RIVER CANAL, TURN LEFT AJ3491'CROSSING OVER THE BRIDGE TO THE EAST END AND THE JUNCTION OF LEVEE 19 AJ3491'ON THE RIGHT PARALELLING THE NORTH NEW RIVER CANAL, TURN RIGHT ON AJ3491'LEVEE 19 AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF A ROAD AJ3491'LEADING EAST AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND AJ3491'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 6.0 FT (1.8 M) BELOW THE AJ3491'LEVEL OF THE LEVEE ROAD. LOCATED 55.0 FT (16.8 M) WEST OF THE AJ3491'APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 15.0 FT (4.6 M) EAST OF THE AJ3491'EAST EDGE OF THE CANAL, 2.0 FT (0.6 M) SOUTH OF A 3-INCH PVC POST, 2.0 AJ3491'FT (0.6 M) NORTH OF A PVC POST AND 1.0 FT (0.3 M) EAST OF A CARSONITE AJ3491'WITNESS POST. AJ3491 AJ3491 STATION RECOVERY (2002) AJ3491 AJ3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AJ3491'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AJ3549 *********************************************************************** AJ3549 DESIGNATION - B 488 AJ3549 PID - AJ3549 AJ3549 STATE/COUNTY- FL/PALM BEACH AJ3549 USGS QUAD - LAKE HARBOR SE (1970) AJ3549 AJ3549 *CURRENT SURVEY CONTROL AJ3549 ___________________________________________________________________ AJ3549* NAD 83(1986)- 26 36 36. (N) 080 49 13. (W) SCALED AJ3549* NAVD 88 - 2.851 (meters) 9.35 (feet) ADJUSTED AJ3549 ___________________________________________________________________ AJ3549 GEOID HEIGHT- -24.84 (meters) GEOID99 AJ3549 DYNAMIC HT - 2.846 (meters) 9.34 (feet) COMP AJ3549 MODELED GRAV- 979,094.0 (mgal) NAVD 88 AJ3549 AJ3549 VERT ORDER - SECOND CLASS I AJ3549 AJ3549.The horizontal coordinates were scaled from a topographic map and have AJ3549.an estimated accuracy of +/- 6 seconds. AJ3549 AJ3549.The orthometric height was determined by differential leveling AJ3549.and adjusted by the National Geodetic Survey in September 2001. AJ3549 AJ3549.The geoid height was determined by GEOID99. AJ3549 AJ3549.The dynamic height is computed by dividing the NAVD 88 AJ3549.geopotential number by the normal gravity value computed on the AJ3549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3549.degrees latitude (g = 980.6199 gals.). AJ3549 AJ3549.The modeled gravity was interpolated from observed gravity values. AJ3549 AJ3549; North East Units Estimated Accuracy AJ3549;SPC FL E - 252,210. 217,900. MT (+/- 180 meters Scaled) AJ3549 AJ3549 SUPERSEDED SURVEY CONTROL AJ3549 AJ3549.No superseded survey control is available for this station. AJ3549 AJ3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK178432(NAD 83) AJ3549_MARKER: DD = SURVEY DISK AJ3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3549_STAMPING: B 488 2000 AJ3549_MARK LOGO: FLDEP AJ3549_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3549+STABILITY: SURFACE MOTION AJ3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3549+SATELLITE: SATELLITE OBSERVATIONS - 2000 AJ3549 AJ3549 HISTORY - Date Condition Report By AJ3549 HISTORY - 2000 MONUMENTED FLDEP AJ3549 HISTORY - 20021111 GOOD NGS AJ3549 AJ3549 STATION DESCRIPTION AJ3549 AJ3549'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ3549'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF SOUTHBAY, 6.2 MI (10.0 AJ3549'KM) SOUTH OF LAKE HARBOR, 6.8 MI (10.9 KM) WEST OF OKEELANTA (ON THE AJ3549'NORTH LEVEE ROAD OF THE BOLLES CANAL), IN SECTION 35, TOWNSHIP 44 AJ3549'SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. AJ3549'HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S. HIGHWAY 27 AJ3549'FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF COUNTY ROAD 827 ON THE RIGHT, AJ3549'TURN RIGHT ON COUNTY ROAD 827 AND GO WEST FOR 4.8 MI (7.7 KM) TO THE AJ3549'END OF THE PAVEMENT, CONTINUE WEST ON COUNTY ROAD 827 FOR 1.95 MI AJ3549'(3.14 KM) TO THE JUNCTION OF A FARM ROAD ON THE RIGHT AND THE MARK ON AJ3549'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT AJ3549'(9.1 CM) BELOW THE LEVEL OF THE GROUND AND 10.0 FT (3.0 M) BELOW THE AJ3549'LEVEL OF THE LEVEE ROAD. LOCATED 107.0 FT (32.6 M) EAST OF THE AJ3549'APPROXIMATE CENTERLINE OF A NORTH ROAD ON THE SIDE OF A FARM DITCH, AJ3549'79.0 FT (24.1 M) EAST OF THE EXTENED CENTERLINE OF A FARM DITCH AJ3549'LEADING NORTH, 48.0 FT (14.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF AJ3549'THE LEVEE ROAD, 6.0 FT (1.8 M) SOUTH OF THE SOUTH SIDE OF A FARM DITCH AJ3549'AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. AJ3549 AJ3549 STATION RECOVERY (2002) AJ3549 AJ3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AJ3549'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2817 *********************************************************************** AD2817 DESIGNATION - B 71 RESET AD2817 PID - AD2817 AD2817 STATE/COUNTY- FL/PALM BEACH AD2817 USGS QUAD - PALM BEACH (1983) AD2817 AD2817 *CURRENT SURVEY CONTROL AD2817 ___________________________________________________________________ AD2817* NAD 83(1986)- 26 41 25. (N) 080 03 29. (W) SCALED AD2817* NAVD 88 - 6.987 (meters) 22.92 (feet) ADJUSTED AD2817 ___________________________________________________________________ AD2817 GEOID HEIGHT- -26.43 (meters) GEOID99 AD2817 DYNAMIC HT - 6.977 (meters) 22.89 (feet) COMP AD2817 MODELED GRAV- 979,118.3 (mgal) NAVD 88 AD2817 AD2817 VERT ORDER - SECOND CLASS 0 AD2817 AD2817.The horizontal coordinates were scaled from a topographic map and have AD2817.an estimated accuracy of +/- 6 seconds. AD2817 AD2817.The orthometric height was determined by differential leveling AD2817.and adjusted by the National Geodetic Survey in June 1991. AD2817 AD2817.The geoid height was determined by GEOID99. AD2817 AD2817.The dynamic height is computed by dividing the NAVD 88 AD2817.geopotential number by the normal gravity value computed on the AD2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2817.degrees latitude (g = 980.6199 gals.). AD2817 AD2817.The modeled gravity was interpolated from observed gravity values. AD2817 AD2817; North East Units Estimated Accuracy AD2817;SPC FL E - 261,440. 293,740. MT (+/- 180 meters Scaled) AD2817 AD2817 SUPERSEDED SURVEY CONTROL AD2817 AD2817 NGVD 29 - 7.45 (m) 24.4 (f) COMPUTED 2 0 AD2817 AD2817.Superseded values are not recommended for survey control. AD2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2817.See file dsdata.txt to determine how the superseded data were derived. AD2817 AD2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK937524(NAD 83) AD2817_MARKER: DB = BENCH MARK DISK AD2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2817_STAMPING: B 71 RESET 1942 AD2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2817+STABILITY: SURFACE MOTION AD2817 AD2817 HISTORY - Date Condition Report By AD2817 HISTORY - 1942 MONUMENTED CGS AD2817 HISTORY - 1965 MARK NOT FOUND NGS AD2817 HISTORY - 19920317 MARK NOT FOUND NGS AD2817 HISTORY - 20020408 MARK NOT FOUND USPSQD AD2817 HISTORY - 20030408 MARK NOT FOUND USPSQD AD2817 AD2817 STATION DESCRIPTION AD2817 AD2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD2817'2.1 MI SW FROM WEST PALM BEACH. AD2817'2.1 MILES SOUTHWEST ALONG BELVEDERE ROAD FROM THE COUNTY AD2817'COURTHOUSE AT WEST PALM BEACH, PALM BEACH COUNTY, 175 YARDS AD2817'WEST OF THE FLORIDA EAST COAST RAILWAY, 74 YARDS SOUTHEAST AD2817'OF THE SOUTHEAST CORNER OF THE BELVEDERE APARTMENTS, AT THE AD2817'INTERSECTION OF GEORGIA AVENUE, 12 FEET EAST OF THE CURB OF AD2817'GEORGIA AVENUE, AND 3 FEET SOUTH OF THE CURB OF BELVEDERE ROAD. AD2817'A STANDARD DISK, STAMPED B 71 RESET 1942 AND SET IN THE TOP AD2817'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND. AD2817 AD2817 STATION RECOVERY (1992) AD2817 AD2817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD2817'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD2817 AD2817 STATION RECOVERY (2002) AD2817 AD2817'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2817'NO LONGER APARTMENTS AT LOCATION. GPS SHOWS LOCATION OF MARK UNDER AD2817'SIDEWALK AD2817 AD2817 STATION RECOVERY (2003) AD2817 AD2817'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2817'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8348 *********************************************************************** AD8348 DESIGNATION - BEREAN AD8348 PID - AD8348 AD8348 STATE/COUNTY- FL/PALM BEACH AD8348 USGS QUAD - PALM BEACH FARMS (1983) AD8348 AD8348 *CURRENT SURVEY CONTROL AD8348 ___________________________________________________________________ AD8348* NAD 83(1999)- 26 42 30.24703(N) 080 10 35.16282(W) ADJUSTED AD8348* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8348 ___________________________________________________________________ AD8348 X - 972,753.815 (meters) COMP AD8348 Y - -5,617,866.645 (meters) COMP AD8348 Z - 2,849,381.125 (meters) COMP AD8348 LAPLACE CORR- -2.87 (seconds) DEFLEC99 AD8348 ELLIP HEIGHT- -20.79 (meters) (07/06/01) GPS OBS AD8348 GEOID HEIGHT- -26.07 (meters) GEOID99 AD8348 AD8348 HORZ ORDER - FIRST AD8348 ELLP ORDER - FOURTH CLASS II AD8348 AD8348.The horizontal coordinates were established by GPS observations AD8348.and adjusted by the National Geodetic Survey in July 2001. AD8348 AD8348.The NAVD 88 height was computed by applying the VERTCON shift value to AD8348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8348 AD8348.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8348 AD8348.The Laplace correction was computed from DEFLEC99 derived deflections. AD8348 AD8348.The ellipsoidal height was determined by GPS observations AD8348.and is referenced to NAD 83. AD8348 AD8348.The geoid height was determined by GEOID99. AD8348 AD8348; North East Units Scale Converg. AD8348;SPC FL E - 263,361.253 281,949.600 MT 1.00002406 +0 22 12.6 AD8348;UTM 17 - 2,954,403.377 581,921.639 MT 0.99968285 +0 22 12.6 AD8348 AD8348 SUPERSEDED SURVEY CONTROL AD8348 AD8348 NAD 83(1990)- 26 42 30.24631(N) 080 10 35.16087(W) AD( ) 1 AD8348 ELLIP HT - -20.79 (m) (08/13/93) GP( ) 4 1 AD8348 NAD 83(1990)- 26 42 30.24581(N) 080 10 35.16164(W) AD( ) 1 AD8348 ELLIP HT - -20.78 (m) (03/31/93) GP( ) 4 1 AD8348 NGVD 29 - 5.8 (m) 19. (f) GPS OBS AD8348 AD8348.Superseded values are not recommended for survey control. AD8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8348.See file dsdata.txt to determine how the superseded data were derived. AD8348 AD8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8192254403(NAD 83) AD8348_MARKER: DD = SURVEY DISK AD8348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8348_STAMPING: BEREAN AD8348_MARK LOGO: FL-099 AD8348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8348+STABILITY: SURFACE MOTION AD8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8348+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 AD8348 AD8348 HISTORY - Date Condition Report By AD8348 HISTORY - UNK MONUMENTED FL-099 AD8348 HISTORY - 19910810 GOOD ADRGS AD8348 HISTORY - 20020318 GOOD USPSQD AD8348 HISTORY - 20030407 GOOD USPSQD AD8348 AD8348 STATION DESCRIPTION AD8348 AD8348'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8348'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8348'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON AD8348'OKEECHOBEE BOULEVARD FOR 2.2 MI (3.54 KM) TO THE STATION ON THE LEFT, AD8348'185 FEET WEST OF THE WEST EDGE OF PAVEMENT FOR THE ENTRANCE TO BEREAN AD8348'BAPTIST TEMPLE, AND 27 FEET NORTH OF THE NORTH TOP OF SLOPE FOR AN AD8348'EAST-WEST CANAL . AD8348'THE STATION IS WEST 113.31 FT (34.54 M) FROM A NAIL AND TIN TAB SET AD8348'2.5 FEET UP THE SOUTH SIDE OF A POWER POLE, SOUTHEAST 35.96 FT AD8348'(10.96 M) FROM A NAIL AND TIN TAB SET 1.5 FEET UP THE NORTH SIDE OF A AD8348'POWER POLE WITH A WITNESS SIGN, AND EAST 123.12 FT (37.53 M) FROM A AD8348'NAIL AND TIN TAB SET 1.5 FEET UP THE NORTH SIDE OF A 14 INCH PALM. AD8348 AD8348 STATION RECOVERY (2002) AD8348 AD8348'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8348'RECOVERED IN GOOD CONDITION. AD8348 AD8348 STATION RECOVERY (2003) AD8348 AD8348'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8348'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD7409 *********************************************************************** AD7409 DESIGNATION - BRIDGE 2 AD7409 PID - AD7409 AD7409 STATE/COUNTY- FL/PALM BEACH AD7409 USGS QUAD - LAKE HARBOR SE (1970) AD7409 AD7409 *CURRENT SURVEY CONTROL AD7409 ___________________________________________________________________ AD7409* NAD 83(1990)- 26 33 57.48801(N) 080 50 31.94665(W) ADJUSTED AD7409* NAVD 88 - 5.877 (meters) 19.28 (feet) ADJUSTED AD7409 ___________________________________________________________________ AD7409 LAPLACE CORR- -0.96 (seconds) DEFLEC99 AD7409 GEOID HEIGHT- -24.81 (meters) GEOID99 AD7409 DYNAMIC HT - 5.868 (meters) 19.25 (feet) COMP AD7409 MODELED GRAV- 979,087.1 (mgal) NAVD 88 AD7409 AD7409 HORZ ORDER - FIRST AD7409 VERT ORDER - FIRST CLASS II AD7409 AD7409.The horizontal coordinates were established by classical geodetic methods AD7409.and adjusted by the National Geodetic Survey in May 1991. AD7409 AD7409.The orthometric height was determined by differential leveling AD7409.and adjusted by the National Geodetic Survey in October 1999. AD7409 AD7409.The Laplace correction was computed from DEFLEC99 derived deflections. AD7409 AD7409.The geoid height was determined by GEOID99. AD7409 AD7409.The dynamic height is computed by dividing the NAVD 88 AD7409.geopotential number by the normal gravity value computed on the AD7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7409.degrees latitude (g = 980.6199 gals.). AD7409 AD7409.The modeled gravity was interpolated from observed gravity values. AD7409 AD7409; North East Units Scale Converg. AD7409;SPC FL E - 247,325.863 215,720.454 MT 0.99994423 +0 04 14.0 AD7409;UTM 17 - 2,938,373.458 515,715.090 MT 0.99960305 +0 04 14.0 AD7409 AD7409: Primary Azimuth Mark Grid Az AD7409:SPC FL E - BRIDGE 2 AZ MK 348 50 13.0 AD7409:UTM 17 - BRIDGE 2 AZ MK 348 50 13.0 AD7409 AD7409|---------------------------------------------------------------------| AD7409| PID Reference Object Distance Geod. Az | AD7409| dddmmss.s | AD7409| AD7346 OKEELANTA SUGAR REFINING CO TK APPROX. 9.3 KM 0815130.0 | AD7409| AD8164 BRIDGE 2 RM 3 22.013 METERS 11341 | AD7409| CW9345 BRIDGE 2 RM 4 14.244 METERS 25852 | AD7409| AD7413 CLEWISTON ATT MICROWAVE APPROX.10.3 KM 3114850.3 | AD7409| CW9344 BRIDGE 2 AZ MK 3485427.0 | AD7409|---------------------------------------------------------------------| AD7409 AD7409 SUPERSEDED SURVEY CONTROL AD7409 AD7409 NAD 83(1986)- 26 33 57.48982(N) 080 50 31.95552(W) AD( ) 1 AD7409 NAD 27 - 26 33 56.23244(N) 080 50 32.72985(W) AD( ) 1 AD7409 NGVD 29 - 6.312 (m) 20.71 (f) ADJUSTED 1 2 AD7409 AD7409.Superseded values are not recommended for survey control. AD7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7409.See file dsdata.txt to determine how the superseded data were derived. AD7409 AD7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1571538373(NAD 83) AD7409_MARKER: DS = TRIANGULATION STATION DISK AD7409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD7409_STAMPING: BRIDGE 2 1970 AD7409_MARK LOGO: NGS AD7409_MAGNETIC: N = NO MAGNETIC MATERIAL AD7409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD7409+STABILITY: SURFACE MOTION AD7409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7409+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2002 AD7409 AD7409 HISTORY - Date Condition Report By AD7409 HISTORY - 1970 MONUMENTED NGS AD7409 HISTORY - 1970 GOOD NGS AD7409 HISTORY - 1973 GOOD LOCSUR AD7409 HISTORY - 19920317 GOOD NGS AD7409 HISTORY - 20000301 GOOD FLDEP AD7409 HISTORY - 20021111 GOOD NGS AD7409 AD7409 STATION DESCRIPTION AD7409 AD7409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NCA) AD7409'STATION IS ABOUT 14 MILES SOUTHWEST OF BELLE GLADE, 14 MILES AD7409'SOUTHEAST OF CLEWISTON, 9 MILES SOUTH OF LAKE HARBOR, AT THE AD7409'JUNCTION OF THE SEABOARD COAST LINE RAILROAD AND MIAMI CANAL AD7409'AND ON THE RAILROAD RIGHT-OF-WAY. AD7409' AD7409'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH BAY, GO WEST AD7409'ON STATE HIGHWAY 80 FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY AD7409'27. TURN LEFT AND GO SOUTHERLY ON HIGHWAY 27 FOR 3.90 MILES TO AD7409'A CROSSROAD (S-832). CONTINUE SOUTH ON HIGHWAY 27 FOR 2.05 MILES AD7409'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON THE NORTH SIDE AD7409'OF A CANAL FOR 2.45 MILES TO WHERE THE MAIN ROAD TURNS AND AD7409'CROSSES THE CANAL AT THE ENTRANCE TO A SUGAR PLANT. CROSS THE AD7409'CANAL AND TURN RIGHT AND GO WEST ON OILED ROAD ALONG THE AD7409'SOUTH SIDE OF THE CANAL FOR 1.5 MILES TO A CROSSROAD AND CANAL. AD7409'TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF THE CANAL FOR AD7409'1.0 MILE TO A T JUNCTION JUST AFTER CROSSING A RAILROAD TRACK. AD7409'TURN RIGHT AND GO WEST ON OILED ROAD FOR 4.55 MILES TO A AD7409'CROSSROAD JUST BEFORE REACHING A BRIDGE CROSSING THE MIAMI AD7409'CANAL. TURN RIGHT AND GO NORTH FOR 0.05 MILE TO A RAILROAD AD7409'CROSSING AND STATION ON LEFT AS DESCRIBED. AD7409' AD7409'ALL MARKS ARE STANDARD DISKS. AD7409' AD7409'STATION MARK, STAMPED BRIDGE 2 1970, IS SET IN A ROUND CONCRETE AD7409'POST FLUSH WITH THE GROUND. IT IS 44 FEET NORTHWEST OF CENTER AD7409'OF THE RAILROAD CROSSING, 38 FEET WEST OF CENTER OF THE AD7409'GRAVELED ROAD, 17.5 FEET WEST OF A RAILROAD CROSSING SIGN, 14 AD7409'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD BRIDGE AD7409'AND 12.6 FEET NORTH OF THE NORTH RAIL OF THE TRACKS. AD7409' AD7409'REFERENCE MARK 3, STAMPED BRIDGE 2 NO 3 1970, IS SET IN A AD7409'ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 28 FEET AD7409'SOUTHEAST OF CENTER OF THE RAILROAD CROSSING, 21.5 FEET EAST OF AD7409'CENTER OF THE ROAD, 11.8 FEET SOUTH OF THE SOUTH RAIL AND 1.3 AD7409'FEET WEST OF A RAILROAD CROSSING SIGN. AD7409' AD7409'REFERENCE MARK 4, STAMPED BRIDGE 2 NO 4 1970, IS CEMENTED IN A AD7409'DRILL HOLE IN THE NORTH END OF THE EAST BRIDGE SUPPORT OF THE AD7409'RAILROAD BRIDGE. IT IS 85 FEET WEST OF CENTER OF THE ROAD, 37 AD7409'FEET WEST OF THE NORTHEAST CORNER OF THE RAILROAD BRIDGE AND AD7409'4 FEET NORTH AND ABOUT 3 FEET LOWER THAN THE NORTH RAIL. AD7409' AD7409'AZIMUTH MARK, STAMPED BRIDGE 2 1970, IS SET IN A ROUND AD7409'CONCRETE POST FLUSH WITH THE GROUND. IT IS 81 FEET EAST OF THE AD7409'EAST EDGE OF THE MIAMI CANAL, 47 FEET WEST OF A DITCH, 15 FEET AD7409'EAST OF CENTER OF THE ROAD AND 2 FEET WEST OF A METAL WITNESS AD7409'POST. AD7409' AD7409'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE AD7409'GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. AD7409' AD7409'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. AD7409 AD7409 STATION RECOVERY (1970) AD7409 AD7409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 AD7409'RECOVERED IN GOOD CONDITION. AD7409 AD7409 STATION RECOVERY (1973) AD7409 AD7409'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 AD7409'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION. AD7409 AD7409 STATION RECOVERY (1992) AD7409 AD7409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD7409'14.8 KM (9.20 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD7409'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, 49.4 M AD7409'(162.1 FT) EAST OF THE CENTER OF THE ROAD, 22.0 M (72.2 FT) NORTHWEST AD7409'OF REFERENCE MARK 3, 5.6 M (18.4 FT) WEST OF A SIGN (RAILROAD AD7409'CROSSING), 4.8 M (15.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A AD7409'FLORIDA EAST COAST RAILROAD BRIDGE SPANNING THE MIAMI CANAL, 3.8 M AD7409'(12.5 FT) NORTH OF THE NEAR RAIL, 0.3 M (1.0 FT) SOUTH OF A WITNESS AD7409'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND AD7409'SURFACE. AD7409 AD7409 STATION RECOVERY (2000) AD7409 AD7409'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AD7409'THE MARK IS ABOUT 13.6 MI (21.9 KM) SOUTHWEST OF SOUTHBAY, 9.2 MI AD7409'(14.8 KM) SOUTH OF LAKE HARBOR (ON THE EAST LEVEE ROAD OF THE MIAMI AD7409'CANAL), IN SECTION 21, TOWNSHIP 45 SOUTH, RANGE 35 EAST. TO REACH THE AD7409'MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH AD7409'BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION AD7409'OF COUNTY ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO AD7409'WEST FOR 4.8 MI (7.7 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON AD7409'COUNTY ROAD 827 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF MIAMI CANAL AD7409'(EAST SIDE), TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR 3.1 MI (5.0 AD7409'KM) TO THE RAILROAD TRACKS AND THE MARK ON THE RIGHT, SET IN THE TOP AD7409'OF A ROUND CONCRETE MONUMENT, PROJECTING 0.2 FT (6.1 CM) ABOVE THE AD7409'LEVEL OF THE GROUND AND THE LEVEE ROAD. LOCATED 238.0 FT (72.5 M) AD7409'NORTH OF THE APPROXIMATE CENTERLINE OF A EAST-WEST PAVED ROAD, 18.0 FT AD7409'(5.5 M) WEST OF A RAILROAD CROSSING POLE WITH A PALM BEACH COUNTY AD7409'WITNESS SIGN, 15.5 FT (4.7 M) NORTH OF THE CENTER OF THE RAILROAD AD7409'TRACKS AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. AD7409 AD7409 STATION RECOVERY (2002) AD7409 AD7409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD7409'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD7329 *********************************************************************** AD7329 DESIGNATION - CAN AZ MK AD7329 PID - AD7329 AD7329 STATE/COUNTY- FL/PALM BEACH AD7329 USGS QUAD - PAHOKEE (1970) AD7329 AD7329 *CURRENT SURVEY CONTROL AD7329 ___________________________________________________________________ AD7329* NAD 83(1999)- 26 52 06.54499(N) 080 37 44.55263(W) ADJUSTED AD7329* NAVD 88 - 11.132 (meters) 36.52 (feet) ADJUSTED AD7329 ___________________________________________________________________ AD7329 X - 927,044.827 (meters) COMP AD7329 Y - -5,617,493.664 (meters) COMP AD7329 Z - 2,865,217.485 (meters) COMP AD7329 LAPLACE CORR- -2.08 (seconds) DEFLEC99 AD7329 ELLIP HEIGHT- -14.53 (meters) (12/12/02) GPS OBS AD7329 GEOID HEIGHT- -25.63 (meters) GEOID99 AD7329 DYNAMIC HT - 11.115 (meters) 36.47 (feet) COMP AD7329 MODELED GRAV- 979,112.7 (mgal) NAVD 88 AD7329 AD7329 HORZ ORDER - FIRST AD7329 VERT ORDER - FIRST CLASS II AD7329 ELLP ORDER - FOURTH CLASS I AD7329 AD7329.The horizontal coordinates were established by GPS observations AD7329.and adjusted by the National Geodetic Survey in December 2002. AD7329 AD7329.The orthometric height was determined by differential leveling AD7329.and adjusted by the National Geodetic Survey in September 2001. AD7329.No vertical observational check was made to the station. AD7329.WARNING-Repeat measurements at this control monument indicate possible AD7329.vertical movement. AD7329 AD7329.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD7329 AD7329.The Laplace correction was computed from DEFLEC99 derived deflections. AD7329 AD7329.The ellipsoidal height was determined by GPS observations AD7329.and is referenced to NAD 83. AD7329 AD7329.The geoid height was determined by GEOID99. AD7329 AD7329.The dynamic height is computed by dividing the NAVD 88 AD7329.geopotential number by the normal gravity value computed on the AD7329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7329.degrees latitude (g = 980.6199 gals.). AD7329 AD7329.The modeled gravity was interpolated from observed gravity values. AD7329 AD7329; North East Units Scale Converg. AD7329;SPC FL E - 280,886.617 236,860.077 MT 0.99995794 +0 10 03.6 AD7329;UTM 17 - 2,971,922.761 536,847.501 MT 0.99961676 +0 10 03.6 AD7329 AD7329: Primary Azimuth Mark Grid Az AD7329:SPC FL E - CAN RM 3 212 13 10.7 AD7329:UTM 17 - CAN RM 3 212 13 10.7 AD7329 AD7329|---------------------------------------------------------------------| AD7329| PID Reference Object Distance Geod. Az | AD7329| dddmmss.s | AD7329| AD7325 CAN RM 3 APPROX. 0.6 KM 2122314.3 | AD7329| AJ2050 CAN RM 1 APPROX. 0.6 KM 2123741.3 | AD7329| AD7324 CAN APPROX. 0.6 KM 2133425.8 | AD7329|---------------------------------------------------------------------| AD7329 AD7329 SUPERSEDED SURVEY CONTROL AD7329 AD7329 NAD 83(1990)- 26 52 06.54383(N) 080 37 44.55245(W) AD( ) 2 AD7329 NAD 83(1986)- 26 52 06.54747(N) 080 37 44.56094(W) AD( ) 2 AD7329 NAD 27 - 26 52 05.33252(N) 080 37 45.35744(W) AD( ) 2 AD7329 NGVD 29 - 11.6 (m) 38. (f) VERT ANG AD7329 AD7329.Superseded values are not recommended for survey control. AD7329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7329.See file dsdata.txt to determine how the superseded data were derived. AD7329 AD7329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3684871923(NAD 83) AD7329_MARKER: DZ = AZIMUTH MARK DISK AD7329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD7329_STAMPING: CAN 1942 1970 AD7329_MARK LOGO: CGS AD7329_PROJECTION: FLUSH AD7329_MAGNETIC: N = NO MAGNETIC MATERIAL AD7329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD7329+STABILITY: SURFACE MOTION AD7329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7329+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003 AD7329 AD7329 HISTORY - Date Condition Report By AD7329 HISTORY - 1970 MONUMENTED NGS AD7329 HISTORY - 20000318 GOOD FLDEP AD7329 HISTORY - 20010429 GOOD FLDEP AD7329 HISTORY - 20010518 GOOD EMCINC AD7329 HISTORY - 20010518 GOOD EMCINC AD7329 HISTORY - 20011114 GOOD FLDEP AD7329 HISTORY - 20030211 GOOD FLDEP AD7329 AD7329 STATION DESCRIPTION AD7329 AD7329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD7329'FOR TO REACH AND DESCRIPTION OF STATION, REFER TO DESCRIPTION AD7329'TO TRIANGULATION STATION CAN RM 3 OR RECOVERY NOTE OF CAN 1942. AD7329 AD7329 STATION RECOVERY (2000) AD7329 AD7329'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AD7329'THE MARK IS IN CANAL POINT, 15.5 MI (24.9 KM) NORTH OF SOUTH BAY, ON AD7329'THE EAST SIDE OF LAKE OKEECHOBEE, IN SECTION 33, TOWNSHIP 41 SOUTH, AD7329'RANGE 37 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY AD7329'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO AD7329'NORTHERLY ON U.S. HIGHWAY 441 AND 98 FOR 0.2 MI (0.3 KM) TO THE AD7329'JUNCTION OF A PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND AD7329'GO WEST FOR 0.05 MI (0.08 KM) CROSSING OVER THE RAILROAD TRACKS TO THE AD7329'TOP OF A LEVEE ROAD, TURN RIGHT ON THE LEVEE ROAD AND GO NORTH FOR AD7329'0.25 MI (0.40 KM) TO A LOCKED GATE ACROSS THE LEVEE ROAD AND THE MARK AD7329'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH AD7329'THE GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE LEVEE ROAD. AD7329'LOCATED 7.5 FT (2.3 M) SOUTHEAST OF THE CENTER OF A GATE ACROSS THE AD7329'LEVEE ROAD, 1.4 FT (0.4 M) WEST OF THE WEST END OF A METAL GUARDRAIL AD7329'AND 1.3 FT (0.4 M) SOUTH OF THE EAST GATE POST. NOTE THE CONCRETE IS AD7329'CHIPED OFF ON THE SOUTH SIDE OF THE MONUMENT. AD7329 AD7329 STATION RECOVERY (2001) AD7329 AD7329'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM) AD7329'RECOVERED AS DESCRIBED. AD7329 AD7329 STATION RECOVERY (2001) AD7329 AD7329'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB) AD7329'RECOVERED AS DESCRIBED. AD7329 AD7329 STATION RECOVERY (2001) AD7329 AD7329'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB) AD7329'RECOVERED IN GOOD CONDITION. AD7329 AD7329 STATION RECOVERY (2001) AD7329 AD7329'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AD7329'RECOVERED AS DESCRIBED. AD7329' AD7329 AD7329 STATION RECOVERY (2003) AD7329 AD7329'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (SS) AD7329'RECOVERED IN GOOD CONDITION. AD7329' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6578 *********************************************************************** AD6578 DESIGNATION - CONNISTON AD6578 PID - AD6578 AD6578 STATE/COUNTY- FL/PALM BEACH AD6578 USGS QUAD - PALM BEACH (1983) AD6578 AD6578 *CURRENT SURVEY CONTROL AD6578 ___________________________________________________________________ AD6578* NAD 83(1990)- 26 40 47.05432(N) 080 03 39.79853(W) ADJUSTED AD6578* NAVD 88 - 7.061 (meters) 23.17 (feet) ADJUSTED AD6578 ___________________________________________________________________ AD6578 LAPLACE CORR- -4.52 (seconds) DEFLEC99 AD6578 GEOID HEIGHT- -26.39 (meters) GEOID99 AD6578 DYNAMIC HT - 7.050 (meters) 23.13 (feet) COMP AD6578 MODELED GRAV- 979,117.6 (mgal) NAVD 88 AD6578 AD6578 HORZ ORDER - FIRST AD6578 VERT ORDER - FIRST CLASS II AD6578 AD6578.The horizontal coordinates were established by classical geodetic methods AD6578.and adjusted by the National Geodetic Survey in August 1993. AD6578 AD6578.The orthometric height was determined by differential leveling AD6578.and adjusted by the National Geodetic Survey in May 1994. AD6578 AD6578.The Laplace correction was computed from DEFLEC99 derived deflections. AD6578 AD6578.The geoid height was determined by GEOID99. AD6578 AD6578.The dynamic height is computed by dividing the NAVD 88 AD6578.geopotential number by the normal gravity value computed on the AD6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD6578.degrees latitude (g = 980.6199 gals.). AD6578 AD6578.The modeled gravity was interpolated from observed gravity values. AD6578 AD6578; North East Units Scale Converg. AD6578;SPC FL E - 260,264.555 293,454.442 MT 1.00004896 +0 25 17.8 AD6578;UTM 17 - 2,951,307.735 593,422.556 MT 0.99970775 +0 25 17.8 AD6578 AD6578: Primary Azimuth Mark Grid Az AD6578:SPC FL E - CONNISTON AZ MK 273 26 17.0 AD6578:UTM 17 - CONNISTON AZ MK 273 26 17.0 AD6578 AD6578|---------------------------------------------------------------------| AD6578| PID Reference Object Distance Geod. Az | AD6578| dddmmss.s | AD6578| AD6594 WEST PALM BEACH MEM PRESB SP APPROX. 2.6 KM 0195629.2 | AD6578| AD6595 WEST PALM BEACH 1ST BAP CH SP APPROX. 2.8 KM 0210410.9 | AD6578| AD6609 PALM BEACH BILTMORE HOTEL APPROX. 4.9 KM 0232650.0 | AD6578| AD6603 BREAKERS HOTEL N CUP FLAGSTAFF APPROX. 4.7 KM 0340832.5 | AD6578| AD8061 CONNISTON RM 1 21.776 METERS 04810 | AD6578| AD6572 WEST PALM BEACH SOUTHRIDGE TK 309.587 METERS 16412 | AD6578| AD6569 WEST PALM BEACH STANDPIPE APPROX. 0.8 KM 1925418.0 | AD6578| AD6566 WEST PALM BEACH FIRE DIST MAST APPROX. 5.5 KM 2474155.0 | AD6578| AD6563 WEST PALM BEACH NURSERY TANK APPROX. 6.8 KM 2482936.9 | AD6578| CW9433 CONNISTON AZ MK 2735134.8 | AD6578| AD8062 CONNISTON RM 2 20.595 METERS 28411 | AD6578| AD6586 PALM BEACH INTL APT TANK BCN APPROX. 3.5 KM 2882511.4 | AD6578| AD6587 WEST PALM BEACH INTL APT E TK APPROX. 3.0 KM 2935442.9 | AD6578| AD6589 WEST PALM BEACH SILVER TANK APPROX. 3.3 KM 3011832.1 | AD6578|---------------------------------------------------------------------| AD6578 AD6578 SUPERSEDED SURVEY CONTROL AD6578 AD6578 NAD 83(1990)- 26 40 47.05284(N) 080 03 39.79699(W) AD( ) 1 AD6578 NAD 83(1986)- 26 40 47.05747(N) 080 03 39.80559(W) AD( ) 1 AD6578 NAD 27 - 26 40 45.82096(N) 080 03 40.65652(W) AD( ) 1 AD6578 NGVD 29 - 7.527 (m) 24.69 (f) ADJUSTED 1 2 AD6578 AD6578.Superseded values are not recommended for survey control. AD6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6578.See file dsdata.txt to determine how the superseded data were derived. AD6578 AD6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9342351308(NAD 83) AD6578_MARKER: DS = TRIANGULATION STATION DISK AD6578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6578_STAMPING: CONNISTON 1970 AD6578_MARK LOGO: CGS AD6578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6578+STABILITY: SURFACE MOTION AD6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6578+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003 AD6578 AD6578 HISTORY - Date Condition Report By AD6578 HISTORY - 1970 MONUMENTED NGS AD6578 HISTORY - 1970 GOOD CGS AD6578 HISTORY - 1973 GOOD NGS AD6578 HISTORY - 1979 GOOD NGS AD6578 HISTORY - 1987 GOOD USPSQD AD6578 HISTORY - 19910115 GOOD NGS AD6578 HISTORY - 20030401 GOOD USPSQD AD6578 AD6578 STATION DESCRIPTION AD6578 AD6578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6578'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH-SOUTHWEST OF WEST AD6578'PALM BEACH, 1/2 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS AD6578'1 AND 98 (SOUTH DIXIE HIGHWAY AND SOUTHERN BLVD) AND IN THE AD6578'NORTHEAST CORNER OF THE CONNISTON JUNIOR HIGH SCHOOL GROUNDS. AD6578' AD6578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 98 AD6578'IN THE NORTH EDGE OF LAKE WORTH, GO WEST ON HIGHWAY 98 (SOUTHERN AD6578'BLVD) FOR 0.4 MILE TO THE INTERSECTION OF LAKE AVENUE AT THE WEST AD6578'END OF AN OVERPASS. TURN RIGHT AND GO NORTH ON LAKE AVENUE FOR AD6578'0.25 MILE TO THE INTERSECTION OF HOLLYWOOD PL AND STATION IN THE AD6578'SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AD6578' AD6578'ALL MARKS ARE STANDARD DISKS. AD6578' AD6578'STATION MARK, STAMPED CONNISTON 1970 IS SET IN A ROUND CONCRETE AD6578'POST FLUSH WITH THE GROUND. IT IS 108 FEET WEST-SOUTHWEST OF CENTER AD6578'OF A MANHOLE COVER IN THE CENTER OF THE INTERSECTION OF LAKE AVENUE AD6578'AND HOLLYWOOD PL, 86 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE AD6578'NUMBER 807, 38.6 FEET SOUTHEAST OF CENTER OF A MANHOLE COVER IN AD6578'THE CENTER OF HOLLYWOOD PL, 31 FEET SOUTH OF CENTER OF HOLLYWOOD AD6578'PL AND 15.5 FEET SOUTH OF THE SOUTH CURB OF HOLLYWOOD PL. AD6578' AD6578'RM 1, STAMPED CONNISTON NO 1 1970 IS CEMENTED IN A DRILL HOLE IN AD6578'THE NORTH CURB OF HOLLYWOOD PL. IT IS 64 FEET SOUTHEAST OF THE AD6578'SOUTHEAST CORNER OF HOUSE 807, 53 FEET WEST-NORTHWEST OF CENTER OF AD6578'THE MANHOLE COVER IN CENTER OF THE INTERSECTION, 17 FEET NORTH AD6578'OF CENTER OF HOLLYWOOD PL AND 3.2 FEET SOUTH OF THE SOUTH EDGE OF AD6578'A SIDEWALK. AD6578' AD6578'RM 2, STAMPED CONNISTON NO 2 1970 IS CEMENTED IN A DRILL HOLE IN AD6578'THE SOUTH CURB OF HOLLYWOOD PL. IT IS 69 FEET SOUTH-SOUTHWEST AD6578'OF THE SOUTHWEST CORNER OF HOUSE 807, 59.5 FEET EAST OF A AD6578'CONCRETE STREET LIGHT POLE, 47 FEET WEST-SOUTHWEST OF THE MANHOLE AD6578'COVER IN CENTER OF HOLLYWOOD PL AND 18 FEET SOUTH OF CENTER OF AD6578'HOLLYWOOD PL. AD6578' AD6578'AZ MK, STAMPED CONNISTON 1970 IS SET IN A ROUND CONCRETE POST FLUSH AD6578'WITH THE GROUND. IT IS 73 FEET NORTHEAST OF CENTER OF INTERSECTION AD6578'OF GLENWOOD ROAD AND HOLLYWOOD PL, 68 FEET EAST OF CENTER OF AD6578'GLENWOOD ROAD, 19 FEET NORTH OF CENTER OF HOLLYWOOD PL, 2.8 FEET AD6578'WEST OF A FIRE HYDRANT AND 2.1 FEET NORTH OF THE NORTH CURB OF AD6578'HOLLYWOOD PL. AD6578' AD6578'TO REACH THE AZ MK FROM THE STATION, GO WEST ON HOLLYWOOD PL FOR AD6578'0.2 MILE TO THE INTERSECTION OF GLENWOOD ROAD AND MARK ON RIGHT AD6578'AS DESCRIBED. AD6578' AD6578'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. AD6578 AD6578 STATION RECOVERY (1970) AD6578 AD6578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 AD6578'RECOVERED IN GOOD CONDITION. AD6578 AD6578 STATION RECOVERY (1973) AD6578 AD6578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6578'STATION MARK, RM 1 AND 2 AND AZIMUTH MARK ALL RECOVERED AS DESCRIBED AD6578'IN GOOD CONDITION. AD6578 AD6578 STATION RECOVERY (1979) AD6578 AD6578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AD6578'STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE RECOVERED IN AD6578'GOOD CONDITION AND AS DESCRIBED. STATION WAS VISITED BY REQUEST OF AD6578'THE PALM BEACH COUNTY ENGINEERING DEPARTMENT AS THEY FELT STATION WAS AD6578'DESTROYED. AD6578 AD6578 STATION RECOVERY (1987) AD6578 AD6578'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR) AD6578'RECOVERED IN GOOD CONDITION. AD6578 AD6578 STATION RECOVERY (1991) AD6578 AD6578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD6578'0.4 KM (0.2 MI) NORTHERLY ALONG LAKE AVENUE FROM THE INTERSECTION OF AD6578'SOUTHERN BOULEVARD (U.S. HIGHWAY 98) IN WEST PALM BEACH, 32.7 M AD6578'(107.3 FT) WEST OF THE AVENUE CENTERLINE, 21.6 M (70.9 FT) SOUTHWEST AD6578'OF REFERENCE MARK 1, 20.5 M (67.3 FT) EAST OF REFERENCE MARK 2, 9.6 M AD6578'(31.5 FT) SOUTH OF AND LEVEL WITH THE CENTER OF HOLLYWOOD PLACE, 4.7 AD6578'M (15.4 FT) SOUTH OF A CURB, 0.6 M (2.0 FT) SOUTH OF A FENCE AND AD6578'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE AD6578'GROUND SURFACE. AD6578 AD6578 STATION RECOVERY (2003) AD6578 AD6578'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6578'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6602 *********************************************************************** AD6602 DESIGNATION - CROSS AD6602 PID - AD6602 AD6602 STATE/COUNTY- FL/PALM BEACH AD6602 USGS QUAD - PALM BEACH (1983) AD6602 AD6602 *CURRENT SURVEY CONTROL AD6602 ___________________________________________________________________ AD6602* NAD 83(1990)- 26 42 24.59401(N) 080 06 39.97078(W) ADJUSTED AD6602* NAVD 88 - 5. (meters) 16. (feet) SCALED AD6602 ___________________________________________________________________ AD6602 LAPLACE CORR- -3.64 (seconds) DEFLEC99 AD6602 GEOID HEIGHT- -26.26 (meters) GEOID99 AD6602 AD6602 HORZ ORDER - SECOND AD6602 AD6602.The horizontal coordinates were established by classical geodetic methods AD6602.and adjusted by the National Geodetic Survey in May 1991. AD6602 AD6602.The orthometric height was scaled from a topographic map. AD6602 AD6602.The Laplace correction was computed from DEFLEC99 derived deflections. AD6602 AD6602.The geoid height was determined by GEOID99. AD6602 AD6602; North East Units Scale Converg. AD6602;SPC FL E - 263,230.934 288,451.942 MT 1.00003773 +0 23 58.3 AD6602;UTM 17 - 2,954,273.102 588,421.762 MT 0.99969652 +0 23 58.3 AD6602 AD6602: Primary Azimuth Mark Grid Az AD6602:SPC FL E - ROBERTS 090 53 20.7 AD6602:UTM 17 - ROBERTS 090 53 20.7 AD6602 AD6602|---------------------------------------------------------------------| AD6602| PID Reference Object Distance Geod. Az | AD6602| dddmmss.s | AD6602| AD6600 ROBERTS APPROX. 1.6 KM 0911719.0 | AD6602| CW9466 CROSS RM 2 59.479 METERS 18223 | AD6602| CW9465 CROSS RM 1 11.220 METERS 29429 | AD6602|---------------------------------------------------------------------| AD6602 AD6602 SUPERSEDED SURVEY CONTROL AD6602 AD6602 NAD 83(1986)- 26 42 24.59859(N) 080 06 39.97866(W) AD( ) 2 AD6602 NAD 27 - 26 42 23.36306(N) 080 06 40.82538(W) AD( ) 2 AD6602 AD6602.Superseded values are not recommended for survey control. AD6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6602.See file dsdata.txt to determine how the superseded data were derived. AD6602 AD6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8842254273(NAD 83) AD6602_MARKER: DS = TRIANGULATION STATION DISK AD6602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6602 AD6602 HISTORY - Date Condition Report By AD6602 HISTORY - 1924 MONUMENTED CGS AD6602 HISTORY - 1944 POOR CGS AD6602 HISTORY - 20020408 MARK NOT FOUND USPSQD AD6602 HISTORY - 20030408 MARK NOT FOUND USPSQD AD6602 AD6602 STATION DESCRIPTION AD6602 AD6602'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (EBR) AD6602'THIS STATION IS IN NW CORNER OF CROSSROADS AT POINT WHERE AD6602'OKEECHOBEE ROAD TURNS S, AT 4-MILEPOST, 1 METER FROM EDGE OF AD6602'PAVEMENT EACH WAY. AD6602' AD6602'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET IN AD6602'CONCRETE. AD6602' AD6602'REFERENCE MARK NO.1 IS TO THE NW, ACROSS A DRAINAGE DITCH, IN AN AD6602'ORCHARD. REFERENCE MARK NO.2 IS 1 METER W OF PAVEMENT OF OKEECHOBEE AD6602'ROAD, 59 METERS S OF CORNER. AD6602 AD6602 STATION RECOVERY (1944) AD6602 AD6602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) AD6602'ONLY REFERENCE MARK 1 AND THE UNDERGROUND MARK WERE RECOVERED. THE AD6602'DISK IN THE UNDERGROUND MARK WAS SET ON EDGE AND THE EXACT POSITION AD6602'OF THE STATION COULD NOT BE DETERMINED. IT SHOULD BE USED FOR AD6602'TOPOGRAPHIC CONTROL ONLY. AD6602 AD6602 STATION RECOVERY (2002) AD6602 AD6602'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6602'LOCATION OF MARK IS IN THE MIDDLE OF THE INTERSECTION OF OKEECHOBEE AD6602'BLVD AND MILITARY TRAIL AD6602 AD6602 STATION RECOVERY (2003) AD6602 AD6602'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6602'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8370 *********************************************************************** AD8370 DESIGNATION - CROSSING AD8370 PID - AD8370 AD8370 STATE/COUNTY- FL/PALM BEACH AD8370 USGS QUAD - GREENACRES CITY (1983) AD8370 AD8370 *CURRENT SURVEY CONTROL AD8370 ___________________________________________________________________ AD8370* NAD 83(1999)- 26 37 01.61907(N) 080 11 13.22801(W) ADJUSTED AD8370* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8370 ___________________________________________________________________ AD8370 X - 972,490.647 (meters) COMP AD8370 Y - -5,622,518.680 (meters) COMP AD8370 Z - 2,840,342.585 (meters) COMP AD8370 LAPLACE CORR- -2.88 (seconds) DEFLEC99 AD8370 ELLIP HEIGHT- -20.37 (meters) (07/06/01) GPS OBS AD8370 GEOID HEIGHT- -25.82 (meters) GEOID99 AD8370 AD8370 HORZ ORDER - FIRST AD8370 ELLP ORDER - FOURTH CLASS II AD8370 AD8370.The horizontal coordinates were established by GPS observations AD8370.and adjusted by the National Geodetic Survey in July 2001. AD8370 AD8370.The NAVD 88 height was computed by applying the VERTCON shift value to AD8370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8370 AD8370.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8370 AD8370.The Laplace correction was computed from DEFLEC99 derived deflections. AD8370 AD8370.The ellipsoidal height was determined by GPS observations AD8370.and is referenced to NAD 83. AD8370 AD8370.The geoid height was determined by GEOID99. AD8370 AD8370; North East Units Scale Converg. AD8370;SPC FL E - 253,240.204 280,961.822 MT 1.00002207 +0 21 51.3 AD8370;UTM 17 - 2,944,285.781 580,934.198 MT 0.99968087 +0 21 51.3 AD8370 AD8370 SUPERSEDED SURVEY CONTROL AD8370 AD8370 NAD 83(1990)- 26 37 01.61806(N) 080 11 13.22651(W) AD( ) 1 AD8370 ELLIP HT - -20.36 (m) (08/13/93) GP( ) 4 1 AD8370 NAD 83(1990)- 26 37 01.61777(N) 080 11 13.22705(W) AD( ) 1 AD8370 ELLIP HT - -20.36 (m) (03/31/93) GP( ) 4 1 AD8370 NGVD 29 - 6.0 (m) 20. (f) GPS OBS AD8370 AD8370.Superseded values are not recommended for survey control. AD8370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8370.See file dsdata.txt to determine how the superseded data were derived. AD8370 AD8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8093444286(NAD 83) AD8370_MARKER: DD = SURVEY DISK AD8370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8370_STAMPING: CROSSING AD8370_MARK LOGO: FL-099 AD8370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8370+STABILITY: SURFACE MOTION AD8370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8370+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8370 AD8370 HISTORY - Date Condition Report By AD8370 HISTORY - UNK MONUMENTED FL-099 AD8370 HISTORY - 19910810 GOOD ADRGS AD8370 HISTORY - 20001206 GOOD USPSQD AD8370 HISTORY - 20020128 GOOD USPSQD AD8370 HISTORY - 20030402 GOOD USPSQD AD8370 AD8370 STATION DESCRIPTION AD8370 AD8370'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8370'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8370'441) AND LAKE WORTH ROAD (STATE ROUTE 802), GO EAST ON LAKE WORTH AD8370'ROAD FOR 1.1 MI (1.77 KM) TO THE STATION ON THE RIGHT. THE STATION IS AD8370'ALSO 0.15 MI (0.24 KM) EAST OF LIONS ROAD. THE STATION IS 6 FEET AD8370'SOUTH OF THE SOUTH GUARDRAILS ON LAKE WORTH ROAD, AND 20 FEET WEST OF AD8370'AN ASPHALT DRIVE ENTRANCE LEADING TO THE SOUTH ACROSS A CANAL. AD8370'THE STATION IS NORTHWEST 21.78 FT (6.64 M) FROM AN X-CUT IN THE TOP OF AD8370'THE WEST CONCRETE HEADWALL FOR A CANAL RUNNING UNDERNEATH THE ASPHALT AD8370'DRIVE, SOUTH 6.97 FT (2.12 M) FROM A NAIL AND TIN TAB IN THE TOP OF A AD8370'GUARDRAIL POST, AND SOUTHEAST 16.31 FT (4.97 M) FROM AN X-CUT ON TOP AD8370'OF A GUARDRAIL H BEAM POST. AD8370 AD8370 STATION RECOVERY (2000) AD8370 AD8370'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8370'RECOVERED IN GOOD CONDITION. AD8370 AD8370 STATION RECOVERY (2002) AD8370 AD8370'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8370'RECOVERED IN GOOD CONDITION. AD8370 AD8370 STATION RECOVERY (2003) AD8370 AD8370'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8370'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AJ3553 *********************************************************************** AJ3553 DESIGNATION - D 488 AJ3553 PID - AJ3553 AJ3553 STATE/COUNTY- FL/PALM BEACH AJ3553 USGS QUAD - LAKE HARBOR SE (1970) AJ3553 AJ3553 *CURRENT SURVEY CONTROL AJ3553 ___________________________________________________________________ AJ3553* NAD 83(1986)- 26 36 36. (N) 080 46 23. (W) SCALED AJ3553* NAVD 88 - 4.400 (meters) 14.44 (feet) ADJUSTED AJ3553 ___________________________________________________________________ AJ3553 GEOID HEIGHT- -24.89 (meters) GEOID99 AJ3553 DYNAMIC HT - 4.393 (meters) 14.41 (feet) COMP AJ3553 MODELED GRAV- 979,095.2 (mgal) NAVD 88 AJ3553 AJ3553 VERT ORDER - FIRST CLASS II AJ3553 AJ3553.The horizontal coordinates were scaled from a topographic map and have AJ3553.an estimated accuracy of +/- 6 seconds. AJ3553 AJ3553.The orthometric height was determined by differential leveling AJ3553.and adjusted by the National Geodetic Survey in June 2002. AJ3553 AJ3553.The geoid height was determined by GEOID99. AJ3553 AJ3553.The dynamic height is computed by dividing the NAVD 88 AJ3553.geopotential number by the normal gravity value computed on the AJ3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3553.degrees latitude (g = 980.6199 gals.). AJ3553 AJ3553.The modeled gravity was interpolated from observed gravity values. AJ3553 AJ3553; North East Units Estimated Accuracy AJ3553;SPC FL E - 252,210. 222,600. MT (+/- 180 meters Scaled) AJ3553 AJ3553 SUPERSEDED SURVEY CONTROL AJ3553 AJ3553.No superseded survey control is available for this station. AJ3553 AJ3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK225432(NAD 83) AJ3553_MARKER: F = FLANGE-ENCASED ROD AJ3553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ3553_STAMPING: D 488 2000 AJ3553_MARK LOGO: FLDEP AJ3553_PROJECTION: FLUSH AJ3553_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3553+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2002 AJ3553_ROD/PIPE-DEPTH: 3.7 meters AJ3553 AJ3553 HISTORY - Date Condition Report By AJ3553 HISTORY - 2000 MONUMENTED FLDEP AJ3553 HISTORY - 20011030 GOOD FLDEP AJ3553 HISTORY - 20021111 GOOD NGS AJ3553 AJ3553 STATION DESCRIPTION AJ3553 AJ3553'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ3553'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF LAKE HARBOR, 6.0 MI AJ3553'(9.7 KM) SOUTHWEST OF SOUTHBAY, 3.8 MI (6.1 KM) WEST OF OKEELANTA ON AJ3553'COUNTY ROAD 827 WEST (ON THE NORTH LEVEE ROAD OF THE BOLLES CANAL), IN AJ3553'SECTION 31, TOWNSHIP 45 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM AJ3553'THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO AJ3553'SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF COUNTY AJ3553'ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO WEST FOR AJ3553'3.8 MI (6.1 KM) TO THE JUNCTION OF A CANAL LEADING NORTH AND THE MARK AJ3553'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF AJ3553'12.0 FT (3.7 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 0.5 FT AJ3553'(15.2 CM) BELOW THE LEVEL OF COUNTY ROAD 827, THE DATUM POINT IS AJ3553'RECESSED 0.5 FT (15.2 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED AJ3553'46.0 FT (14.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A SHELL ROAD AJ3553'LEADING NORTH ON THE EAST SIDE OF A SUGAR CANE DITCH, 34.0 FT (10.4 M) AJ3553'EAST OF THE APPROXIMATE CENTERLINE OF A SHELL ROCK ROAD LEADING NORTH AJ3553'ON THE WEST SIDE OF A SUGAR CANE DITCH, 22.5 FT (6.9 M) NORTH OF THE AJ3553'CENTERLINE OF COUNTY ROAD 827 AND 5.4 FT (1.6 M) SOUTH OF A CARSONITE AJ3553'WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH AJ3553'NGS LOGO CAP. AJ3553 AJ3553 STATION RECOVERY (2001) AJ3553 AJ3553'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AJ3553'RECOVERED AS DESCRIBED. AJ3553' AJ3553 AJ3553 STATION RECOVERY (2002) AJ3553 AJ3553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AJ3553'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2782 *********************************************************************** AD2782 DESIGNATION - D 97 RESET 1945 AD2782 PID - AD2782 AD2782 STATE/COUNTY- FL/PALM BEACH AD2782 USGS QUAD - PALM BEACH FARMS (1983) AD2782 AD2782 *CURRENT SURVEY CONTROL AD2782 ___________________________________________________________________ AD2782* NAD 83(1986)- 26 37 55. (N) 080 12 13. (W) SCALED AD2782* NAVD 88 - 4.91 (meters) 16.1 (feet) RESET AD2782 ___________________________________________________________________ AD2782 GEOID HEIGHT- -25.81 (meters) GEOID99 AD2782 AD2782 VERT ORDER - THIRD AD2782 AD2782.The horizontal coordinates were scaled from a topographic map and have AD2782.an estimated accuracy of +/- 6 seconds. AD2782 AD2782.The orthometric height was computed from unverified reset data. AD2782 AD2782.The geoid height was determined by GEOID99. AD2782 AD2782; North East Units Estimated Accuracy AD2782;SPC FL E - 254,870. 279,300. MT (+/- 180 meters Scaled) AD2782 AD2782 SUPERSEDED SURVEY CONTROL AD2782 AD2782 NGVD 29 - 5.33 (m) 17.5 (f) RESET 3 AD2782 AD2782.Superseded values are not recommended for survey control. AD2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2782.See file dsdata.txt to determine how the superseded data were derived. AD2782 AD2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK792459(NAD 83) AD2782_MARKER: DB = BENCH MARK DISK AD2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2782_STAMPING: D 97 RESET 1945 AD2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2782+STABILITY: SURFACE MOTION AD2782 AD2782 HISTORY - Date Condition Report By AD2782 HISTORY - 1945 MONUMENTED FLDT AD2782 HISTORY - 1964 GOOD NGS AD2782 HISTORY - 1988 GOOD USPSQD AD2782 HISTORY - 20020128 MARK NOT FOUND USPSQD AD2782 HISTORY - 20030401 MARK NOT FOUND USPSQD AD2782 AD2782 STATION DESCRIPTION AD2782 AD2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2782'8.3 MI SE FROM LOXAHATCHEE. AD2782'5.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER AD2782'WEST PALM BEACH CANAL AT LOXAHATCHEE, PALM BEACH COUNTY, AD2782'THENCE 3.3 MILES SOUTH ALONG STATE HIGHWAY 7, AT A CONCRETE-PIPE AD2782'CULVERT, IN THE SOUTH END OF THE WING WALL OF THE WEST HEAD WALL, AD2782'AND 34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A STANDARD AD2782'DISK, STAMPED D 97 RESET 1945. AD2782 AD2782 STATION RECOVERY (1988) AD2782 AD2782'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2782'RECOVERED IN GOOD CONDITION. AD2782 AD2782 STATION RECOVERY (2002) AD2782 AD2782'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2782'MARK NOT FOUND. AD2782 AD2782 STATION RECOVERY (2003) AD2782 AD2782'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2782'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2823 *********************************************************************** AD2823 TIDAL BM - This is a Tidal Bench Mark. AD2823 DESIGNATION - E 233 AD2823 PID - AD2823 AD2823 STATE/COUNTY- FL/PALM BEACH AD2823 USGS QUAD - PALM BEACH (1983) AD2823 AD2823 *CURRENT SURVEY CONTROL AD2823 ___________________________________________________________________ AD2823* NAD 83(1986)- 26 42 20. (N) 080 02 37. (W) SCALED AD2823* NAVD 88 - 3.788 (meters) 12.43 (feet) ADJUSTED AD2823 ___________________________________________________________________ AD2823 GEOID HEIGHT- -26.53 (meters) GEOID99 AD2823 DYNAMIC HT - 3.782 (meters) 12.41 (feet) COMP AD2823 MODELED GRAV- 979,118.3 (mgal) NAVD 88 AD2823 AD2823 VERT ORDER - FIRST CLASS II AD2823 AD2823.The horizontal coordinates were scaled from a topographic map and have AD2823.an estimated accuracy of +/- 6 seconds. AD2823 AD2823.The orthometric height was determined by differential leveling AD2823.and adjusted by the National Geodetic Survey in June 1991. AD2823 AD2823.This Tidal Bench Mark is designated as VM 5602 AD2823.by the Center for Operational Oceanographic Products and Services. AD2823 AD2823.The geoid height was determined by GEOID99. AD2823 AD2823.The dynamic height is computed by dividing the NAVD 88 AD2823.geopotential number by the normal gravity value computed on the AD2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2823.degrees latitude (g = 980.6199 gals.). AD2823 AD2823.The modeled gravity was interpolated from observed gravity values. AD2823 AD2823; North East Units Estimated Accuracy AD2823;SPC FL E - 263,140. 295,170. MT (+/- 180 meters Scaled) AD2823 AD2823 SUPERSEDED SURVEY CONTROL AD2823 AD2823 NGVD 29 - 4.252 (m) 13.95 (f) ADJUSTED 1 2 AD2823 AD2823.Superseded values are not recommended for survey control. AD2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2823.See file dsdata.txt to determine how the superseded data were derived. AD2823 AD2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK951541(NAD 83) AD2823_MARKER: DB = BENCH MARK DISK AD2823_SETTING: 38 = ABUTMENT AD2823_STAMPING: E 233 1965 AD2823_MARK LOGO: CGS AD2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2823+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991 AD2823 AD2823 HISTORY - Date Condition Report By AD2823 HISTORY - 1965 MONUMENTED CGS AD2823 HISTORY - 1973 GOOD NGS AD2823 HISTORY - 1980 GOOD FLDNR AD2823 HISTORY - 1983 GOOD USPSQD AD2823 HISTORY - 1985 GOOD USPSQD AD2823 HISTORY - 1988 GOOD USPSQD AD2823 HISTORY - 1990 GOOD USPSQD AD2823 HISTORY - 19910116 GOOD NGS AD2823 HISTORY - 20020219 MARK NOT FOUND USPSQD AD2823 HISTORY - 20030411 MARK NOT FOUND USPSQD AD2823 AD2823 STATION DESCRIPTION AD2823 AD2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2823'AT PALM BEACH. AD2823'AT PALM BEACH, IN SECTION 22, R 43 E, T 43 S, ABOUT 0.65 MILE AD2823'WEST ALONG ROYAL PALM WAY FROM THE INTERSECTION SOUTH OCEAN AD2823'BLVD, SET IN THE TOP OF AND AT THE EAST END OF THE SOUTH CONCRETE AD2823'GUARD RAIL BASE AT THE EAST END OF ROYAL PALM BRIDGE OVER LAKE AD2823'WORTH, 5.3 FEET SOUTH OF THE SOUTH CURB OF ROYAL PALM WAY, 7.3 AD2823'FEET WEST OF THE EAST END OF THE GUARD RAIL AND ABOUT 3 FEET AD2823'ABOVE THE LEVEL OF THE SIDEWALK. NOTE-- MARK IS 3 FEET ABOVE AD2823'THE LEVEL OF THE SIDEWALK INSTEAD OF 3 INCHES. AD2823 AD2823 STATION RECOVERY (1973) AD2823 AD2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2823'RECOVERED IN GOOD CONDITION. AD2823 AD2823 STATION RECOVERY (1980) AD2823 AD2823'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 AD2823'RECOVERED IN GOOD CONDITION. AD2823 AD2823 STATION RECOVERY (1983) AD2823 AD2823'RECOVERY NOTE BY US POWER SQUADRON 1983 AD2823'RECOVERED IN GOOD CONDITION. AD2823 AD2823 STATION RECOVERY (1985) AD2823 AD2823'RECOVERY NOTE BY US POWER SQUADRON 1985 (BJS) AD2823'RECOVERED IN GOOD CONDITION. AD2823 AD2823 STATION RECOVERY (1988) AD2823 AD2823'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM) AD2823'RECOVERED IN GOOD CONDITION. AD2823 AD2823 STATION RECOVERY (1990) AD2823 AD2823'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS) AD2823'RECOVERED IN GOOD CONDITION. AD2823 AD2823 STATION RECOVERY (1991) AD2823 AD2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2823'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY) AD2823'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN AD2823'PALM BEACH, IN TOP OF AND 2.2 M (7.2 FT) WEST OF THE EAST END OF THE AD2823'SOUTHEAST CONCRETE ABUTMENT PARAPET OF THE HIGHWAY BRIDGE SPANNING AD2823'THE INTRACOASTAL WATERWAY, 9.6 M (31.5 FT) SOUTH OF THE HIGHWAY AD2823'CENTERLINE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. AD2823 AD2823 STATION RECOVERY (2002) AD2823 AD2823'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2823'BRIDGE DEMOLISHED. NEW BRIDGE TO BE BUILT AT SAME LOCATION. AD2823 AD2823 STATION RECOVERY (2003) AD2823 AD2823'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2823'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2780 *********************************************************************** AD2780 DESIGNATION - E 97 AD2780 PID - AD2780 AD2780 STATE/COUNTY- FL/PALM BEACH AD2780 USGS QUAD - GREENACRES CITY (1983) AD2780 AD2780 *CURRENT SURVEY CONTROL AD2780 ___________________________________________________________________ AD2780* NAD 83(1986)- 26 37 00. (N) 080 12 14. (W) SCALED AD2780* NAVD 88 - 5.824 (meters) 19.11 (feet) ADJUSTED AD2780 ___________________________________________________________________ AD2780 GEOID HEIGHT- -25.78 (meters) GEOID99 AD2780 DYNAMIC HT - 5.815 (meters) 19.08 (feet) COMP AD2780 MODELED GRAV- 979,111.6 (mgal) NAVD 88 AD2780 AD2780 VERT ORDER - SECOND CLASS 0 AD2780 AD2780.The horizontal coordinates were scaled from a topographic map and have AD2780.an estimated accuracy of +/- 6 seconds. AD2780 AD2780.The orthometric height was determined by differential leveling AD2780.and adjusted by the National Geodetic Survey in June 1991. AD2780 AD2780.The geoid height was determined by GEOID99. AD2780 AD2780.The dynamic height is computed by dividing the NAVD 88 AD2780.geopotential number by the normal gravity value computed on the AD2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2780.degrees latitude (g = 980.6199 gals.). AD2780 AD2780.The modeled gravity was interpolated from observed gravity values. AD2780 AD2780; North East Units Estimated Accuracy AD2780;SPC FL E - 253,180. 279,280. MT (+/- 180 meters Scaled) AD2780 AD2780 SUPERSEDED SURVEY CONTROL AD2780 AD2780 NGVD 29 - 6.258 (m) 20.53 (f) ADJ UNCH 2 0 AD2780 AD2780.Superseded values are not recommended for survey control. AD2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2780.See file dsdata.txt to determine how the superseded data were derived. AD2780 AD2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK792442(NAD 83) AD2780_MARKER: DB = BENCH MARK DISK AD2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2780_STAMPING: E 97 1942 AD2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2780+STABILITY: SURFACE MOTION AD2780 AD2780 HISTORY - Date Condition Report By AD2780 HISTORY - 1942 MONUMENTED CGS AD2780 HISTORY - 1964 GOOD NGS AD2780 HISTORY - 1988 MARK NOT FOUND USPSQD AD2780 HISTORY - 20020128 MARK NOT FOUND USPSQD AD2780 HISTORY - 20030401 MARK NOT FOUND USPSQD AD2780 AD2780 STATION DESCRIPTION AD2780 AD2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2780'9.3 MI SE FROM LOXAHATCHEE. AD2780'5.0 MILES EAST ALONG STATE ROAD 80 (U.S. HIGHWAY 441) FROM THE AD2780'BRIDGE OVER THE WEST PALM BEACH CANAL AT LOXAHATCHEE, THENCE 4.3 AD2780'MILES SOUTH ALONG STATE ROAD 7 (U.S. HIGHWAY 441), AT THE AD2780'JUNCTION WITH STATE ROAD 802 LEADING TO GREENACRES CITY, 45 AD2780'FEET SOUTH OF THE CENTER OF STATE ROAD 802, 25 FEET SOUTH OF THE AD2780'SOUTHEAST CORNER OF A CONCRETE BRIDGE BUILT IN 1950, 13 FEET AD2780'SOUTHWEST OF THE EAST WINGWALL, 8 FEET EAST OF THE EDGE OF THE AD2780'CANAL AND 1.0 FOOT NORTH OF A WITNESS SIGN. A STANDARD DISK AD2780'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING AD2780'4 INCHES. AD2780 AD2780 STATION RECOVERY (1988) AD2780 AD2780'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2780'MARK NOT FOUND. AD2780 AD2780 STATION RECOVERY (2002) AD2780 AD2780'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2780'ROAF WIDENED AND NEW BRIDGE BUILT IN 1990 AD2780 AD2780 STATION RECOVERY (2003) AD2780 AD2780'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2780'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8149 *********************************************************************** AD8149 DESIGNATION - F 409 X AD8149 PID - AD8149 AD8149 STATE/COUNTY- FL/PALM BEACH AD8149 USGS QUAD - EAST OF LITTLE CYPRESS SWAMP (1974) AD8149 AD8149 *CURRENT SURVEY CONTROL AD8149 ___________________________________________________________________ AD8149* NAD 83(1986)- 26 22 56. (N) 080 47 54. (W) SCALED AD8149* NAVD 88 - 6.138 (meters) 20.14 (feet) ADJUSTED AD8149 ___________________________________________________________________ AD8149 GEOID HEIGHT- -24.80 (meters) GEOID99 AD8149 DYNAMIC HT - 6.128 (meters) 20.10 (feet) COMP AD8149 MODELED GRAV- 979,065.6 (mgal) NAVD 88 AD8149 AD8149 VERT ORDER - FIRST CLASS II AD8149 AD8149.The horizontal coordinates were scaled from a topographic map and have AD8149.an estimated accuracy of +/- 6 seconds. AD8149 AD8149.The orthometric height was determined by differential leveling AD8149.and adjusted by the National Geodetic Survey in September 1992. AD8149 AD8149.The geoid height was determined by GEOID99. AD8149 AD8149.The dynamic height is computed by dividing the NAVD 88 AD8149.geopotential number by the normal gravity value computed on the AD8149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8149.degrees latitude (g = 980.6199 gals.). AD8149 AD8149.The modeled gravity was interpolated from observed gravity values. AD8149 AD8149; North East Units Estimated Accuracy AD8149;SPC FL E - 226,980. 220,120. MT (+/- 180 meters Scaled) AD8149 AD8149 SUPERSEDED SURVEY CONTROL AD8149 AD8149 NGVD 29 - 6.575 (m) 21.57 (f) ADJUSTED 1 2 AD8149 AD8149.Superseded values are not recommended for survey control. AD8149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8149.See file dsdata.txt to determine how the superseded data were derived. AD8149 AD8149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK201180(NAD 83) AD8149_MARKER: I = METAL ROD AD8149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8149_STAMPING: F 409 X AD8149_MARK LOGO: NGS AD8149_PROJECTION: FLUSH AD8149_MAGNETIC: I = MARKER IS A STEEL ROD AD8149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD8149+STABILITY: POSITION/ELEVATION WELL AD8149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8149+SATELLITE: SATELLITE OBSERVATIONS - 1992 AD8149_ROD/PIPE-DEPTH: 4.1 meters AD8149 AD8149 HISTORY - Date Condition Report By AD8149 HISTORY - 1992 MONUMENTED NGS AD8149 HISTORY - 20021111 GOOD NGS AD8149 AD8149 STATION DESCRIPTION AD8149 AD8149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8149'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8149'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, THENCE AD8149'0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE 20.7 KM (12.85 AD8149'MI) SOUTHERLY ALONG THE EAST LEVEE ROAD OF THE MIAMI CANAL, 6.4 M AD8149'(21.0 FT) EAST-NORTHEAST OF AND LEVEL WITH THE CENTER OF THE ROAD, AD8149'2.5 M (8.2 FT) SOUTHEAST OF A UTILITY POLE, AND 0.5 M (1.6 FT) NORTH AD8149'OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AD8149'5-INCH LOGO CAP. AD8149 AD8149 STATION RECOVERY (2002) AD8149 AD8149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8149'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2779 *********************************************************************** AD2779 DESIGNATION - F 97 RESET 1945 AD2779 PID - AD2779 AD2779 STATE/COUNTY- FL/PALM BEACH AD2779 USGS QUAD - GREENACRES CITY (1983) AD2779 AD2779 *CURRENT SURVEY CONTROL AD2779 ___________________________________________________________________ AD2779* NAD 83(1986)- 26 35 53. (N) 080 12 19. (W) SCALED AD2779* NAVD 88 - 4.91 (meters) 16.1 (feet) RESET AD2779 ___________________________________________________________________ AD2779 GEOID HEIGHT- -25.74 (meters) GEOID99 AD2779 AD2779 VERT ORDER - THIRD AD2779 AD2779.The horizontal coordinates were scaled from a topographic map and have AD2779.an estimated accuracy of +/- 6 seconds. AD2779 AD2779.The orthometric height was computed from unverified reset data. AD2779 AD2779.The geoid height was determined by GEOID99. AD2779 AD2779; North East Units Estimated Accuracy AD2779;SPC FL E - 251,120. 279,160. MT (+/- 180 meters Scaled) AD2779 AD2779 SUPERSEDED SURVEY CONTROL AD2779 AD2779 NGVD 29 - 5.35 (m) 17.6 (f) RESET 3 AD2779 AD2779.Superseded values are not recommended for survey control. AD2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2779.See file dsdata.txt to determine how the superseded data were derived. AD2779 AD2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK791421(NAD 83) AD2779_MARKER: DB = BENCH MARK DISK AD2779_SETTING: 30 = CULVERT AD2779_STAMPING: F 97 RESET 1945 AD2779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2779 AD2779 HISTORY - Date Condition Report By AD2779 HISTORY - 1945 MONUMENTED FLDT AD2779 HISTORY - 1964 GOOD NGS AD2779 HISTORY - 1988 MARK NOT FOUND USPSQD AD2779 HISTORY - 20020205 MARK NOT FOUND USPSQD AD2779 HISTORY - 20030401 MARK NOT FOUND USPSQD AD2779 AD2779 STATION DESCRIPTION AD2779 AD2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2779'11.6 MI SE FROM LOXAHATCHEE. AD2779'5.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER AD2779'WEST PALM BEACH CANAL AT LOXAHATCHEE, PALM BEACH COUNTY, THENCE AD2779'5.6 MILES SOUTH ALONG STATE HIGHWAY 7, AT A CONCRETE-PIPE AD2779'CULVERT, IN THE SOUTH END OF THE WING WALL OF THE WEST HEAD AD2779'WALL, AND 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. AD2779'A STANDARD DISK, STAMPED F 97 RESET 1945. AD2779 AD2779 STATION RECOVERY (1988) AD2779 AD2779'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2779'MARK NOT FOUND. AD2779 AD2779 STATION RECOVERY (2002) AD2779 AD2779'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2779'MARK NOT FOUND. AD2779 AD2779 STATION RECOVERY (2003) AD2779 AD2779'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2779'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD7401 *********************************************************************** AD7401 DESIGNATION - FCE 114 AD7401 PID - AD7401 AD7401 STATE/COUNTY- FL/PALM BEACH AD7401 USGS QUAD - LAKE HARBOR (1970) AD7401 AD7401 *CURRENT SURVEY CONTROL AD7401 ___________________________________________________________________ AD7401* NAD 83(1990)- 26 41 55.82781(N) 080 48 23.75945(W) ADJUSTED AD7401* NAVD 88 - 1. (meters) 3. (feet) SCALED AD7401 ___________________________________________________________________ AD7401 LAPLACE CORR- -1.31 (seconds) DEFLEC99 AD7401 GEOID HEIGHT- -24.91 (meters) GEOID99 AD7401 AD7401 HORZ ORDER - SECOND AD7401 AD7401.The horizontal coordinates were established by classical geodetic methods AD7401.and adjusted by the National Geodetic Survey in May 1991. AD7401 AD7401.The orthometric height was scaled from a topographic map. AD7401 AD7401.The Laplace correction was computed from DEFLEC99 derived deflections. AD7401 AD7401.The geoid height was determined by GEOID99. AD7401 AD7401; North East Units Scale Converg. AD7401;SPC FL E - 262,051.849 219,245.672 MT 0.99994575 +0 05 12.8 AD7401;UTM 17 - 2,953,094.420 519,239.105 MT 0.99960457 +0 05 12.8 AD7401 AD7401 SUPERSEDED SURVEY CONTROL AD7401 AD7401 NAD 83(1986)- 26 41 55.83003(N) 080 48 23.76881(W) AD( ) 2 AD7401 NAD 27 - 26 41 54.59073(N) 080 48 24.54813(W) AD( ) 2 AD7401 AD7401.Superseded values are not recommended for survey control. AD7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7401.See file dsdata.txt to determine how the superseded data were derived. AD7401 AD7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1923953094(NAD 83) AD7401_MARKER: DD = SURVEY DISK AD7401_SETTING: 0 = UNSPECIFIED SETTING AD7401 AD7401 HISTORY - Date Condition Report By AD7401 HISTORY - 1956 MONUMENTED USE AD7401 HISTORY - 1967 GOOD CGS AD7401 HISTORY - 20021111 GOOD NGS AD7401 AD7401 STATION DESCRIPTION AD7401 AD7401'DESCRIBED BY US ENGINEERS 1956 (RHT) AD7401'THE STATION IS LOCATED ABOUT 1/2 MI. N OF LAKE HARBOR, AND AT THE AD7401'NE POINT OF HURRICANE GATE STRUCTURE NO. 3. THE MARK IS SET FLUSH AD7401'WITH THE CONCRETE WALL, AND THE DISK IS STAMPED FCE 114. AD7401' AD7401'TO REACH THE STATION FROM THE POST OFFICE IN LAKE HARBOR, GO SE AD7401'ON U.S. HIGHWAY 27 FOR 1.9 MI. TO WHERE U.S. HIGHWAY 27 AD7401'TURNS AND GOES S AND A TRACK ROAD ON THE LEFT IN THE AD7401'APPROXIMATE CENTER OF THE CURVE. TURN LEFT AND GO N ON THE AD7401'TRACK ROAD FOR 0.15 MI. TO A GATE, PASS THROUGH THE GATE TO AD7401'THE TOP OF A LEVEE. TURN LEFT AND GO W ON THE LEVEE ROAD FOR AD7401'2.05 MI. TO A GATE AND THE ENTRANCE TO HURRICANE GATE STRUCTURE AD7401'NO. 3 AND THE STATION. AD7401' AD7401'A TRAVERSE CONNECTION WAS MADE TO HART REFERENCE MARK 3, IT AD7401'IS 123.91 FT. OR 37.768 M. AD7401' AD7401'THIS IS A TRAVERSE STATION. AD7401 AD7401 STATION RECOVERY (1967) AD7401 AD7401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB) AD7401'RECOVERED THE MARK IN GOOD CONDITION AS DESCRIBED IN ORIGINAL AD7401'DESCRIPTION OF TRIANGULATION STATION HART 1942 AND AS ITSELF AD7401'IN 1956 AND AS OBSERVED FROM HART 1942 AND HART R.M. NO. 3 1956 AD7401'IN 1956 EXCEPT FOR SMALL DISCREPANCIES IN THE DISTANCE BETWEEN THE AD7401'SUBJECT MARK AND HART 1942 AS DESCRIBED BELOW. AD7401' AD7401'THE U.S. ENGINEER DEPARTMENT STANDARD DISK STAMPED F.C.E. AD7401'114 AD 193 IS CEMENTED IN THE TOP OF HEAVY CONCRETE WALL ON E AD7401'SIDE OF THE WATERWAY OPENING FROM LAKE TO CANAL, 2.0 FEET S AD7401'OF N END OF THE WALL, 1.5 FEET E OF W FACE OF SAME, AND 0.55 AD7401'FOOT W OF CENTER OF 0.5- BY 1-FOOT STEEL MOORING POST, AND FLUSH AD7401'WITH THE TOP SURFACE OF THE WALL. IT IS COMPUTED TO BE 32.742 AD7401'METERS (107.42 FEET) DISTANT AND, N 3 DEG 38 MIN W, AD7401'FROM HART 1942 USING 1956 DATA FOR HART 1942 AD7401'AND HART R.M. NO. 3 1956. THIS SAME DISTANCE WAS MEASURED AD7401'AS 32.802 (107.62 FEET) IN 1942 AND AS 33.618 METERS OR AD7401'110.294 FEET IN 1956. THE 1956 MEASUREMENT IS SUSPECTED AD7401'BEING MADE ON THE SLOPE. THE PRESENT WRITER DID NOT MEASURE AD7401'THE DISTANCE. TRIANGULATION STATION HART 1942 IS IN TOP AD7401'CENTER OF THE ROOF OF CONCRETE CONTROL HOUSE ON E SIDE OF THE AD7401'WATER GATE AND AN ESTIMATED 25 FEET HIGHER THAN THE SUBJECT AD7401'MARK. AD7401' AD7401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 0.3 MILE N AD7401'OF CENTER OF SMALL TOWN OF LAKE HARBOR, AT THE S WATER LINE OF AD7401'LAKE OKEECHOBEE, AND E WATER LINE OF MIAMI CANAL. AD7401 AD7401 STATION RECOVERY (2002) AD7401 AD7401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD7401'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6709 *********************************************************************** AD6709 DESIGNATION - FREDRICK AD6709 PID - AD6709 AD6709 STATE/COUNTY- FL/PALM BEACH AD6709 USGS QUAD - GREENACRES CITY (1983) AD6709 AD6709 *CURRENT SURVEY CONTROL AD6709 ___________________________________________________________________ AD6709* NAD 83(1990)- 26 35 21.18484(N) 080 07 53.38405(W) ADJUSTED AD6709* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD6709 ___________________________________________________________________ AD6709 LAPLACE CORR- -3.43 (seconds) DEFLEC99 AD6709 GEOID HEIGHT- -25.94 (meters) GEOID99 AD6709 AD6709 HORZ ORDER - SECOND AD6709 AD6709.The horizontal coordinates were established by classical geodetic methods AD6709.and adjusted by the National Geodetic Survey in May 1991. AD6709 AD6709.The NAVD 88 height was computed by applying the VERTCON shift value to AD6709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6709 AD6709.The Laplace correction was computed from DEFLEC99 derived deflections. AD6709 AD6709.The geoid height was determined by GEOID99. AD6709 AD6709; North East Units Scale Converg. AD6709;SPC FL E - 250,185.452 286,511.236 MT 1.00003354 +0 23 19.5 AD6709;UTM 17 - 2,941,232.072 586,481.718 MT 0.99969233 +0 23 19.5 AD6709 AD6709: Primary Azimuth Mark Grid Az AD6709:SPC FL E - FREDRICK AZ MK 1 271 49 26.2 AD6709:UTM 17 - FREDRICK AZ MK 1 271 49 26.2 AD6709 AD6709|---------------------------------------------------------------------| AD6709| PID Reference Object Distance Geod. Az | AD6709| dddmmss.s | AD6709| CW9636 FREDRICK AZ MK 2 0915615.2 | AD6709| AD6698 LANTANA TV STA WEAT MAST APPROX. 7.6 KM 2693214.8 | AD6709| AD6699 LANTANA WPTV TV MAST APPROX. 8.0 KM 2700849.3 | AD6709| CW9635 FREDRICK AZ MK 1 2721245.7 | AD6709| AD6710 FREDRICK PBCSD 1970 A PT 5.703 METERS 30200 | AD6709|---------------------------------------------------------------------| AD6709 AD6709 SUPERSEDED SURVEY CONTROL AD6709 AD6709 NAD 83(1986)- 26 35 21.18940(N) 080 07 53.39208(W) AD( ) 2 AD6709 NAD 27 - 26 35 19.93985(N) 080 07 54.23407(W) AD( ) 2 AD6709 NGVD 29 - 6.0 (m) 20. (f) VERT ANG AD6709 AD6709.Superseded values are not recommended for survey control. AD6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6709.See file dsdata.txt to determine how the superseded data were derived. AD6709 AD6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8648241232(NAD 83) AD6709_MARKER: DD = SURVEY DISK AD6709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6709 AD6709 HISTORY - Date Condition Report By AD6709 HISTORY - 1970 MONUMENTED FL-099 AD6709 HISTORY - 19950320 MARK NOT FOUND USPSQD AD6709 HISTORY - 20001201 MARK NOT FOUND USPSQD AD6709 HISTORY - 20020205 MARK NOT FOUND USPSQD AD6709 HISTORY - 20030401 MARK NOT FOUND USPSQD AD6709 AD6709 STATION DESCRIPTION AD6709 AD6709'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6709'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST SOUTHWEST OF DOWNTOWN AD6709'LAKE WORTH, ABOUT 5 MILES WEST OF LANTANA, ABOUT 2-1/2 MILES EAST OF AD6709'THE SUNSHINE STATE PARKWAY, ABOUT 2 MILES SOUTH OF LAKE WORTH ROAD, AD6709'ABOUT 1 MILE WEST OF MILITARY TRAIL AND ABOUT 1-1/4 MILES NORTH OF AD6709'HYPOLUXO ROAD. AD6709' AD6709'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF S. R. 80 AD6709'(SOUTHERN BOULEVARD) AND S. R. 809 (MILITARY TRAIL), GO SOUTH ON AD6709'MILITARY TRAIL FOR 5.5 MILES TO S. R. 812 (LANTANA ROAD). TURN AD6709'RIGHT AND GO 1.1 MILES TO STATION SITE ON THE RIGHT AT THE AD6709'NORTHWEST CORNER OF THE INTERSECTION OF LANTANA ROAD AND THE E-3 AD6709'CANAL. AD6709' AD6709'ALL POINTS ARE PALM BEACH COUNTY GEODETIC BRASS DISKS SET IN ROUND AD6709'CONCRETE POSTS. AD6709' AD6709'SATELLITE, STAMPED FREDRICK, 1970, IS SET FLUSH. POINT IS 21.9 AD6709'FEET NORTH OF THE CENTERLINE OF LANTANA ROAD, 36.6 FEET SOUTHWEST OF AD6709'A POWER POLE, AND 90.8 FEET WEST NORTHWEST OF NORTHWEST END OF AD6709'CONCRETE BRIDGE OVER THE E-3 CANAL. POINT IS 14-1/2 IN SOUTH AD6709'OF A METAL WITNESS POST. AD6709' AD6709'AZ. MK 1, STAMPED FREDRICK A-1, 1970, IS SET FLUSH. POINT IS .25 AD6709'MILE WEST OF SATELLITE. POINT IS 27.5 FEET NORTH OF THE CENTERLINE AD6709'OF LANTANA ROAD, 12.5 FEET SOUTH OF S.R. RIGHT OF WAY MONUMENT, AD6709'67.65 FEET NORTH OF ANOTHER S.R. RIGHT OF WAY MONUMENT, AND 31.0 AD6709'FEET WEST OF A GUY POLE. POINT IS 11-1/2 IN SOUTH OF A METAL AD6709'WITNESS POST. AD6709' AD6709'AZ. MK 2, STAMPED FREDRICK A-2, 1970, IS SET FLUSH. POINT IS .25 AD6709'MILE EAST OF SATELLITE. POINT IS 22.0 FEET NORTH OF THE CENTERLINE AD6709'OF LANTANA ROAD, 129.5 FEET WEST OF THE CENTERLINE OF A SHELL ROAD AD6709'LEADING NORTH, AND 33.3 FEET SOUTH SOUTHWEST OF A TRIANGULAR AD6709'BLAZED 12 IN PINE TREE. POINT IS 1 FOOT SOUTHEAST OF A METAL AD6709'WITNESS POST. AD6709' AD6709'NOTE--SATELLITE FREDRICK IS TIED TO TRIANGULATION STATION AD6709'VELVET. AD6709 AD6709 STATION RECOVERY (1995) AD6709 AD6709'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6709'MARK NOT FOUND. AD6709 AD6709 STATION RECOVERY (2000) AD6709 AD6709'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD6709'ROAD WIDENED AND BRIDGE NO LONGER EXIST. GPS SHOWS LOCATION IN MIDDLE AD6709'OF ROAD. AD6709 AD6709 STATION RECOVERY (2002) AD6709 AD6709'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6709'MARK NOT FOUND. AD6709 AD6709 STATION RECOVERY (2003) AD6709 AD6709'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6709'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8169 *********************************************************************** AD8169 DESIGNATION - G 212 AD8169 PID - AD8169 AD8169 STATE/COUNTY- FL/PALM BEACH AD8169 USGS QUAD - LAKE HARBOR (1970) AD8169 AD8169 *CURRENT SURVEY CONTROL AD8169 ___________________________________________________________________ AD8169* NAD 83(1999)- 26 39 10.90259(N) 080 49 30.52607(W) ADJUSTED AD8169* NAVD 88 - 4.103 (meters) 13.46 (feet) ADJUSTED AD8169 ___________________________________________________________________ AD8169 X - 909,525.695 (meters) COMP AD8169 Y - -5,631,239.632 (meters) COMP AD8169 Z - 2,843,899.126 (meters) COMP AD8169 LAPLACE CORR- -1.17 (seconds) DEFLEC99 AD8169 ELLIP HEIGHT- -20.77 (meters) (12/09/02) GPS OBS AD8169 GEOID HEIGHT- -24.85 (meters) GEOID99 AD8169 DYNAMIC HT - 4.097 (meters) 13.44 (feet) COMP AD8169 MODELED GRAV- 979,099.7 (mgal) NAVD 88 AD8169 AD8169 HORZ ORDER - A AD8169 VERT ORDER - FIRST CLASS II AD8169 ELLP ORDER - FOURTH CLASS I AD8169 AD8169.The horizontal coordinates were established by GPS observations AD8169.and adjusted by the National Geodetic Survey in December 2002. AD8169 AD8169.The orthometric height was determined by differential leveling AD8169.and adjusted by the National Geodetic Survey in October 1999. AD8169 AD8169.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8169 AD8169.The Laplace correction was computed from DEFLEC99 derived deflections. AD8169 AD8169.The ellipsoidal height was determined by GPS observations AD8169.and is referenced to NAD 83. AD8169 AD8169.The geoid height was determined by GEOID99. AD8169 AD8169.The dynamic height is computed by dividing the NAVD 88 AD8169.geopotential number by the normal gravity value computed on the AD8169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8169.degrees latitude (g = 980.6199 gals.). AD8169 AD8169.The modeled gravity was interpolated from observed gravity values. AD8169 AD8169; North East Units Scale Converg. AD8169;SPC FL E - 256,973.508 217,407.041 MT 0.99994492 +0 04 42.4 AD8169;UTM 17 - 2,948,017.812 517,401.102 MT 0.99960374 +0 04 42.4 AD8169 AD8169 SUPERSEDED SURVEY CONTROL AD8169 AD8169 NGVD 29 - 4.537 (m) 14.89 (f) ADJUSTED 1 2 AD8169 AD8169.Superseded values are not recommended for survey control. AD8169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8169.See file dsdata.txt to determine how the superseded data were derived. AD8169 AD8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1740148018(NAD 83) AD8169_MARKER: DD = SURVEY DISK AD8169_SETTING: 37 = RETAINING WALL AD8169_STAMPING: G 212 BM AD8169_MARK LOGO: SFLWMD AD8169_MAGNETIC: O = OTHER; SEE DESCRIPTION AD8169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8169+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2002 AD8169 AD8169 HISTORY - Date Condition Report By AD8169 HISTORY - UNK MONUMENTED SFLWMD AD8169 HISTORY - 19920317 GOOD NGS AD8169 HISTORY - 19961002 GOOD FLDEP AD8169 HISTORY - 20020227 GOOD MAPTEC AD8169 HISTORY - 20021111 GOOD NGS AD8169 AD8169 STATION DESCRIPTION AD8169 AD8169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8169'4.9 KM (3.05 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8169'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, IN TOP AD8169'OF AND NEAR THE CENTER OF THE WEST CONCRETE RETAINING WALL OF A AD8169'CANAL, 13.4 M (44.0 FT) WEST OF THE CENTER OF THE ROAD, 5.1 M (16.7 AD8169'FT) SOUTH OF THE NORTH END OF THE WALL, AND 1.0 M (3.3 FT) BELOW THE AD8169'LEVEL OF THE ROAD. AD8169 AD8169 STATION RECOVERY (1996) AD8169 AD8169'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ) AD8169'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF BELLE GLADE, 9.7 MI AD8169'(15.6 KM) SOUTHEAST OF CLEWISTON IN SECTION 22, TOWNSHIP 44 SOUTH, AD8169'RANGE 35 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE HARBOR, AD8169'GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF CANAL) FOR 0.65 MI AD8169'(1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTH ON MIAMI CANAL AD8169'ROAD FOR 2.35 MI (3.78 KM) TO A CANAL BRIDGE AND THE MARK ON THE AD8169'RIGHT, SET FLUSH IN THE APPROXIMATE CENTER OF THE CONCRETE RETAINING AD8169'WALL AND ABOUT 10.0 FT (3.0 M) BELOW THE LEVEL OF THE MIAMI CANAL AD8169'ROAD. LOCATED 69.9 FT (21.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF AD8169'ROGERS ROAD, 33.7 FT (10.3 M) SOUTH OF THE NORTH END OF THE RETAINING AD8169'WALL, 28.2 FT (8.6 M) WEST OF THE WEST METAL GUARDRAIL OF THE WEST AD8169'LEVEE ROAD, 16.7 FT (5.1 M) NORTH OF THE SOUTH END OF THE RETAINING AD8169'WALL AND 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS POST. AD8169 AD8169 STATION RECOVERY (2002) AD8169 AD8169'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT) AD8169'RECOVERED AS DESCRIBED AD8169' AD8169' AD8169' AD8169 AD8169 STATION RECOVERY (2002) AD8169 AD8169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8169'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2824 *********************************************************************** AD2824 DESIGNATION - G 96 AD2824 PID - AD2824 AD2824 STATE/COUNTY- FL/PALM BEACH AD2824 USGS QUAD - PALM BEACH (1983) AD2824 AD2824 *CURRENT SURVEY CONTROL AD2824 ___________________________________________________________________ AD2824* NAD 83(1986)- 26 42 45. (N) 080 03 43. (W) SCALED AD2824* NAVD 88 - 6.636 (meters) 21.77 (feet) ADJUSTED AD2824 ___________________________________________________________________ AD2824 GEOID HEIGHT- -26.47 (meters) GEOID99 AD2824 DYNAMIC HT - 6.626 (meters) 21.74 (feet) COMP AD2824 MODELED GRAV- 979,119.8 (mgal) NAVD 88 AD2824 AD2824 VERT ORDER - SECOND CLASS 0 AD2824 AD2824.The horizontal coordinates were scaled from a topographic map and have AD2824.an estimated accuracy of +/- 6 seconds. AD2824 AD2824.The orthometric height was determined by differential leveling AD2824.and adjusted by the National Geodetic Survey in June 1991. AD2824 AD2824.The geoid height was determined by GEOID99. AD2824 AD2824.The dynamic height is computed by dividing the NAVD 88 AD2824.geopotential number by the normal gravity value computed on the AD2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2824.degrees latitude (g = 980.6199 gals.). AD2824 AD2824.The modeled gravity was interpolated from observed gravity values. AD2824 AD2824; North East Units Estimated Accuracy AD2824;SPC FL E - 263,890. 293,340. MT (+/- 180 meters Scaled) AD2824 AD2824 SUPERSEDED SURVEY CONTROL AD2824 AD2824 NGVD 29 - 7.112 (m) 23.33 (f) ADJ UNCH 2 0 AD2824 AD2824.Superseded values are not recommended for survey control. AD2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2824.See file dsdata.txt to determine how the superseded data were derived. AD2824 AD2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK933549(NAD 83) AD2824_MARKER: DB = BENCH MARK DISK AD2824_SETTING: 36 = PILLAR AD2824_STAMPING: G 96 1942 AD2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD2824 AD2824 HISTORY - Date Condition Report By AD2824 HISTORY - 1942 MONUMENTED CGS AD2824 HISTORY - 1989 GOOD USPSQD AD2824 HISTORY - 1990 GOOD USPSQD AD2824 HISTORY - 1990 GOOD USPSQD AD2824 HISTORY - 20020330 GOOD USPSQD AD2824 HISTORY - 20030409 GOOD USPSQD AD2824 AD2824 STATION DESCRIPTION AD2824 AD2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 AD2824'AT WEST PALM BEACH. AD2824'AT WEST PALM BEACH, PALM BEACH COUNTY, AT THE SEABOARD AIR LINE AD2824'RAILROAD STATION, IN THE NORTH FACE OF THE NORTHWEST PILLAR, AD2824'32 FEET EAST OF THE EAST RAIL, AND 1 FOOT ABOVE THE GROUND. A AD2824'STANDARD DISK, STAMPED G 96 1942 AND SET VERTICALLY. AD2824 AD2824 STATION RECOVERY (1989) AD2824 AD2824'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD2824'RECOVERED IN GOOD CONDITION. AD2824 AD2824 STATION RECOVERY (1990) AD2824 AD2824'RECOVERY NOTE BY US POWER SQUADRON 1990 (JTN) AD2824'RECOVERED IN GOOD CONDITION. AD2824 AD2824 STATION RECOVERY (1990) AD2824 AD2824'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS) AD2824'RECOVERED IN GOOD CONDITION. AD2824 AD2824 STATION RECOVERY (2002) AD2824 AD2824'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2824'RECOVERED IN GOOD CONDITION. AD2824 AD2824 STATION RECOVERY (2003) AD2824 AD2824'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2824'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6738 *********************************************************************** AD6738 DESIGNATION - GIMPEL AD6738 PID - AD6738 AD6738 STATE/COUNTY- FL/PALM BEACH AD6738 USGS QUAD - PALM BEACH FARMS (1983) AD6738 AD6738 *CURRENT SURVEY CONTROL AD6738 ___________________________________________________________________ AD6738* NAD 83(1990)- 26 42 29.53460(N) 080 09 38.38321(W) ADJUSTED AD6738* NAVD 88 - 5.0 (meters) 16. (feet) VERTCON AD6738 ___________________________________________________________________ AD6738 LAPLACE CORR- -3.02 (seconds) DEFLEC99 AD6738 GEOID HEIGHT- -26.11 (meters) GEOID99 AD6738 AD6738 HORZ ORDER - FIRST AD6738 AD6738.The horizontal coordinates were established by classical geodetic methods AD6738.and adjusted by the National Geodetic Survey in May 1991. AD6738 AD6738.The NAVD 88 height was computed by applying the VERTCON shift value to AD6738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6738 AD6738.The Laplace correction was computed from DEFLEC99 derived deflections. AD6738 AD6738.The geoid height was determined by GEOID99. AD6738 AD6738; North East Units Scale Converg. AD6738;SPC FL E - 263,349.564 283,519.228 MT 1.00002726 +0 22 38.1 AD6738;UTM 17 - 2,954,391.691 583,490.732 MT 0.99968606 +0 22 38.1 AD6738 AD6738: Primary Azimuth Mark Grid Az AD6738:SPC FL E - GIMPEL AZ MK 091 10 27.0 AD6738:UTM 17 - GIMPEL AZ MK 091 10 27.0 AD6738 AD6738|---------------------------------------------------------------------| AD6738| PID Reference Object Distance Geod. Az | AD6738| dddmmss.s | AD6738| CW8866 GIMPEL RM 1 22.352 METERS 08618 | AD6738| AD6739 WEST PALM BEACH TURNPIKE TOWER APPROX. 2.3 KM 0881146.3 | AD6738| CW8865 GIMPEL AZ MK 0913305.1 | AD6738| AD6736 WEST PALM BEACH HWY PATROL MST APPROX. 3.4 KM 1015518.7 | AD6738| AD6725 WEST PALM BEACH FAA RMLR MAST APPROX. 4.5 KM 2065539.7 | AD6738| AD6735 WEST PALM BEACH RAD AND TV TWR APPROX. 2.5 KM 2285759.5 | AD6738| CW8867 GIMPEL RM 2 22.462 METERS 26920 | AD6738|---------------------------------------------------------------------| AD6738 AD6738 SUPERSEDED SURVEY CONTROL AD6738 AD6738 NAD 83(1986)- 26 42 29.53899(N) 080 09 38.39171(W) AD( ) 1 AD6738 NAD 27 - 26 42 28.30470(N) 080 09 39.23254(W) AD( ) 1 AD6738 NGVD 29 - 5.5 (m) 18. (f) VERT ANG AD6738 AD6738.Superseded values are not recommended for survey control. AD6738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6738.See file dsdata.txt to determine how the superseded data were derived. AD6738 AD6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8349154392(NAD 83) AD6738_MARKER: DS = TRIANGULATION STATION DISK AD6738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6738 AD6738 HISTORY - Date Condition Report By AD6738 HISTORY - 1970 MONUMENTED NGS AD6738 HISTORY - 20020318 MARK NOT FOUND USPSQD AD6738 HISTORY - 20030407 MARK NOT FOUND USPSQD AD6738 AD6738 STATION DESCRIPTION AD6738 AD6738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6738'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF RIVIERA BEACH, AD6738'6 MILES WEST OF WEST PALM BEACH, 1-1/4 MILES WEST OF THE AD6738'FLORIDA TURNPIKE AND ON THE NORTH RIGHT-OF-WAY OF STATE ROAD 704. AD6738' AD6738'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 704 AD6738'(OKEECHOBEE BOULEVARD) AND STATE ROAD 809 (MILITARY TRAIL) AT AD6738'THE WEST EDGE OF WEST PALM BEACH, GO WEST ON STATE ROAD 704 AD6738'FOR 1.8 MILES TO OVERPASS OVER THE FLORIDA TURNPIKE. CONTINUE AD6738'WEST ON HIGHWAY 704 FOR 0.6 MILE TO A BRIDGE OVER CANAL ON AD6738'RIGHT AND THE AZ MK AS DESCRIBED. CONTINUE WEST ON STATE ROAD AD6738'704 FOR 0.55 MILE TO STATION ON RIGHT AS DESCRIBED. AD6738' AD6738'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS. AD6738' AD6738'STATION MARK, STAMPED GIMPEL 1970, IS SET FLUSH. IT IS AD6738'216 FEET WEST-SOUTHWEST OF POWER POLE 37, 192 FEET AD6738'EAST-SOUTHEAST OF POWER POLE 38, 36 FEET NORTH OF CENTER OF AD6738'HIGHWAY AND 15 FEET SOUTH OF SOUTH EDGE OF CANAL. AD6738' AD6738'RM 1, STAMPED GIMPEL NO 1 1970, IS SET FLUSH. IT IS 143 FEET AD6738'SOUTHWEST OF THE POWER POLE 37, 43 FEET NORTH OF CENTER OF THE AD6738'HIGHWAY AND 8 FEET SOUTH OF THE SOUTH EDGE OF CANAL. AD6738' AD6738'RM 2, STAMPED GIMPEL NO 2 1970, IS SET FLUSH. IT IS 123.5 AD6738'FEET SOUTHEAST OF THE POWER POLE 38, 33.5 FEET NORTH OF CENTER AD6738'OF HIGHWAY AND 17 FEET SOUTH OF SOUTH SIDE OF CANAL. AD6738' AD6738'AZ MK, STAMPED GIMPEL 1970, PROJECTS ABOUT 3 INCHES. IT IS AD6738'166 FEET NORTHEAST OF THE EAST ENTRANCE TO THE SUNSHINE MOBILE AD6738'HOME PARK, 40 FEET NORTH OF CENTER OF STATE ROAD 704, 13.0 FEET AD6738'WEST OF CENTER OF ROAD CROSSING CANAL AND 2.2 FEET WEST OF A AD6738'METAL WITNESS POST. AD6738' AD6738'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AD6738 AD6738 STATION RECOVERY (2002) AD6738 AD6738'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6738'ROAD WIDENED AND GPS SHOWS MARK MAY BE UNDER EASTBOUND LANE AD6738 AD6738 STATION RECOVERY (2003) AD6738 AD6738'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6738'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6740 *********************************************************************** AD6740 DESIGNATION - GIMPEL S 1 AD6740 PID - AD6740 AD6740 STATE/COUNTY- FL/PALM BEACH AD6740 USGS QUAD - PALM BEACH FARMS (1983) AD6740 AD6740 *CURRENT SURVEY CONTROL AD6740 ___________________________________________________________________ AD6740* NAD 83(1990)- 26 42 33.42848(N) 080 12 02.71821(W) ADJUSTED AD6740* NAVD 88 - 1.3 (meters) 4. (feet) VERTCON AD6740 ___________________________________________________________________ AD6740 LAPLACE CORR- -2.71 (seconds) DEFLEC99 AD6740 GEOID HEIGHT- -26.01 (meters) GEOID99 AD6740 AD6740 HORZ ORDER - SECOND AD6740 AD6740.The horizontal coordinates were established by classical geodetic methods AD6740.and adjusted by the National Geodetic Survey in May 1991. AD6740 AD6740.The NAVD 88 height was computed by applying the VERTCON shift value to AD6740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6740 AD6740.The Laplace correction was computed from DEFLEC99 derived deflections. AD6740 AD6740.The geoid height was determined by GEOID99. AD6740 AD6740; North East Units Scale Converg. AD6740;SPC FL E - 263,443.765 279,528.815 MT 1.00001923 +0 21 33.3 AD6740;UTM 17 - 2,954,485.861 579,501.680 MT 0.99967803 +0 21 33.3 AD6740 AD6740: Primary Azimuth Mark Grid Az AD6740:SPC FL E - GIMPEL S 1 AZ MK 1 182 01 15.1 AD6740:UTM 17 - GIMPEL S 1 AZ MK 1 182 01 15.1 AD6740 AD6740|---------------------------------------------------------------------| AD6740| PID Reference Object Distance Geod. Az | AD6740| dddmmss.s | AD6740| CW8868 GIMPEL S 1 AZ MK 1 1822248.4 | AD6740|---------------------------------------------------------------------| AD6740 AD6740 SUPERSEDED SURVEY CONTROL AD6740 AD6740 NAD 83(1986)- 26 42 33.43276(N) 080 12 02.72663(W) AD( ) 2 AD6740 NAD 27 - 26 42 32.19832(N) 080 12 03.56347(W) AD( ) 2 AD6740 NGVD 29 - 1.7 (m) 6. (f) VERT ANG AD6740 AD6740.Superseded values are not recommended for survey control. AD6740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6740.See file dsdata.txt to determine how the superseded data were derived. AD6740 AD6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7950254486(NAD 83) AD6740_MARKER: DD = SURVEY DISK AD6740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6740 AD6740 HISTORY - Date Condition Report By AD6740 HISTORY - 1970 MONUMENTED FL-099 AD6740 HISTORY - 20020318 MARK NOT FOUND USPSQD AD6740 HISTORY - 20030407 MARK NOT FOUND USPSQD AD6740 AD6740 STATION DESCRIPTION AD6740 AD6740'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6740'THE SATELLITE STATION IS LOCATED 5-1/2 MILES WEST OF MILITARY AD6740'TRAIL, 2 MILES NORTH OF S.R. 80 AND ABOUT 4-1/2 MILES EAST AD6740'NORTHEAST OF LOXAHATCHEE. AD6740' AD6740'TO REACH SATELLITE STATION FROM INTERSECTION OF S. R. 80 AND AD6740'S. R. 7, GO NORTH ON S. R. 7 FOR 2.0 MILES TO STATION SITE OF AD6740'THE NORTHEAST CORNER OF INTERSECTION OF S. R. 704 (OKEECHOBEE AD6740'ROAD) AND S. R. 7. AD6740' AD6740'ALL POINTS USED ARE PALM BEACH COUNTY GEODETIC BRASS DISKS AD6740'SET IN ROUND CONCRETE POSTS. AD6740' AD6740'SATELLITE STATION, STAMPED GIMPEL S-1, 1970, IS SET AD6740'FLUSH. POINT IS 10.6 FEET SOUTHWEST OF POWER POLE, 60.9 FEET AD6740'NORTH OF EXTENDED CENTERLINE OF OKEECHOBEE ROAD, 71.8 FEET AD6740'EAST OF CENTERLINE OF S. R. 7 AND 69.3 FEET SOUTHEAST OF EAST AD6740'POST AT THE NORTH END OF PAVING OF S. R. 7. POINT IS 2 FEET AD6740'SOUTH OF A METAL WITNESS POST. AD6740' AD6740'AZ. MK 1, STAMPED GIMPEL S-1, A-1, 1970, IS SET 1 IN BELOW AD6740'GROUND LEVEL. POINT IS .25 MILE SOUTH OF SATELLITE ALONG AD6740'S. R. 7. POINT IS 50.6 FEET EAST OF CENTERLINE OF S. R. 7 AD6740'42.9 FEET SOUTHWEST OF A 12 IN PINE WITH TRIANGULAR AD6740'BLAZE. POINT IS 16 IN WEST OF A METAL WITNESS POST. AD6740' AD6740'NOTE--SATELLITE GIMPEL S-1 IS TIED TO TRIANGULATION STATIONS AD6740'GIMPEL AND FERGAN. AD6740 AD6740 STATION RECOVERY (2002) AD6740 AD6740'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6740'GPS SHOWS LOCATION OF MARK IN MIDDLE OF INTERSECTION AD6740 AD6740 STATION RECOVERY (2003) AD6740 AD6740'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6740'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6615 *********************************************************************** AD6615 DESIGNATION - GRANT AD6615 PID - AD6615 AD6615 STATE/COUNTY- FL/PALM BEACH AD6615 USGS QUAD - PALM BEACH (1983) AD6615 AD6615 *CURRENT SURVEY CONTROL AD6615 ___________________________________________________________________ AD6615* NAD 83(1999)- 26 43 50.26592(N) 080 06 37.10921(W) ADJUSTED AD6615* NAVD 88 - 4.8 (meters) 16. (feet) VERTCON AD6615 ___________________________________________________________________ AD6615 X - 979,046.552 (meters) COMP AD6615 Y - -5,615,648.785 (meters) COMP AD6615 Z - 2,851,580.624 (meters) COMP AD6615 LAPLACE CORR- -3.68 (seconds) DEFLEC99 AD6615 ELLIP HEIGHT- -21.45 (meters) (07/06/01) GPS OBS AD6615 GEOID HEIGHT- -26.34 (meters) GEOID99 AD6615 AD6615 HORZ ORDER - FIRST AD6615 ELLP ORDER - FOURTH CLASS II AD6615 AD6615.The horizontal coordinates were established by GPS observations AD6615.and adjusted by the National Geodetic Survey in July 2001. AD6615 AD6615.The NAVD 88 height was computed by applying the VERTCON shift value to AD6615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6615 AD6615.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD6615 AD6615.The Laplace correction was computed from DEFLEC99 derived deflections. AD6615 AD6615.The ellipsoidal height was determined by GPS observations AD6615.and is referenced to NAD 83. AD6615 AD6615.The geoid height was determined by GEOID99. AD6615 AD6615; North East Units Scale Converg. AD6615;SPC FL E - 265,868.291 288,512.632 MT 1.00003786 +0 24 00.7 AD6615;UTM 17 - 2,956,909.560 588,482.431 MT 0.99969665 +0 24 00.7 AD6615 AD6615: Primary Azimuth Mark Grid Az AD6615:SPC FL E - GRANT AZ MK 004 38 33.6 AD6615:UTM 17 - GRANT AZ MK 004 38 33.6 AD6615 AD6615|---------------------------------------------------------------------| AD6615| PID Reference Object Distance Geod. Az | AD6615| dddmmss.s | AD6615| CW8895 GRANT AZ MK 0050234.3 | AD6615| AD6465 WEST PALM BEACH MANGONIA TANK APPROX. 5.1 KM 0454630.0 | AD6615| AD6460 WEST PALM BEACH CABLE TV TOWER APPROX. 5.1 KM 0544241.0 | AD6615| AD6466 RIVIERA BEACH OCEANOGRAPHY TWR APPROX. 6.7 KM 0545050.3 | AD6615| AD6467 RIVIERA BEACH FPL CO WEST STK APPROX. 6.9 KM 0560532.9 | AD6615| AD6618 WEST PALM BEACH GRACE EPIS SP APPROX. 4.4 KM 0675651.3 | AD6615| AD6619 WEST PALM BEACH NORTHWOOD SP APPROX. 5.7 KM 0703452.4 | AD6615| AD6614 WEST PALM BEACH DUNBAR VIL TK APPROX. 4.9 KM 0921439.7 | AD6615| AD6613 WEST PALM BEACH RAD WJNO TOWER APPROX. 6.0 KM 0942439.8 | AD6615| AD6612 WEST PALM BEACH SAMARITAN STK APPROX. 5.8 KM 0954501.4 | AD6615| AD6609 PALM BEACH BILTMORE HOTEL APPROX. 6.9 KM 0994654.2 | AD6615| AD6603 BREAKERS HOTEL N CUP FLAGSTAFF APPROX. 7.8 KM 1024304.0 | AD6615| AD6604 WEST PALM BEACH WATER DEPT MST APPROX. 5.0 KM 1092159.1 | AD6615| AD6595 WEST PALM BEACH 1ST BAP CH SP APPROX. 6.6 KM 1164330.6 | AD6615| AD6594 WEST PALM BEACH MEM PRESB SP APPROX. 6.6 KM 1184744.3 | AD6615| AD6596 WEST PALM BEACH PWR AND LT MST APPROX. 5.5 KM 1212230.4 | AD6615| AD6589 WEST PALM BEACH SILVER TANK APPROX. 4.4 KM 1521935.7 | AD6615| AD6587 WEST PALM BEACH INTL APT E TK APPROX. 5.0 KM 1533821.2 | AD6615| AD6586 PALM BEACH INTL APT TANK BCN APPROX. 4.8 KM 1610138.8 | AD6615| CW9646 BM 18.423 METERS 17637 | AD6615| AD6736 WEST PALM BEACH HWY PATROL MST APPROX. 3.6 KM 2080947.0 | AD6615| AD6739 WEST PALM BEACH TURNPIKE TOWER APPROX. 3.6 KM 2280317.4 | AD6615| CW8896 GRANT RM 1 23.396 METERS 25026 | AD6615|---------------------------------------------------------------------| AD6615 AD6615 SUPERSEDED SURVEY CONTROL AD6615 AD6615 NAD 83(1990)- 26 43 50.26455(N) 080 06 37.10812(W) AD( ) 1 AD6615 ELLIP HT - -21.42 (m) (03/31/93) GP( ) 4 1 AD6615 NAD 83(1990)- 26 43 50.26617(N) 080 06 37.10629(W) AD( ) 1 AD6615 NAD 83(1986)- 26 43 50.27063(N) 080 06 37.11491(W) AD( ) 1 AD6615 NAD 27 - 26 43 49.03954(N) 080 06 37.96039(W) AD( ) 1 AD6615 NGVD 29 - 5.3 (m) 17. (f) VERT ANG AD6615 AD6615.Superseded values are not recommended for survey control. AD6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6615.See file dsdata.txt to determine how the superseded data were derived. AD6615 AD6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8848256910(NAD 83) AD6615_MARKER: DS = TRIANGULATION STATION DISK AD6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6615_STAMPING: GRANT 1970 AD6615_MARK LOGO: CGS AD6615_MAGNETIC: N = NO MAGNETIC MATERIAL AD6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6615+STABILITY: SURFACE MOTION AD6615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6615+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD6615 AD6615 HISTORY - Date Condition Report By AD6615 HISTORY - 1970 MONUMENTED NGS AD6615 HISTORY - 1970 GOOD CGS AD6615 HISTORY - 19910810 GOOD ADRGS AD6615 HISTORY - 20020408 GOOD USPSQD AD6615 HISTORY - 20030409 GOOD USPSQD AD6615 AD6615 STATION DESCRIPTION AD6615 AD6615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6615'STATION IS LOCATED ABOUT 6-3/4 MILES SOUTHWEST OF NORTH AD6615'PALM BEACH, 4 MILES WEST-NORTHWEST OF WEST PALM BEACH, 1-1/2 AD6615'MILES EAST OF THE SUNSHINE STATE PARKWAY, 1-1/4 MILES WEST OF AD6615'INTERSTATE 95, ON THE WEST SIDE OF MILITARY TRAIL AND ON THE AD6615'ROAD RIGHT-OF-WAY. AD6615' AD6615'TO REACH THE STATION FROM THE JUNCTION OF OKEECHOBEE BLVD AD6615'AND MILITARY TRAIL IN THE WEST EDGE OF WEST PALM BEACH, GO AD6615'NORTH ON MILITARY TRAIL FOR 1.7 MILES TO A SMALL BRIDGE OVER AD6615'A CANAL AND STATION AT THE NORTHWEST CORNER OF THE BRIDGE AD6615'AS DESCRIBED. AD6615' AD6615'STATION MARK, STAMPED GRANT 1970 IS A STANDARD DISK SET IN A AD6615'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS AD6615'31.5 FEET WEST OF CENTER OF THE SOUTH BOUND LANE OF MILITARY TRAIL, AD6615'30 FEET NORTH OF THE NORTH EDGE OF THE CANAL, 27 FEET SOUTH OF AD6615'CENTER OF A TRACK ROAD, 20 FEET NORTHWEST OF THE NORTH END OF THE AD6615'WEST ABUTMENT OF THE BRIDGE AND 3 FEET NORTHEAST OF A METAL AD6615'WITNESS POST. AD6615' AD6615'RM 1, STAMPED GRANT NO 1 1970 IS A STANDARD DISK SET IN A AD6615'ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES. IT IS 103 FEET AD6615'WEST OF CENTER OF THE SOUTH BOUND LANE, 35 FEET SOUTH OF CENTER AD6615'OF THE TRACK ROAD, 5 FEET NORTH OF THE NORTH EDGE OF THE CANAL AD6615'AND 1.8 FEET EAST OF A METAL WITNESS POST. AD6615' AD6615'RM 2, IS A STANDARD FLORIDA STATE ROAD DEPARTMENT BENCH AD6615'MARK WITH NO STAMPING. IT IS SET IN THE WEST ABUTMENT OF THE AD6615'BRIDGE AND IS 40.7 FEET SOUTH OF THE NORTH END OF THE ABUTMENT, AD6615'26 FEET WEST OF CENTER OF THE SOUTH BOUND LANE AND 18.6 FEET NORTH AD6615'OF THE SOUTH END OF THE ABUTMENT. AD6615' AD6615'AZ MK, STAMPED GRANT 1970 IS A STANDARD DISK CEMENTED IN A AD6615'DRILL HOLE IN THE EAST ABUTMENT OF A CULVERT. IT IS 26 FEET EAST AD6615'OF CENTER OF THE NORTH BOUND LANE OF MILITARY TRAIL, 12 FEET AD6615'NORTH OF THE SOUTH END OF THE ABUTMENT, 3.3 FEET SOUTHWEST OF A AD6615'METAL WITNESS POST AND FENCE AND 0.7 FEET SOUTH OF THE NORTH END AD6615'OF THE ABUTMENT. AD6615' AD6615'TO REACH THE AZ MK FROM THE STATION, GO NORTH ON MILITARY TRAIL AD6615'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. AD6615' AD6615'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AD6615 AD6615 STATION RECOVERY (1970) AD6615 AD6615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 AD6615'RECOVERED IN GOOD CONDITION. AD6615 AD6615 STATION RECOVERY (1991) AD6615 AD6615'RECOVERY NOTE BY ADR GEODETIC SERVICES 1991 AD6615'RECOVERED IN GOOD CONDITION. AD6615 AD6615 STATION RECOVERY (2002) AD6615 AD6615'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6615'NO LONGER A TRACK ROAD AT LOCATION. RM 1 AND RM 2 GOOD AD6615 AD6615 STATION RECOVERY (2003) AD6615 AD6615'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6615'RM 1 EXPOSED AND TILTED. RM 2 GOOD. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6601 *********************************************************************** AD6601 DESIGNATION - GRANT S 1 AD6601 PID - AD6601 AD6601 STATE/COUNTY- FL/PALM BEACH AD6601 USGS QUAD - PALM BEACH (1983) AD6601 AD6601 *CURRENT SURVEY CONTROL AD6601 ___________________________________________________________________ AD6601* NAD 83(1990)- 26 42 24.06265(N) 080 06 39.96819(W) ADJUSTED AD6601* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD6601 ___________________________________________________________________ AD6601 LAPLACE CORR- -3.64 (seconds) DEFLEC99 AD6601 GEOID HEIGHT- -26.26 (meters) GEOID99 AD6601 AD6601 HORZ ORDER - FIRST AD6601 AD6601.The horizontal coordinates were established by classical geodetic methods AD6601.and adjusted by the National Geodetic Survey in May 1991. AD6601 AD6601.The NAVD 88 height was computed by applying the VERTCON shift value to AD6601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6601 AD6601.The Laplace correction was computed from DEFLEC99 derived deflections. AD6601 AD6601.The geoid height was determined by GEOID99. AD6601 AD6601; North East Units Scale Converg. AD6601;SPC FL E - 263,214.580 288,452.127 MT 1.00003773 +0 23 58.3 AD6601;UTM 17 - 2,954,256.754 588,421.948 MT 0.99969652 +0 23 58.3 AD6601 AD6601: Primary Azimuth Mark Grid Az AD6601:SPC FL E - GRANT S 1 AZ MK 1 271 52 26.1 AD6601:UTM 17 - GRANT S 1 AZ MK 1 271 52 26.1 AD6601 AD6601|---------------------------------------------------------------------| AD6601| PID Reference Object Distance Geod. Az | AD6601| dddmmss.s | AD6601| CW8898 GRANT S 1 AZ MK 2 0891140.3 | AD6601| CW8897 GRANT S 1 AZ MK 1 2721624.4 | AD6601|---------------------------------------------------------------------| AD6601 AD6601 SUPERSEDED SURVEY CONTROL AD6601 AD6601 NAD 83(1986)- 26 42 24.06713(N) 080 06 39.97678(W) AD( ) 1 AD6601 NAD 27 - 26 42 22.83281(N) 080 06 40.82199(W) AD( ) 1 AD6601 NGVD 29 - 6.0 (m) 20. (f) VERT ANG AD6601 AD6601.Superseded values are not recommended for survey control. AD6601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6601.See file dsdata.txt to determine how the superseded data were derived. AD6601 AD6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8842254257(NAD 83) AD6601_MARKER: DD = SURVEY DISK AD6601_SETTING: 0 = UNSPECIFIED SETTING AD6601 AD6601 HISTORY - Date Condition Report By AD6601 HISTORY - 1970 MONUMENTED FL-099 AD6601 HISTORY - 20020408 MARK NOT FOUND USPSQD AD6601 HISTORY - 20030408 MARK NOT FOUND USPSQD AD6601 AD6601 STATION DESCRIPTION AD6601 AD6601'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6601'THE SATELLITE STATION IS LOCATED ABOUT 3-3/4 MILES WEST AD6601'SOUTHWEST OF DOWNTOWN MUNICIPAL WEST PALM BEACH AREA, 2 MILES AD6601'NORTH OF S. R. 80 AND 5-1/2 MILES EAST OF S. R. 7. AD6601' AD6601'THE SATELLITE IS SET IN THE NORTH END SOUTHERN CONCRETE AD6601'MEDIAN STRIP AT INTERSECTION OF MILITARY TRAIL AND OKEECHOBEE ROAD. AD6601' AD6601'BOTH AZIMUTHS, S-1 A-1 AND S-1 A-2, HAVE PALM BEACH COUNTY AD6601'GEODETIC BRASS DISKS IN ROUND CONCRETE POSTS. S-1 ITSELF IS A AD6601'CONVERTED CORPS OF ENGINEERS, PALM BEACH COUNTY, BRASS DISK SET AD6601'IN A CONCRETE MEDIAN STRIP. AD6601' AD6601'SATELLITE STATION IS STAMPED GRANT S-1, 1970. AD6601' AD6601'AZ. MK 1, STAMPED GRANT S-1, A-1, 1970 IS SET 1 IN BELOW GROUND AD6601'LEVEL. POINT IS .25 MILE WEST OF MILITARY TRAIL. POINT IS AD6601'15.0 FEET SOUTH OF CENTERLINE EAST BOUND LANE OF OKEECHOBEE AD6601'ROAD, 52.05 FEET WEST NORTHWEST OF A GUY POLE, AND 70.2 FEET AD6601'WEST OF EXTENDED WEST EDGE OF PAVEMENT OF DRIVE TO 20TH CENTURY AD6601'HOMES, INC.. POINT IS 1 FOOT NORTH OF A METAL WITNESS POST. AD6601' AD6601'AZ. MK 2, STAMPED GRANT S-1, A-2, 1970, IS SET 1 IN BELOW AD6601'GROUND LEVEL. POINT IS .25 MILE EAST OF MILITARY TRAIL. POINT AD6601'IS 25.7 FEET SOUTH OF CENTERLINE OF EAST BOUND LANE AT AD6601'OKEECHOBEE ROAD, 67.65 FEET WEST NORTHWEST OF CONCRETE POWER AD6601'POLE, AND 84.3 FEET NORTHWEST OF NORTHWEST CORNER OF BUILDING AD6601'(ADDRESS IS 4248 OKEECHOBEE ROAD. POINT IS 23 IN NORTH OF A AD6601'METAL WITNESS POST. AD6601' AD6601'NOTE--SATELLITE STATION GRANT S-1 IS TIED TO TRIANGULATION AD6601'STATIONS GRANT, GIMPEL AND HARVEY. AD6601 AD6601 STATION RECOVERY (2002) AD6601 AD6601'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6601'LOCATION OF MARK IS IN THE MIDDLE OF THE INTERSECTION NORTH OF THE AD6601'PRESENT SOUTHERN CONCRETE MEDIAN STRIP AD6601 AD6601 STATION RECOVERY (2003) AD6601 AD6601'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6601'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6751 *********************************************************************** AD6751 DESIGNATION - GREEN AD6751 PID - AD6751 AD6751 STATE/COUNTY- FL/PALM BEACH AD6751 USGS QUAD - PALM BEACH FARMS (1983) AD6751 AD6751 *CURRENT SURVEY CONTROL AD6751 ___________________________________________________________________ AD6751* NAD 83(1990)- 26 42 30.65110(N) 080 13 44.32366(W) ADJUSTED AD6751* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD6751 ___________________________________________________________________ AD6751 LAPLACE CORR- -2.57 (seconds) DEFLEC99 AD6751 GEOID HEIGHT- -25.93 (meters) GEOID99 AD6751 AD6751 HORZ ORDER - FIRST AD6751 AD6751.The horizontal coordinates were established by classical geodetic methods AD6751.and adjusted by the National Geodetic Survey in May 1991. AD6751 AD6751.The NAVD 88 height was computed by applying the VERTCON shift value to AD6751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6751 AD6751.The Laplace correction was computed from DEFLEC99 derived deflections. AD6751 AD6751.The geoid height was determined by GEOID99. AD6751 AD6751; North East Units Scale Converg. AD6751;SPC FL E - 263,340.986 276,720.828 MT 1.00001382 +0 20 47.6 AD6751;UTM 17 - 2,954,383.116 576,694.651 MT 0.99967262 +0 20 47.6 AD6751 AD6751: Primary Azimuth Mark Grid Az AD6751:SPC FL E - HYMAN 057 48 40.1 AD6751:UTM 17 - HYMAN 057 48 40.1 AD6751 AD6751|---------------------------------------------------------------------| AD6751| PID Reference Object Distance Geod. Az | AD6751| dddmmss.s | AD6751| CW8902 GREEN RM 1 26.226 METERS 00205 | AD6751| AD6752 GREEN 2 8.916 METERS 04434 | AD6751| AD6508 HYMAN APPROX. 9.2 KM 0580927.7 | AD6751| AD6735 WEST PALM BEACH RAD AND TV TWR APPROX. 5.2 KM 1085514.5 | AD6751| AD6734 WEST PALM BEACH ITL APT RAD BN APPROX. 3.0 KM 1404225.5 | AD6751| AD6737 GREEN 2 RM 4 1974 282.142 METERS 18732 | AD6751| CW8903 GREEN RM 2 32.134 METERS 27439 | AD6751| CW8901 GREEN AZ MK 3593221.2 | AD6751|---------------------------------------------------------------------| AD6751 AD6751 SUPERSEDED SURVEY CONTROL AD6751 AD6751 NAD 83(1986)- 26 42 30.65533(N) 080 13 44.33211(W) AD( ) 1 AD6751 NAD 27 - 26 42 29.42070(N) 080 13 45.16598(W) AD( ) 1 AD6751 NGVD 29 - 5.6 (m) 18. (f) VERT ANG AD6751 AD6751.Superseded values are not recommended for survey control. AD6751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6751.See file dsdata.txt to determine how the superseded data were derived. AD6751 AD6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7669554383(NAD 83) AD6751_MARKER: DS = TRIANGULATION STATION DISK AD6751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6751 AD6751 HISTORY - Date Condition Report By AD6751 HISTORY - 1970 MONUMENTED NGS AD6751 HISTORY - 1974 SEE DESCRIPTION NGS AD6751 HISTORY - 20020318 MARK NOT FOUND USPSQD AD6751 HISTORY - 20030407 MARK NOT FOUND USPSQD AD6751 AD6751 STATION DESCRIPTION AD6751 AD6751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6751'STATION IS LOCATED ABOUT 10 MILES WEST OF WEST PALM BEACH, AD6751'3 MILES NORTHEAST OF LOXAHATCHEE, 2 MILES NORTH OF ROYAL PALM AD6751'BEACH AND ON ROYAL PALM BEACH BOULEVARD RIGHT-OF-WAY. AD6751' AD6751'TO REACH FROM THE JUNCTION OF INTERSTATE 95 AND STATE ROAD AD6751'704 (OKEECHOBEE BOULEVARD) AT THE WEST EDGE OF WEST PALM AD6751'BEACH, GO WEST ON STATE ROAD 704 FOR 7.5 MILES TO STATE ROAD AD6751'7. TURN LEFT AND GO SOUTH ON STATE ROAD 7 FOR 2.0 MILES TO AD6751'JUNCTION OF U.S. HIGHWAYS 441 AND 98. TURN RIGHT AND GO WEST AD6751'ON U.S. HIGHWAYS 441 AND 98 FOR 1.6 MILES TO ENTRANCE ON ROYAL AD6751'PALM BEACH ON RIGHT. TURN RIGHT AND GO NORTH ON ROYAL PALM AD6751'BEACH BOULEVARD FOR 0.95 MILE TO END OF SURFACED ROAD. CONTINUE AD6751'NORTH ON ROYAL PALM BEACH BOULEVARD FOR 0.8 MILE TO AD6751'CROSSROAD. CONTINUE NORTH ON ROYAL PALM BEACH BOULEVARD AD6751'FOR 0.1 MILE TO STATION ON RIGHT AS DESCRIBED. AD6751' AD6751'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS. AD6751' AD6751'STATION MARK, STAMPED GREEN 1970, PROJECTS ABOUT 3 INCHES. IT IS AD6751'180 FEET NORTH OF APPROXIMATE CENTER OF POND, 51.0 FEET EAST OF AD6751'CENTER OF ROYAL PALM BEACH BOULEVARD, 13.0 FEET WEST OF AD6751'RIGHT-OF-WAY LINE AND 5.4 FEET NORTHWEST OF A METAL WITNESS POST. AD6751' AD6751'RM 1, STAMPED GREEN NO 1 1970, PROJECTS ABOUT 4 INCHES. IT IS AD6751'51.0 FEET EAST OF CENTER OF ROYAL PALM BEACH BOULEVARD, 12.0 FEET AD6751'WEST OF EAST RIGHT-OF-WAY LINE AND 1.9 FEET SOUTHWEST OF A AD6751'METAL WITNESS POST. AD6751' AD6751'RM 2, STAMPED GREEN NO 2 1970, PROJECTS ABOUT 4 INCHES. IT IS AD6751'54.0 FEET WEST OF CENTER OF ROYAL PALM BEACH BOULEVARD, 15.0 FEET AD6751'SOUTHEAST OF A 10-INCH PINE TREE, 2.0 FEET NORTHEAST OF A METAL AD6751'WITNESS POST AND ABOUT ON RIGHT-OF-WAY LINE. AD6751' AD6751'AZ MK, STAMPED GREEN 1970, PROJECTS ABOUT 8 INCHES. IT IS 96 FEET AD6751'SOUTHWEST OF THE WEST END OF A METAL CULVERT, 49.0 FEET WEST OF AD6751'CENTER OF ROYAL PALM BEACH BOULEVARD, 9 FEET EAST OF WEST AD6751'RIGHT-OF-WAY LINE AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST. AD6751' AD6751'TO REACH THE AZ MK FROM THE STATION, GO NORTH ON ROYAL PALM AD6751'BEACH BOULEVARD FOR 0.4 MILE TO MARK ON LEFT AS DESCRIBED. AD6751' AD6751'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. AD6751 AD6751 STATION RECOVERY (1974) AD6751 AD6751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AD6751'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND AD6751'IN GOOD CONDITION. MEASUREMENTS SHOWED THAT THE AZIMUTH MARK AD6751'WAS DESTROYED WHEN A CONCRETE DRAINAGE JUNCTION WAS AD6751'CONSTRUCTED. THE DISTANCE TO REFERENCE MARKS CHECKED WITH AD6751'ORIGINAL DESCRIPTION. THE DIRECTION BETWEEN REFERENCE MARKS AD6751'ALSO CHECKED. THE STATION WAS VISITED BY REQUEST OF WOOD, AD6751'BEARD, ASSOCIATES, FORT PIERCE, FLORIDA 33450. THE STATION AD6751'MARK AND REFERENCE MARK 1 WERE IN CONSTRUCTION LIMITS OF THE AD6751'NEW ROYAL PALM BEACH BOULEVARD. AFTER ALL TIES WERE MADE TO AD6751'GREEN 2 THE STATION MARK AND REFERENCE MARK 1 WERE AD6751'DESTROYED. A POLARIS OBSERVATION WAS OBSERVED TO THE NEW AD6751'AZIMUTH MARK FOR BEARING. THE UNDERGROUND STATION MARK AD6751'WILL BE LEFT INTACT BUT WILL BE UNDER THE ASPHALT SURFACE OF AD6751'BOULEVARD. (STATION DESTROYED). AD6751' AD6751'RM 1 TO RM 2 OBSTRUCTED BY CONCRETE POWER LINE POLE. AD6751' AD6751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD6751'2 MILES NORTH OF ROYAL PALM BEACH VILLAGE. AD6751 AD6751 STATION RECOVERY (2002) AD6751 AD6751'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6751'GPS SHOWS LOCATION FOR MARK UNDER SIDEWALK AD6751 AD6751 STATION RECOVERY (2003) AD6751 AD6751'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6751'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6752 *********************************************************************** AD6752 DESIGNATION - GREEN 2 AD6752 PID - AD6752 AD6752 STATE/COUNTY- FL/PALM BEACH AD6752 USGS QUAD - PALM BEACH FARMS (1983) AD6752 AD6752 *CURRENT SURVEY CONTROL AD6752 ___________________________________________________________________ AD6752* NAD 83(1990)- 26 42 30.85747(N) 080 13 44.09729(W) ADJUSTED AD6752* NAVD 88 - 6. (meters) 20. (feet) SCALED AD6752 ___________________________________________________________________ AD6752 LAPLACE CORR- -2.57 (seconds) DEFLEC99 AD6752 GEOID HEIGHT- -25.93 (meters) GEOID99 AD6752 AD6752 HORZ ORDER - SECOND AD6752 AD6752.The horizontal coordinates were established by classical geodetic methods AD6752.and adjusted by the National Geodetic Survey in May 1991. AD6752 AD6752.The orthometric height was scaled from a topographic map. AD6752 AD6752.The Laplace correction was computed from DEFLEC99 derived deflections. AD6752 AD6752.The geoid height was determined by GEOID99. AD6752 AD6752; North East Units Scale Converg. AD6752;SPC FL E - 263,347.375 276,727.046 MT 1.00001383 +0 20 47.7 AD6752;UTM 17 - 2,954,389.504 576,700.867 MT 0.99967263 +0 20 47.7 AD6752 AD6752|---------------------------------------------------------------------| AD6752| PID Reference Object Distance Geod. Az | AD6752| dddmmss.s | AD6752| CW8904 GREEN 2 RM 3 24.442 METERS 00017 | AD6752| AD6737 GREEN 2 RM 4 1974 289.309 METERS 18836 | AD6752| AD6751 GREEN 8.916 METERS 22434 | AD6752| CW8903 GREEN RM 2 38.471 METERS 26424 | AD6752|---------------------------------------------------------------------| AD6752 AD6752 SUPERSEDED SURVEY CONTROL AD6752 AD6752 NAD 83(1986)- 26 42 30.86171(N) 080 13 44.10574(W) AD( ) 2 AD6752 NAD 27 - 26 42 29.62708(N) 080 13 44.93962(W) AD( ) 2 AD6752 AD6752.Superseded values are not recommended for survey control. AD6752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6752.See file dsdata.txt to determine how the superseded data were derived. AD6752 AD6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7670154390(NAD 83) AD6752_MARKER: DS = TRIANGULATION STATION DISK AD6752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6752 AD6752 HISTORY - Date Condition Report By AD6752 HISTORY - 1974 MONUMENTED NGS AD6752 HISTORY - 20020318 MARK NOT FOUND USPSQD AD6752 HISTORY - 20030407 MARK NOT FOUND USPSQD AD6752 AD6752 STATION DESCRIPTION AD6752 AD6752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN) AD6752'STATION IS LOCATED ABOUT 10 MILES WEST OF WEST PALM BEACH, AD6752'3 MILES NORTHEAST OF LOXAHATCHEE, 2 MILES NORTH OF ROYAL PALM AD6752'BEACH VILLAGE AND ON THE EAST RIGHT-OF-WAY LINE OF ROYAL PALM AD6752'BEACH BOULEVARD. AD6752' AD6752'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE AD6752'ROAD 704 (OKEECHOBEE BOULEVARD) AT THE WEST EDGE OF WEST PALM AD6752'BEACH, GO WEST ON STATE ROAD 704 FOR 7.5 MILES TO STATE ROAD AD6752'7. TURN LEFT AND GO SOUTH ON STATE ROAD 7 FOR 2.0 MILES TO AD6752'THE JUNCTION OF U.S. HIGHWAYS 441 AND 98. TURN RIGHT AND GO AD6752'WEST ON U.S. HIGHWAYS 441 AND 98 FOR 1.6 MILES TO THE ENTRANCE AD6752'TO ROYAL PALM BEACH ON RIGHT. TURN RIGHT AND GO NORTH ON ROYAL AD6752'PALM BEACH BOULEVARD FOR 1.75 MILES TO CROSSROAD AND AZIMUTH AD6752'MARK ON LEFT IN THE SOUTHWEST CORNER OF INTERSECTION. AD6752'CONTINUE NORTH ON ROYAL PALM BEACH BOULEVARD FOR 0.15 MILE TO AD6752'STATION ON RIGHT. AD6752' AD6752'STATION MARKS, ARE STANDARD DISKS STAMPED GREEN 2 1974. THE AD6752'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AD6752'MONUMENT THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE. IT IS AD6752'112 FEET EAST-NORTHEAST OF A CONCRETE POWER LINE POLE, 36 FEET AD6752'EAST OF THE CENTER OF PROPOSED ROYAL PALM BEACH BOULEVARD, 4 FEET AD6752'EAST OF THE RIGHT-OF-WAY LINE, 2.5 FEET WEST OF A METAL WITNESS AD6752'POST AND 2.3 FEET NORTH OF A METAL WITNESS POST. THE AD6752'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF AD6752'CONCRETE 40-INCHES BELOW THE GROUND SURFACE. AD6752' AD6752'REFERENCE MARK 2, A STANDARD DISK STAMPED GREEN NO 2 1970, IS AD6752'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AD6752'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 89 FEET WEST OF AD6752'THE CENTER OF PROPOSED BOULEVARD, 15.5 FEET SOUTHWEST OF THE AD6752'CONCRETE POWER LINE POLE AND 2 FEET NORTHEAST OF A METAL WITNESS AD6752'POST. AD6752' AD6752'REFERENCE MARK 3, A STANDARD DISK STAMPED GREEN 2 NO 3 1974, AD6752'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AD6752'IS SET FLUSH WITH THE GROUND SURFACE. IT IS 152 FEET NORTHEAST AD6752'OF THE CONCRETE POWER LINE POLE, 30 FEET EAST OF THE CENTER OF AD6752'PROPOSED BOULEVARD, 1.2 FEET WEST OF A METAL WITNESS POST AND 1 AD6752'FOOT EAST OF THE RIGHT-OF-WAY LINE. AD6752' AD6752'RM 4 (AZIMUTH MARK), A STANDARD DISK STAMPED GREEN 2 NO 4 AD6752'AZ 1974, IS CEMENTED IN A DRILL HOLE ON THE SOUTHWEST CORNER OF AD6752'A CONCRETE DRAINAGE PIT WITH AN IRON GRATE COVER. IT IS 72 FEET AD6752'SOUTHWEST OF THE CENTER OF JUNCTION OF ROYAL PALM BEACH BOULEVARD AD6752'AND AN EAST-WEST ROAD, 35 FEET WEST OF CENTER OF ROYAL PALM BEACH AD6752'BOULEVARD, 62 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 20 AD6752'FEET NORTH OF A CONCRETE POWER LINE POLE AND 1 FOOT EAST OF A AD6752'METAL WITNESS POST. AD6752 AD6752 STATION RECOVERY (2002) AD6752 AD6752'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6752'GPS SHOWS LOCATION FOR MARK UNDER SIDEWALK AD6752 AD6752 STATION RECOVERY (2003) AD6752 AD6752'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6752'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6737 *********************************************************************** AD6737 DESIGNATION - GREEN 2 RM 4 1974 AD6737 PID - AD6737 AD6737 STATE/COUNTY- FL/PALM BEACH AD6737 USGS QUAD - PALM BEACH FARMS (1983) AD6737 AD6737 *CURRENT SURVEY CONTROL AD6737 ___________________________________________________________________ AD6737* NAD 83(1990)- 26 42 21.56303(N) 080 13 45.66153(W) ADJUSTED AD6737* NAVD 88 - 6. (meters) 20. (feet) SCALED AD6737 ___________________________________________________________________ AD6737 LAPLACE CORR- -2.57 (seconds) DEFLEC99 AD6737 GEOID HEIGHT- -25.92 (meters) GEOID99 AD6737 AD6737 HORZ ORDER - THIRD AD6737 AD6737.The horizontal coordinates were established by classical geodetic methods AD6737.and adjusted by the National Geodetic Survey in May 1991. AD6737 AD6737.The orthometric height was scaled from a topographic map. AD6737 AD6737.The Laplace correction was computed from DEFLEC99 derived deflections. AD6737 AD6737.The geoid height was determined by GEOID99. AD6737 AD6737; North East Units Scale Converg. AD6737;SPC FL E - 263,061.055 276,685.538 MT 1.00001375 +0 20 46.9 AD6737;UTM 17 - 2,954,103.282 576,659.373 MT 0.99967255 +0 20 46.9 AD6737 AD6737|---------------------------------------------------------------------| AD6737| PID Reference Object Distance Geod. Az | AD6737| dddmmss.s | AD6737| AD6751 GREEN 282.142 METERS 00732 | AD6737| AD6752 GREEN 2 289.309 METERS 00836 | AD6737|---------------------------------------------------------------------| AD6737 AD6737 SUPERSEDED SURVEY CONTROL AD6737 AD6737 NAD 83(1986)- 26 42 21.56735(N) 080 13 45.66996(W) AD( ) 3 AD6737 NAD 27 - 26 42 20.33233(N) 080 13 46.50380(W) AD( ) 3 AD6737 AD6737.Superseded values are not recommended for survey control. AD6737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6737.See file dsdata.txt to determine how the superseded data were derived. AD6737 AD6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7665954103(NAD 83) AD6737_MARKER: Z = SEE DESCRIPTION AD6737_SETTING: 0 = UNSPECIFIED SETTING AD6737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6737 AD6737 HISTORY - Date Condition Report By AD6737 HISTORY - 1974 MONUMENTED NGS AD6737 HISTORY - 20020318 MARK NOT FOUND USPSQD AD6737 HISTORY - 20030407 MARK NOT FOUND USPSQD AD6737 AD6737 STATION DESCRIPTION AD6737 AD6737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AD6737'SEE STATION GREEN 2 AD6737 AD6737 STATION RECOVERY (2002) AD6737 AD6737'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6737'MARK NOT FOUND. AD6737 AD6737 STATION RECOVERY (2003) AD6737 AD6737'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6737'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6745 *********************************************************************** AD6745 DESIGNATION - GREEN S 1 AD6745 PID - AD6745 AD6745 STATE/COUNTY- FL/PALM BEACH AD6745 USGS QUAD - PALM BEACH FARMS (1983) AD6745 AD6745 *CURRENT SURVEY CONTROL AD6745 ___________________________________________________________________ AD6745* NAD 83(1990)- 26 41 02.91988(N) 080 13 48.62515(W) ADJUSTED AD6745* NAVD 88 - 5.0 (meters) 16. (feet) VERTCON AD6745 ___________________________________________________________________ AD6745 LAPLACE CORR- -2.58 (seconds) DEFLEC99 AD6745 GEOID HEIGHT- -25.86 (meters) GEOID99 AD6745 AD6745 HORZ ORDER - SECOND AD6745 AD6745.The horizontal coordinates were established by classical geodetic methods AD6745.and adjusted by the National Geodetic Survey in May 1991. AD6745 AD6745.The NAVD 88 height was computed by applying the VERTCON shift value to AD6745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6745 AD6745.The Laplace correction was computed from DEFLEC99 derived deflections. AD6745 AD6745.The geoid height was determined by GEOID99. AD6745 AD6745; North East Units Scale Converg. AD6745;SPC FL E - 260,640.138 276,618.228 MT 1.00001362 +0 20 44.6 AD6745;UTM 17 - 2,951,683.190 576,592.086 MT 0.99967242 +0 20 44.6 AD6745 AD6745: Primary Azimuth Mark Grid Az AD6745:SPC FL E - GREEN S 1 AZ MK 1 271 22 31.0 AD6745:UTM 17 - GREEN S 1 AZ MK 1 271 22 31.0 AD6745 AD6745|---------------------------------------------------------------------| AD6745| PID Reference Object Distance Geod. Az | AD6745| dddmmss.s | AD6745| CW8906 GREEN S 1 AZ MK 2 0034632.8 | AD6745| AD6746 GREEN S 1 PBCSD A PT 9.105 METERS 04912 | AD6745| CW8905 GREEN S 1 AZ MK 1 2714315.6 | AD6745|---------------------------------------------------------------------| AD6745 AD6745 SUPERSEDED SURVEY CONTROL AD6745 AD6745 NAD 83(1986)- 26 41 02.92415(N) 080 13 48.63350(W) AD( ) 2 AD6745 NAD 27 - 26 41 01.68633(N) 080 13 49.46720(W) AD( ) 2 AD6745 NGVD 29 - 5.4 (m) 18. (f) VERT ANG AD6745 AD6745.Superseded values are not recommended for survey control. AD6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6745.See file dsdata.txt to determine how the superseded data were derived. AD6745 AD6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7659251683(NAD 83) AD6745_MARKER: DD = SURVEY DISK AD6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6745 AD6745 HISTORY - Date Condition Report By AD6745 HISTORY - 1970 MONUMENTED FL-099 AD6745 HISTORY - 20020131 MARK NOT FOUND USPSQD AD6745 HISTORY - 20030402 MARK NOT FOUND USPSQD AD6745 AD6745 STATION DESCRIPTION AD6745 AD6745'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6745'THE SATELLITE IS LOCATED ABOUT 2-1/2 MILES EAST OF AD6745'LOXAHATCHEE, ABOUT 1-3/4 MILES WEST OF S. R. 7 AND ABOUT 1/4 AD6745'NORTH OF SOUTHERN BOULEVARD. AD6745' AD6745'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF U.S. AD6745'98, 441 AND S. R. 7, GO WEST ON U.S. 98, 441 FOR 1.75 MILES AD6745'TO ROYAL PALM BEACH BOULEVARD. TURN RIGHT AND GO .2 MILE TO AD6745'STATION SITE. AD6745' AD6745'S-1 AND S-1, A-1, ARE PALM BEACH COUNTY GEODETIC DISKS SET AD6745'IN ROUND CONCRETE POSTS. S-1, A-2 IS A CONVERTED CORPS OF AD6745'ENGINEERS, PALM BEACH COUNTY, BRASS DISK SET IN A CONCRETE AD6745'FLUSH HEADER. AD6745' AD6745'SATELLITE, STAMPED GREEN S-1, 1970, IS SET FLUSH. POINT IS AD6745'SET OPPOSITE COMMUNITY COVENANT CHURCH. POINT IS 11.5 FEET AD6745'WEST OF CENTERLINE OF SOUTH BOUND LANE OF ROYAL PALM BEACH AD6745'BOULEVARD, 28.2 FEET SOUTHEAST OF AN 18 IN ROYAL PALM, 38.5 FEET AD6745'NORTHEAST OF ANOTHER 18 IN ROYAL PALM AND 66.2 FEET SOUTHWEST OF AD6745'A CONCRETE LIGHT POLE IN MEDIAN STRIP. POINT IS 8 IN EAST OF AD6745'A METAL WITNESS POST. AD6745' AD6745'AZ. MK 1, STAMPED GREEN S-1, A-1, 1970, IS SET FLUSH. TO AD6745'REACH AZIMUTH FROM THE INTERSECTION OF ROYAL PALM BEACH AD6745'BOULEVARD AND U.S. 98, 441, GO WEST ON U.S. 98, 441 FOR .2 AD6745'MILE TO DIRT TRACK ROAD WHICH RUNS BETWEEN A CANAL ON THE WEST AD6745'AND A SMALL LAKE ON THE EAST. PROCEED FOR .2 MILE NORTH ON AD6745'TRACK ROAD FROM U.S. 98, 441 TO SITE OF AZIMUTH. POINT IS AD6745'34.5 FEET SOUTH OF A 12 IN AUSTRALIAN PINE, 9.3 FEET NORTH AD6745'NORTHWEST OF AN 8 IN COCOANUT TREE, AND 8.0 FEET EAST OF AD6745'CENTERLINE OF DIRT TRACK ROAD. POINT IS 13-1/2 IN WEST OF A AD6745'METAL WITNESS POST. AD6745' AD6745'AZ. MK 2, STAMPED GREEN S-1, A-2, 1970, IS SET IN SOUTHEAST AD6745'CORNER OF INTERSECTION OF ROYAL PALM BEACH BOULEVARD AND AD6745'OLEANDER DRIVE IN SOUTH END OF CONCRETE FLUSH HEADER. OLEANDER AD6745'DRIVE IS .2 MILE NORTH OF SATELLITE. AD6745' AD6745'NOTE--SATELLITE GREEN S-1 IS TIED TO TRIANGULATION STATION GREEN. AD6745 AD6745 STATION RECOVERY (2002) AD6745 AD6745'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6745'MARK NOT FOUND. AD6745 AD6745 STATION RECOVERY (2003) AD6745 AD6745'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6745'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD7399 *********************************************************************** AD7399 DESIGNATION - HART AD7399 PID - AD7399 AD7399 STATE/COUNTY- FL/PALM BEACH AD7399 USGS QUAD - LAKE HARBOR (1970) AD7399 AD7399 *CURRENT SURVEY CONTROL AD7399 ___________________________________________________________________ AD7399* NAD 83(1990)- 26 41 54.76572(N) 080 48 23.68236(W) ADJUSTED AD7399* NAVD 88 - 12.643 (meters) 41.48 (feet) ADJUSTED AD7399 ___________________________________________________________________ AD7399 LAPLACE CORR- -1.31 (seconds) DEFLEC99 AD7399 GEOID HEIGHT- -24.91 (meters) GEOID99 AD7399 DYNAMIC HT - 12.623 (meters) 41.41 (feet) COMP AD7399 MODELED GRAV- 979,105.5 (mgal) NAVD 88 AD7399 AD7399 HORZ ORDER - SECOND AD7399 VERT ORDER - FIRST CLASS II AD7399 AD7399.The horizontal coordinates were established by classical geodetic methods AD7399.and adjusted by the National Geodetic Survey in May 1991. AD7399 AD7399.The orthometric height was determined by differential leveling AD7399.and adjusted by the National Geodetic Survey in September 1992. AD7399 AD7399.The Laplace correction was computed from DEFLEC99 derived deflections. AD7399 AD7399.The geoid height was determined by GEOID99. AD7399 AD7399.The dynamic height is computed by dividing the NAVD 88 AD7399.geopotential number by the normal gravity value computed on the AD7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7399.degrees latitude (g = 980.6199 gals.). AD7399 AD7399.The modeled gravity was interpolated from observed gravity values. AD7399 AD7399; North East Units Scale Converg. AD7399;SPC FL E - 262,019.166 219,247.853 MT 0.99994575 +0 05 12.9 AD7399;UTM 17 - 2,953,061.748 519,241.285 MT 0.99960457 +0 05 12.9 AD7399 AD7399: Primary Azimuth Mark Grid Az AD7399:SPC FL E - HART AZ MK 187 51 15.7 AD7399:UTM 17 - HART AZ MK 187 51 15.7 AD7399 AD7399|---------------------------------------------------------------------| AD7399| PID Reference Object Distance Geod. Az | AD7399| dddmmss.s | AD7399| AD7400 HART RM 3 20.189 METERS 08357 | AD7399| AD7391 HOOKER JONES CAMP TANK APPROX. 5.5 KM 1292606.2 | AD7399| AD8277 HART RM 1 13.773 METERS 13345 | AD7399| AD7398 HART RM 4 16.868 METERS 13615 | AD7399| AD7395 LAKE HARBOR POLE APPROX. 0.6 KM 1790131.1 | AD7399| CW8963 HART AZ MK 1875628.6 | AD7399| AD7393 LAKE HARBOR RAD AND TV TOWER APPROX. 0.7 KM 1953607.5 | AD7399| AD7397 FCE 102 27.632 METERS 21912 | AD7399| AD7394 LAKE HARBOR SOUTH SHORE TANK APPROX. 0.9 KM 2223558.7 | AD7399| AD7401 FCE 114 32.758 METERS 35616 | AD7399|---------------------------------------------------------------------| AD7399 AD7399 SUPERSEDED SURVEY CONTROL AD7399 AD7399 NAD 83(1986)- 26 41 54.76800(N) 080 48 23.69176(W) AD( ) 2 AD7399 NAD 27 - 26 41 53.52886(N) 080 48 24.47108(W) AD( ) 2 AD7399 NGVD 29 - 13.069 (m) 42.88 (f) ADJUSTED 1 2 AD7399 AD7399.Superseded values are not recommended for survey control. AD7399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7399.See file dsdata.txt to determine how the superseded data were derived. AD7399 AD7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1924153062(NAD 83) AD7399_MARKER: DS = TRIANGULATION STATION DISK AD7399_SETTING: 36 = CONTROL HOUSE AD7399_STAMPING: HART 1942 AD7399_MARK LOGO: CGS AD7399_MAGNETIC: N = NO MAGNETIC MATERIAL AD7399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7399+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996 AD7399 AD7399 HISTORY - Date Condition Report By AD7399 HISTORY - 1942 MONUMENTED CGS AD7399 HISTORY - 1942 GOOD CGS AD7399 HISTORY - 1956 GOOD CGS AD7399 HISTORY - 1964 GOOD CGS AD7399 HISTORY - 1967 GOOD CGS AD7399 HISTORY - 1970 GOOD NGS AD7399 HISTORY - 1972 GOOD USAF AD7399 HISTORY - 1973 GOOD LOCSUR AD7399 HISTORY - 19920401 GOOD NGS AD7399 HISTORY - 19961217 GOOD FLDEP AD7399 HISTORY - 20021111 GOOD NGS AD7399 AD7399 STATION DESCRIPTION AD7399 AD7399'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KGC) AD7399'THE STATION IS ABOUT 0.34 MILE N ALONG THE MIAMI CANAL AT AD7399'HURRICANE GATE ON THE LEVEE, AT THE CENTER OF THE ROOF OF THE AD7399'CONCRETE CONTROL HOUSE OF E GATE. AD7399' AD7399'HART 1942 IS A BRONZE DISK, STAMPED AS NAMED, SET FLUSH IN THE AD7399'CENTER OF THE UPPER SURFACE OF THE ROOF OF E CONTROL HOUSE. AD7399' AD7399'HART REFERENCE MARK NO.1 1942 IS A BRONZE DISK, STAMPED HART NO.1 AD7399'1942, SET FLUSH IN THE UPPER SURFACE OF THE E POINT OF E CONCRETE AD7399'GATE STRUCTURE. IT IS 13.792 METERS, S 50 DEG E, AD7399'FROM THE STATION AND ABOUT 7 FEET LOWER. AD7399' AD7399'HART REFERENCE MARK NO.2 1942 IS A BRONZE DISK U.S.E. BENCH MARK, AD7399'NOT STAMPED, SET FLUSH IN THE UPPER SURFACE AT THE NW CORNER OF AD7399'LAKESIDE END OF WALL OF E GATE STRUCTURE. IT IS 32.802 METERS, AD7399'N 4 DEG W, FROM THE STATION AND ABOUT 23 FEET AD7399'LOWER. U.S.E.D. DESCRIPTION GAVE ELEV. 20.055 OKEECHOBEE DATUM, AD7399'FOR THIS MARK--SEE B.M. 2 450 + 80 (DIV. 2 U.S.E.). AD7399' AD7399'TO REACH FROM THE POST OFFICE AT LAKE HARBOR GO E ALONG FLORIDA AD7399'HIGHWAY 25 ABOUT 0.2 MILE TO A DIRT ROAD AT THE FIRST CURVE IN THE AD7399'HIGHWAY, THENCE TURN LEFT OR N. GO ABOUT 0.13 MILE ALONG THE DIRT AD7399'ROAD TO THE LEVEE, THENCE TURN LEFT OR W AND GO ABOUT 2.1 MILES W AD7399'ALONG THE LEVEE ROAD TO HURRICANE GATE NO.3 AND THE STATION. AD7399 AD7399 STATION RECOVERY (1942) AD7399 AD7399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 AD7399'RECOVERED IN GOOD CONDITION. AD7399 AD7399 STATION RECOVERY (1956) AD7399 AD7399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT) AD7399'THE STATION WAS RECOVERED AS DESCRIBED IN 1942, AND ALL MARKS WERE AD7399'FOUND IN GOOD CONDITION. REFERENCE MARK 3 WAS ESTABLISHED AND AD7399'OCCUPIED. A TOWER COULD NOT BE BUILT OVER STATION HART 1942. A AD7399'TRAVERSE CONNECTION WAS MADE TO HART REFERENCE MARK 3, IT IS AD7399'20.189 M. OR 66.24 FT. AD7399' AD7399'TO REACH THE STATION FROM THE POST OFFICE IN LAKE HARBOR, GO SE ON AD7399'U.S. HIGHWAY 27 FOR 1.9 MI. TO WHERE U.S. HIGHWAY 27 TURNS AND GOES AD7399'S AND A TRACK ROAD ON THE LEFT IN THE APPROXIMATE CENTER OF THE AD7399'CURVE. TURN LEFT AND GO N ON THE TRACK ROAD FOR 0.15 MI. TO A AD7399'GATE, PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD TO THE TOP AD7399'OF A LEVEE. TURN LEFT AND GO W ON THE LEVEE ROAD FOR 1.4 MI. TO AD7399'THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD ON THE AD7399'LEVEE ROAD FOR 0.65 MI. TO THE GATE ENTRANCE TO HURRICANE GATE AD7399'STRUCTURE NO. 3 AND THE STATION ON THE TOP OF THE CONTROL HOUSE. AD7399 AD7399 STATION RECOVERY (1964) AD7399 AD7399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS) AD7399'STATION MARK, REFERENCE MARK 1 AND FCE 114 (USE) WERE RECOVERED IN AD7399'GOOD CONDITION. REFERENCE MARK 3 AND THE AZIMUTH MARK SET IN 1956 AD7399'HAVE BEEN DESTROYED. THE LEVEE HAS BEEN RAISED ABOUT 8 FEET. AD7399' AD7399'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF LAKE HARBOR ON THE EAST AD7399'SIDE OF HURRICANE GATE 3 AT THE FLOOD CONTROL DAM. AD7399' AD7399'TO REACH FROM THE CONCRETE BRIDGE OVER THE CANAL ON U.S. HIGHWAY AD7399'27 IN LAKE HARBOR, GO NORTH ON A DIRT ROAD ALONG THE EAST SIDE OF AD7399'THE CANAL FOR 0.5 MILE TO THE DAM AND STATION AS DESCRIBED. AD7399' AD7399'STATION IS A STANDARD DISK STAMPED HART 1942 IS CEMENTED IN A DRILL AD7399'HOLE IN THE CENTER OF THE ROOF OF THE CAST CONTROL HOUSE. AD7399' AD7399'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HART NO. 1 1942, SET AD7399'FLUSH IN A DRILL HOLE AT THE SE CORNER OF THE GATE STRUCTURE. AD7399' AD7399'FCE 114 (USE) WAS USED AS REFERENCE MARK 2 IS A STANDARD USE BENCH AD7399'MARK DISK STAMPED FCE 114 IS SET FLUSH IN A DRILL HOLE AT THE NE AD7399'CORNER OF THE GATE STRUCTURE. AD7399 AD7399 STATION RECOVERY (1967) AD7399 AD7399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JB) AD7399'RECOVERED THE STATION MARK AND F.C.E. 114 (U.S.E.) USED IN 1942 AS AD7399'NO. 2 R.M. IN GOOD CONDITION AS ORIGINALLY AND SINCE DESCRIBED AD7399'EXCEPT FOR SMALL DISCREPANCIES IN DISTANCE BETWEEN THE TWO AS NOTED AD7399'BELOW. ALL THE OTHER MARKS SUSPECTED DESTROYED BY THE RAISING OF AD7399'THE LEVEE AND RECONSTRUCTION OF THE WATER GATE IN ABOUT 1965. AD7399' AD7399'ABOUT 0.15 MILE N OF NO. 27 U.S. HWY., ON E SIDE OF MIAMI CANAL, IN AD7399'TOP CENTER OF THE ROOF OF THE 13- BY 13-FOOT CONCRETE CONTROL HOUSE AD7399'ON E SIDE OF THE WATER GATE BETWEEN LAKE AND CANAL, A STD. DISK AD7399'STAMPED HART 1942 IS CEMENTED IN DRILL HOLE FLUSH WITH ROOF. AD7399' AD7399'THE U.S.E.D. STANDARD DISK STAMPED F.C.E. 114 AD 193 IS 32.742 AD7399'METERS (107.42 FEET) AS COMPUTED FROM 1956 DATA AT HART AND HART AD7399'R.M. 3 1956 NORTH, N 3 DEG 43 MIN 10 SEC W, FROM THE AD7399'STATION, AN ESTIMATED 25 FEET LOWER THAN SAME, CEMENTED IN DRILL AD7399'HOLE IN TOP OF HEAVY CONCRETE WALL ON E SIDE OF THE WATERWAY, AD7399'2.0 FEET S OF N END OF THE WALL, 1.5 FEET E OF W FACE OF SAME, AD7399'AND 0.55 FOOT W OF CENTER OF A 0.5- BY 1-FOOT STEEL MOORING POST. AD7399'THE DISTANCE FROM THE STATION WAS MEASURED IN 1942 AS 32.802 AD7399'METERS (107.62 FEET) AND IN 1956 AS 33.618 METERS OR 110.294 AD7399'FEET WHICH IS SUSPECTED A SLOPE MEASUREMENT. IT WAS NOT MEASURED AD7399'BY THE PRESENT WRITER. AD7399' AD7399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 0.3 AD7399'MILE N OF CENTER OF SMALL TOWN OF LAKE HARBOR, AND ON THE S SHORE OF AD7399'LAKE OKEECHOBEE AT WATER GATE TO MIAMI CANAL. AD7399 AD7399 STATION RECOVERY (1970) AD7399 AD7399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD7399'THE STATION, REFERENCE MARK 1 AND FCE 114 (USE) WERE RECOVERED IN AD7399'GOOD CONDITION. REFERENCE MARK 3 AND THE AZIMUTH MARK WERE NOT AD7399'RECOVERED AND ARE BELIEVED TO HAVE BEEN DESTROYED DURING THE AD7399'RECONSTRUCTION OF THE LEVEE. THE DISTANCE TO REFERENCE MARK 1 AD7399'CHECKED. THE DIRECTION BETWEEN REFERENCE MARK 1 AND FCE 114 AD7399'(USE) CHECKED. A SLOPE MEASUREMENT WAS MADE TO BOTH FCE MARKS AD7399'FROM THE TELESCOPE CENTER AND REDUCED TO HORIZONTAL DISTANCE. AD7399'THE DISTANCE TO FCE 114 WAS FOUND SHORTER BY 0.859 METERS. THE AD7399'1942 MEASUREMENT IS PROBABLY A SLOPE MEASUREMENT. A NEW REFERENCE AD7399'MARK 4 AND AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. DUE AD7399'TO THE LOCATION OF THE STATION REFERENCE MARK 4 WAS OCCUPIED AT AD7399'THIS TIME. A COMPLETE NEW DESCRIPTION FOLLOWS. AD7399' AD7399'STATION IS ABOUT 8 MILES SOUTHEAST OF CLEWISTON, 8 MILES WEST OF AD7399'BELLE GLADE, 6 MILES NORTHWEST OF SOUTH BAY, IN THE ENCLOSED AREA AD7399'AROUND THE LOCKS ON THE MIAMI CANAL AND ON PROPERTY OWNED BY THE AD7399'U.S. ARMY CORP OF ENGINEERS. AD7399' AD7399'TO REACH THE STATION FROM THE POST OFFICE IN LAKE HARBOR, GO NORTH AD7399'ON MIAMI CANAL ROAD FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY AD7399'27. TURN RIGHT AND GO EAST ON HIGHWAY 27 CROSSING A BRIDGE TO THE AD7399'EAST SIDE OF THE CANAL AND THEN TURN LEFT AND GO NORTH CROSSING AD7399'THE WEST BOUND LANE OF HIGHWAY 27 FOR 0.15 MILE TO A FENCED AREA AD7399'AROUND THE LOCKS AND STATION IN THE ENCLOSURE AS DESCRIBED. AD7399' AD7399'STATION MARK, STAMPED HART 1942, IS A STANDARD DISK CEMENTED IN A AD7399'DRILL HOLE IN THE CENTER OF THE ROOF OF THE EAST 1 OF 2 OPERATIONAL AD7399'BUILDINGS FOR THE LOCKS. AD7399' AD7399'REFERENCE MARK 1, STAMPED HART NO 1 1942, IS A STANDARD DISK AD7399'CEMENTED IN A DRILL HOLE IN THE EAST POINT OF THE CONCRETE AD7399'FOUNDATION OF THE LOCKS. IT IS 36.5 FEET SOUTHEAST OF THE AD7399'SOUTHEAST CORNER OF THE EAST 1 OF 2 OPERATIONAL BUILDINGS, 30 FEET AD7399'SOUTHWEST OF THE NORTH 1 OF 2 GATE POSTS AND 22.5 FEET WEST OF AD7399'THE SOUTH GATE POST. AD7399' AD7399'REFERENCE MARK 4, STAMPED HART 1942 NO 4 1970, IS A STANDARD DISK AD7399'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 47 FEET AD7399'SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST 1 OF 2 OPERATIONAL AD7399'BUILDINGS, 32 FEET SOUTHWEST OF THE NORTH 1 OF 2 GATE POSTS, 32 AD7399'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AND 18.5 FEET AD7399'SOUTHWEST OF THE SOUTH 1 OF 2 GATE POSTS. AD7399' AD7399'AZIMUTH MARK, STAMPED HART 1942 1970, IS A STANDARD DISK CEMENTED AD7399'IN A DRILL HOLE IN THE NORTHWEST RETAINING WALL OF A BRIDGE OVER AD7399'THE MIAMI CANAL IN LAKE HARBOR. IT IS 166 FEET EAST OF THE AD7399'SOUTHEAST CORNER OF THE LAKE HARBOR POST OFFICE, 38 FEET SOUTH OF AD7399'POWER POLE NUMBER 539, 20.5 FEET NORTH OF CENTER OF OLD U.S. AD7399'HIGHWAY 27 AND 12 FEET SOUTH OF A 12-INCH PIPE LINE CROSSING THE AD7399'CANAL. AD7399' AD7399'FCE 102, STAMPED FCE 102 1935, IS A U.S. ARMY CORP OF ENGINEERS AD7399'SURVEY DISK CEMENTED IN A DRILL HOLE IN THE WEST CONCRETE WALL OF AD7399'THE CANAL AND SOUTH OF THE LOCKS. IT IS 13.5 FEET SOUTHEAST OF A AD7399'RAIN GAUGE, 2.7 FEET NORTHWEST OF THE CORNER OF THE CONCRETE WALL AD7399'AND 2 FEET WEST OF THE EDGE OF THE WALL. AD7399' AD7399'FCE 114, STAMPED FCE 114 AD 193, IS A U.S. ARMY CORP OF ENGINEERS AD7399'SURVEY DISK CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE WALL OF AD7399'THE CANAL AND NORTH OF THE LOCKS. IT IS 98 FEET NORTH OF THE AD7399'NORTHWEST CORNER OF THE EAST 1 OF 2 OPERATIONAL BUILDINGS FOR THE AD7399'LOCKS AND 1.5 FEET EAST OF THE EAST SIDE OF THE CANAL. AD7399' AD7399'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LAKE HARBOR, GO AD7399'EAST ON OLD HIGHWAY 27 FOR ABOUT 150 FEET TO THE WEST END OF A AD7399'BRIDGE AND MARK ON THE LEFT AS DESCRIBED. AD7399' AD7399'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. AD7399' AD7399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD7399'1/2 MILE NORTH OF LAKE HARBOR. AD7399 AD7399 STATION RECOVERY (1972) AD7399 AD7399'RECOVERY NOTE BY US AIR FORCE 1972 AD7399'STATION, RM1, RM2 (F.C.E. 114) RECOVERED IN GOOD CONDITION. AD7399' AD7399'STATION, IS LOCATED 9 MILES SOUTHEAST OF CLEWISTON AND ABOUT 0.3 AD7399'MILE NORTH OF SMALL TOWN OF LAKE HARBOR ON THE EAST SIDE OF AD7399'HURRICANE GATE 3 AT THE FLOOD CONTROL DAM AND IN TOP CENTER OF THE AD7399'13 BY 13 FOOT CONCRETE CONTROL HOUSE ON EAST SIDE OF CANAL. AD7399' AD7399'TO REACH THE STATION FROM THE CONCRETE BRIDGE OVER THE CANAL ON AD7399'U.S. HWY 27 IN LAKE HARBOR, GO NORTH ON A DIRT ROAD ALONG THE EAST AD7399'SIDE OF THE CANAL FOR 0.15 MILE TO THE CONTROL HOUSE AND STATION AS AD7399'DESCRIBED. AD7399' AD7399'NOTE--CORPS OF ENGINEERS PERSONNEL AT DAM SHOULD BE CONTACTED AD7399'BEFORE PROCEEDING TO STATION. AD7399 AD7399 STATION RECOVERY (1973) AD7399 AD7399'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 AD7399'HART 1942 GOOD, DESCRIPTION ADEQUATE. AD7399 AD7399 STATION RECOVERY (1992) AD7399 AD7399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD7399'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF AD7399'STATE HIGHWAY 880 IN BELLE GLADE, THENCE 0.4 KM (0.25 MI) NORTHERLY AD7399'ALONG A PAVED ROAD TO THE TOP OF THE LAKE OKEECHOBEE LEVEE, THENCE AD7399'8.1 KM (5.05 MI) WESTERLY ALONG A LEVEE ROAD, IN TOP OF AND NEAR THE AD7399'CENTER OF THE CONCRETE ROOF OF A BUILDING AT THE EAST SIDE OF A AD7399'PUMPING STATION AT THE MIAMI CANAL, 13.6 M (44.6 FT) NORTHWEST OF THE AD7399'SOUTHWEST CORNER OF BUILDING NUMBER S 354, 2.7 M (8.9 FT) NORTHWEST AD7399'OF THE SOUTHEAST CORNER OF THE BUILDING, 2.7 M (8.9 FT) NORTHEAST OF AD7399'THE SOUTHEAST CORNER OF THE BUILDING, AND 2.5 M (8.2 FT) ABOVE THE AD7399'GROUND SURFACE. AD7399 AD7399 STATION RECOVERY (1996) AD7399 AD7399'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ) AD7399'RECOVERED AS DESCRIBED. AD7399 AD7399 STATION RECOVERY (2002) AD7399 AD7399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD7399'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6633 *********************************************************************** AD6633 DESIGNATION - HARVEY AD6633 PID - AD6633 AD6633 STATE/COUNTY- FL/PALM BEACH AD6633 USGS QUAD - PALM BEACH (1983) AD6633 AD6633 *CURRENT SURVEY CONTROL AD6633 ___________________________________________________________________ AD6633* NAD 83(1999)- 26 42 43.60677(N) 080 03 06.24757(W) ADJUSTED AD6633* NAVD 88 - 56.9 (meters) 187. (feet) VERTCON AD6633 ___________________________________________________________________ AD6633 X - 984,954.192 (meters) COMP AD6633 Y - -5,615,599.125 (meters) COMP AD6633 Z - 2,849,771.378 (meters) COMP AD6633 LAPLACE CORR- -4.75 (seconds) DEFLEC99 AD6633 ELLIP HEIGHT- 30.27 (meters) (07/06/01) GPS OBS AD6633 GEOID HEIGHT- -26.52 (meters) GEOID99 AD6633 AD6633 HORZ ORDER - FIRST AD6633 ELLP ORDER - FOURTH CLASS II AD6633 AD6633.The horizontal coordinates were established by GPS observations AD6633.and adjusted by the National Geodetic Survey in July 2001. AD6633 AD6633.The NAVD 88 height was computed by applying the VERTCON shift value to AD6633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6633 AD6633.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD6633 AD6633.The Laplace correction was computed from DEFLEC99 derived deflections. AD6633 AD6633.The ellipsoidal height was determined by GPS observations AD6633.and is referenced to NAD 83. AD6633 AD6633.The geoid height was determined by GEOID99. AD6633 AD6633; North East Units Scale Converg. AD6633;SPC FL E - 263,858.684 294,355.421 MT 1.00005105 +0 25 34.6 AD6633;UTM 17 - 2,954,900.638 594,323.227 MT 0.99970984 +0 25 34.6 AD6633 AD6633: Primary Azimuth Mark Grid Az AD6633:SPC FL E - DELRAY NORTH BASE 181 20 55.2 AD6633:UTM 17 - DELRAY NORTH BASE 181 20 55.2 AD6633 AD6633|---------------------------------------------------------------------| AD6633| PID Reference Object Distance Geod. Az | AD6633| dddmmss.s | AD6633| AD6613 WEST PALM BEACH RAD WJNO TOWER APPROX. 1.6 KM 0054139.8 | AD6633| AD6603 BREAKERS HOTEL N CUP FLAGSTAFF APPROX. 1.8 KM 0785139.5 | AD6633| AD6631 HARVEY 1934 ECC 0.610 METERS 10547 | AD6633| AD6595 WEST PALM BEACH 1ST BAP CH SP APPROX. 0.9 KM 1741002.6 | AD6633| CW8964 HARVEY RM 1 19.042 METERS 17456 | AD6633| AD2738 DELRAY NORTH BASE APPROX.18.8 KM 1814629.8 | AD6633| AD6594 WEST PALM BEACH MEM PRESB SP APPROX. 1.1 KM 1815239.5 | AD6633| AD6572 WEST PALM BEACH SOUTHRIDGE TK APPROX. 4.0 KM 1921454.3 | AD6633| AD6569 WEST PALM BEACH STANDPIPE APPROX. 4.5 KM 1941342.7 | AD6633| CW8965 HARVEY RM 2 20.970 METERS 20712 | AD6633| AD6596 WEST PALM BEACH PWR AND LT MST APPROX. 1.4 KM 2335406.4 | AD6633| AD6587 WEST PALM BEACH INTL APT E TK APPROX. 4.3 KM 2363806.0 | AD6633| AD6586 PALM BEACH INTL APT TANK BCN APPROX. 4.9 KM 2395702.9 | AD6633| AD6589 WEST PALM BEACH SILVER TANK APPROX. 4.2 KM 2435600.4 | AD6633| AD6620 WEST PALM BEACH ST JOHN CH SP APPROX. 5.1 KM 3261158.0 | AD6633| AD6614 WEST PALM BEACH DUNBAR VIL TK APPROX. 2.1 KM 3334906.4 | AD6633| AD6618 WEST PALM BEACH GRACE EPIS SP APPROX. 4.1 KM 3344352.4 | AD6633| AD6465 WEST PALM BEACH MANGONIA TANK APPROX. 6.0 KM 3385010.6 | AD6633| AD6460 WEST PALM BEACH CABLE TV TOWER APPROX. 5.3 KM 3413013.0 | AD6633| AD6619 WEST PALM BEACH NORTHWOOD SP APPROX. 4.0 KM 3532418.6 | AD6633| AD6466 RIVIERA BEACH OCEANOGRAPHY TWR APPROX. 5.9 KM 3562144.5 | AD6633| AD6612 WEST PALM BEACH SAMARITAN STK APPROX. 1.5 KM 3562947.5 | AD6633|---------------------------------------------------------------------| AD6633 AD6633 SUPERSEDED SURVEY CONTROL AD6633 AD6633 NAD 83(1990)- 26 42 43.60558(N) 080 03 06.24593(W) AD( ) 1 AD6633 ELLIP HT - 30.29 (m) (08/13/93) GP( ) 4 1 AD6633 NAD 83(1990)- 26 42 43.60536(N) 080 03 06.24676(W) AD( ) 1 AD6633 ELLIP HT - 30.31 (m) (03/31/93) GP( ) 4 1 AD6633 NAD 83(1990)- 26 42 43.60630(N) 080 03 06.24350(W) AD( ) 1 AD6633 NAD 83(1986)- 26 42 43.61080(N) 080 03 06.25223(W) AD( ) 1 AD6633 NAD 27 - 26 42 42.37742(N) 080 03 07.10488(W) AD( ) 1 AD6633 NGVD 29 - 57.4 (m) 188. (f) GPS OBS AD6633 AD6633.Superseded values are not recommended for survey control. AD6633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6633.See file dsdata.txt to determine how the superseded data were derived. AD6633 AD6633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9432354901(NAD 83) AD6633_MARKER: DS = TRIANGULATION STATION DISK AD6633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6633_STAMPING: HARVEY 1934 AD6633_MARK LOGO: CGS AD6633_MAGNETIC: O = OTHER; SEE DESCRIPTION AD6633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6633+STABILITY: SURFACE MOTION AD6633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6633+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD6633 AD6633 HISTORY - Date Condition Report By AD6633 HISTORY - 1934 MONUMENTED CGS AD6633 HISTORY - 1934 GOOD CGS AD6633 HISTORY - 1944 GOOD CGS AD6633 HISTORY - 1966 GOOD CGS AD6633 HISTORY - 1970 GOOD NGS AD6633 HISTORY - 1973 GOOD NGS AD6633 HISTORY - 19920730 GOOD FL-099 AD6633 HISTORY - 20020401 GOOD USPSQD AD6633 HISTORY - 20030409 GOOD USPSQD AD6633 AD6633 STATION DESCRIPTION AD6633 AD6633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AD6633'THIS FIRST-ORDER STATION IS ON THE ROOF OF THE HARVEY OFFICE AD6633'BUILDING, THE HIGHEST BUILDING IN WEST PALM BEACH, AND IS SET AD6633'ON THE TOP OF THE PENTHOUSE 2.415 METERS S OF THE N AD6633'EDGE. 2.470 METERS N OF THE S EDGE. 6.530 METERS W OF THE E AD6633'EDGE. 6.570 METERS E OF THE W EDGE OF THE PENTHOUSE AD6633'ROOF. THE ROOFING IS HOLLOW TILE COVERED WITH ROOFING TAR AD6633'AND GRAVEL. AD6633' AD6633'MEASUREMENTS TO THE REFERENCE MARKS WERE MADE FROM THE TOP AD6633'OF THE STAND WHICH IS 3.8 FEET HIGH ABOVE THE ROOF. THE AD6633'VERTICAL DISTANCE FROM THE EDGE OF THE PENTHOUSE TO THE COPING AD6633'IN WHICH THE MARKS ARE SET IS 17.2 FEET. THE STATION MARK AD6633'PROJECTS 8 INCHES ABOVE THE ROOF. TOTAL DISTANCE FROM TOP OF AD6633'STAND TO THE LEVEL OF THE MARKS IS 20.34 FEET. AD6633' AD6633'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE. AD6633' AD6633'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES AD6633'IN BOULDERS. AD6633' AD6633'REFERENCE MARK NO. 1 IS 20.116 METERS S OF THE STATION (SLOPE AD6633'DISTANCE) SET IN THE TOP OF THE COPING IN THE SE CORNER OF THE AD6633'BUILDING. MARK IS FLUSH WITH THE SURFACE OF THE COPING. AD6633' AD6633'REFERENCE MARK NO. 2 IS 21.950 METERS SSW OF THE STATION SET AD6633'IN THE TOP OF THE COPING, 6 FEET E OF THE SW CORNER OF THE AD6633'BUILDING. MARK IS FLUSH WITH THE SURFACE OF THE COPING. AD6633' AD6633'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AD6633 AD6633 STATION RECOVERY (1934) AD6633 AD6633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 AD6633'RECOVERED IN GOOD CONDITION. AD6633 AD6633 STATION RECOVERY (1944) AD6633 AD6633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) AD6633'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE EXCEPT FOR THE AD6633'FOLLOWING DISCREPANCIES-- AD6633' AD6633'THE STATION MARK PROJECTS 7 INCHES, NOT 8 INCHES, ABOVE THE AD6633'ROOF. AD6633' AD6633'REFERENCE MARKS ARE BRONZE DISKS WEDGED IN DRILL HOLES IN TOP AD6633'OF CONCRETE COPING INSTEAD OF BOULDERS. AD6633 AD6633 STATION RECOVERY (1966) AD6633 AD6633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GMW) AD6633'STATION AND REFERENCE MARKS NO. 1 AND 2 RECOVERED IN GOOD AD6633'CONDITION AS DESCRIBED IN THE ORIGINAL DESCRIPTION WITH THE AD6633'CHANGES NOTED BY R.L.S., IN 1944. MICROWAVE DISHES AND A RADIO AD6633'TOWER NOW PARTIALLY OBSCURE VISIBILITY FROM THE STATION IN THE AD6633'EASTERLY QUADRANTS. AD6633' AD6633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD6633'DOWNTOWN WEST PALM BEACH. AD6633 AD6633 STATION RECOVERY (1970) AD6633 AD6633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6633'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS AD6633'DESCRIBED. THE DIRECTION BETWEEN THE REFERENCE MARKS AD6633'CHECKED. A SLOPE MEASUREMENT WAS MADE TO THE REFERENCE MARKS AD6633'FROM THE TELESCOPE CENTER AND REDUCED TO HORIZONTAL AD6633'DISTANCE. THE 1934 MEASUREMENTS ARE SLOPE DISTANCES. AD6633' AD6633'THE STATION IS LOCATED ON THE PENTHOUSE ROOF OF THE HARVEY AD6633'OFFICE BUILDING (HIGHEST BUILDING) IN WEST PALM BEACH AT THE AD6633'INTERSECTION OF OLIVE STREET (U.S. HIGHWAY 1) AND PATURA STREET. AD6633' AD6633'ALL MARKS ARE STANDARD DISKS. AD6633' AD6633'STATION MARK, STAMPED HARVEY 1934 IS SET IN A 12 BY 12 INCH AD6633'CONCRETE BLOCK THAT IS CEMENTED TO THE ROOF AND PROJECTS 6 AD6633'INCHES. IT IS 23.3 FEET NORTHEAST OF THE SOUTHWEST CORNER OF AD6633'THE PENTHOUSE, 23.1 FEET SOUTHEAST OF THE NORTHWEST CORNER, AD6633'9.4 FEET NORTHWEST OF THE SOUTHWEST LEG OF A STEEL TOWER AND AD6633'9.4 FEET SOUTHWEST OF THE NORTHWEST LEG. AD6633' AD6633'REFERENCE MARK 1, STAMPED HARVEY NO 1 1934 IS CEMENTED IN A AD6633'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE WALL AROUND AD6633'THE EDGE OF THE ROOF OF THE BUILDING. IT IS ABOUT 17 FEET AD6633'LOWER IN ELEVATION THAN THE STATION AND IS 0.9 FEET NORTHWEST AD6633'OF THE SOUTHEAST CORNER OF THE BUILDING. AD6633' AD6633'REFERENCE MARK 2, STAMPED HARVEY NO 2 1934 IS CEMENTED IN A AD6633'DRILL HOLE IN THE SOUTHWEST CORNER OF THE WALL. IT IS ABOUT AD6633'17 FEET LOWER IN ELEVATION THAN THE STATION AND IS 5.5 FEET AD6633'EAST OF THE SOUTHWEST CORNER OF THE BUILDING. AD6633' AD6633'NOTE--PERMISSION MUST BE OBTAINED FROM THE BUILDING MANAGER AD6633'BEFORE GOING UP TO THE STATION. AD6633' AD6633'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. AD6633' AD6633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD6633'DOWNTOWN WEST PALM BEACH. AD6633 AD6633 STATION RECOVERY (1973) AD6633 AD6633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6633'STATION, RMS 1 AND 2 WERE RECOVERED AS DESCRIBED IN GOOD AD6633'CONDITION. AD6633 AD6633 STATION RECOVERY (1992) AD6633 AD6633'RECOVERY NOTE BY PALM BEACH COUNTY FLORIDA 1992 AD6633'RECOVERED IN GOOD CONDITION. AD6633 AD6633 STATION RECOVERY (2002) AD6633 AD6633'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6633'THE HARVEY BLDG IS NO LONGER THE TALLEST BLDG IN WEST PALM BEACH. AD6633'DATURA STREET IS SPELLED WITH A D NOT A P. RM I AND RM 2 GOOD AD6633 AD6633 STATION RECOVERY (2003) AD6633 AD6633'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6633'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6629 *********************************************************************** AD6629 DESIGNATION - HARVEY S 1 AD6629 PID - AD6629 AD6629 STATE/COUNTY- FL/PALM BEACH AD6629 USGS QUAD - PALM BEACH (1983) AD6629 AD6629 *CURRENT SURVEY CONTROL AD6629 ___________________________________________________________________ AD6629* NAD 83(1990)- 26 41 39.88669(N) 080 05 12.07041(W) ADJUSTED AD6629* NAVD 88 - 4.3 (meters) 14. (feet) VERTCON AD6629 ___________________________________________________________________ AD6629 LAPLACE CORR- -4.04 (seconds) DEFLEC99 AD6629 GEOID HEIGHT- -26.32 (meters) GEOID99 AD6629 AD6629 HORZ ORDER - SECOND AD6629 AD6629.The horizontal coordinates were established by classical geodetic methods AD6629.and adjusted by the National Geodetic Survey in May 1991. AD6629 AD6629.The NAVD 88 height was computed by applying the VERTCON shift value to AD6629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6629 AD6629.The Laplace correction was computed from DEFLEC99 derived deflections. AD6629 AD6629.The geoid height was determined by GEOID99. AD6629 AD6629; North East Units Scale Converg. AD6629;SPC FL E - 261,872.108 290,891.572 MT 1.00004313 +0 24 37.1 AD6629;UTM 17 - 2,952,914.740 590,860.561 MT 0.99970192 +0 24 37.1 AD6629 AD6629: Primary Azimuth Mark Grid Az AD6629:SPC FL E - HARVEY S 1 AZ MK 1 182 27 15.2 AD6629:UTM 17 - HARVEY S 1 AZ MK 1 182 27 15.2 AD6629 AD6629|---------------------------------------------------------------------| AD6629| PID Reference Object Distance Geod. Az | AD6629| dddmmss.s | AD6629| AD6630 HARVEY S 1 PBCSD A PT 4.857 METERS 01642 | AD6629| CW8966 HARVEY S 1 AZ MK 1 1825152.3 | AD6629| CW8967 HARVEY S 1 AZ MK 2 3594324.5 | AD6629|---------------------------------------------------------------------| AD6629 AD6629 SUPERSEDED SURVEY CONTROL AD6629 AD6629 NAD 83(1986)- 26 41 39.89109(N) 080 05 12.07905(W) AD( ) 2 AD6629 NAD 27 - 26 41 38.65507(N) 080 05 12.92812(W) AD( ) 2 AD6629 NGVD 29 - 4.8 (m) 16. (f) VERT ANG AD6629 AD6629.Superseded values are not recommended for survey control. AD6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6629.See file dsdata.txt to determine how the superseded data were derived. AD6629 AD6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9086152915(NAD 83) AD6629_MARKER: DD = SURVEY DISK AD6629_SETTING: 0 = UNSPECIFIED SETTING AD6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6629+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003 AD6629 AD6629 HISTORY - Date Condition Report By AD6629 HISTORY - 1970 MONUMENTED FL-099 AD6629 HISTORY - 20011110 GOOD USPSQD AD6629 HISTORY - 20030408 GOOD USPSQD AD6629 AD6629 STATION DESCRIPTION AD6629 AD6629'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6629'THE SATELLITE STATION IS LOCATED 2-1/2 MILES SOUTHWEST OF AD6629'DOWNTOWN WEST PALM BEACH, ABOUT 3/4 MILE SOUTH OF S. R. 704 AD6629'(OKEECHOBEE BOULEVARD), ABOUT 1-1/4 MILES NORTH OF S. R. 80 AD6629'(SOUTHERN BOULEVARD), AND 1-1/2 MILES EAST OF S. R. 809 AD6629'(MILITARY TRAIL). AD6629' AD6629'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF U.S. 1 AD6629'AND S.R. 80, GO EAST ON S.R. 80 FOR 1.2 MILES TO NORTH-SOUTH AD6629'ACCESS ROAD. TURN RIGHT AND PROCEED NORTH ON NORTH-SOUTH AD6629'ACCESS ROAD FOR 1.05 MILE TO BELVEDERE ROAD. TURN LEFT AND AD6629'GO .75 MILE WEST ON BELVEDERE ROAD TO CONGRESS AVENUE. TURN AD6629'RIGHT AND GO .225 MILE NORTH ON CONGRESS AVENUE TO STATION SITE AD6629'ON THE RIGHT. AD6629' AD6629'ALL POINTS USED ARE CONVERTED CORPS OF ENGINEERS, PALM BEACH AD6629'COUNTY, BRASS DISKS. AD6629' AD6629'SATELLITE, STAMPED HARVEY S-1, 1970, IS SET IN THE CENTER OF AD6629'A CONCRETE SIDEWALK ON EAST SIDE OF CONGRESS AVENUE. POINT IS AD6629'OPPOSITE PARKING LOT TO DOG RACING TRACK. POINT IS 87.15 FEET AD6629'SOUTH, SOUTHEAST OF THE SOUTHEAST CORNER OF A CATCH BASIN, 76.9 AD6629'FEET SOUTHEAST OF A CONCRETE LIGHT POLE IN MEDIAN STRIP. AD6629' AD6629'AZ. MK 1, STAMPED HARVEY S-1, A-1, 1970, IS SET IN EAST EDGE AD6629'OF CONCRETE SIDEWALK ON EAST SIDE OF CONGRESS AVENUE .2 MILE AD6629'SOUTH OF SATELLITE ALONG CONGRESS AVENUE. POINT IS 34.0 FEET AD6629'NORTH OF CENTERLINE OF PHILO STREET, 21.3 FEET NORTH NORTHEAST AD6629'OF A POWER POLE AND 47.6 FEET EAST SOUTHEAST OF SOUTH END OF AD6629'CONCRETE MEDIAN IN CONGRESS AVENUE. AD6629' AD6629'AZ. MK 2, STAMPED HARVEY S-1, A-2, 1970, IS SET IN THE AD6629'SOUTHEAST END OF CONCRETE BRIDGE .3 MILE NORTH OF SATELLITE AD6629'ALONG CONGRESS AVENUE. AD6629' AD6629'NOTE--SATELLITE HARVEY S-1 IS TIED TO TRIANGULATION STATION AD6629'HARVEY. AD6629 AD6629 STATION RECOVERY (2001) AD6629 AD6629'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD6629'RECOVERED IN GOOD CONDITION. AD6629 AD6629 STATION RECOVERY (2003) AD6629 AD6629'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6629'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD7905 *********************************************************************** AD7905 CBN - This is a Cooperative Base Network Control Station. AD7905 PACS - This is a Primary Airport Control Station. AD7905 DESIGNATION - HOKEPORT AD7905 PID - AD7905 AD7905 STATE/COUNTY- FL/PALM BEACH AD7905 USGS QUAD - PAHOKEE (1970) AD7905 AD7905 *CURRENT SURVEY CONTROL AD7905 ___________________________________________________________________ AD7905* NAD 83(1999)- 26 47 31.49543(N) 080 41 40.44667(W) ADJUSTED AD7905* NAVD 88 - 4.318 (meters) 14.17 (feet) ADJUSTED AD7905 ___________________________________________________________________ AD7905 X - 921,236.693 (meters) COMP AD7905 Y - -5,622,315.135 (meters) COMP AD7905 Z - 2,857,660.456 (meters) COMP AD7905 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AD7905 ELLIP HEIGHT- -20.96 (meters) (04/12/01) GPS OBS AD7905 GEOID HEIGHT- -25.25 (meters) GEOID99 AD7905 DYNAMIC HT - 4.311 (meters) 14.14 (feet) COMP AD7905 MODELED GRAV- 979,114.9 (mgal) NAVD 88 AD7905 AD7905 HORZ ORDER - A AD7905 VERT ORDER - FIRST CLASS II AD7905 ELLP ORDER - FOURTH CLASS I AD7905 AD7905.This mark is at Palm Beach Co Glades Airport (PHK) AD7905 AD7905.The horizontal coordinates were established by GPS observations AD7905.and adjusted by the National Geodetic Survey in April 2001. AD7905 AD7905.The orthometric height was determined by differential leveling AD7905.and adjusted by the National Geodetic Survey in July 2002. AD7905.No vertical observational check was made to the station. AD7905 AD7905.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD7905 AD7905.The Laplace correction was computed from DEFLEC99 derived deflections. AD7905 AD7905.The ellipsoidal height was determined by GPS observations AD7905.and is referenced to NAD 83. AD7905 AD7905.The geoid height was determined by GEOID99. AD7905 AD7905.The dynamic height is computed by dividing the NAVD 88 AD7905.geopotential number by the normal gravity value computed on the AD7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7905.degrees latitude (g = 980.6199 gals.). AD7905 AD7905.The modeled gravity was interpolated from observed gravity values. AD7905 AD7905; North East Units Scale Converg. AD7905;SPC FL E - 272,404.194 230,369.423 MT 0.99995256 +0 08 15.6 AD7905;UTM 17 - 2,963,443.232 530,359.061 MT 0.99961138 +0 08 15.6 AD7905 AD7905: Primary Azimuth Mark Grid Az AD7905:SPC FL E - HOKEPORT AZ MK 173 37 51.1 AD7905:UTM 17 - HOKEPORT AZ MK 173 37 51.1 AD7905 AD7905|---------------------------------------------------------------------| AD7905| PID Reference Object Distance Geod. Az | AD7905| dddmmss.s | AD7905| AD7931 HOKEPORT AZ MK APPROX. 1.4 KM 1734606.7 | AD7905|---------------------------------------------------------------------| AD7905 AD7905 SUPERSEDED SURVEY CONTROL AD7905 AD7905 NAD 83(1990)- 26 47 31.49423(N) 080 41 40.44622(W) AD( ) B AD7905 ELLIP HT - -20.89 (m) (09/13/90) GP( ) 4 1 AD7905 NGVD 29 - 4.8 (m) 16. (f) GPS OBS AD7905 AD7905.Superseded values are not recommended for survey control. AD7905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7905.See file dsdata.txt to determine how the superseded data were derived. AD7905 AD7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3035963443(NAD 83) AD7905_MARKER: F = FLANGE-ENCASED ROD AD7905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AD7905_STAMPING: HOKEPORT 1989 AD7905_MARK LOGO: NGS AD7905_PROJECTION: FLUSH AD7905_MAGNETIC: N = NO MAGNETIC MATERIAL AD7905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7905+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003 AD7905_ROD/PIPE-DEPTH: 4.7 meters AD7905_SLEEVE-DEPTH : 0.9 meters AD7905 AD7905 HISTORY - Date Condition Report By AD7905 HISTORY - 1989 MONUMENTED NGS AD7905 HISTORY - 19920602 GOOD ADRGS AD7905 HISTORY - 19960206 GOOD NGS AD7905 HISTORY - 19960603 GOOD NGS AD7905 HISTORY - 19990405 GOOD NICKMI AD7905 HISTORY - 20000318 MARK NOT FOUND FLDEP AD7905 HISTORY - 20011116 GOOD FLDEP AD7905 HISTORY - 20020220 GOOD MAPTEC AD7905 HISTORY - 20020226 GOOD MAPTEC AD7905 HISTORY - 20030211 GOOD FLDEP AD7905 AD7905 STATION DESCRIPTION AD7905 AD7905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AD7905'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTH-SOUTHWEST OF AD7905'PAHOKEE, AT THE NORTH END OF RUNWAY 17-35 AT THE PAHOKEE/PALM BEACH AD7905'CO. GLADES AIRPORT. OWNERSHIP--PALM BEACH COUNTY, DRAWER Y, PAHOKEE AD7905'FL 33476. AIRPORT MANAGER IS BRUCE PELLY, PHONE IS 407-471-7400, AND AD7905'ON SITE CONTACT IS HERBERT SCHALL, PHONE IS 407-793-1686, 924-5696 AD7905'(AIRPORT). NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT. AD7905'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 715 SOUTH AND AD7905'U.S.HIGHWAY 441 AT THE CENTER OF POHOKEE, GO SOUTHERLY ALONG SR 715 AD7905'FOR 5.2 KM (3.25 MI) TO THE AIRPORT ACCESS ROAD ON THE RIGHT, THEN GO AD7905'RIGHT, WEST ALONG ACCESS ROAD FOR ABOUT 0.16 KM (0.10 MI) TO THE AD7905'AIRPORT OFFICE, THEN GO TO THE EAST SIDE OF OFFICE, THRU A GATE AND AD7905'THEN ABOUT 0.24 KM (0.15 MI) WESTERLY ALONG PAVED APRON AND TAXI TO AD7905'THE JUNCTION OF RUNWAY 17-35, THEN GO RIGHT, NORTH ALONG THE EAST SIDE AD7905'OF THE RUNWAY FOR ABOUT 0.96 KM (0.60 MI) TO THE END OF THE RUNWAY AND AD7905'THE STATION ON THE WEST SIDE OF RUNWAY 35-17. CAN ALSO BE REACHED FROM AD7905'JUNCTION OF SR 80 AND SR 715 IN BELLE GLADE, BY GOING NORTH ALONG SR AD7905'715 FOR 13.6 KM (8.45 MI) TO AIRPORT ACCESS ROAD ON THE LEFT. AD7905'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 17.5 M (57.4 FT) AD7905'WEST OF THE WEST EDGE OF THE RUNWAY, 25 M (82.0 FT) SOUTHWEST OF THE AD7905'NORTHWEST CORNER OF THE RUNWAY PAVEMENT. AD7905'DESCRIBED BY G.F. SMITH. AD7905 AD7905 STATION RECOVERY (1992) AD7905 AD7905'RECOVERY NOTE BY ADR GEODETIC SERVICES 1992 AD7905'RECOVERED IN GOOD CONDITION. AD7905 AD7905 STATION RECOVERY (1996) AD7905 AD7905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS) AD7905'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF BELLE GLADE, 3.2 AD7905'MI (5.1 KM) SOUTH-SOUTHWEST OF PAHOKEE, AT THE PALM BEACH COUNTY AD7905'GLADES AIRPORT AND NEAR THE APPROACH END OF RUNWAY 17. OWNERSHIP -- AD7905'PALM BEACH COUNTY, DRAWER Y, PAHOKEE, FL 33476. JIM BUSBY - AIRPORT AD7905'MANAGER, PHONE (407) 924-5696. TO REACH THE STATION FROM THE JUNCTION AD7905'OF U.S. HIGHWAY 441 AND STATE HIGHWAY 715 IN PAHOKEE, GO SOUTHERLY ON AD7905'STATE HIGHWAY 715 FOR 3.35 MI (5.39 KM) TO A PAVED ROAD RIGHT, TURN AD7905'RIGHT AND GO WEST ON THE AIRPORT ACCESS ROAD FOR 0.1 MI (0.2 KM) TO A AD7905'GATE AHEAD AND THE AIRPORT OFFICE ON THE RIGHT, PASS THROUGH GATE, AD7905'CONTINUE AHEAD AND GO WEST ACROSS THE APRON, THEN ON A CONNECTOR AD7905'TAXIWAY FOR 0.15 MI (0.24 KM) TO RUNWAY 17/35, TURN RIGHT AND GO NORTH AD7905'ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT JUST AD7905'BEFORE REACHING THE NORTH END OF THE DISPLACED THRESHOLD PAVEMENT. AD7905'THE STATION IS 107.0 FT (32.6 M) WEST OF THE DISPLACED RUNWAY CENTER, AD7905'82.0 FT (25.0 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE PAVEMENT AND AD7905'2.0 FT (0.6 M) EAST OF A WITNESS POST. THIS IS THE PRIMARY AIRPORT AD7905'CONTROL STATION. DRL. AD7905 AD7905 STATION RECOVERY (1996) AD7905 AD7905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN) AD7905'RECOVERED AS DESCRIBED. AD7905 AD7905 STATION RECOVERY (1999) AD7905 AD7905'RECOVERY NOTE BY NICK MILLER INCORPORATED 1999 AD7905'RECOVERED AS DESCRIBED. AD7905 AD7905 STATION RECOVERY (2000) AD7905 AD7905'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM) AD7905'MARK NOT FOUND. AD7905 AD7905 STATION RECOVERY (2001) AD7905 AD7905'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM) AD7905'THE MARK IS ABOUT 9.6 MI NORTH OF SOUTH BAY, 8.8 MI SOUTHWEST OF CANAL AD7905'POINT, 7.8 MI NORTH AD7905'OF BELLE GLADE, IN SECTION 26, TOWNSHIP 42 SOUTH, RANGE 36 EAST. AD7905' AD7905'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROAD AD7905'715 IN PAHOKEE, AD7905'GO SOUTHERLY ON STATE ROAD 715 FOR 3.35 MI TO A PAVED AIRPORT ACCESS AD7905'ROAD ON THE RIGHT, AD7905'TURN RIGHT ON THE AIRPORT ACCESS ROAD AND GO WEST FOR 0.1 MI TO A GATE AD7905'AND THE AIRPORT AD7905'OFFICE ON THE RIGHT, PASSING THROUGH THE GATE CONTINUE WEST ACROSS THE AD7905'APRON, THEN ON AD7905'A CONNECTOR TAXIWAY FOR 0.15 MI TO RUNWAY 17-35, TURN RIGHT AND GO AD7905'NORTH ON THE AD7905'RUNWAY FOR 0.15 MI TO THE END OF THE RUNWAY, CONTINUE NORTH FOR 0.05 AD7905'MI TO THE MARK ON AD7905'THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO AD7905'CAP FLUSH WITH AD7905'THE GROUND, THE DATUM POINT RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS AD7905'LOGO CAP (NO LID AD7905'ON LOGO CAP). AD7905' AD7905'LOCATED 481.0 FT NORTH-NORTHWEST OF THE NORTHWEST END OF THE RUNWAY, AD7905'394.0 FT SOUTH AD7905'OF A NORTH 6-FOOT TALL CHAINLINK FENCE AROUND THE AIRPORT, 335.0 FT AD7905'EAST OF THE EAST SIDE AD7905'OF A DITCH ON THE EAST SIDE OF THE LEVEE AND 1.8 FT EAST OF A AD7905'CARSONITE WITNESS POST. AD7905' AD7905'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. AD7905' AD7905'NOTE PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT. AD7905' AD7905' AD7905' AD7905' AD7905 AD7905 STATION RECOVERY (2002) AD7905 AD7905'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT) AD7905'RECOVERED AS DESCRIBED AD7905' AD7905' AD7905' AD7905' AD7905 AD7905 STATION RECOVERY (2002) AD7905 AD7905'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RTL) AD7905'FOUND AS DESCRIBED AD7905' AD7905 AD7905 STATION RECOVERY (2003) AD7905 AD7905'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (SS) AD7905'RECOVERED IN GOOD CONDITION. AD7905' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8403 *********************************************************************** AD8403 DESIGNATION - INDIAN PINES AD8403 PID - AD8403 AD8403 STATE/COUNTY- FL/PALM BEACH AD8403 USGS QUAD - GREENACRES CITY (1983) AD8403 AD8403 *CURRENT SURVEY CONTROL AD8403 ___________________________________________________________________ AD8403* NAD 83(1999)- 26 35 21.32382(N) 080 08 22.36930(W) ADJUSTED AD8403* NAVD 88 - 5.61 (+/-2cm) 18.4 (feet) VERTCON AD8403 ___________________________________________________________________ AD8403 X - 977,384.430 (meters) COMP AD8403 Y - -5,623,073.113 (meters) COMP AD8403 Z - 2,837,582.632 (meters) COMP AD8403 LAPLACE CORR- -3.34 (seconds) DEFLEC99 AD8403 ELLIP HEIGHT- -20.31 (meters) (07/06/01) GPS OBS AD8403 GEOID HEIGHT- -25.92 (meters) GEOID99 AD8403 AD8403 HORZ ORDER - FIRST AD8403 VERT ORDER - THIRD ? (See Below) AD8403 ELLP ORDER - FOURTH CLASS II AD8403 AD8403.The horizontal coordinates were established by GPS observations AD8403.and adjusted by the National Geodetic Survey in July 2001. AD8403 AD8403.The NAVD 88 height was computed by applying the VERTCON shift value to AD8403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8403.The vertical order pertains to the superseded datum. AD8403 AD8403.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8403 AD8403.The Laplace correction was computed from DEFLEC99 derived deflections. AD8403 AD8403.The ellipsoidal height was determined by GPS observations AD8403.and is referenced to NAD 83. AD8403 AD8403.The geoid height was determined by GEOID99. AD8403 AD8403; North East Units Scale Converg. AD8403;SPC FL E - 250,184.313 285,709.169 MT 1.00003184 +0 23 06.6 AD8403;UTM 17 - 2,941,230.933 585,679.925 MT 0.99969063 +0 23 06.6 AD8403 AD8403 SUPERSEDED SURVEY CONTROL AD8403 AD8403 NAD 83(1990)- 26 35 21.32275(N) 080 08 22.36820(W) AD( ) 1 AD8403 ELLIP HT - -20.30 (m) (08/13/93) GP( ) 4 1 AD8403 NAD 83(1990)- 26 35 21.32265(N) 080 08 22.36839(W) AD( ) 1 AD8403 ELLIP HT - -20.30 (m) (03/31/93) GP( ) 4 1 AD8403 NGVD 29 - 6.07 (m) 19.9 (f) LEVELING 3 AD8403 AD8403.Superseded values are not recommended for survey control. AD8403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8403.See file dsdata.txt to determine how the superseded data were derived. AD8403 AD8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8568041231(NAD 83) AD8403_MARKER: DD = SURVEY DISK AD8403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8403_STAMPING: INDIAN PINES AD8403_MARK LOGO: FL-099 AD8403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8403+STABILITY: SURFACE MOTION AD8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8403+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8403 AD8403 HISTORY - Date Condition Report By AD8403 HISTORY - UNK MONUMENTED FL-099 AD8403 HISTORY - 19910810 GOOD ADRGS AD8403 HISTORY - 20020205 GOOD USPSQD AD8403 HISTORY - 20030402 GOOD USPSQD AD8403 AD8403 STATION DESCRIPTION AD8403 AD8403'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8403'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8403'441) AND LANTANA ROAD (STATE ROUTE 812), GO EAST ON LANTANA ROAD FOR AD8403'3.7 MI (5.95 KM) TO JOG ROAD. CONTINUE EAST ON LANTANA ROAD FOR 0.5 AD8403'MI (0.80 KM) TO THE STATION ON THE SOUTH EDGE OF THE SIDEWALK ON THE AD8403'SOUTH SIDE OF LANTANA ROAD. AD8403'THE STATION IS EAST 46.27 FT (14.10 M) FROM THE CENTER OF AN 8 INCH AD8403'TREE, WEST 45.55 FT (13.88 M) FROM THE CENTER OF A 14 INCH FLORIDA AD8403'OAK, AND SOUTH 0.40 FT (0.12 M) FROM A CROSS CUT IN THE SOUTH EDGE OF AD8403'THE SIDEWALK. THE STATION IS 3.5 FT (1.07 M) NORTH OF A PALM BEACH AD8403'COUNTY SURVEY WITNESS SIGN AND POST. AD8403 AD8403 STATION RECOVERY (2002) AD8403 AD8403'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8403'RECOVERED IN GOOD CONDITION. AD8403 AD8403 STATION RECOVERY (2003) AD8403 AD8403'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8403'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2822 *********************************************************************** AD2822 TIDAL BM - This is a Tidal Bench Mark. AD2822 DESIGNATION - IWP 99 AD2822 PID - AD2822 AD2822 STATE/COUNTY- FL/PALM BEACH AD2822 USGS QUAD - PALM BEACH (1983) AD2822 AD2822 *CURRENT SURVEY CONTROL AD2822 ___________________________________________________________________ AD2822* NAD 83(1986)- 26 42 20. (N) 080 02 40. (W) SCALED AD2822* NAVD 88 - 4.545 (meters) 14.91 (feet) ADJUSTED AD2822 ___________________________________________________________________ AD2822 GEOID HEIGHT- -26.53 (meters) GEOID99 AD2822 DYNAMIC HT - 4.538 (meters) 14.89 (feet) COMP AD2822 MODELED GRAV- 979,118.4 (mgal) NAVD 88 AD2822 AD2822 VERT ORDER - FIRST CLASS II AD2822 AD2822.The horizontal coordinates were scaled from a topographic map and have AD2822.an estimated accuracy of +/- 6 seconds. AD2822 AD2822.The orthometric height was determined by differential leveling AD2822.and adjusted by the National Geodetic Survey in June 1991. AD2822 AD2822.This Tidal Bench Mark is designated as VM 5601 AD2822.by the Center for Operational Oceanographic Products and Services. AD2822 AD2822.The geoid height was determined by GEOID99. AD2822 AD2822.The dynamic height is computed by dividing the NAVD 88 AD2822.geopotential number by the normal gravity value computed on the AD2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2822.degrees latitude (g = 980.6199 gals.). AD2822 AD2822.The modeled gravity was interpolated from observed gravity values. AD2822 AD2822; North East Units Estimated Accuracy AD2822;SPC FL E - 263,140. 295,090. MT (+/- 180 meters Scaled) AD2822 AD2822 SUPERSEDED SURVEY CONTROL AD2822 AD2822 NGVD 29 - 5.009 (m) 16.43 (f) ADJUSTED 1 2 AD2822 AD2822.Superseded values are not recommended for survey control. AD2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2822.See file dsdata.txt to determine how the superseded data were derived. AD2822 AD2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950541(NAD 83) AD2822_MARKER: DD = SURVEY DISK AD2822_SETTING: 31 = SIDEWALK AD2822_STAMPING: IWP 99 1961 JACKSONVILLE AD2822_MARK LOGO: USE AD2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2822+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991 AD2822 AD2822 HISTORY - Date Condition Report By AD2822 HISTORY - 1961 MONUMENTED DOD AD2822 HISTORY - 1965 GOOD NGS AD2822 HISTORY - 1973 GOOD NGS AD2822 HISTORY - 1980 GOOD FLDNR AD2822 HISTORY - 1980 GOOD FLDNR AD2822 HISTORY - 1988 GOOD USPSQD AD2822 HISTORY - 1989 GOOD USPSQD AD2822 HISTORY - 1990 GOOD USPSQD AD2822 HISTORY - 19910116 GOOD NGS AD2822 HISTORY - 20020219 MARK NOT FOUND USPSQD AD2822 HISTORY - 20030411 MARK NOT FOUND USPSQD AD2822 AD2822 STATION DESCRIPTION AD2822 AD2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD2822'AT PALM BEACH. AD2822'AT PALM BEACH, IN SECTION 22, R 43 E, T 43 S, ABOUT 0.65 MILE AD2822'WEST ALONG ROYAL PALM WAY FROM THE INTERSECTION OF SOUTH OCEAN AD2822'BLVD, AT THE ROYAL PALM BRIDGE OVER LAKE WORTH, 295.0 FEET WEST AD2822'OF BENCH MARK E 233 DESCRIBED, 2.5 FEET NORTH OF THE SOUTH AD2822'GUARD RAIL OF THE BRIDGE, 13 FEET SOUTH OF THE CENTER LINE OF AD2822'THE EAST BOUND LANE OF BRIDGE, 2.1 FEET SOUTH OF THE NORTH EDGE AD2822'OF THE BRIDGE SIDEWALK AND SET FLUSH WITH THE SIDEWALK OF BRIDGE. AD2822 AD2822 STATION RECOVERY (1973) AD2822 AD2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2822'RECOVERED IN GOOD CONDITION. AD2822 AD2822 STATION RECOVERY (1980) AD2822 AD2822'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 AD2822'RECOVERED IN GOOD CONDITION. AD2822 AD2822 STATION RECOVERY (1980) AD2822 AD2822'RECOVERY NOTE BY FL DEPT OF NAT RES 1980 AD2822'RECOVERED IN GOOD CONDITION. AD2822 AD2822 STATION RECOVERY (1988) AD2822 AD2822'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2822'RECOVERED IN GOOD CONDITION. AD2822 AD2822 STATION RECOVERY (1989) AD2822 AD2822'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD2822'RECOVERED IN GOOD CONDITION. AD2822 AD2822 STATION RECOVERY (1990) AD2822 AD2822'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS) AD2822'RECOVERED IN GOOD CONDITION. AD2822 AD2822 STATION RECOVERY (1991) AD2822 AD2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2822'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY) AD2822'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN AD2822'PALM BEACH, IN A CONCRETE SIDEWALK ALONG THE SOUTH SIDE OF THE AD2822'HIGHWAY BRIDGE SPANNING THE INTRACOASTAL WATERWAY, 92.1 M (302.2 FT) AD2822'WEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 4.0 M (13.1 FT) SOUTH OF AD2822'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT) AD2822'NORTH OF THE BRIDGE GUARDRAIL, 0.6 M (2.0 FT) SOUTH OF THE NORTH EDGE AD2822'OF THE SIDEWALK, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY. AD2822 AD2822 STATION RECOVERY (2002) AD2822 AD2822'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2822'BRIDGE DEMOLISHED. NEW BRIDGE TO BE BUILT AT SAME LOCATION. AD2822 AD2822 STATION RECOVERY (2003) AD2822 AD2822'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2822'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8152 *********************************************************************** AD8152 DESIGNATION - J 409 X AD8152 PID - AD8152 AD8152 STATE/COUNTY- FL/PALM BEACH AD8152 USGS QUAD - EAST OF LITTLE CYPRESS SWAMP (1974) AD8152 AD8152 *CURRENT SURVEY CONTROL AD8152 ___________________________________________________________________ AD8152* NAD 83(1986)- 26 25 27. (N) 080 48 30. (W) SCALED AD8152* NAVD 88 - 6.062 (meters) 19.89 (feet) ADJUSTED AD8152 ___________________________________________________________________ AD8152 GEOID HEIGHT- -24.81 (meters) GEOID99 AD8152 DYNAMIC HT - 6.053 (meters) 19.86 (feet) COMP AD8152 MODELED GRAV- 979,069.6 (mgal) NAVD 88 AD8152 AD8152 VERT ORDER - FIRST CLASS II AD8152 AD8152.The horizontal coordinates were scaled from a topographic map and have AD8152.an estimated accuracy of +/- 6 seconds. AD8152 AD8152.The orthometric height was determined by differential leveling AD8152.and adjusted by the National Geodetic Survey in September 1992. AD8152 AD8152.The geoid height was determined by GEOID99. AD8152 AD8152.The dynamic height is computed by dividing the NAVD 88 AD8152.geopotential number by the normal gravity value computed on the AD8152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8152.degrees latitude (g = 980.6199 gals.). AD8152 AD8152.The modeled gravity was interpolated from observed gravity values. AD8152 AD8152; North East Units Estimated Accuracy AD8152;SPC FL E - 231,620. 219,120. MT (+/- 180 meters Scaled) AD8152 AD8152 SUPERSEDED SURVEY CONTROL AD8152 AD8152 NGVD 29 - 6.497 (m) 21.32 (f) ADJUSTED 1 2 AD8152 AD8152.Superseded values are not recommended for survey control. AD8152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8152.See file dsdata.txt to determine how the superseded data were derived. AD8152 AD8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK191226(NAD 83) AD8152_MARKER: I = METAL ROD AD8152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AD8152_STAMPING: J 409 X 1992 AD8152_MARK LOGO: NGS AD8152_PROJECTION: FLUSH AD8152_MAGNETIC: I = MARKER IS A STEEL ROD AD8152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8152+SATELLITE: SATELLITE OBSERVATIONS - 1992 AD8152_ROD/PIPE-DEPTH: 4.3 meters AD8152_SLEEVE-DEPTH : 0.9 meters AD8152 AD8152 HISTORY - Date Condition Report By AD8152 HISTORY - 1992 MONUMENTED NGS AD8152 HISTORY - 20021111 GOOD NGS AD8152 AD8152 STATION DESCRIPTION AD8152 AD8152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8152'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8152'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, THENCE AD8152'0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE 16.0 KM (9.95 AD8152'MI) SOUTHERLY ALONG THE EAST LEVEE ROAD OF THE MIAMI CANAL, 1.2 KM AD8152'(0.75 MI) SOUTH OF A BRIDGE SPANNING A CANAL AT A PUMPING STATION, AD8152'5.7 M (18.7 FT) EAST-NORTHEAST OF AND LEVEL WITH THE CENTER OF THE AD8152'ROAD, 4.0 M (13.1 FT) SOUTH OF A UTILITY POLE, AND 0.5 M (1.6 FT) AD8152'WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AD8152'5-INCH LOGO CAP. AD8152 AD8152 STATION RECOVERY (2002) AD8152 AD8152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8152'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8404 *********************************************************************** AD8404 DESIGNATION - JOG LANTANA AD8404 PID - AD8404 AD8404 STATE/COUNTY- FL/PALM BEACH AD8404 USGS QUAD - GREENACRES CITY (1983) AD8404 AD8404 *CURRENT SURVEY CONTROL AD8404 ___________________________________________________________________ AD8404* NAD 83(1999)- 26 35 22.15348(N) 080 08 51.48617(W) ADJUSTED AD8404* NAVD 88 - 5.8 (meters) 19. (feet) VERTCON AD8404 ___________________________________________________________________ AD8404 X - 976,588.733 (meters) COMP AD8404 Y - -5,623,199.969 (meters) COMP AD8404 Z - 2,837,605.568 (meters) COMP AD8404 LAPLACE CORR- -3.25 (seconds) DEFLEC99 AD8404 ELLIP HEIGHT- -20.08 (meters) (07/06/01) GPS OBS AD8404 GEOID HEIGHT- -25.89 (meters) GEOID99 AD8404 AD8404 HORZ ORDER - FIRST AD8404 ELLP ORDER - FOURTH CLASS II AD8404 AD8404.The horizontal coordinates were established by GPS observations AD8404.and adjusted by the National Geodetic Survey in July 2001. AD8404 AD8404.The NAVD 88 height was computed by applying the VERTCON shift value to AD8404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8404 AD8404.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8404 AD8404.The Laplace correction was computed from DEFLEC99 derived deflections. AD8404 AD8404.The ellipsoidal height was determined by GPS observations AD8404.and is referenced to NAD 83. AD8404 AD8404.The geoid height was determined by GEOID99. AD8404 AD8404; North East Units Scale Converg. AD8404;SPC FL E - 250,204.457 284,903.321 MT 1.00003014 +0 22 53.5 AD8404;UTM 17 - 2,941,251.070 584,874.352 MT 0.99968893 +0 22 53.5 AD8404 AD8404 SUPERSEDED SURVEY CONTROL AD8404 AD8404 NAD 83(1990)- 26 35 22.15235(N) 080 08 51.48497(W) AD( ) 1 AD8404 ELLIP HT - -20.07 (m) (08/13/93) GP( ) 4 1 AD8404 NAD 83(1990)- 26 35 22.15219(N) 080 08 51.48523(W) AD( ) 1 AD8404 ELLIP HT - -20.07 (m) (03/31/93) GP( ) 4 1 AD8404 NGVD 29 - 6.3 (m) 21. (f) GPS OBS AD8404 AD8404.Superseded values are not recommended for survey control. AD8404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8404.See file dsdata.txt to determine how the superseded data were derived. AD8404 AD8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8487441251(NAD 83) AD8404_MARKER: DD = SURVEY DISK AD8404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8404_STAMPING: JOG LANTANA AD8404_MARK LOGO: FL-099 AD8404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8404+STABILITY: SURFACE MOTION AD8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8404+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8404 AD8404 HISTORY - Date Condition Report By AD8404 HISTORY - UNK MONUMENTED FL-099 AD8404 HISTORY - 19910810 GOOD ADRGS AD8404 HISTORY - 20020205 MARK NOT FOUND USPSQD AD8404 HISTORY - 20030402 MARK NOT FOUND USPSQD AD8404 AD8404 STATION DESCRIPTION AD8404 AD8404'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8404'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8404'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8404'FOR 3.7 MI (5.95 KM) TO JOG ROAD AND THE STATION IN THE SOUTHWEST AD8404'QUADRANT OF THE INTERSECTION, AMONG THREE LARGE CONCRETE POWER POLES AD8404'AT THE SOUTH EDGE OF A CONCRETE SIDEWALK. AD8404'THE STATION IS EAST 18.40 FT (5.61 M) FROM AN X-CUT IN THE FACE OF A AD8404'CONCRETE POWER POLE, WEST 12.49 FT (3.81 M) FROM AN X-CUT IN A AD8404'CONCRETE CURB, NORTHWEST 44.65 FT (13.61 M) FROM AN X-CUT IN A AD8404'CONCRETE CURB, AND SOUTH 55.58 FT (16.94 M) FROM A QUARTER SECTION AD8404'CORNER STAMPED 34/35. AD8404 AD8404 STATION RECOVERY (2002) AD8404 AD8404'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8404'MARK NOT FOUND. AD8404 AD8404 STATION RECOVERY (2003) AD8404 AD8404'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8404'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2816 *********************************************************************** AD2816 DESIGNATION - K 233 AD2816 PID - AD2816 AD2816 STATE/COUNTY- FL/PALM BEACH AD2816 USGS QUAD - PALM BEACH (1983) AD2816 AD2816 *CURRENT SURVEY CONTROL AD2816 ___________________________________________________________________ AD2816* NAD 83(1986)- 26 41 20. (N) 080 03 20. (W) SCALED AD2816* NAVD 88 - 5.630 (meters) 18.47 (feet) ADJUSTED AD2816 ___________________________________________________________________ AD2816 GEOID HEIGHT- -26.43 (meters) GEOID99 AD2816 DYNAMIC HT - 5.621 (meters) 18.44 (feet) COMP AD2816 MODELED GRAV- 979,118.0 (mgal) NAVD 88 AD2816 AD2816 VERT ORDER - FIRST CLASS I AD2816 AD2816.The horizontal coordinates were scaled from a topographic map and have AD2816.an estimated accuracy of +/- 6 seconds. AD2816 AD2816.The orthometric height was determined by differential leveling AD2816.and adjusted by the National Geodetic Survey in June 1991. AD2816 AD2816.The geoid height was determined by GEOID99. AD2816 AD2816.The dynamic height is computed by dividing the NAVD 88 AD2816.geopotential number by the normal gravity value computed on the AD2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2816.degrees latitude (g = 980.6199 gals.). AD2816 AD2816.The modeled gravity was interpolated from observed gravity values. AD2816 AD2816; North East Units Estimated Accuracy AD2816;SPC FL E - 261,280. 293,990. MT (+/- 180 meters Scaled) AD2816 AD2816 SUPERSEDED SURVEY CONTROL AD2816 AD2816 NGVD 29 - 6.095 (m) 20.00 (f) ADJ UNCH 1 1 AD2816 AD2816.Superseded values are not recommended for survey control. AD2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2816.See file dsdata.txt to determine how the superseded data were derived. AD2816 AD2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK939523(NAD 83) AD2816_MARKER: DB = BENCH MARK DISK AD2816_SETTING: 36 = FOUNDATION AD2816_STAMPING: K 233 1965 AD2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD2816 AD2816 HISTORY - Date Condition Report By AD2816 HISTORY - 1965 MONUMENTED CGS AD2816 HISTORY - 1973 MARK NOT FOUND NGS AD2816 HISTORY - 1983 MARK NOT FOUND USPSQD AD2816 HISTORY - 19910115 MARK NOT FOUND NGS AD2816 HISTORY - 20020401 MARK NOT FOUND USPSQD AD2816 HISTORY - 20030408 MARK NOT FOUND USPSQD AD2816 AD2816 STATION DESCRIPTION AD2816 AD2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2816'AT WEST PALM BEACH. AD2816'AT WEST PALM BEACH, ABOUT 2.05 MILES SOUTH ALONG THE FLORIDA EAST AD2816'COAST RAILWAY FROM THE PASSENGER STATION, ABOUT 0.1 MILE SOUTH OF AD2816'THE CROSSING OF BELVEDERE ROAD, IN SECTION 34, R 43 E, T 43 S, AD2816'SET VERTICALLY IN THE WEST FACE NEAR THE NORTHWEST CORNER OF THE AD2816'CONCRETE FOUNDATION OF THE POST TIMES NEWSPAPER BUILDING (BRICK AD2816'BUILDING), 1.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE AD2816'BUILDING, 38.0 FEET EAST OF AND ACROSS A SIDE TRACK FROM THE EAST AD2816'RAIL OF THE NORTHBOUND MAIN TRACK, 71.0 FEET EAST-NORTHEAST OF AD2816'AND ACROSS TRACKS FROM MILEPOST 301 AND ABOUT 2 FEET ABOVE THE AD2816'LEVEL OF THE TRACK. NOTE-- MARK IS COVERED BY NEW BUILDING. AD2816 AD2816 STATION RECOVERY (1973) AD2816 AD2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2816'MARK NOT FOUND. AD2816 AD2816 STATION RECOVERY (1983) AD2816 AD2816'RECOVERY NOTE BY US POWER SQUADRON 1983 AD2816'MARK NOT FOUND. AD2816 AD2816 STATION RECOVERY (1991) AD2816 AD2816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2816'THE BUILDING HAS BEEN REMODELED AND HAS AN ADDITION AT THIS CORNER. AD2816 AD2816 STATION RECOVERY (2002) AD2816 AD2816'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2816'NEWSPAPER BUILDING NOW HOUSES THE PALM BEACH POST AD2816 AD2816 STATION RECOVERY (2003) AD2816 AD2816'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2816'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8154 *********************************************************************** AD8154 DESIGNATION - K 409 X AD8154 PID - AD8154 AD8154 STATE/COUNTY- FL/PALM BEACH AD8154 USGS QUAD - EAST OF LITTLE CYPRESS SWAMP (1974) AD8154 AD8154 *CURRENT SURVEY CONTROL AD8154 ___________________________________________________________________ AD8154* NAD 83(1986)- 26 26 59. (N) 080 48 51. (W) SCALED AD8154* NAVD 88 - 4.916 (meters) 16.13 (feet) ADJUSTED AD8154 ___________________________________________________________________ AD8154 GEOID HEIGHT- -24.81 (meters) GEOID99 AD8154 DYNAMIC HT - 4.908 (meters) 16.10 (feet) COMP AD8154 MODELED GRAV- 979,072.1 (mgal) NAVD 88 AD8154 AD8154 VERT ORDER - FIRST CLASS II AD8154 AD8154.The horizontal coordinates were scaled from a topographic map and have AD8154.an estimated accuracy of +/- 6 seconds. AD8154 AD8154.The orthometric height was determined by differential leveling AD8154.and adjusted by the National Geodetic Survey in September 1992. AD8154 AD8154.The geoid height was determined by GEOID99. AD8154 AD8154.The dynamic height is computed by dividing the NAVD 88 AD8154.geopotential number by the normal gravity value computed on the AD8154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8154.degrees latitude (g = 980.6199 gals.). AD8154 AD8154.The modeled gravity was interpolated from observed gravity values. AD8154 AD8154; North East Units Estimated Accuracy AD8154;SPC FL E - 234,450. 218,530. MT (+/- 180 meters Scaled) AD8154 AD8154 SUPERSEDED SURVEY CONTROL AD8154 AD8154 NGVD 29 - 5.350 (m) 17.55 (f) ADJUSTED 1 2 AD8154 AD8154.Superseded values are not recommended for survey control. AD8154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8154.See file dsdata.txt to determine how the superseded data were derived. AD8154 AD8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK185255(NAD 83) AD8154_MARKER: F = FLANGE-ENCASED ROD AD8154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AD8154_STAMPING: K 409 X 1992 AD8154_MARK LOGO: NGS AD8154_PROJECTION: FLUSH AD8154_MAGNETIC: N = NO MAGNETIC MATERIAL AD8154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8154+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1996 AD8154_ROD/PIPE-DEPTH: 5.6 meters AD8154_SLEEVE-DEPTH : 0 meters AD8154 AD8154 HISTORY - Date Condition Report By AD8154 HISTORY - 1992 MONUMENTED NGS AD8154 HISTORY - 19961005 GOOD FLDEP AD8154 HISTORY - 20021111 GOOD NGS AD8154 AD8154 STATION DESCRIPTION AD8154 AD8154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8154'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8154'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, THENCE AD8154'0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE 13.1 KM (8.15 AD8154'MI) SOUTHERLY ALONG THE EAST LEVEE ROAD OF THE MIAMI CANAL, 7.8 M AD8154'(25.6 FT) EAST-NORTHEAST OF THE CENTER OF THE ROAD, 6.5 M (21.3 FT) AD8154'SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST TO A PUMPING AD8154'STATION, 3.7 M (12.1 FT) NORTH OF A UTILITY POLE, 0.5 M (1.6 FT) WEST AD8154'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. AD8154'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AD8154 AD8154 STATION RECOVERY (1996) AD8154 AD8154'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ) AD8154'THE MARK IS ABOUT 22.2 MI (35.7 KM) SOUTH-SOUTHEAST OF CLEWISTON, 18.5 AD8154'MI (29.8 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN SECTION 26, TOWNSHIP 46 AD8154'SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE AD8154'HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL) AD8154'FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY AD8154'ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF AD8154'ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD AD8154'FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT AD8154'ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST AD8154'SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT AD8154'ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 8.15 MI (13.12 KM) TO THE AD8154'JUNCTION OF A DIRT ROAD LEADING TO A PUMP STATION AND THE MARK ON THE AD8154'LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A LOGO CAP AD8154'PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 AD8154'FT (0.3 M) BELOW THE LEVEL OF THE LEVEE ROAD THE DATUM POINT IS AD8154'RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 25.6 AD8154'FT (7.8 M) EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 21.3 AD8154'FT (6.5 M) SOUTH OF THE DIRT ROAD LEADING TO THE PUMP STATION, 12.1 FT AD8154'(3.7 M) NORTH OF A POWER POLE AND 1.6 FT (0.5 M) WEST OF A CARSONITE AD8154'WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO AD8154'CAP. AD8154 AD8154 STATION RECOVERY (2002) AD8154 AD8154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8154'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6483 *********************************************************************** AD6483 DESIGNATION - KELSEY AD6483 PID - AD6483 AD6483 STATE/COUNTY- FL/PALM BEACH AD6483 USGS QUAD - RIVIERA BEACH (1983) AD6483 AD6483 *CURRENT SURVEY CONTROL AD6483 ___________________________________________________________________ AD6483* NAD 83(1990)- 26 48 11.04501(N) 080 04 39.58554(W) ADJUSTED AD6483* NAVD 88 - 8. (meters) 26. (feet) SCALED AD6483 ___________________________________________________________________ AD6483 LAPLACE CORR- -4.17 (seconds) DEFLEC99 AD6483 GEOID HEIGHT- -26.75 (meters) GEOID99 AD6483 AD6483 HORZ ORDER - FIRST AD6483 AD6483.The horizontal coordinates were established by classical geodetic methods AD6483.and adjusted by the National Geodetic Survey in May 1991. AD6483 AD6483.The orthometric height was scaled from a topographic map. AD6483 AD6483.The Laplace correction was computed from DEFLEC99 derived deflections. AD6483 AD6483.The geoid height was determined by GEOID99. AD6483 AD6483; North East Units Scale Converg. AD6483;SPC FL E - 273,917.736 291,702.396 MT 1.00004496 +0 24 57.4 AD6483;UTM 17 - 2,964,956.258 591,671.108 MT 0.99970374 +0 24 57.4 AD6483 AD6483: Primary Azimuth Mark Grid Az AD6483:SPC FL E - HARVEY 165 13 25.5 AD6483:UTM 17 - HARVEY 165 13 25.5 AD6483 AD6483|---------------------------------------------------------------------| AD6483| PID Reference Object Distance Geod. Az | AD6483| dddmmss.s | AD6483| CW9132 KELSEY RM 2 00956 | AD6483| AD6499 KELSEY 1934 RM 1 61.663 METERS 07332 | AD6483| AD2917 KELSEY 2 61.231 METERS 08138 | AD6483| AD6633 HARVEY APPROX.10.4 KM 1653822.9 | AD6483| AD6498 KELSEY CITY BLACK TANK 294.589 METERS 18057 | AD6483| AD6497 LAKE PARK TANK 299.625 METERS 18108 | AD6483| CW9133 KELSEY RM 3 3502021.0 | AD6483|---------------------------------------------------------------------| AD6483 AD6483 SUPERSEDED SURVEY CONTROL AD6483 AD6483 NAD 83(1986)- 26 48 11.04956(N) 080 04 39.59426(W) AD( ) 1 AD6483 NAD 27 - 26 48 09.82699(N) 080 04 40.44395(W) AD( ) 1 AD6483 AD6483.Superseded values are not recommended for survey control. AD6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6483.See file dsdata.txt to determine how the superseded data were derived. AD6483 AD6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9167164956(NAD 83) AD6483_MARKER: DS = TRIANGULATION STATION DISK AD6483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6483 AD6483 HISTORY - Date Condition Report By AD6483 HISTORY - 1934 MONUMENTED CGS AD6483 HISTORY - 1944 GOOD CGS AD6483 HISTORY - 1948 GOOD CGS AD6483 HISTORY - 1959 SEE DESCRIPTION CGS AD6483 HISTORY - 20020412 MARK NOT FOUND USPSQD AD6483 HISTORY - 20030412 MARK NOT FOUND USPSQD AD6483 AD6483 STATION DESCRIPTION AD6483 AD6483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AD6483'THIS FIRST-ORDER STATION IS ABOUT 6.1 MILES N OF WEST PALM BEACH, AD6483'AND 9.8 MILES S OF JUPITER RAILROAD STATION, IN THE NW PART OF THE AD6483'TOWN OF KELSEY CITY. IT IS ABOUT 0.15 MILE N OF THE KELSEY CITY AD6483'WATER TANK, AND ON THE NEXT HILL N FORMED BY THE SAND RIDGE ON AD6483'WHICH THE TANK IS LOCATED. IT IS 53 METERS W OF THE CENTER LINE AD6483'OF THE PAVED ROAD, 32 METERS S OF A DIM ROAD LEADING TO THE TOP AD6483'OF THE RIDGE, 5.54 METERS SE OF THE SW CORNER OF THE CONCRETE AD6483'FOUNDATION OF AN OLD HOUSE THAT IS NOW GONE, 7.45 METERS SW OF AD6483'THE SE CORNER OF THE FOUNDATION. AD6483' AD6483'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET AD6483'IN CONCRETE. SURFACE MARK AD6483'IS FLUSH WITH THE GROUND. AD6483' AD6483'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 7 METERS E OF THE AD6483'CENTER LINE OF THE PAVED ROAD, 16 METERS SE OF THE INTERSECTION AD6483'OF THE PAVED ROAD AND THE DIM DIRT ROAD, 54.6 METERS SSE OF THE AD6483'WESTERLY OF TWO STUCCO PILLARS MARKING THE ENTRANCE TO KELSEY AD6483'CITY. AD6483' AD6483'REFERENCE MARK NO. 2 IS 42 METERS W OF THE HIGHWAY, 3 METERS N AD6483'OF THE DIRT ROAD. AD6483' AD6483'REFERENCE MARK NO. 3 (AZIMUTH MARK), IS NNW OF THE STATION, 5 AD6483'METERS ENE OF THE ROAD, 26 METERS WNW OF THE NW CORNER OF A AD6483'CREAM-COLORED HOUSE. AD6483' AD6483'REFERENCE MARKS NO. 1 AND 2 PROJECT ABOUT 3 INCHES. AD6483' AD6483'THE AZIMUTH MARK PROJECTS ABOUT 6 INCHES AND IS VISIBLE FROM THE AD6483'GROUND AT THE STATION. AD6483' AD6483'TANK AT STATION GOLF ALSO VISIBLE FROM THE GROUND. AD6483' AD6483'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. AD6483 AD6483 STATION RECOVERY (1944) AD6483 AD6483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) AD6483'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE EXCEPT FOR THE AD6483'FOLLOWING DISCREPANCIES-- AD6483' AD6483'1. KELSEY CITY IS NOW NAMED LAKE PARK. AD6483' AD6483'2. THE DIM DIRT ROAD IS NOW A GRAVEL ROAD. AD6483' AD6483'3. FOR R.M. 2, CHANGE 42 METERS TO 43.6 METERS, AND 3 METERS TO AD6483'2.2 METERS. AD6483' AD6483'4. FOR R.M. 3, CHANGE 3 METERS TO 4.5 METERS, AND 26 METERS TO AD6483'25 METERS. AD6483 AD6483 STATION RECOVERY (1948) AD6483 AD6483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GEM) AD6483'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION CHANGED BY NEW AD6483'CONSTRUCTION IN THE AREA. THE DIRECTION FOR R.M. 1 AND R.M. 2 WERE AD6483'REVERSED IN THE ORIGINAL DESCRIPTION. A COMPLETE NEW DESCRIPTION AD6483'FOLLOWS-- AD6483' AD6483'STATION IS LOCATED IN THE NW SECTION OF LAKE PARK, ABOUT 6.1 AD6483'MILES N OF WEST PALM BEACH, ABOUT 0.15 MILE N OF LAKE PARK WATER AD6483'TANK, ON THE NEXT HILL N FORMED BY THE SAND RIDGE ON WHICH THE AD6483'TANK IS LOCATED. IT IS 53 METERS W OF THE CENTER LINE OF THE AD6483'N-S MACADAM ROAD, ABOUT 40 METERS S OF THE ONE-STORY WHITE STUCCO AD6483'OF C.H. JEWELL, 5.54 METERS SE OF THE SW CORNER OF AN ABANDONED AD6483'CONCRETE FOUNDATION, AND 7.45 METERS SW OF THE SE CORNER OF THE AD6483'FOUNDATION. AD6483' AD6483'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A ROUND AD6483'10-INCH CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND. DISK AD6483'IS STAMPED KELSEY 1934. AD6483' AD6483'R.M. 1 IS ENE OF THE STATION, 7 METERS E OF THE CENTER LINE OF AD6483'THE MACADAM ROAD, 16 METERS SE OF THE INTERSECTION OF THE MACADAM AD6483'ROAD AND THE DRIVE W TO THE HOUSE OF C.H. JEWELL, AND 54.6 METERS AD6483'SSE OF THE W ONE OF TWO STUCCO PILLARS MARKING THE ENTRANCE TO AD6483'LAKE PARK. IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A AD6483'ROUND 10-INCH CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE AD6483'GROUND. DISK IS STAMPED NO 1. AD6483' AD6483'R.M. 2 WAS RESET AND LOWERED TO GROUND LEVEL. IT IS 43.6 METERS AD6483'W OF THE MACADAM ROAD, 25 METERS N OF THE DRIVE TO THE HOUSE OF AD6483'C.H. JEWELL, AND 1 METER E OF THE WALK FROM THE DRIVE TO THE FRONT AD6483'ENTRANCE OF THE HOUSE. IT IS A BRONZE REFERENCE DISK SET IN THE AD6483'TOP OF A ROUND 10-INCH CONCRETE MONUMENT FLUSH WITH THE SURFACE AD6483'OF THE GROUND. DISK IS STAMPED NO 2. AD6483' AD6483'R.M. 3 (AZ. MK.) IS NNW OF THE STATION, 45 METERS ENE OF THE AD6483'MACADAM ROAD, 25 METERS WNW OF THE NW CORNER OF A CREAM-COLORED AD6483'HOUSE. IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A ROUND AD6483'10-INCH CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND. DISK AD6483'IS STAMPED NO 3. AD6483 AD6483 STATION RECOVERY (1959) AD6483 AD6483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AD6483'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS AD6483'DESCRIBED. THE OWNER OF THE PROPERTY ON WHICH THE STATION IS AD6483'LOCATED, MRS. GRACE W. JEWELL, STATED THAT THE HILL WOULD BE AD6483'LEVELED IN THE NEAR FUTURE. A NEW STATION KELSEY 2 1959 WAS AD6483'ESTABLISHED 200 FT. EAST OF KELSEY 1934. AD6483' AD6483'KELSEY R M 3 (AZIMUTH MARK) COULD NOT BE SEEN FROM THE STATION ON AD6483'THE GROUND BECAUSE OF DWELLING NEAR STATION, NOR CAN IT BE SEEN AD6483'FROM KELSEY 2. AD6483' AD6483'STATION SURFACE MARK, RM 2 AND AZIMUTH MARK DESTROYED AND DISKS AD6483'REMOVED. R M 1 IS NOW A REFERENCE FOR KELSEY 2, 1959. AD6483 AD6483 STATION RECOVERY (2002) AD6483 AD6483'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6483'COMMERCIAL BUILDING NOW OCCUPIES THE SITE AD6483 AD6483 STATION RECOVERY (2003) AD6483 AD6483'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6483'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6499 *********************************************************************** AD6499 DESIGNATION - KELSEY 1934 RM 1 AD6499 PID - AD6499 AD6499 STATE/COUNTY- FL/PALM BEACH AD6499 USGS QUAD - RIVIERA BEACH (1983) AD6499 AD6499 *CURRENT SURVEY CONTROL AD6499 ___________________________________________________________________ AD6499* NAD 83(1990)- 26 48 11.61305(N) 080 04 37.44447(W) ADJUSTED AD6499* NAVD 88 - 9.74 (+/-2cm) 32.0 (feet) VERTCON AD6499 ___________________________________________________________________ AD6499 LAPLACE CORR- -4.18 (seconds) DEFLEC99 AD6499 GEOID HEIGHT- -26.75 (meters) GEOID99 AD6499 AD6499 HORZ ORDER - SECOND AD6499 VERT ORDER - THIRD ? (See Below) AD6499 AD6499.The horizontal coordinates were established by classical geodetic methods AD6499.and adjusted by the National Geodetic Survey in May 1991. AD6499 AD6499.The NAVD 88 height was computed by applying the VERTCON shift value to AD6499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6499.The vertical order pertains to the superseded datum. AD6499 AD6499.The Laplace correction was computed from DEFLEC99 derived deflections. AD6499 AD6499.The geoid height was determined by GEOID99. AD6499 AD6499; North East Units Scale Converg. AD6499;SPC FL E - 273,935.649 291,761.404 MT 1.00004509 +0 24 58.3 AD6499;UTM 17 - 2,964,974.165 591,730.095 MT 0.99970388 +0 24 58.3 AD6499 AD6499 SUPERSEDED SURVEY CONTROL AD6499 AD6499 NAD 83(1986)- 26 48 11.61759(N) 080 04 37.45321(W) AD( ) 2 AD6499 NAD 27 - 26 48 10.39513(N) 080 04 38.30321(W) AD( ) 2 AD6499 NGVD 29 - 10.20 (m) 33.5 (f) LEVELING 3 AD6499 AD6499.Superseded values are not recommended for survey control. AD6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6499.See file dsdata.txt to determine how the superseded data were derived. AD6499 AD6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9173064974(NAD 83) AD6499_MARKER: DR = REFERENCE MARK DISK AD6499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6499+STABILITY: SURFACE MOTION AD6499 AD6499 HISTORY - Date Condition Report By AD6499 HISTORY - 1934 MONUMENTED CGS AD6499 HISTORY - 20020412 MARK NOT FOUND USPSQD AD6499 HISTORY - 20030412 MARK NOT FOUND USPSQD AD6499 AD6499 STATION DESCRIPTION AD6499 AD6499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 AD6499'SEE STATION KELSEY. AD6499 AD6499 STATION RECOVERY (2002) AD6499 AD6499'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6499'LOCATION OF MARK APPEARS TO BE UNDER ROAD AD6499 AD6499 STATION RECOVERY (2003) AD6499 AD6499'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6499'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2917 *********************************************************************** AD2917 DESIGNATION - KELSEY 2 AD2917 PID - AD2917 AD2917 STATE/COUNTY- FL/PALM BEACH AD2917 USGS QUAD - RIVIERA BEACH (1983) AD2917 AD2917 *CURRENT SURVEY CONTROL AD2917 ___________________________________________________________________ AD2917* NAD 83(1990)- 26 48 11.33470(N) 080 04 37.39216(W) ADJUSTED AD2917* NAVD 88 - 9.825 (meters) 32.23 (feet) ADJUSTED AD2917 ___________________________________________________________________ AD2917 LAPLACE CORR- -4.18 (seconds) DEFLEC99 AD2917 GEOID HEIGHT- -26.75 (meters) GEOID99 AD2917 DYNAMIC HT - 9.809 (meters) 32.18 (feet) COMP AD2917 MODELED GRAV- 979,111.7 (mgal) NAVD 88 AD2917 AD2917 HORZ ORDER - FIRST AD2917 VERT ORDER - FIRST CLASS I AD2917 AD2917.The horizontal coordinates were established by classical geodetic methods AD2917.and adjusted by the National Geodetic Survey in May 1991. AD2917 AD2917.The orthometric height was determined by differential leveling AD2917.and adjusted by the National Geodetic Survey in June 1991. AD2917 AD2917.The Laplace correction was computed from DEFLEC99 derived deflections. AD2917 AD2917.The geoid height was determined by GEOID99. AD2917 AD2917.The dynamic height is computed by dividing the NAVD 88 AD2917.geopotential number by the normal gravity value computed on the AD2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2917.degrees latitude (g = 980.6199 gals.). AD2917 AD2917.The modeled gravity was interpolated from observed gravity values. AD2917 AD2917; North East Units Scale Converg. AD2917;SPC FL E - 273,927.092 291,762.911 MT 1.00004509 +0 24 58.4 AD2917;UTM 17 - 2,964,965.611 591,731.602 MT 0.99970388 +0 24 58.4 AD2917 AD2917: Primary Azimuth Mark Grid Az AD2917:SPC FL E - ST MARYS 164 55 06.5 AD2917:UTM 17 - ST MARYS 164 55 06.5 AD2917 AD2917|---------------------------------------------------------------------| AD2917| PID Reference Object Distance Geod. Az | AD2917| dddmmss.s | AD2917| AD6486 NORTH PALM BEACH UTILITIES TK APPROX. 1.5 KM 0462553.5 | AD2917| AD6467 RIVIERA BEACH FPL CO WEST STK APPROX. 4.8 KM 1495251.0 | AD2917| AD6466 RIVIERA BEACH OCEANOGRAPHY TWR APPROX. 4.7 KM 1525638.3 | AD2917| AD6478 RIVIERA BEACH MUN TANK APPROX. 2.3 KM 1543809.3 | AD2917| AD6619 WEST PALM BEACH NORTHWOOD SP APPROX. 6.5 KM 1612618.9 | AD2917| AD6459 ST MARYS APPROX. 5.4 KM 1652004.9 | AD2917| AD6460 WEST PALM BEACH CABLE TV TOWER APPROX. 5.2 KM 1703244.8 | AD2917| AD6618 WEST PALM BEACH GRACE EPIS SP APPROX. 6.4 KM 1730700.2 | AD2917| AD6465 WEST PALM BEACH MANGONIA TANK APPROX. 4.5 KM 1753407.8 | AD2917| AD6497 LAKE PARK TANK 315.569 METERS 19210 | AD2917| AD2915 KELSEY 2 RM 4 28.540 METERS 19901 | AD2917| AD6480 RIVIERA BEACH PB CABLE TV TWR APPROX. 1.7 KM 2022310.6 | AD2917| AD6463 WEST PALM BEACH RAD WXVI E MST APPROX. 5.3 KM 2111521.7 | AD2917| AD6464 WEST PALM BEACH RAD WXVI W MST APPROX. 5.3 KM 2113227.3 | AD2917| AD6475 RIVIERA BEACH MEDIA ITV C MAST APPROX. 3.2 KM 2174744.7 | AD2917| AD6510 WEST PALM BEACH RAD WEAT MAST APPROX. 7.4 KM 2372046.4 | AD2917| AD6483 KELSEY 61.231 METERS 26138 | AD2917| AD8063 KELSEY 2 RM 6 12.368 METERS 26216 | AD2917| AD6484 LAKE PARK BANKERS LIFE RAD TWR APPROX. 0.8 KM 3094017.4 | AD2917| AD6491 JUNO BEACH FIRST BAP CH SPIRE APPROX. 5.8 KM 3411459.7 | AD2917| AD8064 KELSEY 2 RM 5 23.225 METERS 35003 | AD2917| AD6499 KELSEY 1934 RM 1 8.688 METERS 35026 | AD2917|---------------------------------------------------------------------| AD2917 AD2917 SUPERSEDED SURVEY CONTROL AD2917 AD2917 NAD 83(1986)- 26 48 11.33925(N) 080 04 37.40090(W) AD( ) 1 AD2917 NAD 27 - 26 48 10.11687(N) 080 04 38.25066(W) AD( ) 1 AD2917 NGVD 29 - 10.284 (m) 33.74 (f) ADJ UNCH 1 1 AD2917 AD2917.Superseded values are not recommended for survey control. AD2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2917.See file dsdata.txt to determine how the superseded data were derived. AD2917 AD2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9173264966(NAD 83) AD2917_MARKER: DS = TRIANGULATION STATION DISK AD2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2917_STAMPING: KELSEY 1959 2 AD2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2917+STABILITY: SURFACE MOTION AD2917 AD2917 HISTORY - Date Condition Report By AD2917 HISTORY - 1959 MONUMENTED CGS AD2917 HISTORY - 1964 GOOD CGS AD2917 HISTORY - 1965 GOOD CGS AD2917 HISTORY - 1965 GOOD NGS AD2917 HISTORY - 1970 GOOD NGS AD2917 HISTORY - 1973 GOOD NGS AD2917 HISTORY - 1974 GOOD NGS AD2917 HISTORY - 19910118 MARK NOT FOUND NGS AD2917 HISTORY - 20020412 MARK NOT FOUND USPSQD AD2917 HISTORY - 20030412 MARK NOT FOUND USPSQD AD2917 AD2917 STATION DESCRIPTION AD2917 AD2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW) AD2917'STATION LOCATED IN THE NORTHWEST SECTION OF LAKE PARK, ABOUT 6.1 AD2917'MILES NORTH OF WEST PALM BEACH AND ABOUT 0.2 MILE NORTH OF LAKE AD2917'PARK SILVER WATER TANK. IT IS 203 FT. SOUTH SOUTHEAST OF THE AD2917'EAST ONE OF TWO STUCCO PILLARS MARKING THE ENTRANCE OF LAKE PARK. AD2917' AD2917'STATION IS 24 FT. EAST OF CENTER LINE OF ROAD (OLD DIXIE HWY), AD2917'14 FT. SOUTH-SOUTHEAST OF PALM TREE, 35 FT. NORTH NORTHWEST OF AD2917'ANOTHER PALM TREE AND 9 FT. EAST OF POWER SUPPORT POLE. A 4X4 AD2917'INCH SQUARE CONCRETE WITNESS POST EXTENDING 18 INCHES ABOVE GROUND AD2917'WAS SEE 4.2 FT. NORTH OF STATION. AD2917' AD2917'A STANDARD DISK STAMPED KELSEY 2 1959 SET IN THE TOP OF AN AD2917'8X8 INCH SQUARE CONCRETE MONUMENT EXTENDING 2 INCHES ABOVE AD2917'GROUND. A SUB-SURFACE MARK WAS SET IN A CONCRETE MONUMENT ABOUT AD2917'30 INCHES BELOW THE SURFACE. AD2917' AD2917'RM 1 IS NORTH NORTHWEST OF STATION, 24 FT. EAST OF CENTERLINE AD2917'OF ROAD, 16 FT. NORTH OF PALM AND 175 FT. SOUTH SOUTHEAST OF THE AD2917'EAST ONE OF TWO STUCCO PILLARS MARKING THE ENTRANCE OF LAKE AD2917'PARK. A STANDARD DISK STAMPED KELSEY 1934 NO 1 SET IN A 10 INCH AD2917'ROUND CONCRETE MONUMENT EXTENDING 2 INCHES ABOVE GROUND. AD2917' AD2917'RM 4 IS SOUTH SOUTHWEST OF STATION, 21 FT. WEST OF CENTER LINE AD2917'OF ROAD, 29 FT. NORTH NORTHWEST OF POWER POLE NO. 6 AND 115 AD2917'FT. NORTH NORTHWEST OF INTERSECTION OF ROAD AND DRIVEWAY TO THE AD2917'HOUSE OF MR. REGNIER. A STANDARD DISK STAMPED KELSEY 2 NO 4 1959 AD2917'SET IN AN 8X8 INCH SQUARE CONCRETE MONUMENT EXTENDING 2 INCHES AD2917'ABOVE GROUND. AD2917 AD2917 STATION RECOVERY (1964) AD2917 AD2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS) AD2917'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN AD2917'GOOD CONDITION. THE DESCRIPTION IS COMPLETE AND ADEQUATE. A AD2917'WITNESS SIGN WAS SET 2 FEET NORTH OF THE STATION. AD2917 AD2917 STATION RECOVERY (1965) AD2917 AD2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG) AD2917'THE STATION KELSEY 2 AND KELSEY 2 RM 4 WERE RECOVERED AND IN GOOD AD2917'CONDITION. KELSEY RM 1 1934 WAS ALSO RECOVERED AND IN GOOD AD2917'CONDITION. THE STATION MAY BE REACHED BY GOING 0.4 MILE NORTHEAST AD2917'ALONG OLD DIXIE HIGHWAY FROM THE CROSSING OF THE FLORIDA EAST AD2917'COAST RAILWAY AT LAKE PARK, ABOUT 0.15 MILE NORTHEAST OF THE AD2917'LAKE PARK WATER TANK, 204 FEET SOUTH OF THE SOUTHWEST CORNER OF AD2917'THE EAST ONE OF TWO STUCCO PILLARS MARKING THE ENTRANCE TO THE AD2917'CITY, 81 FEET SOUTHEAST OF THE CENTER OF A JUNCTION, 24 FEET AD2917'EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST-NORTHEAST OF AD2917'A POWER LINE BRACE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AD2917'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE AD2917'THE LEVEL OF THE GROUND. IT IS STAMPED KELSEY 2 1959. AD2917' AD2917'RM NO. 1 IS 28.5 FEET NORTH OF THE STATION, 24 FEET EAST OF THE AD2917'CENTER LINE OF THE HIGHWAY, 119.5 FEET NORTHEAST OF AND ACROSS AD2917'THE HIGHWAY FROM RM 4, 55 FEET SOUTHEAST OF THE CENTER LINE OF AD2917'A ROAD LEADING UPHILL TO A RESIDENCE, SET IN THE TOP OF A CONCRETE AD2917'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. IT IS AD2917'STAMPED KELSEY NO 1 1934. AD2917' AD2917'KELSEY 2 RM 4 IS 93.7 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY AD2917'FROM THE STATION, 161 FEET SOUTH OF THE CENTER LINE OF ROAD AD2917'LEADING UPHILL TO RESIDENCE, 30 FEET NORTHWEST OF A POWER LINE AD2917'POLE, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL AD2917'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING AD2917'2 INCHES ABOVE THE LEVEL OF THE GROUND. IT IS STAMPED KELSEY 2 AD2917'NO 4 1959. AD2917 AD2917 STATION RECOVERY (1965) AD2917 AD2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AD2917'0.4 MI NW FROM LAKE PARK. AD2917'ABOUT 0.4 MILE NORTHWEST ALONG OLD DIXIE HIGHWAY FROM THE AD2917'CROSSING OF THE FLORIDA EAST COAST RAILWAY AT LAKE PARK, IN AD2917'SECTION 20, R 43 E, T 42 S, ABOUT 0.15 MILE NORTHEAST OF THE AD2917'LAKE PARK WATER TANK, 204 FEET SOUTH OF THE SOUTHWEST CORNER OF AD2917'THE EAST ONE OF TWO STUCCO PILLARS MARKING THE ENTRANCE TO THE AD2917'CITY, 81 FEET SOUTHEAST OF THE CENTER OF A ROAD JUNCTION, 24 AD2917'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET AD2917'EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM A POWER LINE POLE, AD2917'9 FEET EAST-NORTHEAST OF A POWER LINE BRACE POLE, 1.5 FEET AD2917'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE AD2917'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. AD2917 AD2917 STATION RECOVERY (1970) AD2917 AD2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD2917'STATION, REFERENCE MARKS 1 AND 4 WERE RECOVERED. THE STATION AND AD2917'REFERENCE MARK 4 WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1 AD2917'WAS FOUND TILTED AND OUT OF PLACE. THE DISTANCE TO REFERENCE MARK AD2917'4 WAS FOUND TO BE 0.02 METERS LONGER. A SECOND MEASUREMENT WAS AD2917'MADE WITH THE RESULTS BEING THE SAME. THE DIRECTION TO REFERENCE AD2917'MARK 4 CHECKED. A NEW REFERENCE MARK 5 WAS ESTABLISHED AT THIS AD2917'TIME. DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION AD2917'FOLLOWS. AD2917' AD2917'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF WEST PALM BEACH, AD2917'1-1/2 MILES SOUTHWEST OF NORTH PALM BEACH, 1/4 MILE NORTH OF THE AD2917'LAKE PARK WATER TANK AND ON PROPERTY OWNED BY J.R. BRANCH KERN AD2917'REALTORS. AD2917' AD2917'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PALM BEACH, AD2917'GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6 MILE TO A CROSSROAD (NORTH LAKE AD2917'BLVD). TURN RIGHT AND GO WEST ON NORTH LAKE BLVD FOR 1.4 MILES TO AD2917'A SIDE ROAD LEFT (OLD DIXIE HIGHWAY) JUST AFTER CROSSING RAILROAD AD2917'TRACKS. TURN LEFT AND GO SOUTH ON THE OLD DIXIE HIGHWAY FOR 0.4 AD2917'MILE TO THE STATION ON THE LEFT AS DESCRIBED. AD2917' AD2917'ALL MARKS ARE STANDARD DISKS. AD2917' AD2917'STATION MARK, STAMPED KELSEY 2 1959 IS SET IN A SQUARE CONCRETE AD2917'POST WHICH PROJECTS ABOUT 1 INCH. IT IS 206 FEET SOUTH-SOUTHEAST AD2917'OF THE EAST ONE OF TWO PILLARS WHICH MARK THE ENTRANCE TO LAKE AD2917'PARK, 40.5 FEET EAST OF A POWER POLE, 23.5 FEET EAST OF CENTER OF AD2917'THE OLD DIXIE HIGHWAY AND 1.5 FEET SOUTH OF A METAL WITNESS AD2917'POST. AD2917' AD2917'RM 4, STAMPED KELSEY 2 NO 4 1959 IS SET IN A SQUARE CONCRETE POST AD2917'WHICH PROJECTS ABOUT 2 INCHES. IT IS 82.5 FEET SOUTH OF A POWER AD2917'POLE, 30.5 FEET NORTH-NORTHWEST OF A POWER POLE, 21 FEET WEST OF AD2917'CENTER OF THE HIGHWAY AND 2.3 FEET WEST OF A WOODEN WITNESS AD2917'POST. AD2917' AD2917'RM 5, STAMPED KELSEY 2 1959 NO 5 1970 IS SET IN A ROUND CONCRETE AD2917'POST FLUSH WITH THE GROUND SURFACE. IT IS 86 FEET NORTHEAST OF A AD2917'POWER POLE, 22 FEET EAST OF CENTER OF THE HIGHWAY AND 2.3 FEET AD2917'NORTHWEST OF A METAL WITNESS POST. AD2917' AD2917'NOTE--LAKE PARK WATER TANK MAY BE USED AS AN AZIMUTH. AD2917' AD2917'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET. AD2917 AD2917 STATION RECOVERY (1973) AD2917 AD2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2917'RECOVERED IN GOOD CONDITION. AD2917 AD2917 STATION RECOVERY (1974) AD2917 AD2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AD2917'STATION MARK, REFERENCE MARKS 5 AND 6 WERE RECOVERED AND FOUND IN AD2917'GOOD CONDITION. THE DISTANCE TO REFERENCE MARK 5 CHECKED WITH THE AD2917'ORIGINAL DESCRIPTION AND THE 1973 RECOVERY NOTE. A SHORTER AD2917'DISTANCE OF .02 FEET OR .005 METERS WAS MEASURED TO REFERENCE AD2917'MARK 6. THE DIRECTIONS TO REFERENCE MARKS WERE NOT OBSERVED AT AD2917'THIS TIME DUE TO BEING RECOVERED IN 1973. THE STATION WAS AD2917'VISITED DUE TO THE RAPID GROWTH OF CONSTRUCTION IN THE AREA. AD2917'STATION WAS REDESCRIBED AT THIS TIME DUE TO ALL THE CHANGES. A AD2917'COMPLETE NEW DESCRIPTION FOLLOWS. AD2917' AD2917'THE STATION IS LOCATED 6-1/2 MILES NORTH OF WEST PALM BEACH, 1-1/2 AD2917'MILES SOUTHWEST OF NORTH PALM BEACH, 1/4 MILE NORTH OF THE LAKE AD2917'PARK WATER TANK, ON THE EAST SIDE OF OLD DIXIE HIGHWAY AT 1233 OLD AD2917'DIXIE HIGHWAY ON THE WEST SIDE OF THE HARBOUR PARK II BUILDING. AD2917' AD2917'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 95 PASSES OVER AD2917'NORTH LAKE BOULEVARD, IN NORTH PALM BEACH, GO EAST ON NORTH LAKE AD2917'BOULEVARD FOR 1.25 MILES TO OLD DIXIE HIGHWAY JUST BEFORE AD2917'CROSSING RAILROAD TRACKS. TURN RIGHT AND GO SOUTH ON OLD DIXIE AD2917'HIGHWAY FOR 0.35 MILE TO STATION ON LEFT. AD2917' AD2917'STATION MARK, A STANDARD DISK STAMPED KELSEY 2 1959, IS SET IN AD2917'THE TOP OF AN 8-INCH PRECAST MONUMENT THAT IS SET 4-INCHES BELOW AD2917'THE GROUND SURFACE. IT IS 86 FEET NORTHWEST OF THE SOUTHWEST AD2917'CORNER OF THE HARBOUR PARK II BUILDING, 49 FEET WEST OF THE WEST AD2917'SIDE OF THE BUILDING, 35 FEET NORTH-NORTHEAST OF A PALM TREE, AD2917'24.5 FEET EAST OF THE CENTERLINE OF OLD DIXIE HIGHWAY, 2.5 FEET AD2917'NORTH OF THE NORTH ONE OF TWO CONCRETE WATER METER WELLS, 2.2 AD2917'FEET WEST OF THE WEST EDGE OF SIDEWALK AND 15 FEET WEST OF THE AD2917'CENTER OF A CONCRETE RETAINING WALL. AD2917' AD2917'REFERENCE MARK 5, A STANDARD DISK STAMPED KELSEY 2 1959 NO 5 1970, AD2917'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AD2917'IS SET 12-INCHES BELOW THE GROUND SURFACE. IT IS 129 FEET AD2917'SOUTH-SOUTHEAST OF THE EAST SIDE OF AN OLD CONCRETE ARCH WAY, 65 AD2917'FEET SOUTH OF CENTER OF DRIVEWAY, 65 FEET WEST OF THE WEST SIDE AD2917'OF HARBOUR PARK II BUILDING, 25.5 FEET EAST OF THE CENTERLINE OF AD2917'OLD DIXIE HIGHWAY, 16.5 FEET WEST OF THE RETAINING WALL AND 4 AD2917'FEET WEST OF THE WEST EDGE OF SIDEWALK. AD2917' AD2917'REFERENCE MARK 6, A STANDARD DISK STAMPED KELSEY 2 1959 NO 6 1973, AD2917'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AD2917'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE. IT IS 66 FEET AD2917'NORTHEAST OF THE NORTHEAST CORNER OF BUILDING AT 1200 OLD DIXIE AD2917'HIGHWAY, 17.5 FEET SOUTH OF THE CENTER OF DRIVEWAY TO BUILDING, AD2917'16.6 FEET WEST OF THE CENTER OF OLD DIXIE HIGHWAY, 10.7 FEET AD2917'EAST OF THE EAST SIDE OF SIDEWALK, 1.3 FEET SOUTH OF A METAL AD2917'WITNESS POST AND 1 FOOT NORTH OF THE NORTH SIDE OF POWER LINE AD2917'POLE 791 FM 93. AD2917' AD2917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD2917'NORTHWEST SECTION OF LAKE PARK. AD2917 AD2917 STATION RECOVERY (1991) AD2917 AD2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2917'REFERENCE MEASUREMENTS LEAD TO A NEW SIDEWALK. ASSUMED DESTROYED. AD2917 AD2917 STATION RECOVERY (2002) AD2917 AD2917'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2917'MARK APPEARS TO BE UNDER ROAD. NO LONGER PILLARS AT LOCATION AD2917 AD2917 STATION RECOVERY (2003) AD2917 AD2917'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2917'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2915 *********************************************************************** AD2915 DESIGNATION - KELSEY 2 RM 4 AD2915 PID - AD2915 AD2915 STATE/COUNTY- FL/PALM BEACH AD2915 USGS QUAD - RIVIERA BEACH (1983) AD2915 AD2915 *CURRENT SURVEY CONTROL AD2915 ___________________________________________________________________ AD2915* NAD 83(1986)- 26 48 10. (N) 080 04 37. (W) SCALED AD2915* NAVD 88 - 10.040 (meters) 32.94 (feet) ADJUSTED AD2915 ___________________________________________________________________ AD2915 GEOID HEIGHT- -26.75 (meters) GEOID99 AD2915 DYNAMIC HT - 10.025 (meters) 32.89 (feet) COMP AD2915 MODELED GRAV- 979,111.7 (mgal) NAVD 88 AD2915 AD2915 VERT ORDER - FIRST CLASS I AD2915 AD2915.The horizontal coordinates were scaled from a topographic map and have AD2915.an estimated accuracy of +/- 6 seconds. AD2915 AD2915.The orthometric height was determined by differential leveling AD2915.and adjusted by the National Geodetic Survey in June 1991. AD2915 AD2915.The geoid height was determined by GEOID99. AD2915 AD2915.The dynamic height is computed by dividing the NAVD 88 AD2915.geopotential number by the normal gravity value computed on the AD2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2915.degrees latitude (g = 980.6199 gals.). AD2915 AD2915.The modeled gravity was interpolated from observed gravity values. AD2915 AD2915; North East Units Estimated Accuracy AD2915;SPC FL E - 273,890. 291,770. MT (+/- 180 meters Scaled) AD2915 AD2915 SUPERSEDED SURVEY CONTROL AD2915 AD2915 NGVD 29 - 10.499 (m) 34.45 (f) ADJ UNCH 1 1 AD2915 AD2915.Superseded values are not recommended for survey control. AD2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2915.See file dsdata.txt to determine how the superseded data were derived. AD2915 AD2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK917649(NAD 83) AD2915_MARKER: DR = REFERENCE MARK DISK AD2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2915_STAMPING: KELSEY 2 NO 4 1959 AD2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2915+STABILITY: SURFACE MOTION AD2915 AD2915 HISTORY - Date Condition Report By AD2915 HISTORY - 1959 MONUMENTED CGS AD2915 HISTORY - 1965 GOOD NGS AD2915 HISTORY - 1973 GOOD NGS AD2915 HISTORY - 20020412 MARK NOT FOUND USPSQD AD2915 HISTORY - 20030412 MARK NOT FOUND USPSQD AD2915 AD2915 STATION DESCRIPTION AD2915 AD2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD2915'0.4 MI NW FROM LAKE PARK. AD2915'ABOUT 0.4 MILE NORTHWEST ALONG OLD DIXIE HIGHWAY FROM THE AD2915'CROSSING OF THE FLORIDA EAST COAST RAILWAY AT LAKE PARK, 282.5 AD2915'FEET SOUTH OF THE SOUTHEAST CORNER OF THE WEST ONE OF TWO AD2915'STUCCO PILLARS MARKING THE ENTRANCE TO THE CITY, 161 FEET SOUTH AD2915'OF THE CENTER LINE OF ROAD TO HOUSE ON HILL, 30 FEET NORTHWEST AD2915'OF A POWER LINE POLE, IN SECTION 20, R 43 E, T 42 S, 21 FEET AD2915'WEST OF THE CENTER LINE OF THE HIGHWAY, 93.7 FEET SOUTHWEST OF AD2915'AND ACROSS THE HIGHWAY FROM THE STATION DESCRIBED, ABOUT LEVEL AD2915'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST AD2915'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. AD2915 AD2915 STATION RECOVERY (1973) AD2915 AD2915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2915'RECOVERED IN GOOD CONDITION. AD2915 AD2915 STATION RECOVERY (2002) AD2915 AD2915'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2915'LOCATION OF MARK UNDER DRIVEWAY TO CONCRETE PARKING AREA OF STORAGE AD2915'FACILITY AD2915 AD2915 STATION RECOVERY (2003) AD2915 AD2915'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2915'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6476 *********************************************************************** AD6476 DESIGNATION - KELSEY 2 S 1 AD6476 PID - AD6476 AD6476 STATE/COUNTY- FL/PALM BEACH AD6476 USGS QUAD - RIVIERA BEACH (1983) AD6476 AD6476 *CURRENT SURVEY CONTROL AD6476 ___________________________________________________________________ AD6476* NAD 83(1990)- 26 46 57.74728(N) 080 05 31.73348(W) ADJUSTED AD6476* NAVD 88 - 3.8 (meters) 12. (feet) VERTCON AD6476 ___________________________________________________________________ AD6476 LAPLACE CORR- -3.97 (seconds) DEFLEC99 AD6476 GEOID HEIGHT- -26.61 (meters) GEOID99 AD6476 AD6476 HORZ ORDER - SECOND AD6476 AD6476.The horizontal coordinates were established by classical geodetic methods AD6476.and adjusted by the National Geodetic Survey in May 1991. AD6476 AD6476.The NAVD 88 height was computed by applying the VERTCON shift value to AD6476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6476 AD6476.The Laplace correction was computed from DEFLEC99 derived deflections. AD6476 AD6476.The geoid height was determined by GEOID99. AD6476 AD6476; North East Units Scale Converg. AD6476;SPC FL E - 271,651.379 290,278.229 MT 1.00004176 +0 24 32.8 AD6476;UTM 17 - 2,962,690.674 590,247.426 MT 0.99970055 +0 24 32.8 AD6476 AD6476: Primary Azimuth Mark Grid Az AD6476:SPC FL E - KELSEY 2 S 1 AZ MK 1 180 52 05.9 AD6476:UTM 17 - KELSEY 2 S 1 AZ MK 1 180 52 05.9 AD6476 AD6476|---------------------------------------------------------------------| AD6476| PID Reference Object Distance Geod. Az | AD6476| dddmmss.s | AD6476| AD6484 LAKE PARK BANKERS LIFE RAD TWR APPROX. 2.9 KM 0175833.5 | AD6476| CW9135 KELSEY 2 S 1 AZ MK 2 0883151.6 | AD6476| AD6465 WEST PALM BEACH MANGONIA TANK APPROX. 2.9 KM 1400813.9 | AD6476| CW9134 KELSEY 2 S 1 AZ MK 1 1811638.7 | AD6476| AD6477 KELSEY 2 S 1 PBCSD A PT 14.220 METERS 34928 | AD6476|---------------------------------------------------------------------| AD6476 AD6476 SUPERSEDED SURVEY CONTROL AD6476 AD6476 NAD 83(1986)- 26 46 57.75194(N) 080 05 31.74219(W) AD( ) 2 AD6476 NAD 27 - 26 46 56.52730(N) 080 05 32.59023(W) AD( ) 2 AD6476 NGVD 29 - 4.3 (m) 14. (f) VERT ANG AD6476 AD6476.Superseded values are not recommended for survey control. AD6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6476.See file dsdata.txt to determine how the superseded data were derived. AD6476 AD6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9024762691(NAD 83) AD6476_MARKER: DD = SURVEY DISK AD6476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6476 AD6476 HISTORY - Date Condition Report By AD6476 HISTORY - 1970 MONUMENTED FL-099 AD6476 HISTORY - 20020412 MARK NOT FOUND USPSQD AD6476 HISTORY - 20030412 MARK NOT FOUND USPSQD AD6476 AD6476 STATION DESCRIPTION AD6476 AD6476'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6476'THE SATELLITE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF AD6476'LAKE PARK, ABOUT 2-3/4 MILES SOUTH OF NORTH LAKE BOULEVARD, ABOUT AD6476'1/2 MILE EAST OF I-95, ABOUT 1-1/2 MILE NORTH OF 45TH STREET, AND AD6476'ABOUT 1 MILE EAST OF MILITARY TRAIL (S. R. 809). AD6476' AD6476'TO REACH THE SATELLITE STATION FROM INTERSECTION OF OKEECHOBEE AD6476'BOULEVARD (S.R. 704) AND MILITARY TRAIL (S.R. 809), GO NORTH ON AD6476'S.R. 809 FOR 5.15 MILES TO S.R. 710. CONTINUE NORTH ON S.R. 809 AD6476'FOR .25 MILE TO BLUE HERON BOULEVARD. TURN RIGHT AND GO EAST ON AD6476'BLUE HERON BOULEVARD FOR .95 MILE TO SATELLITE STATION SITE ON AD6476'THE RIGHT. AD6476' AD6476'ALL POINTS USED ARE PALM BEACH COUNTY GEODETIC BRASS DISKS SET AD6476'IN ROUND CONCRETE POSTS. AD6476' AD6476'SATELLITE, STAMPED KELSEY 2 S-1, 1970, IS SET FLUSH. POINT IS AD6476'SET ON THE SOUTHWEST CORNER OF THE INTERSECTION OF BLUE HERON AD6476'BOULEVARD AND GARDEN ROAD. POINT IS 26.9 FEET WEST OF CENTERLINE AD6476'OF GARDEN ROAD, 126.1 FEET SOUTH OF CENTERLINE OF BLUE HERON AD6476'BOULEVARD, 93.3 FEET SOUTHEAST OF A 15 IN CABBAGE PALM, 72.4 FEET AD6476'SOUTHWEST OF A POWER POLE AND 6.8 FEET NORTHEAST OF TELEPHONE AD6476'BOX (NORTHEAST CORNER). POINT IS 10 IN EAST OF A METAL WITNESS AD6476'POST. AD6476' AD6476'AZ. MK 1, STAMPED KELSEY 2 S-1, A-1, 1970, IS SET FLUSH. POINT AD6476'IS .225 MILE SOUTH OF SATELLITE ALONG GARDEN ROAD. POINT IS 37.6 AD6476'FEET NORTH NORTHWEST OF NORTHWEST END OF CONCRETE BRIDGE, 22.50 AD6476'FEET WEST OF CENTERLINE OF GARDEN ROAD, 58.1 FEET WEST SOUTHWEST AD6476'OF A POWER POLE AND 18.35 FEET SOUTHEAST OF TELEPHONE AD6476'MARKER. POINT IS 9-3/4 IN EAST OF A METAL WITNESS POST. AD6476' AD6476'AZ. MK 2, STAMPED KELSEY 2, S-1, A-2, 1970, IS SET FLUSH. POINT AD6476'IS .2 MILE EAST OF GARDEN ROAD. POINT IS 31.55 FEET NORTH OF AD6476'CENTERLINE OF BLUE HERON BOULEVARD, 80.4 FEET NORTHWEST OF WESTERN AD6476'MOST CONCRETE POLE ON FERRIN SIGN, 73.45 FEET SOUTHWEST OF AD6476'15 IN CYPRESS TREE, AND 3.1 FEET SOUTH OF BARBED WIRE AD6476'FENCE. POINT IS 9-3/4 IN SOUTH OF A METAL WITNESS POST. AD6476' AD6476'NOTE--SATELLITE KELSEY 2, S-1, IS TIED TO TRIANGULATION STATION AD6476'KELSEY 2. AD6476 AD6476 STATION RECOVERY (2002) AD6476 AD6476'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6476'MARK NOT FOUND. AD6476 AD6476 STATION RECOVERY (2003) AD6476 AD6476'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6476'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2916 *********************************************************************** AD2916 DESIGNATION - KELSEY RM 1 AD2916 PID - AD2916 AD2916 STATE/COUNTY- FL/PALM BEACH AD2916 USGS QUAD - RIVIERA BEACH (1983) AD2916 AD2916 *CURRENT SURVEY CONTROL AD2916 ___________________________________________________________________ AD2916* NAD 83(1986)- 26 48 10. (N) 080 04 35. (W) SCALED AD2916* NAVD 88 - 9.746 (meters) 31.98 (feet) ADJUSTED AD2916 ___________________________________________________________________ AD2916 GEOID HEIGHT- -26.75 (meters) GEOID99 AD2916 DYNAMIC HT - 9.731 (meters) 31.93 (feet) COMP AD2916 MODELED GRAV- 979,111.7 (mgal) NAVD 88 AD2916 AD2916 VERT ORDER - FIRST CLASS I AD2916 AD2916.The horizontal coordinates were scaled from a topographic map and have AD2916.an estimated accuracy of +/- 6 seconds. AD2916 AD2916.The orthometric height was determined by differential leveling AD2916.and adjusted by the National Geodetic Survey in June 1991. AD2916 AD2916.The geoid height was determined by GEOID99. AD2916 AD2916.The dynamic height is computed by dividing the NAVD 88 AD2916.geopotential number by the normal gravity value computed on the AD2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2916.degrees latitude (g = 980.6199 gals.). AD2916 AD2916.The modeled gravity was interpolated from observed gravity values. AD2916 AD2916; North East Units Estimated Accuracy AD2916;SPC FL E - 273,890. 291,830. MT (+/- 180 meters Scaled) AD2916 AD2916 SUPERSEDED SURVEY CONTROL AD2916 AD2916 NGVD 29 - 10.205 (m) 33.48 (f) ADJ UNCH 1 1 AD2916 AD2916.Superseded values are not recommended for survey control. AD2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2916.See file dsdata.txt to determine how the superseded data were derived. AD2916 AD2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK917649(NAD 83) AD2916_MARKER: DR = REFERENCE MARK DISK AD2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2916_STAMPING: KELSEY NO 1 1934 AD2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2916+STABILITY: SURFACE MOTION AD2916 AD2916 HISTORY - Date Condition Report By AD2916 HISTORY - 1934 MONUMENTED CGS AD2916 HISTORY - 1965 GOOD NGS AD2916 HISTORY - 1973 GOOD NGS AD2916 HISTORY - 20020412 MARK NOT FOUND USPSQD AD2916 HISTORY - 20030412 MARK NOT FOUND USPSQD AD2916 AD2916 STATION DESCRIPTION AD2916 AD2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD2916'0.4 MI NW FROM LAKE PARK. AD2916'ABOUT 0.4 MILE NORTHWEST ALONG DIXIE HIGHWAY FROM THE CROSSING AD2916'OF THE FLORIDA EAST COAST RAILWAY AT LAKE PARK, IN SECTION AD2916'20, R 43 E, T 42 S, 175.5 FEET SOUTH OF THE SOUTHWEST CORNER OF AD2916'THE EAST ONE OF TWO STUCCO PILLARS MARKING THE ENTRANCE TO THE AD2916'CITY, 55 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING AD2916'UP-HILL TO A RESIDENCE, 24 FEET EAST OF THE CENTER LINE OF THE AD2916'HIGHWAY, 28.5 FEET NORTH OF THE STATION, 119.5 FEET NORTHEAST AD2916'OF AND ACROSS THE HIGHWAY FROM RM 4, ABOUT LEVEL WITH THE AD2916'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 AD2916'INCHES ABOVE THE LEVEL OF THE GROUND. AD2916 AD2916 STATION RECOVERY (1973) AD2916 AD2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2916'RECOVERED IN GOOD CONDITION. AD2916 AD2916 STATION RECOVERY (2002) AD2916 AD2916'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2916'LOCATION OF MARK UNDER CONCRETE PARKING AREA OF STORAGE FACILITY AD2916 AD2916 STATION RECOVERY (2003) AD2916 AD2916'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2916'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DF4763 *********************************************************************** DF4763 DESIGNATION - L 006 DF4763 PID - DF4763 DF4763 STATE/COUNTY- FL/PALM BEACH DF4763 USGS QUAD - LAKE HARBOR SE (1970) DF4763 DF4763 *CURRENT SURVEY CONTROL DF4763 ___________________________________________________________________ DF4763* NAD 83(1999)- 26 49 21.38465(N) 080 46 58.32400(W) ADJUSTED DF4763* NAVD 88 - 8.01 (meters) 26.3 (feet) GPS OBS DF4763 ___________________________________________________________________ DF4763 X - 912,327.199 (meters) COMP DF4763 Y - -5,622,225.880 (meters) COMP DF4763 Z - 2,860,680.821 (meters) COMP DF4763 LAPLACE CORR- -1.86 (seconds) DEFLEC99 DF4763 ELLIP HEIGHT- -17.19 (meters) (03/28/03) GPS OBS DF4763 GEOID HEIGHT- -25.18 (meters) GEOID99 DF4763 DF4763 HORZ ORDER - FIRST DF4763 ELLP ORDER - FIFTH CLASS II DF4763 DF4763.The horizontal coordinates were established by GPS observations DF4763.and adjusted by the FL DEPT OF ENV PRO in March 2003. DF4763 DF4763.The orthometric height was determined by GPS observations and a DF4763.high-resolution geoid model using precise GPS observation and DF4763.processing techniques. DF4763 DF4763.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4763 DF4763.The Laplace correction was computed from DEFLEC99 derived deflections. DF4763 DF4763.The ellipsoidal height was determined by GPS observations DF4763.and is referenced to NAD 83. DF4763 DF4763.The geoid height was determined by GEOID99. DF4763 DF4763; North East Units Scale Converg. DF4763;SPC FL E - 275,768.124 221,583.910 MT 0.99994693 +0 05 52.7 DF4763;UTM 17 - 2,966,806.014 521,576.546 MT 0.99960575 +0 05 52.7 DF4763 DF4763 SUPERSEDED SURVEY CONTROL DF4763 DF4763.No superseded survey control is available for this station. DF4763 DF4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2157766806(NAD 83) DF4763_MARKER: DD = SURVEY DISK DF4763_SETTING: 34 = CONCRETE PILING DF4763_STAMPING: L 006 2001 DF4763_MARK LOGO: FLDEP DF4763_MAGNETIC: O = OTHER; SEE DESCRIPTION DF4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF4763+STABILITY: SURFACE MOTION DF4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4763+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001 DF4763 DF4763 HISTORY - Date Condition Report By DF4763 HISTORY - 20010401 MONUMENTED FLDEP DF4763 DF4763 STATION DESCRIPTION DF4763 DF4763'DESCRIBED BY FL DEPT OF ENV PRO 2001 (RWH) DF4763'THE MARK IS ABOUT 29.1 MI SOUTH-SOUTHWEST OF OKEECHOBEE, A BOAT OR DF4763'HELICOPTER DF4763'EQUIPPED WITH GPS IS NEEDED TO REACH THIS MARK. DF4763' DF4763'TO REACH THE STATION FROM THE CITY HALL IN OKEECHOBEE, GO WEST ON DF4763'STATE ROAD 70 FOR 0.1 DF4763'MI TO THE INTERSECTION OF U.S. HIGHWAY 441, U.S. HIGHWAY 98, TURN LEFT DF4763'ON U.S. HIGHWAY 441, DF4763'U.S. HIGHWAY 98 AND GO SOUTH FOR 3.15 MI TO THE JUNCTION OF STATE ROAD DF4763'78 ON THE RIGHT, DF4763'TURN LEFT AND GO NORTHEAST ON U.S. HIGHWAY 441, U.S. HIGHWAY 98 FOR DF4763'2.15 MI TO THE EAST DF4763'END OF THE BRIDGE OVER TAYLOR CREEK AND THE JUNCTION OF A DIRT ROAD ON DF4763'THE RIGHT, TURN DF4763'RIGHT ON THE DIRT ROAD AND GO SOUTH THEN WEST THEN SOUTH AGAIN FOR 0.2 DF4763'MI TO THE DF4763'TAYLOR CREEK ACCESS AREA BOAT RAMP ON THE RIGHT, NOW BY BOAT GO DF4763'SOUTH-SOUTHEAST DF4763'(157 DEGREES) FOR 0.05 MI TO S-193 LOCK, PASSING THROUGH THE LOCK INTO DF4763'LAKE OKEECHOBEE DF4763'GO SOUTH-SOUTHEAST (166 DEGREES) FOR 1.0 MI TO NAVIGATION MARKS NUMBER DF4763'1 (GREEN) ON THE DF4763'RIGHT AND NUMBER 2 (RED) ON THE LEFT, NOW GO SOUTH (174 DEGREES) FOR DF4763'3.8 MI TO A TWO DF4763'STORY STRUCTURE WITH FOUR YELLOW NAVIGATION SIGNS (ONE PER SIDE) WITH DF4763'THE LETTER C IN DF4763'THE MIDDLE, CONTINUE SOUTH (184 DEGREES) FOR 3.9 MI TO NAVIGATION DF4763'TOWER NUMBER 2 (RED), DF4763'CONTINUE SOUTH (179 DEGREES) FOR 12.5 MI TO A SECOND TWO STORY DF4763'STRUCTURE WITH FOUR DF4763'YELLOW NAVIGATION SIGNS (ONE PER SIDE) WITH THE LETTER B IN THE DF4763'MIDDLE, CONTINUE SOUTH DF4763'(176 DEGREES) FOR 5.5 MI TO A THIRD TWO STORY STRUCTURE WITH FOUR DF4763'YELLOW NAVIGATION DF4763'SIGNS (ONE PER SIDE WITH THE LETTER A IN THE MIDDLE AND THE MARK ON DF4763'THE SECOND LEVEL DF4763'OF THE PLATFORM (9.0 FT SQUARE AND ENCLOSED WITHIN A LOCKED CHAINLINK DF4763'FENCE), SET FLUSH DF4763'IN THE TOP OF THE 2.0 FT SQUARE CONCRETE PILING. DF4763' DF4763'LOCATED 6.6 FT NORTHEAST OF THE SOUTHWEST CORNER OF THE PLATFORM, 6.5 DF4763'FT NORTHWEST DF4763'OF THE SOUTHEAST CORNER OF THE PLATFORM, 6.5 FT SOUTHEAST OF THE DF4763'NORTHWEST CORNER DF4763'OF THE PLATFORM, 6.2 FT SOUTHWEST OF THE NORTHEAST CORNER OF THE DF4763'PLATFORM AND 1.8 FT DF4763'EAST OF THE EAST CENTER EDGE OF THE LADDER. DF4763' DF4763'NOTE COMBINATIONS FOR LOCK CAN BE OBTAIN FROM SOUTH FLORIDA WATER DF4763'MANAGEMENT DF4763'DISTRICT 1-800-432-2045. DF4763' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2918 *********************************************************************** AD2918 DESIGNATION - L 232 AD2918 PID - AD2918 AD2918 STATE/COUNTY- FL/PALM BEACH AD2918 USGS QUAD - RIVIERA BEACH (1983) AD2918 AD2918 *CURRENT SURVEY CONTROL AD2918 ___________________________________________________________________ AD2918* NAD 83(1986)- 26 48 30. (N) 080 04 35. (W) SCALED AD2918* NAVD 88 - 4.327 (meters) 14.20 (feet) ADJUSTED AD2918 ___________________________________________________________________ AD2918 GEOID HEIGHT- -26.78 (meters) GEOID99 AD2918 DYNAMIC HT - 4.320 (meters) 14.17 (feet) COMP AD2918 MODELED GRAV- 979,110.8 (mgal) NAVD 88 AD2918 AD2918 VERT ORDER - FIRST CLASS I AD2918 AD2918.The horizontal coordinates were scaled from a topographic map and have AD2918.an estimated accuracy of +/- 6 seconds. AD2918 AD2918.The orthometric height was determined by differential leveling AD2918.and adjusted by the National Geodetic Survey in June 1991. AD2918 AD2918.The geoid height was determined by GEOID99. AD2918 AD2918.The dynamic height is computed by dividing the NAVD 88 AD2918.geopotential number by the normal gravity value computed on the AD2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2918.degrees latitude (g = 980.6199 gals.). AD2918 AD2918.The modeled gravity was interpolated from observed gravity values. AD2918 AD2918; North East Units Estimated Accuracy AD2918;SPC FL E - 274,500. 291,830. MT (+/- 180 meters Scaled) AD2918 AD2918 SUPERSEDED SURVEY CONTROL AD2918 AD2918 NGVD 29 - 4.785 (m) 15.70 (f) ADJ UNCH 1 1 AD2918 AD2918.Superseded values are not recommended for survey control. AD2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2918.See file dsdata.txt to determine how the superseded data were derived. AD2918 AD2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK917655(NAD 83) AD2918_MARKER: DB = BENCH MARK DISK AD2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2918_STAMPING: L 232 1965 AD2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2918+STABILITY: SURFACE MOTION AD2918 AD2918 HISTORY - Date Condition Report By AD2918 HISTORY - 1965 MONUMENTED CGS AD2918 HISTORY - 1973 MARK NOT FOUND NGS AD2918 HISTORY - 20020412 MARK NOT FOUND USPSQD AD2918 HISTORY - 20030412 MARK NOT FOUND USPSQD AD2918 AD2918 STATION DESCRIPTION AD2918 AD2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2918'0.7 MI N FROM LAKE PARK. AD2918'ABOUT 0.7 MILE NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AD2918'THE CROSSING OF PARK AVENUE AT LAKE PARK, IN SECTION 17, R 43 E, AD2918'T 42 S, 0.45 MILE NORTH OF MILEPOST 293, NEAR THE CROSSING OF AD2918'LAKE PARK WEST, 291 FEET EAST OF THE EAST RAIL, 219 FEET WEST AD2918'OF THE CENTER LINE OF STATE HIGHWAY A 1 A ALTERNATE, 37 FEET AD2918'NORTH OF THE CENTER LINE OF LAKE PARK WEST, 4 FEET WEST OF A AD2918'POWER LINE POLE NO. 0, 27 1/2 FEET WEST OF THE EXTENDED CENTER AD2918'LINE OF TENTH COURT, 1.5 FEET EAST OF A METAL WITNESS POST, AD2918'3 FEET BELOW THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE AD2918'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND. AD2918'NOTE-- THE ROAD IS BELIEVED TO HAVE BEEN WIDENED AND MARK AD2918'POSSIBLY DESTROYED BY HIGHWAY CONSTRUCTION. AD2918 AD2918 STATION RECOVERY (1973) AD2918 AD2918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2918'MARK NOT FOUND. AD2918 AD2918 STATION RECOVERY (2002) AD2918 AD2918'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2918'MARK NOT FOUND. AD2918 AD2918 STATION RECOVERY (2003) AD2918 AD2918'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2918'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6497 *********************************************************************** AD6497 DESIGNATION - LAKE PARK TANK AD6497 PID - AD6497 AD6497 STATE/COUNTY- FL/PALM BEACH AD6497 USGS QUAD - RIVIERA BEACH (1983) AD6497 AD6497 *CURRENT SURVEY CONTROL AD6497 ___________________________________________________________________ AD6497* NAD 83(1990)- 26 48 01.31184(N) 080 04 39.79990(W) ADJUSTED AD6497* NAVD 88 - AD6497 ___________________________________________________________________ AD6497 LAPLACE CORR- -4.18 (seconds) DEFLEC99 AD6497 GEOID HEIGHT- -26.74 (meters) GEOID99 AD6497 AD6497 HORZ ORDER - THIRD AD6497 AD6497.The horizontal coordinates were established by classical geodetic methods AD6497.and adjusted by the National Geodetic Survey in May 1991. AD6497 AD6497 AD6497.The Laplace correction was computed from DEFLEC99 derived deflections. AD6497 AD6497.The geoid height was determined by GEOID99. AD6497 AD6497; North East Units Scale Converg. AD6497;SPC FL E - 273,618.121 291,698.650 MT 1.00004495 +0 24 57.1 AD6497;UTM 17 - 2,964,656.745 591,667.363 MT 0.99970374 +0 24 57.1 AD6497 AD6497 SUPERSEDED SURVEY CONTROL AD6497 AD6497 NAD 83(1986)- 26 48 01.31646(N) 080 04 39.80860(W) AD( ) 4 AD6497 NAD 27 - 26 48 00.09623(N) 080 04 40.65786(W) AD( ) 3 AD6497 AD6497.Superseded values are not recommended for survey control. AD6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6497.See file dsdata.txt to determine how the superseded data were derived. AD6497 AD6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9166764657(NAD 83) AD6497_MARKER: 53 = ELEVATED TANK AD6497 AD6497 HISTORY - Date Condition Report By AD6497 HISTORY - 1959 FIRST OBSERVED CGS AD6497 HISTORY - 1970 GOOD NGS AD6497 HISTORY - 1973 GOOD NGS AD6497 HISTORY - 20020412 MARK NOT FOUND USPSQD AD6497 HISTORY - 20030412 MARK NOT FOUND USPSQD AD6497 AD6497 STATION DESCRIPTION AD6497 AD6497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW) AD6497'LOCATED AT THE WEST SIDE OF LAKE PARK, AT THE SITE OF THE OLD AD6497'KELSEY CITY WATER TANK WHICH WAS DESTROYED BY THE 1949 AD6497'HURRICANE. THE FOUR CONCRETE FOOTINGS OF THE OLD TANK ARE NEARBY. AD6497' AD6497'TANK IS 126 FEET ABOVE GROUND AND IS SILVER. THE FINIAL WAS AD6497'OBSERVED. AD6497 AD6497 STATION RECOVERY (1970) AD6497 AD6497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6497'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1959. AD6497 AD6497 STATION RECOVERY (1973) AD6497 AD6497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6497'STATION RECOVERED AS DESCRIBED. AD6497 AD6497 STATION RECOVERY (2002) AD6497 AD6497'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6497'NO LONGER A TANK AT LOCATION. AREA IS NOW A CONCRETE PLANT ON AD6497'WATERTOWER ROAD AD6497 AD6497 STATION RECOVERY (2003) AD6497 AD6497'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6497'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6717 *********************************************************************** AD6717 DESIGNATION - LANTANA TELEPROMPTER TV MAST AD6717 PID - AD6717 AD6717 STATE/COUNTY- FL/PALM BEACH AD6717 USGS QUAD - PALM BEACH FARMS (1983) AD6717 AD6717 *CURRENT SURVEY CONTROL AD6717 ___________________________________________________________________ AD6717* NAD 83(1990)- 26 37 51.67655(N) 080 12 03.78206(W) ADJUSTED AD6717* NAVD 88 - AD6717 ___________________________________________________________________ AD6717 LAPLACE CORR- -2.74 (seconds) DEFLEC99 AD6717 GEOID HEIGHT- -25.81 (meters) GEOID99 AD6717 AD6717 HORZ ORDER - THIRD AD6717 AD6717.The horizontal coordinates were established by classical geodetic methods AD6717.and adjusted by the National Geodetic Survey in May 1991. AD6717 AD6717 AD6717.The Laplace correction was computed from DEFLEC99 derived deflections. AD6717 AD6717.The geoid height was determined by GEOID99. AD6717 AD6717; North East Units Scale Converg. AD6717;SPC FL E - 254,772.014 279,553.687 MT 1.00001928 +0 21 29.3 AD6717;UTM 17 - 2,945,817.069 579,526.544 MT 0.99967808 +0 21 29.3 AD6717 AD6717 SUPERSEDED SURVEY CONTROL AD6717 AD6717 NAD 83(1986)- 26 37 51.68080(N) 080 12 03.79017(W) AD( ) 4 AD6717 NAD 27 - 26 37 50.43633(N) 080 12 04.62645(W) AD( ) 3 AD6717 AD6717.Superseded values are not recommended for survey control. AD6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6717.See file dsdata.txt to determine how the superseded data were derived. AD6717 AD6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7952745817(NAD 83) AD6717_MARKER: 42 = RADIO/TV MAST AD6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6717+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2002 AD6717 AD6717 HISTORY - Date Condition Report By AD6717 HISTORY - 1970 FIRST OBSERVED NGS AD6717 HISTORY - 1986 GOOD USPSQD AD6717 HISTORY - 19950317 GOOD USPSQD AD6717 HISTORY - 19950505 GOOD USPSQD AD6717 HISTORY - 20010331 GOOD NGS AD6717 HISTORY - 20020128 GOOD USPSQD AD6717 HISTORY - 20030401 GOOD USPSQD AD6717 AD6717 STATION DESCRIPTION AD6717 AD6717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6717'THE STATION IS LOCATED ABOUT 7 MILES WEST OF LAKE WORTH, 3-3/4 AD6717'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 441 AND 98 AND AD6717'STATE HIGHWAY 7, 1-1/4 MILE NORTH OF STATE HIGHWAY 802 AND 0.1 AD6717'MILE EAST OF STATE ROUTE 7 AND U.S. 441. AD6717' AD6717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441 AND AD6717'98 AND STATE HIGHWAY 7 WHICH IS ABOUT 6 MILES WEST OF THE WEST AD6717'EDGE OF WEST PALM BEACH, GO SOUTH ON U.S. HIGHWAY 441 AND STATE AD6717'HIGHWAY 7 FOR 3.5 MILES TO A BRIDGE AND A SIDE ROAD LEFT. TURN AD6717'LEFT AND GO NORTH AND WEST FOR 0.2 MILE TO THE STATION. AD6717' AD6717'THE STATION IS THE TOP CENTER OF A GUYED MAST THAT IS PAINTED AD6717'ALTERNATE RED AND WHITE AND IS ABOUT 155 FEET HIGH. IT IS THE AD6717'PROPERTY OF TELEPROMPTER CABLE TV COMPANY. AD6717 AD6717 STATION RECOVERY (1986) AD6717 AD6717'RECOVERY NOTE BY US POWER SQUADRON 1986 (BJS) AD6717'RECOVERED IN GOOD CONDITION. AD6717 AD6717 STATION RECOVERY (1995) AD6717 AD6717'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6717'RECOVERED IN GOOD CONDITION. AD6717 AD6717 STATION RECOVERY (1995) AD6717 AD6717'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6717'RECOVERED IN GOOD CONDITION. AD6717 AD6717 STATION RECOVERY (2001) AD6717 AD6717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AD6717 AD6717 STATION RECOVERY (2002) AD6717 AD6717'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6717'RECOVERED IN GOOD CONDITION. AD6717 AD6717 STATION RECOVERY (2003) AD6717 AD6717'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6717'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6698 *********************************************************************** AD6698 DESIGNATION - LANTANA TV STA WEAT MAST AD6698 PID - AD6698 AD6698 STATE/COUNTY- FL/PALM BEACH AD6698 USGS QUAD - GREENACRES CITY (1983) AD6698 AD6698 *CURRENT SURVEY CONTROL AD6698 ___________________________________________________________________ AD6698* NAD 83(1990)- 26 35 19.11712(N) 080 12 28.11110(W) ADJUSTED AD6698* NAVD 88 - AD6698 ___________________________________________________________________ AD6698 LAPLACE CORR- -2.67 (seconds) DEFLEC99 AD6698 GEOID HEIGHT- -25.72 (meters) GEOID99 AD6698 AD6698 HORZ ORDER - THIRD AD6698 AD6698.The horizontal coordinates were established by classical geodetic methods AD6698.and adjusted by the National Geodetic Survey in May 1991. AD6698 AD6698 AD6698.The Laplace correction was computed from DEFLEC99 derived deflections. AD6698 AD6698.The geoid height was determined by GEOID99. AD6698 AD6698; North East Units Scale Converg. AD6698;SPC FL E - 250,072.501 278,909.821 MT 1.00001802 +0 21 16.5 AD6698;UTM 17 - 2,941,119.158 578,882.898 MT 0.99967682 +0 21 16.5 AD6698 AD6698 SUPERSEDED SURVEY CONTROL AD6698 AD6698 NAD 83(1986)- 26 35 19.12136(N) 080 12 28.11895(W) AD( ) 4 AD6698 NAD 27 - 26 35 17.87089(N) 080 12 28.95350(W) AD( ) 3 AD6698 AD6698.Superseded values are not recommended for survey control. AD6698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6698.See file dsdata.txt to determine how the superseded data were derived. AD6698 AD6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7888341119(NAD 83) AD6698_MARKER: 42 = RADIO/TV MAST AD6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6698+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 AD6698 AD6698 HISTORY - Date Condition Report By AD6698 HISTORY - 1970 FIRST OBSERVED NGS AD6698 HISTORY - 1986 GOOD USPSQD AD6698 HISTORY - 19950317 GOOD USPSQD AD6698 HISTORY - 19950505 GOOD USPSQD AD6698 HISTORY - 20010331 GOOD NGS AD6698 HISTORY - 20020204 GOOD USPSQD AD6698 HISTORY - 20030401 GOOD USPSQD AD6698 AD6698 STATION DESCRIPTION AD6698 AD6698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6698'THE STATION IS LOCATED 9-1/2 MILES WEST OF LANTANA. IT IS THE AD6698'EAST ONE OF TWO GUYED MAST PAINTED ALTERNATELY RED AND WHITE, AD6698'OWNED AND OPERATED BY WEAT TV CHANNEL 12 IN WEST PALM BEACH AND AD6698'IS APPROXIMATELY 1027 FEET HIGH. AD6698' AD6698'THE WEST MAST IS APPROXIMATELY THE SAME HEIGHT, IT IS OWNED AND AD6698'OPERATED BY WPTV CHANNEL 5 IN WEST PALM BEACH. AD6698' AD6698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441 AND AD6698'98 ABOUT 4-1/2 MILES EAST OF LOXAHATCHEE, GO SOUTH ON U.S. HIGHWAY AD6698'441 FOR 6.3 MILES TO THE STATION ON THE RIGHT. AD6698' AD6698'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST. AD6698 AD6698 STATION RECOVERY (1986) AD6698 AD6698'RECOVERY NOTE BY US POWER SQUADRON 1986 (BJS) AD6698'RECOVERED IN GOOD CONDITION. AD6698 AD6698 STATION RECOVERY (1995) AD6698 AD6698'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6698'RECOVERED IN GOOD CONDITION. AD6698 AD6698 STATION RECOVERY (1995) AD6698 AD6698'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6698'RECOVERED IN GOOD CONDITION. AD6698 AD6698 STATION RECOVERY (2001) AD6698 AD6698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6698'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AD6698 AD6698 STATION RECOVERY (2002) AD6698 AD6698'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6698'RECOVERED IN GOOD CONDITION. AD6698 AD6698 STATION RECOVERY (2003) AD6698 AD6698'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6698'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6699 *********************************************************************** AD6699 DESIGNATION - LANTANA WPTV TV MAST AD6699 PID - AD6699 AD6699 STATE/COUNTY- FL/PALM BEACH AD6699 USGS QUAD - GREENACRES CITY (1983) AD6699 AD6699 *CURRENT SURVEY CONTROL AD6699 ___________________________________________________________________ AD6699* NAD 83(1990)- 26 35 21.77039(N) 080 12 42.51072(W) ADJUSTED AD6699* NAVD 88 - AD6699 ___________________________________________________________________ AD6699 LAPLACE CORR- -2.64 (seconds) DEFLEC99 AD6699 GEOID HEIGHT- -25.71 (meters) GEOID99 AD6699 AD6699 HORZ ORDER - THIRD AD6699 AD6699.The horizontal coordinates were established by classical geodetic methods AD6699.and adjusted by the National Geodetic Survey in May 1991. AD6699 AD6699 AD6699.The Laplace correction was computed from DEFLEC99 derived deflections. AD6699 AD6699.The geoid height was determined by GEOID99. AD6699 AD6699; North East Units Scale Converg. AD6699;SPC FL E - 250,151.700 278,510.876 MT 1.00001725 +0 21 10.1 AD6699;UTM 17 - 2,941,198.331 578,484.088 MT 0.99967605 +0 21 10.1 AD6699 AD6699 SUPERSEDED SURVEY CONTROL AD6699 AD6699 NAD 83(1986)- 26 35 21.77461(N) 080 12 42.51857(W) AD( ) 4 AD6699 NAD 27 - 26 35 20.52456(N) 080 12 43.35368(W) AD( ) 3 AD6699 AD6699.Superseded values are not recommended for survey control. AD6699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6699.See file dsdata.txt to determine how the superseded data were derived. AD6699 AD6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7848441198(NAD 83) AD6699_MARKER: 42 = RADIO/TV MAST AD6699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6699+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 AD6699 AD6699 HISTORY - Date Condition Report By AD6699 HISTORY - 1970 FIRST OBSERVED NGS AD6699 HISTORY - 19950317 GOOD USPSQD AD6699 HISTORY - 19950505 GOOD USPSQD AD6699 HISTORY - 20010331 GOOD NGS AD6699 HISTORY - 20020204 GOOD USPSQD AD6699 HISTORY - 20030401 GOOD USPSQD AD6699 AD6699 STATION DESCRIPTION AD6699 AD6699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6699'THE STATION IS LOCATED 9-1/2 MILES WEST OF LANTANA. IT IS THE AD6699'WEST ONE OF TWO GUYED MAST PAINTED ALTERNATELY RED AND WHITE, AD6699'OWNED AND OPERATED BY WPTV CHANNEL 5 IN WEST PALM BEACH AND IS AD6699'APPROXIMATELY 1031 FEET HIGH. AD6699' AD6699'THE EAST MAST IS APPROXIMATELY THE SAME HEIGHT, IT IS OWNED AND AD6699'OPERATED BY WEAT TV CHANNEL 12 IN WEST PALM BEACH. AD6699' AD6699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441 AND AD6699'98 ABOUT 4-1/2 MILES EAST OF LOXAHATCHEE, GO SOUTH ON U.S. HIGHWAY AD6699'441 FOR 6.3 MILES TO THE STATION ON THE RIGHT. AD6699' AD6699'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST. AD6699 AD6699 STATION RECOVERY (1995) AD6699 AD6699'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6699'RECOVERED IN GOOD CONDITION. AD6699 AD6699 STATION RECOVERY (1995) AD6699 AD6699'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6699'RECOVERED IN GOOD CONDITION. AD6699 AD6699 STATION RECOVERY (2001) AD6699 AD6699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6699'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AD6699 AD6699 STATION RECOVERY (2002) AD6699 AD6699'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6699'RECOVERED IN GOOD CONDITION. AD6699 AD6699 STATION RECOVERY (2003) AD6699 AD6699'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6699'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 DF4762 *********************************************************************** DF4762 DESIGNATION - LZ 240 DF4762 PID - DF4762 DF4762 STATE/COUNTY- FL/PALM BEACH DF4762 USGS QUAD - DF4762 DF4762 *CURRENT SURVEY CONTROL DF4762 ___________________________________________________________________ DF4762* NAD 83(1999)- 26 54 06.52565(N) 080 47 20.32903(W) ADJUSTED DF4762* NAVD 88 - 7.92 (meters) 26.0 (feet) GPS OBS DF4762 ___________________________________________________________________ DF4762 X - 911,092.594 (meters) COMP DF4762 Y - -5,618,408.567 (meters) COMP DF4762 Z - 2,868,509.779 (meters) COMP DF4762 LAPLACE CORR- -2.08 (seconds) DEFLEC99 DF4762 ELLIP HEIGHT- -17.53 (meters) (03/28/03) GPS OBS DF4762 GEOID HEIGHT- -25.45 (meters) GEOID99 DF4762 DF4762 HORZ ORDER - FIRST DF4762 ELLP ORDER - FIFTH CLASS II DF4762 DF4762.The horizontal coordinates were established by GPS observations DF4762.and adjusted by the FL DEPT OF ENV PRO in March 2003. DF4762 DF4762.The orthometric height was determined by GPS observations and a DF4762.high-resolution geoid model using precise GPS observation and DF4762.processing techniques. DF4762 DF4762.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF4762 DF4762.The Laplace correction was computed from DEFLEC99 derived deflections. DF4762 DF4762.The ellipsoidal height was determined by GPS observations DF4762.and is referenced to NAD 83. DF4762 DF4762.The geoid height was determined by GEOID99. DF4762 DF4762; North East Units Scale Converg. DF4762;SPC FL E - 284,542.732 220,961.694 MT 0.99994660 +0 05 43.7 DF4762;UTM 17 - 2,975,577.629 520,954.542 MT 0.99960542 +0 05 43.7 DF4762 DF4762 SUPERSEDED SURVEY CONTROL DF4762 DF4762.No superseded survey control is available for this station. DF4762 DF4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2095575578(NAD 83) DF4762_MARKER: B = BOLT DF4762_SETTING: 0 = CARRIAGE BOLT DF4762_MAGNETIC: O = OTHER; SEE DESCRIPTION DF4762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF4762+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001 DF4762 DF4762 HISTORY - Date Condition Report By DF4762 HISTORY - 20010401 MONUMENTED FLDEP DF4762 DF4762 STATION DESCRIPTION DF4762 DF4762'DESCRIBED BY FL DEPT OF ENV PRO 2001 (RWH) DF4762'THE STATION IS ABOUT 23.6 MI SOUTH-SOUTHWEST OF OKEECHOBEE, A BOAT OR DF4762'HELICOPTER DF4762'EQUIPPED WITH GPS IS NEEDED TO REACH THIS STATION. DF4762' DF4762'TO REACH THE STATION FROM THE CITY HALL IN OKEECHOBEE, GO WEST ON DF4762'STATE ROAD 70 FOR 0.1 DF4762'MI TO THE INTERSECTION OF U.S. HIGHWAY 441, U.S. HIGHWAY 98, TURN LEFT DF4762'ON U.S. HIGHWAY 441, DF4762'U.S. HIGHWAY 98 AND GO SOUTH FOR 3.15 MI TO THE JUNCTION OF STATE ROAD DF4762'78 ON THE RIGHT, DF4762'TURN LEFT AND GO NORTHEAST ON U.S. HIGHWAY 441, U.S. HIGHWAY 98 FOR DF4762'2.15 MI TO THE EAST DF4762'END OF THE BRIDGE OVER TAYLOR CREEK AND THE JUNCTION OF A DIRT ROAD ON DF4762'THE RIGHT, TURN DF4762'RIGHT ON THE DIRT ROAD AND GO SOUTH THEN WEST THEN SOUTH AGAIN FOR 0.2 DF4762'MI TO THE DF4762'TAYLOR CREEK ACCESS AREA BOAT RAMP ON THE RIGHT, NOW BY BOAT GO DF4762'SOUTH-SOUTHEAST DF4762'(157 DEGREES) FOR 0.05 MI TO S-193 LOCK, PASSING THROUGH THE LOCK INTO DF4762'LAKE OKEECHOBEE DF4762'GO SOUTH-SOUTHEAST (166 DEGREES) FOR 1.0 MI TO NAVIGATION MARKS NUMBER DF4762'1 (GREEN) ON THE DF4762'RIGHT AND NUMBER 2 (RED) ON THE LEFT, NOW GO SOUTH (174 DEGREES) FOR DF4762'3.8 MI TO A TWO DF4762'STORY STRUCTURE WITH FOUR YELLOW NAVIGATION SIGNS (ONE PER SIDE) WITH DF4762'THE LETTER C IN DF4762'THE MIDDLE, CONTINUE SOUTH (184 DEGREES) FOR 3.9 MI TO NAVIGATION DF4762'TOWER NUMBER 2 (RED), DF4762'CONTINUE SOUTH (179 DEGREES) FOR 12.5 MI TO A SECOND TWO STORY DF4762'STRUCTURE WITH FOUR DF4762'YELLOW NAVIGATION SIGNS (ONE PER SIDE) WITH THE LETTER B IN THE MIDDLE DF4762'AND THE STATION DF4762'ON THE SECOND LEVEL OF THE PLATFORM (9.0 FT SQUARE AND ENCLOSED WITHIN DF4762'A LOCKED DF4762'CHAINLINK FENCE) A CENTER PUNCH HOLE IN A FIVE EIGHTHS OF AN INCH DF4762'GALVANIZED STEEL DF4762'CARRIAGE BOLT ATTACHED TO THE GALVANIZED STEEL GRATING OF THE DF4762'PLATFORM. DF4762' DF4762'LOCATED IN THE CENTER OF THE GRATING OVER A 2.0 FT SQUARE CONCRETE DF4762'PILING THAT DF4762'SUPPORTS THE SECOND STORY OF THE STRUCTURE, 6.6 FT BELOW THE LEVEL OF DF4762'THE BIRD WIRE DF4762'NETTING THAT COVER THE TOP OF THE UPPER PLATFORM, 1.6 FT EAST OF THE DF4762'EAST CENTER EDGE DF4762'OF THE LADDER AND 0.55 FT ABOVE THE CONCRETE PILING. DF4762' DF4762'NOTE COMBINATIONS FOR LOCK CAN BE OBTAIN FROM SOUTH FLORIDA WATER DF4762'MANAGEMENT DF4762'DISTRICT 1-800-432-2045. DF4762' DF4762' DF4762' DF4762' DF4762' 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2804 *********************************************************************** AD2804 DESIGNATION - M 233 AD2804 PID - AD2804 AD2804 STATE/COUNTY- FL/PALM BEACH AD2804 USGS QUAD - PALM BEACH (1983) AD2804 AD2804 *CURRENT SURVEY CONTROL AD2804 ___________________________________________________________________ AD2804* NAD 83(1986)- 26 39 52. (N) 080 03 28. (W) SCALED AD2804* NAVD 88 - 5.149 (meters) 16.89 (feet) ADJUSTED AD2804 ___________________________________________________________________ AD2804 GEOID HEIGHT- -26.36 (meters) GEOID99 AD2804 DYNAMIC HT - 5.142 (meters) 16.87 (feet) COMP AD2804 MODELED GRAV- 979,116.2 (mgal) NAVD 88 AD2804 AD2804 VERT ORDER - FIRST CLASS I AD2804 AD2804.The horizontal coordinates were scaled from a topographic map and have AD2804.an estimated accuracy of +/- 6 seconds. AD2804 AD2804.The orthometric height was determined by differential leveling AD2804.and adjusted by the National Geodetic Survey in September 1992. AD2804 AD2804.The geoid height was determined by GEOID99. AD2804 AD2804.The dynamic height is computed by dividing the NAVD 88 AD2804.geopotential number by the normal gravity value computed on the AD2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2804.degrees latitude (g = 980.6199 gals.). AD2804 AD2804.The modeled gravity was interpolated from observed gravity values. AD2804 AD2804; North East Units Estimated Accuracy AD2804;SPC FL E - 258,570. 293,790. MT (+/- 180 meters Scaled) AD2804 AD2804 SUPERSEDED SURVEY CONTROL AD2804 AD2804 NGVD 29 - 5.615 (m) 18.42 (f) ADJUSTED 1 1 AD2804 AD2804.Superseded values are not recommended for survey control. AD2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2804.See file dsdata.txt to determine how the superseded data were derived. AD2804 AD2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK937496(NAD 83) AD2804_MARKER: DB = BENCH MARK DISK AD2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2804_STAMPING: M 233 1965 AD2804_MARK LOGO: CGS AD2804_MAGNETIC: N = NO MAGNETIC MATERIAL AD2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2804+STABILITY: SURFACE MOTION AD2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2804+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003 AD2804 AD2804 HISTORY - Date Condition Report By AD2804 HISTORY - 1965 MONUMENTED CGS AD2804 HISTORY - 1973 GOOD NGS AD2804 HISTORY - 1983 GOOD USPSQD AD2804 HISTORY - 1987 GOOD USPSQD AD2804 HISTORY - 19910114 GOOD NGS AD2804 HISTORY - 19920317 GOOD NGS AD2804 HISTORY - 20030401 GOOD USPSQD AD2804 AD2804 STATION DESCRIPTION AD2804 AD2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2804'AT WEST PALM BEACH. AD2804'AT WEST PALM BEACH, ABOUT 3.7 MILES SOUTH ALONG THE FLORIDA EAST AD2804'COAST RAILWAY FROM THE PASSENGER STATION, ABOUT 0.35 MILE NORTH AD2804'OF MILEPOST 303, NEAR THE CROSSING OF BUNKER ROAD, IN SECTION AD2804'3, R 43 E, T 44 S, BETWEEN THE SIDEWALK AND THE CURB OF BUNKER AD2804'ROAD, 149.0 FEET EAST OF THE EAST RAIL OF THE NORTHBOUND MAIN AD2804'TRACK, 120.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE AD2804'BUILDING HOUSING GERMAN MOTORS INC., 2.5 FEET SOUTH OF THE SOUTH AD2804'CURB OF THE ROAD, 3.3 FEET NORTH OF THE NORTH EDGE OF THE AD2804'SIDEWALK, 1.2 FEET SOUTH OF A SIGN READING NO PARKING, ABOUT LEVEL AD2804'WITH THE CURB AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH AD2804'THE GROUND. NOTE-- THE RAILWAY PASSENGER STATION NO LONGER AD2804'EXISTS. AD2804 AD2804 STATION RECOVERY (1973) AD2804 AD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2804'RECOVERED IN GOOD CONDITION. AD2804 AD2804 STATION RECOVERY (1983) AD2804 AD2804'RECOVERY NOTE BY US POWER SQUADRON 1983 AD2804'RECOVERED IN GOOD CONDITION. AD2804 AD2804 STATION RECOVERY (1987) AD2804 AD2804'RECOVERY NOTE BY US POWER SQUADRON 1987 (JSS) AD2804'RECOVERED IN GOOD CONDITION. AD2804 AD2804 STATION RECOVERY (1991) AD2804 AD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2804'IN WEST PALM BEACH, AT THE INTERSECTION OF THE FLORIDA EAST COAST AD2804'RAILROAD AND BUNKER ROAD, 45.3 M (148.6 FT) EAST OF THE NEAR RAIL, AD2804'36.7 M (120.4 FT) WEST OF THE NORTHWEST CORNER OF THE PALM BEACH BODY AD2804'SHOP, 26.9 M (88.3 FT) EAST OF THE EXTENDED CENTER OF NORTON AVENUE, AD2804'21.6 M (70.9 FT) EAST OF A CHAIN-LINK FENCE CORNER, 7.5 M (24.6 FT) AD2804'SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 2.6 M (8.5 FT) NORTH OF AD2804'A WITNESS POST AND FENCE, 1.1 M (3.6 FT) NORTH OF THE NORTH EDGE OF A AD2804'SIDEWALK, 0.9 M (3.0 FT) SOUTH OF A CURB, AND THE MONUMENT IS FLUSH AD2804'WITH THE GROUND SURFACE. AD2804 AD2804 STATION RECOVERY (1992) AD2804 AD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD2804'IN WEST PALM BEACH, AT THE INTERSECTION OF THE FLORIDA EAST COAST AD2804'RAILROAD AND BUNKER ROAD, 45.3 M (148.6 FT) EAST OF THE NEAR RAIL, AD2804'36.7 M (120.4 FT) WEST OF THE NORTHWEST CORNER OF THE PALM BEACH BODY AD2804'SHOP, 26.9 M (88.3 FT) EAST OF THE EXTENDED CENTER OF NORTON AVENUE, AD2804'21.6 M (70.9 FT) EAST OF A CHAIN-LINK FENCE CORNER, 7.5 M (24.6 FT) AD2804'SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 2.6 M (8.5 FT) NORTH OF AD2804'A WITNESS POST AND FENCE, 1.1 M (3.6 FT) NORTH OF THE NORTH EDGE OF A AD2804'SIDEWALK, 0.9 M (3.0 FT) SOUTH OF THE SOUTH CURB OF THE ROAD, AND THE AD2804'MONUMENT IS FLUSH WITH THE GROUND SURFACE. AD2804 AD2804 STATION RECOVERY (2003) AD2804 AD2804'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2804'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AJ3546 *********************************************************************** AJ3546 DESIGNATION - MC 1 AJ3546 PID - AJ3546 AJ3546 STATE/COUNTY- FL/PALM BEACH AJ3546 USGS QUAD - LAKE HARBOR SE (1970) AJ3546 AJ3546 *CURRENT SURVEY CONTROL AJ3546 ___________________________________________________________________ AJ3546* NAD 83(1986)- 26 34 47. (N) 080 50 43. (W) SCALED AJ3546* NAVD 88 - 6.296 (meters) 20.66 (feet) ADJUSTED AJ3546 ___________________________________________________________________ AJ3546 GEOID HEIGHT- -24.81 (meters) GEOID99 AJ3546 DYNAMIC HT - 6.286 (meters) 20.62 (feet) COMP AJ3546 MODELED GRAV- 979,089.1 (mgal) NAVD 88 AJ3546 AJ3546 VERT ORDER - SECOND CLASS I AJ3546 AJ3546.The horizontal coordinates were scaled from a topographic map and have AJ3546.an estimated accuracy of +/- 6 seconds. AJ3546 AJ3546.The orthometric height was determined by differential leveling AJ3546.and adjusted by the National Geodetic Survey in September 2001. AJ3546 AJ3546.The geoid height was determined by GEOID99. AJ3546 AJ3546.The dynamic height is computed by dividing the NAVD 88 AJ3546.geopotential number by the normal gravity value computed on the AJ3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3546.degrees latitude (g = 980.6199 gals.). AJ3546 AJ3546.The modeled gravity was interpolated from observed gravity values. AJ3546 AJ3546; North East Units Estimated Accuracy AJ3546;SPC FL E - 248,850. 215,410. MT (+/- 180 meters Scaled) AJ3546 AJ3546 SUPERSEDED SURVEY CONTROL AJ3546 AJ3546.No superseded survey control is available for this station. AJ3546 AJ3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK154398(NAD 83) AJ3546_MARKER: DD = SURVEY DISK AJ3546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3546_STAMPING: BM MC 1 2000 AJ3546_MARK LOGO: SFLWMD AJ3546_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3546+STABILITY: SURFACE MOTION AJ3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3546+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000 AJ3546 AJ3546 HISTORY - Date Condition Report By AJ3546 HISTORY - 2000 MONUMENTED SFLWMD AJ3546 HISTORY - 20000301 GOOD FLDEP AJ3546 HISTORY - 20021111 GOOD NGS AJ3546 AJ3546 STATION DESCRIPTION AJ3546 AJ3546'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM) AJ3546'THE MARK IS ABOUT 12.6 MI (20.3 KM) SOUTHWEST OF SOUTHBAY, 8.2 MI AJ3546'(13.2 KM) SOUTH OF LAKE HARBOR (ON THE EAST LEVEE ROAD OF THE MIAMI AJ3546'CANAL), IN SECTION 16, TOWNSHIP 45 SOUTH, RANGE 35 EAST. TO REACH THE AJ3546'MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH AJ3546'BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION AJ3546'OF COUNTY ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO AJ3546'WEST FOR 4.8 MI (7.7 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON AJ3546'COUNTY ROAD 827 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF MIAMI CANAL AJ3546'(EAST SIDE), TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR 2.15 MI AJ3546'(3.46 KM) TO THE MARK ON THE LEFT, A SFWMD ALUMINUM DISK SET IN AJ3546'CONCRETE RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND AJ3546'LEVEL WITH THE LEVEE ROAD. LOCATED 185.5 FT (56.5 M) SOUTH OF THE AJ3546'APPROXIMATE CENTERLINE OF A ROAD LEADING SOUTHEAST THEN EAST ON THE AJ3546'SOUTH SIDE OF A CANAL, 50.0 FT (15.2 M) EAST OF THE APPROXIMATE AJ3546'CENTERLINE OF THE LEVEE ROAD, 24.0 FT (7.3 M) EAST OF A POWER POLE AND AJ3546'2.0 FT (0.6 M) WEST OF A SFWMD WITNESS POST. AJ3546 AJ3546 STATION RECOVERY (2002) AJ3546 AJ3546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AJ3546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6701 *********************************************************************** AD6701 DESIGNATION - MELALE S 1 PBCSD 1970 AD6701 PID - AD6701 AD6701 STATE/COUNTY- FL/PALM BEACH AD6701 USGS QUAD - GREENACRES CITY (1983) AD6701 AD6701 *CURRENT SURVEY CONTROL AD6701 ___________________________________________________________________ AD6701* NAD 83(1990)- 26 36 28.56297(N) 080 07 49.20671(W) ADJUSTED AD6701* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD6701 ___________________________________________________________________ AD6701 LAPLACE CORR- -3.46 (seconds) DEFLEC99 AD6701 GEOID HEIGHT- -25.98 (meters) GEOID99 AD6701 AD6701 HORZ ORDER - SECOND AD6701 AD6701.The horizontal coordinates were established by classical geodetic methods AD6701.and adjusted by the National Geodetic Survey in May 1991. AD6701 AD6701.The NAVD 88 height was computed by applying the VERTCON shift value to AD6701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6701 AD6701.The Laplace correction was computed from DEFLEC99 derived deflections. AD6701 AD6701.The geoid height was determined by GEOID99. AD6701 AD6701; North East Units Scale Converg. AD6701;SPC FL E - 252,259.957 286,612.731 MT 1.00003376 +0 23 22.3 AD6701;UTM 17 - 2,943,305.868 586,583.179 MT 0.99969255 +0 23 22.3 AD6701 AD6701: Primary Azimuth Mark Grid Az AD6701:SPC FL E - MELALE 091 15 52.3 AD6701:UTM 17 - MELALE 091 15 52.3 AD6701 AD6701|---------------------------------------------------------------------| AD6701| PID Reference Object Distance Geod. Az | AD6701| dddmmss.s | AD6701| AD6702 MELALE S 1 PBCSD A PT 10.394 METERS 05326 | AD6701| AD6670 MELALE APPROX. 1.6 KM 0913914.6 | AD6701|---------------------------------------------------------------------| AD6701 AD6701 SUPERSEDED SURVEY CONTROL AD6701 AD6701 NAD 83(1986)- 26 36 28.56744(N) 080 07 49.21490(W) AD( ) 2 AD6701 NAD 27 - 26 36 27.32074(N) 080 07 50.05761(W) AD( ) 2 AD6701 NGVD 29 - 5.7 (m) 19. (f) VERT ANG AD6701 AD6701.Superseded values are not recommended for survey control. AD6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6701.See file dsdata.txt to determine how the superseded data were derived. AD6701 AD6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8658343306(NAD 83) AD6701_MARKER: DD = SURVEY DISK AD6701_SETTING: 0 = UNSPECIFIED SETTING AD6701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6701+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003 AD6701 AD6701 HISTORY - Date Condition Report By AD6701 HISTORY - 1970 MONUMENTED FL-099 AD6701 HISTORY - 20020205 GOOD USPSQD AD6701 HISTORY - 20030401 GOOD USPSQD AD6701 AD6701 STATION DESCRIPTION AD6701 AD6701'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6701'THE SATELLITE STATION IS LOCATED ABOUT 5 MILES WEST SOUTHWEST OF AD6701'DOWNTOWN LAKE WORTH, ABOUT 3/4 MILE SOUTH OF LAKE WORTH ROAD, AND AD6701'ABOUT 1 MILE WEST OF MILITARY TRAIL. AD6701' AD6701'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF MILITARY AD6701'TRAIL (S.R. 809) AND SOUTHERN BOULEVARD (S.R. 80), GO SOUTH ON AD6701'MILITARY TRAIL FOR 4.7 MILES TO MELALEUCA LANE. TURN RIGHT AND AD6701'GO 1.05 MILES WEST ON MELALEUCA LANE TO STATION SITE SITUATED ON AD6701'THE NORTHEAST CORNER OF SIDEWALK ON CONCRETE BRIDGE OVER THE E-3 AD6701'CANAL. AD6701' AD6701'ALL POINTS USED ARE CONVERTED CORPS OF ENGINEERS, PALM BEACH AD6701'COUNTY, BRASS DISKS. AD6701' AD6701'SATELLITE, STAMPED MELALE S-1, 1970, IS 15.3 FEET NORTH OF THE AD6701'CENTERLINE OF MELALEUCA LANE AND 2.85 FEET WEST FROM EAST END OF AD6701'CONCRETE SIDEWALK. AD6701' AD6701'AZ. MK 1, STAPED MELALE S-1, A-1, 1970, IS .35 MILE EAST OF AD6701'SATELLITE. POINT IS SET IN THE SOUTHWEST CORNER OF A CONCRETE AD6701'CULVERT ON SOUTH SIDE OF MELALEUCA LANE. POINT IS 30.25 FEET AD6701'SOUTH OF CENTERLINE AND 42.40 FEET NORTHWEST OF AN 18 IN PINE AD6701'TREE. AD6701' AD6701'NOTE--SATELLITE MELALE S-1 IS TIED TO TRIANGULATION STATION MELALE. AD6701 AD6701 STATION RECOVERY (2002) AD6701 AD6701'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6701'RECOVERED IN GOOD CONDITION. AD6701 AD6701 STATION RECOVERY (2003) AD6701 AD6701'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6701'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8168 *********************************************************************** AD8168 DESIGNATION - MI 1 AD8168 PID - AD8168 AD8168 STATE/COUNTY- FL/PALM BEACH AD8168 USGS QUAD - LAKE HARBOR (1970) AD8168 AD8168 *CURRENT SURVEY CONTROL AD8168 ___________________________________________________________________ AD8168* NAD 83(1986)- 26 38 18. (N) 080 49 42. (W) SCALED AD8168* NAVD 88 - 5.539 (meters) 18.17 (feet) ADJUSTED AD8168 ___________________________________________________________________ AD8168 GEOID HEIGHT- -24.84 (meters) GEOID99 AD8168 DYNAMIC HT - 5.530 (meters) 18.14 (feet) COMP AD8168 MODELED GRAV- 979,097.7 (mgal) NAVD 88 AD8168 AD8168 VERT ORDER - FIRST CLASS II AD8168 AD8168.The horizontal coordinates were scaled from a topographic map and have AD8168.an estimated accuracy of +/- 6 seconds. AD8168 AD8168.The orthometric height was determined by differential leveling AD8168.and adjusted by the National Geodetic Survey in October 1999. AD8168 AD8168.The geoid height was determined by GEOID99. AD8168 AD8168.The dynamic height is computed by dividing the NAVD 88 AD8168.geopotential number by the normal gravity value computed on the AD8168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8168.degrees latitude (g = 980.6199 gals.). AD8168 AD8168.The modeled gravity was interpolated from observed gravity values. AD8168 AD8168; North East Units Estimated Accuracy AD8168;SPC FL E - 255,350. 217,090. MT (+/- 180 meters Scaled) AD8168 AD8168 SUPERSEDED SURVEY CONTROL AD8168 AD8168 NGVD 29 - 5.975 (m) 19.60 (f) ADJUSTED 1 2 AD8168 AD8168.Superseded values are not recommended for survey control. AD8168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8168.See file dsdata.txt to determine how the superseded data were derived. AD8168 AD8168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK170463(NAD 83) AD8168_MARKER: DD = SURVEY DISK AD8168_SETTING: 32 = RETAINING WALL AD8168_STAMPING: MI-1 BM AD8168_MARK LOGO: NONE AD8168_MAGNETIC: N = NO MAGNETIC MATERIAL AD8168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8168+STABILITY: SURFACE MOTION AD8168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8168+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1996 AD8168 AD8168 HISTORY - Date Condition Report By AD8168 HISTORY - UNK MONUMENTED SFLWMD AD8168 HISTORY - 19920317 GOOD NGS AD8168 HISTORY - 19961002 GOOD FLDEP AD8168 HISTORY - 20021111 GOOD NGS AD8168 AD8168 STATION DESCRIPTION AD8168 AD8168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8168'6.6 KM (4.10 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8168'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, IN TOP AD8168'OF AND NEAR THE SOUTH CORNER OF THE SOUTHEAST CONCRETE WINGWALL OF A AD8168'FLORIDA EAST COAST RAILROAD BRIDGE SPANNING THE MIAMI CANAL, 41.8 M AD8168'(137.1 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 6.5 M (21.3 AD8168'FT) SOUTH OF THE NEAR RAIL, AND 0.1 M (0.3 FT) NORTHWEST OF THE AD8168'SOUTHEAST EDGE OF THE WINGWALL. AD8168 AD8168 STATION RECOVERY (1996) AD8168 AD8168'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ) AD8168'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTHWEST OF BELLE GLADE, 10.4 MI AD8168'(16.7 KM) SOUTHEAST OF CLEWISTON IN SECTION 27, TOWNSHIP 44 SOUTH, AD8168'RANGE 35 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE HARBOR, AD8168'GO SOUTH ON THE MIAMI CANAL ROAD (WEST SIDE OF CANAL) FOR 0.65 MI AD8168'(1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTH ON THE MIAMI AD8168'CANAL ROAD FOR 3.4 MI (5.5 KM) TO A RAILROAD TRACK CROSSING (BRIDGE AD8168'USED FOR CARS AND TRAINS) AND THE MARK ON THE LEFT, SET FLUSH IN THE AD8168'SOUTHEAST CONCRETE RETAINING WALL OF THE BRIDGE AND ABOUT 0.5 FT (15.2 AD8168'CM) BELOW THE LEVEL OF THE BRIDGE. LOCATED 137.1 FT (41.8 M) EAST OF AD8168'THE APPROXIMATE CENTERLINE OF THE MIAMI CANAL ROAD (WEST SIDE OF AD8168'CANAL) , 39.4 FT (12.0 M) WEST OF THE APPROXIMATE CENTERLINE OF THE AD8168'MIAMI CANAL ROAD (EAST SIDE OF CANAL) , 21.3 FT (6.5 M) SOUTH OF THE AD8168'SOUTH RAIL OF THE TRACKS AND 0.3 FT (9.1 CM) NORTHWEST OF THE AD8168'SOUTHEAST EDGE OF THE RETAINING WALL. AD8168 AD8168 STATION RECOVERY (2002) AD8168 AD8168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8168'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2909 *********************************************************************** AD2909 DESIGNATION - N 232 AD2909 PID - AD2909 AD2909 STATE/COUNTY- FL/PALM BEACH AD2909 USGS QUAD - RIVIERA BEACH (1983) AD2909 AD2909 *CURRENT SURVEY CONTROL AD2909 ___________________________________________________________________ AD2909* NAD 83(1986)- 26 46 26. (N) 080 03 47. (W) SCALED AD2909* NAVD 88 - 4.998 (meters) 16.40 (feet) ADJUSTED AD2909 ___________________________________________________________________ AD2909 GEOID HEIGHT- -26.68 (meters) GEOID99 AD2909 DYNAMIC HT - 4.990 (meters) 16.37 (feet) COMP AD2909 MODELED GRAV- 979,115.2 (mgal) NAVD 88 AD2909 AD2909 VERT ORDER - FIRST CLASS I AD2909 AD2909.The horizontal coordinates were scaled from a topographic map and have AD2909.an estimated accuracy of +/- 6 seconds. AD2909 AD2909.The orthometric height was determined by differential leveling AD2909.and adjusted by the National Geodetic Survey in June 1991. AD2909 AD2909.The geoid height was determined by GEOID99. AD2909 AD2909.The dynamic height is computed by dividing the NAVD 88 AD2909.geopotential number by the normal gravity value computed on the AD2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2909.degrees latitude (g = 980.6199 gals.). AD2909 AD2909.The modeled gravity was interpolated from observed gravity values. AD2909 AD2909; North East Units Estimated Accuracy AD2909;SPC FL E - 270,700. 293,180. MT (+/- 180 meters Scaled) AD2909 AD2909 SUPERSEDED SURVEY CONTROL AD2909 AD2909 NGVD 29 - 5.461 (m) 17.92 (f) ADJ UNCH 1 1 AD2909 AD2909.Superseded values are not recommended for survey control. AD2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2909.See file dsdata.txt to determine how the superseded data were derived. AD2909 AD2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931617(NAD 83) AD2909_MARKER: DB = BENCH MARK DISK AD2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2909_STAMPING: N 232 1965 AD2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2909+STABILITY: SURFACE MOTION AD2909 AD2909 HISTORY - Date Condition Report By AD2909 HISTORY - 1965 MONUMENTED CGS AD2909 HISTORY - 19910117 MARK NOT FOUND NGS AD2909 HISTORY - 20020415 MARK NOT FOUND USPSQD AD2909 HISTORY - 20030415 MARK NOT FOUND USPSQD AD2909 AD2909 STATION DESCRIPTION AD2909 AD2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2909'1.8 MI S FROM LAKE PARK. AD2909'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AD2909'THE CROSSING OF PARK AVENUE AT LAKE PARK, IN SECTION 33, R 43 E, AD2909'T 42 S, 0.1 MILE SOUTH OF MILEPOST 295, NEAR THE CROSSING OF AD2909'FLAGER STREET, 88 FEET SOUTHWEST OF THE CENTER OF THE CROSSING AD2909'87 FEET SOUTH OF THE CENTER LINE OF FLAGER STREET, 23 1/2 FEET AD2909'EAST OF THE CENTER LINE OF DIXIE HIGHWAY, 28.5 FEET WEST OF THE AD2909'WEST RAIL, 3 FEET EAST OF A POWER LINE POLE, 1.5 FEET NORTH OF A AD2909'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP AD2909'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE AD2909'GROUND. MARK MAY BE REACHED BY GOING 3.85 MILES NORTH ALONG THE AD2909'FLORIDA EAST COAST RAILWAY FROM THE PASSENGER STATION AT WEST AD2909'PALM BEACH. NOTE-- FLAGER STREET IS NOW 13TH ST. W. AD2909 AD2909 STATION RECOVERY (1991) AD2909 AD2909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2909'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD2909 AD2909 STATION RECOVERY (2002) AD2909 AD2909'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2909'MARK NOT FOUND. AD2909 AD2909 STATION RECOVERY (2003) AD2909 AD2909'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2909'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8428 *********************************************************************** AD8428 DESIGNATION - NASSAU AD8428 PID - AD8428 AD8428 STATE/COUNTY- FL/PALM BEACH AD8428 USGS QUAD - GREENACRES CITY (1983) AD8428 AD8428 *CURRENT SURVEY CONTROL AD8428 ___________________________________________________________________ AD8428* NAD 83(1999)- 26 37 03.56647(N) 080 09 54.34703(W) ADJUSTED AD8428* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8428 ___________________________________________________________________ AD8428 X - 974,636.159 (meters) COMP AD8428 Y - -5,622,119.756 (meters) COMP AD8428 Z - 2,840,396.092 (meters) COMP AD8428 LAPLACE CORR- -3.05 (seconds) DEFLEC99 AD8428 ELLIP HEIGHT- -20.54 (meters) (07/06/01) GPS OBS AD8428 GEOID HEIGHT- -25.89 (meters) GEOID99 AD8428 AD8428 HORZ ORDER - FIRST AD8428 ELLP ORDER - FOURTH CLASS II AD8428 AD8428.The horizontal coordinates were established by GPS observations AD8428.and adjusted by the National Geodetic Survey in July 2001. AD8428 AD8428.The NAVD 88 height was computed by applying the VERTCON shift value to AD8428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8428 AD8428.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8428 AD8428.The Laplace correction was computed from DEFLEC99 derived deflections. AD8428 AD8428.The ellipsoidal height was determined by GPS observations AD8428.and is referenced to NAD 83. AD8428 AD8428.The geoid height was determined by GEOID99. AD8428 AD8428; North East Units Scale Converg. AD8428;SPC FL E - 253,314.200 283,143.567 MT 1.00002649 +0 22 26.7 AD8428;UTM 17 - 2,944,359.752 583,115.199 MT 0.99968528 +0 22 26.7 AD8428 AD8428 SUPERSEDED SURVEY CONTROL AD8428 AD8428 NAD 83(1990)- 26 37 03.56547(N) 080 09 54.34554(W) AD( ) 1 AD8428 ELLIP HT - -20.53 (m) (08/13/93) GP( ) 4 1 AD8428 NAD 83(1990)- 26 37 03.56517(N) 080 09 54.34606(W) AD( ) 1 AD8428 ELLIP HT - -20.53 (m) (03/31/93) GP( ) 4 1 AD8428 NGVD 29 - 5.8 (m) 19. (f) GPS OBS AD8428 AD8428.Superseded values are not recommended for survey control. AD8428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8428.See file dsdata.txt to determine how the superseded data were derived. AD8428 AD8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8311544360(NAD 83) AD8428_MARKER: DD = SURVEY DISK AD8428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8428_STAMPING: NASSAU AD8428_MARK LOGO: FL-099 AD8428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8428+STABILITY: SURFACE MOTION AD8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8428+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8428 AD8428 HISTORY - Date Condition Report By AD8428 HISTORY - UNK MONUMENTED FL-099 AD8428 HISTORY - 19910810 GOOD ADRGS AD8428 HISTORY - 20001206 MARK NOT FOUND USPSQD AD8428 HISTORY - 20020128 MARK NOT FOUND USPSQD AD8428 HISTORY - 20030402 MARK NOT FOUND USPSQD AD8428 AD8428 STATION DESCRIPTION AD8428 AD8428'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8428'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY TRAIL (STATE AD8428'ROUTE 809) AND LAKE WORTH ROAD (STATE ROUTE 802), GO WEST ON LAKE AD8428'WORTH ROAD FOR 3.3 MI (5.31 KM) TO NASSAU ROAD TO THE NORTH AND OHIO AD8428'ROAD TO THE SOUTH, AND THE STATION IN THE NORTHWEST QUADRANT OF THE AD8428'INTERSECTION. THE STATION IS JUST SOUTH OF THE SOUTH EDGE OF THE AD8428'CONCRETE SIDEWALK ON THE NORTH SIDE OF LAKEWORTH ROAD, AND 2 FEET AD8428'WEST OF THE WEST EDGE OF PAVEMENT OF NASSAU ROAD. AD8428'THE STATION IS SOUTHEAST 66.75 FT (20.35 M) FROM A NAIL AND TIN TAB 3 AD8428'FEET UP THE EAST SIDE OF A POWER POLE, SOUTHEAST 40.03 FT (12.20 M) AD8428'FROM A NAIL AND TIN TAB SET AT THE CENTER OF THE SOUTH END OF A SIGN AD8428'FOR THE WORTHINGTON CLUB, AND EAST 62.35 FT (19.00 M) FROM A PK AND AD8428'TIN TAB 1 FEET UP THE SOUTH FACE OF A POWER POLE. AD8428 AD8428 STATION RECOVERY (2000) AD8428 AD8428'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8428'EXTRA TURN LANE ADDED TO WEST SIDE OF NASSAU ROAD. BOLT IN ROAD AT AD8428'APPROX LOCATION OF STATION. AD8428 AD8428 STATION RECOVERY (2002) AD8428 AD8428'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8428'MARK NOT FOUND. AD8428 AD8428 STATION RECOVERY (2003) AD8428 AD8428'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8428'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6597 *********************************************************************** AD6597 DESIGNATION - OKEE AD6597 PID - AD6597 AD6597 STATE/COUNTY- FL/PALM BEACH AD6597 USGS QUAD - PALM BEACH (1983) AD6597 AD6597 *CURRENT SURVEY CONTROL AD6597 ___________________________________________________________________ AD6597* NAD 83(1990)- 26 42 19.89322(N) 080 03 34.90887(W) ADJUSTED AD6597* NAVD 88 - 7. (meters) 23. (feet) SCALED AD6597 ___________________________________________________________________ AD6597 LAPLACE CORR- -4.53 (seconds) DEFLEC99 AD6597 GEOID HEIGHT- -26.46 (meters) GEOID99 AD6597 AD6597 HORZ ORDER - SECOND AD6597 AD6597.The horizontal coordinates were established by classical geodetic methods AD6597.and adjusted by the National Geodetic Survey in May 1991. AD6597 AD6597.The orthometric height was scaled from a topographic map. AD6597 AD6597.The Laplace correction was computed from DEFLEC99 derived deflections. AD6597 AD6597.The geoid height was determined by GEOID99. AD6597 AD6597; North East Units Scale Converg. AD6597;SPC FL E - 263,122.955 293,568.570 MT 1.00004922 +0 25 21.4 AD6597;UTM 17 - 2,954,165.160 593,536.644 MT 0.99970801 +0 25 21.4 AD6597 AD6597|---------------------------------------------------------------------| AD6597| PID Reference Object Distance Geod. Az | AD6597| dddmmss.s | AD6597| CW9794 OKEE RM 22.750 METERS 04747 | AD6597| AD6598 OKEE ECC 1924 29.437 METERS 29337 | AD6597|---------------------------------------------------------------------| AD6597 AD6597 SUPERSEDED SURVEY CONTROL AD6597 AD6597 NAD 83(1986)- 26 42 19.89764(N) 080 03 34.91726(W) AD( ) 2 AD6597 NAD 27 - 26 42 18.66355(N) 080 03 35.76922(W) AD( ) 2 AD6597 AD6597.Superseded values are not recommended for survey control. AD6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6597.See file dsdata.txt to determine how the superseded data were derived. AD6597 AD6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9353754165(NAD 83) AD6597_MARKER: DS = TRIANGULATION STATION DISK AD6597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6597 AD6597 HISTORY - Date Condition Report By AD6597 HISTORY - 1924 MONUMENTED CGS AD6597 HISTORY - 1929 GOOD CGS AD6597 HISTORY - 1944 GOOD CGS AD6597 HISTORY - 1960 GOOD CGS AD6597 HISTORY - 19910115 MARK NOT FOUND NGS AD6597 HISTORY - 20020401 MARK NOT FOUND USPSQD AD6597 HISTORY - 20030408 MARK NOT FOUND USPSQD AD6597 AD6597 STATION DESCRIPTION AD6597 AD6597'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (EBR) AD6597'THIS TRAVERSE STATION WAS NOT OCCUPIED. INSTEAD, OKEE ECCENTRIC AD6597'WHERE A SIGNAL 7.5 METERS HIGH WAS BUILT, WAS OCCUPIED. THIS AD6597'ELEVATION IS NECESSARY TO SEE RAIL. STATION IS AT INTERSECTION AD6597'OF OKEECHOBEE ROAD AND LAKE AVENUE, 8 INCHES S OF S SIDEWALK ON AD6597'OKEECHOBEE ROAD, AND 1 METER E OF PROPERTY LINE OF E SIDE OF AD6597'LAKE AVENUE. AD6597' AD6597'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE AD6597'DISKS SET IN CONCRETE. AD6597' AD6597'REFERENCE MARK TO NE, ACROSS OKEECHOBEE ROAD IN CORNER OF AD6597'INTERSECTION OF SIDEWALK WITH CONCRETE DRIVEWAY ENTERING GARAGE OF AD6597'WEST PALM BEACH AUTO WRECKING COMPANY. AD6597 AD6597 STATION RECOVERY (1929) AD6597 AD6597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (JS) AD6597'DESCRIPTION IS ADEQUATE EXCEPT THAT FILLING STATION HAS BEEN AD6597'BUILT ON PROPERTY MENTIONED. A HOLE HAS BEEN LEFT IN THE AD6597'CONCRETE SIDEWALK OVER THE STATION MARK. NO ATTEMPT WAS MADE TO AD6597'LOCATE THE REFERENCE MARKS. AD6597 AD6597 STATION RECOVERY (1944) AD6597 AD6597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RLS) AD6597'STATION WAS FOUND AS DESCRIBED, DESCRIPTION ADEQUATE EXCEPT FOR AD6597'THE FOLLOWING DISCREPANCIES AND ADDITIONS-- AD6597' AD6597'1. 8 INCHES S -- SHOULD BE -- 1.0 FOOT S. AD6597' AD6597'2. DELETE -- 1 METER E OF PROPERTY LINE ON E SIDE OF LAKE AVENUE. AD6597' AD6597'3. GARAGE OF WEST PALM BEACH AUTO WRECKING COMPANY -- SHOULD AD6597'BE -- BRIGHTON RUG COMPANY. AD6597' AD6597'4. STATION IS 2.12 METERS S OF S CURB OF OKEECHOBEE ROAD, 3.55 AD6597'METERS E OF E CURB OF LAKE AVENUE, 11.1 METERS E OF CENTER LINE AD6597'OF LAKE AVENUE, 7.6 METERS S OF CENTER LINE OF OKEECHOBEE ROAD, AD6597'AND 1.0 FOOT NE OF METAL LIGHT POST. AD6597' AD6597'5. REFERENCE MARK 1 IS A 12-INCH SQUARE CONCRETE MONUMENT SET AD6597'FLUSH WITH THE SIDEWALK. IT IS 7.8 METERS N OF CENTER LINE OF AD6597'THE OKEECHOBEE ROAD AND IS STAMPED OKEE NO 1 1923. AD6597 AD6597 STATION RECOVERY (1960) AD6597 AD6597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC) AD6597'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6597'CONDITION. AD6597 AD6597 STATION RECOVERY (1991) AD6597 AD6597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD6597'THE ORIGINAL DESCRIPTION STATES THAT ACCESS TO THE DISK IS THROUGH A AD6597'HOLE IN A SIDEWALK. THE HOLE WAS FOUND FILLED WITH CONCRETE. AD6597 AD6597 STATION RECOVERY (2002) AD6597 AD6597'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6597'MARK NOT FOUND. AD6597 AD6597 STATION RECOVERY (2003) AD6597 AD6597'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6597'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6598 *********************************************************************** AD6598 DESIGNATION - OKEE ECC 1924 AD6598 PID - AD6598 AD6598 STATE/COUNTY- FL/PALM BEACH AD6598 USGS QUAD - PALM BEACH (1983) AD6598 AD6598 *CURRENT SURVEY CONTROL AD6598 ___________________________________________________________________ AD6598* NAD 83(1990)- 26 42 20.27649(N) 080 03 35.88456(W) ADJUSTED AD6598* NAVD 88 - 7. (meters) 23. (feet) SCALED AD6598 ___________________________________________________________________ AD6598 LAPLACE CORR- -4.53 (seconds) DEFLEC99 AD6598 GEOID HEIGHT- -26.46 (meters) GEOID99 AD6598 AD6598 HORZ ORDER - SECOND AD6598 AD6598.The horizontal coordinates were established by classical geodetic methods AD6598.and adjusted by the National Geodetic Survey in May 1991. AD6598 AD6598.The orthometric height was scaled from a topographic map. AD6598 AD6598.The Laplace correction was computed from DEFLEC99 derived deflections. AD6598 AD6598.The geoid height was determined by GEOID99. AD6598 AD6598; North East Units Scale Converg. AD6598;SPC FL E - 263,134.552 293,541.512 MT 1.00004916 +0 25 21.0 AD6598;UTM 17 - 2,954,176.754 593,509.596 MT 0.99970795 +0 25 21.0 AD6598 AD6598: Primary Azimuth Mark Grid Az AD6598:SPC FL E - RAIL 092 16 18.8 AD6598:UTM 17 - RAIL 092 16 18.8 AD6598 AD6598|---------------------------------------------------------------------| AD6598| PID Reference Object Distance Geod. Az | AD6598| dddmmss.s | AD6598| AD2821 RAIL 440.979 METERS 0924139.8 | AD6598| AD6597 OKEE 29.437 METERS 11337 | AD6598|---------------------------------------------------------------------| AD6598 AD6598 SUPERSEDED SURVEY CONTROL AD6598 AD6598 NAD 83(1986)- 26 42 20.28090(N) 080 03 35.89294(W) AD( ) 2 AD6598 NAD 27 - 26 42 19.04682(N) 080 03 36.74489(W) AD( ) 2 AD6598 AD6598.Superseded values are not recommended for survey control. AD6598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6598.See file dsdata.txt to determine how the superseded data were derived. AD6598 AD6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9351054177(NAD 83) AD6598_MARKER: Z = SEE DESCRIPTION AD6598_SETTING: 0 = UNSPECIFIED SETTING AD6598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6598 AD6598 HISTORY - Date Condition Report By AD6598 HISTORY - 1924 MONUMENTED CGS AD6598 HISTORY - 20020408 MARK NOT FOUND USPSQD AD6598 HISTORY - 20030408 MARK NOT FOUND USPSQD AD6598 AD6598 STATION DESCRIPTION AD6598 AD6598'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 AD6598'SEE STATION OKEE. AD6598 AD6598 STATION RECOVERY (2002) AD6598 AD6598'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6598'WENT TO LOCATION USING GPS AND NOTHING FOUND AD6598 AD6598 STATION RECOVERY (2003) AD6598 AD6598'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6598'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8431 *********************************************************************** AD8431 DESIGNATION - OKEE SR 7 AD8431 PID - AD8431 AD8431 STATE/COUNTY- FL/PALM BEACH AD8431 USGS QUAD - PALM BEACH FARMS (1983) AD8431 AD8431 *CURRENT SURVEY CONTROL AD8431 ___________________________________________________________________ AD8431* NAD 83(1999)- 26 42 32.59556(N) 080 12 03.06625(W) ADJUSTED AD8431* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8431 ___________________________________________________________________ AD8431 X - 970,354.055 (meters) COMP AD8431 Y - -5,618,248.748 (meters) COMP AD8431 Z - 2,849,445.730 (meters) COMP AD8431 LAPLACE CORR- -2.71 (seconds) DEFLEC99 AD8431 ELLIP HEIGHT- -20.71 (meters) (07/06/01) GPS OBS AD8431 GEOID HEIGHT- -26.00 (meters) GEOID99 AD8431 AD8431 HORZ ORDER - FIRST AD8431 ELLP ORDER - FOURTH CLASS II AD8431 AD8431.The horizontal coordinates were established by GPS observations AD8431.and adjusted by the National Geodetic Survey in July 2001. AD8431 AD8431.The NAVD 88 height was computed by applying the VERTCON shift value to AD8431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8431 AD8431.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8431 AD8431.The Laplace correction was computed from DEFLEC99 derived deflections. AD8431 AD8431.The ellipsoidal height was determined by GPS observations AD8431.and is referenced to NAD 83. AD8431 AD8431.The geoid height was determined by GEOID99. AD8431 AD8431; North East Units Scale Converg. AD8431;SPC FL E - 263,418.069 279,519.356 MT 1.00001921 +0 21 33.1 AD8431;UTM 17 - 2,954,460.174 579,492.224 MT 0.99967801 +0 21 33.1 AD8431 AD8431 SUPERSEDED SURVEY CONTROL AD8431 AD8431 NAD 83(1990)- 26 42 32.59483(N) 080 12 03.06433(W) AD( ) 1 AD8431 ELLIP HT - -20.71 (m) (08/13/93) GP( ) 4 1 AD8431 NAD 83(1990)- 26 42 32.59435(N) 080 12 03.06506(W) AD( ) 1 AD8431 ELLIP HT - -20.70 (m) (03/31/93) GP( ) 4 1 AD8431 NGVD 29 - 5.8 (m) 19. (f) GPS OBS AD8431 AD8431.Superseded values are not recommended for survey control. AD8431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8431.See file dsdata.txt to determine how the superseded data were derived. AD8431 AD8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7949254460(NAD 83) AD8431_MARKER: DD = SURVEY DISK AD8431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8431_STAMPING: OKEE SR-7 AD8431_MARK LOGO: FL-099 AD8431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8431+STABILITY: SURFACE MOTION AD8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8431+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8431 AD8431 HISTORY - Date Condition Report By AD8431 HISTORY - UNK MONUMENTED FL-099 AD8431 HISTORY - 19910810 GOOD ADRGS AD8431 HISTORY - 20020318 MARK NOT FOUND USPSQD AD8431 HISTORY - 20030407 MARK NOT FOUND USPSQD AD8431 AD8431 STATION DESCRIPTION AD8431 AD8431'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8431'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AD8431'OKEECHOBEE BOULEVARD (STATE ROUTE 704) AND STATE ROUTE 7. AD8431'THE STATION IS NORTHWEST 22.38 FT (6.82 M) FROM AN X-CUT ON THE AD8431'NORTHWEST SIDE OF A CONCRETE TRAFFIC LIGHT POLE, NORTHWEST 101.04 FT AD8431'(30.80 M) FROM A NAIL AND TIN TAB IN AN 8 INCH PINE, AND NORTH 65.76 AD8431'FT (20.04 M) FROM THREE VERTICAL PUNCH HOLES IN A SIGN POST WITH A AD8431'WITNESS SIGN. AD8431 AD8431 STATION RECOVERY (2002) AD8431 AD8431'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8431'MARK NOT FOUND. AD8431 AD8431 STATION RECOVERY (2003) AD8431 AD8431'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8431'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8432 *********************************************************************** AD8432 DESIGNATION - OKEE SSP AD8432 PID - AD8432 AD8432 STATE/COUNTY- FL/PALM BEACH AD8432 USGS QUAD - PALM BEACH FARMS (1983) AD8432 AD8432 *CURRENT SURVEY CONTROL AD8432 ___________________________________________________________________ AD8432* NAD 83(1999)- 26 42 27.70829(N) 080 08 26.60975(W) ADJUSTED AD8432* NAVD 88 - 12.6 (meters) 41. (feet) VERTCON AD8432 ___________________________________________________________________ AD8432 X - 976,262.029 (meters) COMP AD8432 Y - -5,617,300.193 (meters) COMP AD8432 Z - 2,849,314.543 (meters) COMP AD8432 LAPLACE CORR- -3.22 (seconds) DEFLEC99 AD8432 ELLIP HEIGHT- -13.63 (meters) (07/06/01) GPS OBS AD8432 GEOID HEIGHT- -26.17 (meters) GEOID99 AD8432 AD8432 HORZ ORDER - FIRST AD8432 ELLP ORDER - FOURTH CLASS II AD8432 AD8432.The horizontal coordinates were established by GPS observations AD8432.and adjusted by the National Geodetic Survey in July 2001. AD8432 AD8432.The NAVD 88 height was computed by applying the VERTCON shift value to AD8432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8432 AD8432.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8432 AD8432.The Laplace correction was computed from DEFLEC99 derived deflections. AD8432 AD8432.The ellipsoidal height was determined by GPS observations AD8432.and is referenced to NAD 83. AD8432 AD8432.The geoid height was determined by GEOID99. AD8432 AD8432; North East Units Scale Converg. AD8432;SPC FL E - 263,306.572 285,503.555 MT 1.00003140 +0 23 10.4 AD8432;UTM 17 - 2,954,348.715 585,474.382 MT 0.99969019 +0 23 10.4 AD8432 AD8432 SUPERSEDED SURVEY CONTROL AD8432 AD8432 NAD 83(1990)- 26 42 27.70758(N) 080 08 26.60762(W) AD( ) 1 AD8432 ELLIP HT - -13.63 (m) (08/13/93) GP( ) 4 1 AD8432 NAD 83(1990)- 26 42 27.70703(N) 080 08 26.60866(W) AD( ) 1 AD8432 ELLIP HT - -13.61 (m) (03/31/93) GP( ) 4 1 AD8432 NGVD 29 - 13.0 (m) 43. (f) GPS OBS AD8432 AD8432.Superseded values are not recommended for survey control. AD8432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8432.See file dsdata.txt to determine how the superseded data were derived. AD8432 AD8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8547454349(NAD 83) AD8432_MARKER: DD = SURVEY DISK AD8432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8432_STAMPING: OKEE SSP AD8432_MARK LOGO: FL-099 AD8432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8432+STABILITY: SURFACE MOTION AD8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8432+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 AD8432 AD8432 HISTORY - Date Condition Report By AD8432 HISTORY - UNK MONUMENTED FL-099 AD8432 HISTORY - 19910810 GOOD ADRGS AD8432 HISTORY - 20020318 GOOD USPSQD AD8432 HISTORY - 20030407 GOOD USPSQD AD8432 AD8432 STATION DESCRIPTION AD8432 AD8432'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8432'THE STATION IS LOCATED AT THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8432'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), ON THE SOUTH AD8432'EDGE OF THE WEST BOUND LANE OF OKEECHOBEE BOULEVARD AND THE EAST END AD8432'OF THE OVERPASS OVER THE FLORIDA TURNPIKE. THE STATION IS IN THE AD8432'NORTHEAST CURB HEADER OF THE MEDIAN. AD8432'THE STATION IS WEST 11.55 FT (3.52 M) FROM AN X-CUT IN THE TOP OF THE AD8432'BACK OF THE 10TH GUARDRAIL POST FROM THE BRIDGE, EAST 14.70 FT AD8432'(4.48 M) FROM AN X-CUT IN THE TOP OF A CONCRETE WALL, AND NORTHEAST AD8432'30.22 FT (9.21 M) FROM AN X-CUT IN THE TOP OF A CONCRETE WALL. AD8432 AD8432 STATION RECOVERY (2002) AD8432 AD8432'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8432'RECOVERED IN GOOD CONDITION. AD8432 AD8432 STATION RECOVERY (2003) AD8432 AD8432'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8432'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8031 *********************************************************************** AD8031 DESIGNATION - P 402 AD8031 PID - AD8031 AD8031 STATE/COUNTY- FL/PALM BEACH AD8031 USGS QUAD - PALM BEACH (1983) AD8031 AD8031 *CURRENT SURVEY CONTROL AD8031 ___________________________________________________________________ AD8031* NAD 83(1986)- 26 42 22. (N) 080 02 52. (W) SCALED AD8031* NAVD 88 - 1.634 (meters) 5.36 (feet) ADJUSTED AD8031 ___________________________________________________________________ AD8031 GEOID HEIGHT- -26.52 (meters) GEOID99 AD8031 DYNAMIC HT - 1.631 (meters) 5.35 (feet) COMP AD8031 MODELED GRAV- 979,118.7 (mgal) NAVD 88 AD8031 AD8031 VERT ORDER - FIRST CLASS II AD8031 AD8031.The horizontal coordinates were scaled from a topographic map and have AD8031.an estimated accuracy of +/- 6 seconds. AD8031 AD8031.The orthometric height was determined by differential leveling AD8031.and adjusted by the National Geodetic Survey in May 1994. AD8031 AD8031.The geoid height was determined by GEOID99. AD8031 AD8031.The dynamic height is computed by dividing the NAVD 88 AD8031.geopotential number by the normal gravity value computed on the AD8031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8031.degrees latitude (g = 980.6199 gals.). AD8031 AD8031.The modeled gravity was interpolated from observed gravity values. AD8031 AD8031; North East Units Estimated Accuracy AD8031;SPC FL E - 263,200. 294,750. MT (+/- 180 meters Scaled) AD8031 AD8031 SUPERSEDED SURVEY CONTROL AD8031 AD8031 NGVD 29 - 2.098 (m) 6.88 (f) ADJUSTED 1 2 AD8031 AD8031.Superseded values are not recommended for survey control. AD8031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8031.See file dsdata.txt to determine how the superseded data were derived. AD8031 AD8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK947542(NAD 83) AD8031_MARKER: DV = VERTICAL CONTROL DISK AD8031_SETTING: 38 = ABUTMENT AD8031_STAMPING: P 402 1991 AD8031_MARK LOGO: NGS AD8031_MAGNETIC: N = NO MAGNETIC MATERIAL AD8031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD8031+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8031 AD8031 HISTORY - Date Condition Report By AD8031 HISTORY - 1991 MONUMENTED NGS AD8031 HISTORY - 20020219 MARK NOT FOUND USPSQD AD8031 HISTORY - 20030411 MARK NOT FOUND USPSQD AD8031 AD8031 STATION DESCRIPTION AD8031 AD8031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 AD8031'IN PALM BEACH, AT THE INTERSECTION OF THE LAKE WORTH INTERCOASTAL AD8031'WATERWAY AND LAKEVIEW AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE AD8031'WEST ABUTMENT OF THE AVENUE BRIDGE SPANNING THE WATERWAY, 12.3 M AD8031'(40.4 FT) EAST OF THE WEST END OF THE NORTH BRIDGE RAIL, AND 1.8 M AD8031'(5.9 FT) BELOW THE LEVEL OF THE AVENUE. AD8031 AD8031 STATION RECOVERY (2002) AD8031 AD8031'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8031'BRIDGE DEMOLISHED. NEW BRIDGE TO BE BUILT AT SAME LOCATION. WEST END AD8031'OF BRIDGE IS IN WEST PALM BEACH, NOT PALM BEACH. AD8031 AD8031 STATION RECOVERY (2003) AD8031 AD8031'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8031'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2852 *********************************************************************** AD2852 DESIGNATION - PALM BEACH AD2852 PID - AD2852 AD2852 STATE/COUNTY- FL/PALM BEACH AD2852 USGS QUAD - PALM BEACH (1983) AD2852 AD2852 *CURRENT SURVEY CONTROL AD2852 ___________________________________________________________________ AD2852* NAD 83(1986)- 26 42 19. (N) 080 02 00. (W) SCALED AD2852* NAVD 88 - 4.057 (meters) 13.31 (feet) ADJUSTED AD2852 ___________________________________________________________________ AD2852 GEOID HEIGHT- -26.58 (meters) GEOID99 AD2852 DYNAMIC HT - 4.051 (meters) 13.29 (feet) COMP AD2852 MODELED GRAV- 979,117.2 (mgal) NAVD 88 AD2852 AD2852 VERT ORDER - FIRST CLASS II AD2852 AD2852.The horizontal coordinates were scaled from a topographic map and have AD2852.an estimated accuracy of +/- 6 seconds. AD2852 AD2852.The orthometric height was determined by differential leveling AD2852.and adjusted by the National Geodetic Survey in June 1991. AD2852.WARNING-Repeat measurements at this control monument indicate possible AD2852.vertical movement. AD2852 AD2852.The geoid height was determined by GEOID99. AD2852 AD2852.The dynamic height is computed by dividing the NAVD 88 AD2852.geopotential number by the normal gravity value computed on the AD2852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2852.degrees latitude (g = 980.6199 gals.). AD2852 AD2852.The modeled gravity was interpolated from observed gravity values. AD2852 AD2852; North East Units Estimated Accuracy AD2852;SPC FL E - 263,120. 296,190. MT (+/- 180 meters Scaled) AD2852 AD2852 SUPERSEDED SURVEY CONTROL AD2852 AD2852 NGVD 29 - 4.519 (m) 14.83 (f) ADJ UNCH 1 2 AD2852 AD2852.Superseded values are not recommended for survey control. AD2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2852.See file dsdata.txt to determine how the superseded data were derived. AD2852 AD2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK961541(NAD 83) AD2852_MARKER: DB = BENCH MARK DISK AD2852_SETTING: 30 = MEDIAN STRIP AD2852_STAMPING: PALM BEACH 1932 AD2852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2852 AD2852 HISTORY - Date Condition Report By AD2852 HISTORY - 1932 MONUMENTED CGS AD2852 HISTORY - 1970 GOOD NGS AD2852 HISTORY - 1973 MARK NOT FOUND NGS AD2852 HISTORY - 1983 GOOD USPSQD AD2852 HISTORY - 1988 MARK NOT FOUND USPSQD AD2852 HISTORY - 20020219 MARK NOT FOUND USPSQD AD2852 HISTORY - 20030411 MARK NOT FOUND USPSQD AD2852 AD2852 STATION DESCRIPTION AD2852 AD2852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AD2852'AT PALM BEACH. AD2852'AT PALM BEACH, 0.2 MILE EAST ALONG ROYAL PALM WAY FROM THE AD2852'INTERSECTION OF NORTH COUNTY ROAD, AT THE INTERSECTION OF ROYAL AD2852'PALM WAY AND OCEAN BLVD, IN THE MEDIAN BETWEEN THE TWO LANES AD2852'OF ROYAL PALM WAY, 74.7 FEET WEST-NORTHWEST OF AND ACROSS OCEAN AD2852'BLVD FROM BENCH MARK TR 13 (USE) DESCRIBED, 22 FEET SOUTHEAST AD2852'OF A FIRE HYDRANT, 18.4 FEET NORTH OF THE NORTH CURB OF THE AD2852'EASTBOUND LANE OF ROYAL PALM WAY, 10.4 FEET WEST OF THE EAST AD2852'EDGE OF THE ROUNDED CURB AT THE EAST END OF THE MEDIAN, 1 FOOT AD2852'BELOW THE LEVEL OF THE BLVD, 1/2 FOOT BELOW THE LEVEL OF THE AD2852'GROUND, ACCESS TO WHICH IS HAD THRU A 5-INCH METAL PIPE WITH AD2852'A WOODEN COVER. NOTE-- A SEARCH WAS MADE AND A COVER OVER THE AD2852'PIPE WAS FOUND BOLTED IN PLACE. NO EFFORT WAS MADE TO REMOVE AD2852'THE COVER AS WE DIDNT WANT TO DIG UP THE LANDSCAPING IN THE AD2852'MEDIAN STRIP, BUT MARK IS BELIEVED TO EXIST. AD2852 AD2852 STATION RECOVERY (1973) AD2852 AD2852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2852'MARK NOT FOUND. AD2852 AD2852 STATION RECOVERY (1983) AD2852 AD2852'RECOVERY NOTE BY US POWER SQUADRON 1983 AD2852'RECOVERED IN GOOD CONDITION AS DESCRIBED. AD2852 AD2852 STATION RECOVERY (1988) AD2852 AD2852'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM) AD2852'MARK NOT FOUND. AD2852 AD2852 STATION RECOVERY (2002) AD2852 AD2852'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2852'MARK NOT FOUND. AD2852 AD2852 STATION RECOVERY (2003) AD2852 AD2852'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2852'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8435 *********************************************************************** AD8435 DESIGNATION - PALOMINO AD8435 PID - AD8435 AD8435 STATE/COUNTY- FL/PALM BEACH AD8435 USGS QUAD - PALM BEACH FARMS (1983) AD8435 AD8435 *CURRENT SURVEY CONTROL AD8435 ___________________________________________________________________ AD8435* NAD 83(1999)- 26 37 42.32512(N) 080 12 14.79990(W) ADJUSTED AD8435* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8435 ___________________________________________________________________ AD8435 X - 970,716.736 (meters) COMP AD8435 Y - -5,622,255.633 (meters) COMP AD8435 Z - 2,841,462.631 (meters) COMP AD8435 LAPLACE CORR- -2.72 (seconds) DEFLEC99 AD8435 ELLIP HEIGHT- -20.23 (meters) (07/06/01) GPS OBS AD8435 GEOID HEIGHT- -25.80 (meters) GEOID99 AD8435 AD8435 HORZ ORDER - FIRST AD8435 ELLP ORDER - FOURTH CLASS II AD8435 AD8435.The horizontal coordinates were established by GPS observations AD8435.and adjusted by the National Geodetic Survey in July 2001. AD8435 AD8435.The NAVD 88 height was computed by applying the VERTCON shift value to AD8435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8435 AD8435.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8435 AD8435.The Laplace correction was computed from DEFLEC99 derived deflections. AD8435 AD8435.The ellipsoidal height was determined by GPS observations AD8435.and is referenced to NAD 83. AD8435 AD8435.The geoid height was determined by GEOID99. AD8435 AD8435; North East Units Scale Converg. AD8435;SPC FL E - 254,482.303 279,250.724 MT 1.00001869 +0 21 24.3 AD8435;UTM 17 - 2,945,527.456 579,223.684 MT 0.99967749 +0 21 24.3 AD8435 AD8435 SUPERSEDED SURVEY CONTROL AD8435 AD8435 NAD 83(1990)- 26 37 42.32416(N) 080 12 14.79828(W) AD( ) 1 AD8435 ELLIP HT - -20.22 (m) (08/13/93) GP( ) 4 1 AD8435 NAD 83(1990)- 26 37 42.32383(N) 080 12 14.79892(W) AD( ) 1 AD8435 ELLIP HT - -20.22 (m) (03/31/93) GP( ) 4 1 AD8435 NGVD 29 - 6.1 (m) 20. (f) GPS OBS AD8435 AD8435.Superseded values are not recommended for survey control. AD8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8435.See file dsdata.txt to determine how the superseded data were derived. AD8435 AD8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7922445527(NAD 83) AD8435_MARKER: DD = SURVEY DISK AD8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8435_STAMPING: PALOMINO AD8435_MARK LOGO: FL-099 AD8435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8435+STABILITY: SURFACE MOTION AD8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8435+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8435 AD8435 HISTORY - Date Condition Report By AD8435 HISTORY - UNK MONUMENTED FL-099 AD8435 HISTORY - 19910810 GOOD ADRGS AD8435 HISTORY - 20020130 GOOD USPSQD AD8435 HISTORY - 20030402 GOOD USPSQD AD8435 AD8435 STATION DESCRIPTION AD8435 AD8435'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8435'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8435'ROUTE 802) AND STATE ORUTE 7 (US HIGHWAY 441), GO NORTH ON STATE AD8435'ROUTE 7 FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT, 1.75 FT AD8435'(0.53 M) EAST OF THE EAST GUARDRAILS ON STATE ROUTE 7 AND 65 FEET AD8435'NORTH OF THE CENTERLINE OF PALOMINO DRIVE BRIDGE CROSSING A CANAL TO AD8435'THE EAST. AD8435'THE STATION IS SOUTH 15.28 FT (4.66 M) FROM A NAIL AND TIN TAB SET IN AD8435'THE TOP OF A WOODEN GUARDRAIL POST, NORTHEAST 16.92 FT (5.16 M) FROM AD8435'A CONCRETE SECTION CORNER MONUMENT WITH A PALM BEACH COUNTY BRASS AD8435'DISK STAMPED 24/19, AND NORTH 42.78 FT (13.04 M) FROM AN X-CUT ON AD8435'THE NORTHWEST CORNER OF THE NORTH BRIDGE ABUTMENT OF THE PALOMINO AD8435'DRIVE BRIDGE ACROSS A CANAL. AD8435 AD8435 STATION RECOVERY (2002) AD8435 AD8435'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8435'RECOVERED IN GOOD CONDITION. AD8435 AD8435 STATION RECOVERY (2003) AD8435 AD8435'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8435'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8438 *********************************************************************** AD8438 DESIGNATION - PBF 10 AD8438 PID - AD8438 AD8438 STATE/COUNTY- FL/PALM BEACH AD8438 USGS QUAD - PALM BEACH FARMS (1983) AD8438 AD8438 *CURRENT SURVEY CONTROL AD8438 ___________________________________________________________________ AD8438* NAD 83(1999)- 26 41 04.05639(N) 080 10 27.31847(W) ADJUSTED AD8438* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8438 ___________________________________________________________________ AD8438 X - 973,170.890 (meters) COMP AD8438 Y - -5,619,004.207 (meters) COMP AD8438 Z - 2,847,011.327 (meters) COMP AD8438 LAPLACE CORR- -2.91 (seconds) DEFLEC99 AD8438 ELLIP HEIGHT- -20.48 (meters) (07/06/01) GPS OBS AD8438 GEOID HEIGHT- -26.01 (meters) GEOID99 AD8438 AD8438 HORZ ORDER - FIRST AD8438 ELLP ORDER - FOURTH CLASS II AD8438 AD8438.The horizontal coordinates were established by GPS observations AD8438.and adjusted by the National Geodetic Survey in July 2001. AD8438 AD8438.The NAVD 88 height was computed by applying the VERTCON shift value to AD8438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8438 AD8438.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8438 AD8438.The Laplace correction was computed from DEFLEC99 derived deflections. AD8438 AD8438.The ellipsoidal height was determined by GPS observations AD8438.and is referenced to NAD 83. AD8438 AD8438.The geoid height was determined by GEOID99. AD8438 AD8438; North East Units Scale Converg. AD8438;SPC FL E - 260,709.920 282,183.608 MT 1.00002453 +0 22 15.0 AD8438;UTM 17 - 2,951,752.948 582,155.567 MT 0.99968333 +0 22 15.0 AD8438 AD8438: Primary Azimuth Mark Grid Az AD8438:SPC FL E - PBF 12 238 44 25.6 AD8438:UTM 17 - PBF 12 238 44 25.6 AD8438 AD8438|---------------------------------------------------------------------| AD8438| PID Reference Object Distance Geod. Az | AD8438| dddmmss.s | AD8438| AD8441 PBF 12 APPROX. 1.0 KM 2390640.6 | AD8438| AD8440 PBF 11 APPROX. 1.6 KM 2523251.5 | AD8438|---------------------------------------------------------------------| AD8438 AD8438 SUPERSEDED SURVEY CONTROL AD8438 AD8438 NAD 83(1990)- 26 41 04.05566(N) 080 10 27.31639(W) AD( ) 1 AD8438 ELLIP HT - -20.49 (m) (08/13/93) GP( ) 4 1 AD8438 NAD 83(1990)- 26 41 04.05514(N) 080 10 27.31739(W) AD( ) 1 AD8438 ELLIP HT - -20.47 (m) (03/31/93) GP( ) 4 1 AD8438 NGVD 29 - 6.0 (m) 20. (f) GPS OBS AD8438 AD8438.Superseded values are not recommended for survey control. AD8438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8438.See file dsdata.txt to determine how the superseded data were derived. AD8438 AD8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8215651753(NAD 83) AD8438_MARKER: DD = SURVEY DISK AD8438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8438_STAMPING: PBF 10 AD8438_MARK LOGO: ADRGS AD8438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8438+STABILITY: SURFACE MOTION AD8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8438+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8438 AD8438 HISTORY - Date Condition Report By AD8438 HISTORY - 1991 MONUMENTED ADRGS AD8438 HISTORY - 20020130 MARK NOT FOUND USPSQD AD8438 HISTORY - 20030402 MARK NOT FOUND USPSQD AD8438 AD8438 STATION DESCRIPTION AD8438 AD8438'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8438'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND AD8438'OKEECHOBEE BOULEVARD, GO SOUTH ON STATE ROUTE 7 FOR 1.2 MI (1.93 KM) AD8438'TO BELVEDERE ROAD. TURN LEFT AND GO EAST ON BELVEDERE ROAD FOR 1.72 MI AD8438'(2.77 KM) TO BENOIST FARMS ROAD. TURN RIGHT AND GO SOUTH ON BENOIST AD8438'FARMS ROAD FOR 0.5 MI (0.80 KM) TO THE STATION ON THE RIGHT, 20 FEET AD8438'NORTH OF AN EAST-WEST CANAL ON THE WEST SIDE OF BENOIST FARMS ROAD AD8438'AND 2.5 FEET WEST OF THE WEST EDGE OF PAVEMENT OF BENOIST FARMS ROAD. AD8438'THE STATION IS SOUTHEAST 39.21 FT (11.95 M) FROM AN X-CUT IN A 2 FEET AD8438'BY 2 FEET CONCRETE PAD FOR A CONCRETE SEWER BOX, NORTHEAST 16.74 FT AD8438'(5.10 M) FROM AN X-CUT IN THE TOP OF A GUARDRAIL H BEAM POST, WEST AD8438'36.22 FT (11.04 M) FROM A NAIL AND TIN TAB IN A 6 INCH BY 6 INCH AD8438'WOODEN SPACER FOR A GUARDRAIL POST, AND EAST 8.70 FT (2.65 M) FROM A AD8438'NAIL AND TIN TAB IN A 6 INCH BY 6 INCH WOOD BLOCK SPACER FOR AD8438'GUARDRAILS. AD8438 AD8438 STATION RECOVERY (2002) AD8438 AD8438'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8438'MARK NOT FOUND. AD8438 AD8438 STATION RECOVERY (2003) AD8438 AD8438'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8438'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8450 *********************************************************************** AD8450 DESIGNATION - PBF 21 AD8450 PID - AD8450 AD8450 STATE/COUNTY- FL/PALM BEACH AD8450 USGS QUAD - PALM BEACH FARMS (1983) AD8450 AD8450 *CURRENT SURVEY CONTROL AD8450 ___________________________________________________________________ AD8450* NAD 83(1999)- 26 37 56.45504(N) 080 09 27.17413(W) ADJUSTED AD8450* NAVD 88 - 5.0 (meters) 16. (feet) VERTCON AD8450 ___________________________________________________________________ AD8450 X - 975,252.029 (meters) COMP AD8450 Y - -5,621,272.157 (meters) COMP AD8450 Z - 2,841,851.026 (meters) COMP AD8450 LAPLACE CORR- -3.11 (seconds) DEFLEC99 AD8450 ELLIP HEIGHT- -21.01 (meters) (07/06/01) GPS OBS AD8450 GEOID HEIGHT- -25.94 (meters) GEOID99 AD8450 AD8450 HORZ ORDER - FIRST AD8450 ELLP ORDER - FOURTH CLASS II AD8450 AD8450.The horizontal coordinates were established by GPS observations AD8450.and adjusted by the National Geodetic Survey in July 2001. AD8450 AD8450.The NAVD 88 height was computed by applying the VERTCON shift value to AD8450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8450 AD8450.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8450 AD8450.The Laplace correction was computed from DEFLEC99 derived deflections. AD8450 AD8450.The ellipsoidal height was determined by GPS observations AD8450.and is referenced to NAD 83. AD8450 AD8450.The geoid height was determined by GEOID99. AD8450 AD8450; North East Units Scale Converg. AD8450;SPC FL E - 254,946.898 283,884.540 MT 1.00002802 +0 22 39.6 AD8450;UTM 17 - 2,945,991.893 583,855.919 MT 0.99968681 +0 22 39.6 AD8450 AD8450: Primary Azimuth Mark Grid Az AD8450:SPC FL E - PBF 24 243 00 39.8 AD8450:UTM 17 - PBF 24 243 00 39.8 AD8450 AD8450|---------------------------------------------------------------------| AD8450| PID Reference Object Distance Geod. Az | AD8450| dddmmss.s | AD8450| AD8453 PBF 24 APPROX. 1.7 KM 2432319.4 | AD8450| AD8452 PBF 23 APPROX. 1.5 KM 2624229.8 | AD8450| AD8451 PBF 22 APPROX. 0.8 KM 3590454.8 | AD8450|---------------------------------------------------------------------| AD8450 AD8450 SUPERSEDED SURVEY CONTROL AD8450 AD8450 NAD 83(1990)- 26 37 56.45419(N) 080 09 27.17250(W) AD( ) 1 AD8450 ELLIP HT - -21.00 (m) (08/13/93) GP( ) 4 1 AD8450 NAD 83(1990)- 26 37 56.45377(N) 080 09 27.17316(W) AD( ) 1 AD8450 ELLIP HT - -21.00 (m) (03/31/93) GP( ) 4 1 AD8450 NGVD 29 - 5.4 (m) 18. (f) GPS OBS AD8450 AD8450.Superseded values are not recommended for survey control. AD8450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8450.See file dsdata.txt to determine how the superseded data were derived. AD8450 AD8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8385645992(NAD 83) AD8450_MARKER: DD = SURVEY DISK AD8450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8450_STAMPING: PBF 21 AD8450_MARK LOGO: ADRGS AD8450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8450+STABILITY: SURFACE MOTION AD8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8450+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8450 AD8450 HISTORY - Date Condition Report By AD8450 HISTORY - 1991 MONUMENTED ADRGS AD8450 HISTORY - 20001208 MARK NOT FOUND USPSQD AD8450 HISTORY - 20020128 MARK NOT FOUND USPSQD AD8450 HISTORY - 20030402 MARK NOT FOUND USPSQD AD8450 AD8450 STATION DESCRIPTION AD8450 AD8450'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8450'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD AD8450'(STATE ROUTE 80, US ROUTE 91) AND STATE ROUTE 7, GO SOUTH ON STATE AD8450'ROUTE 7 FOR 2.1 MI (3.38 KM) TO FOREST HILL BOULEVARD. TURN LEFT AND AD8450'GO EAST ON FOREST HILL BOULEVARD FOR 2.9 MI (4.67 KM) TO PINEHURST AD8450'DRIVE. TURN RIGHT AND GO SOUTH ON PINEHURST DRIVE FOR 1.4 MI AD8450'(2.25 KM) TO THE L-10 CANAL, AND THE STATION ON THE LEFT, 200 FEET AD8450'NORTH OF THE CENTERLINE OF OAKMONT DRIVE, 24 FEET EAST OF THE AD8450'CENTERLINE OF PINEHURST DRIVE, AND 19 FEET SOUTH OF THE CENTERLINE OF AD8450'THE L-10 CANAL. AD8450'THE STATION IS EAST 61.52 FT (18.75 M) FROM A PK AND TIN TAB IN THE AD8450'TOP OF A GUARDRAIL POST AROUND THE CANAL ON THE WEST SIDE OF THE ROAD AD8450', SOUTH 18.76 FT (5.72 M) FROM A PK AND TIN TAB IN THE TOP OF A AD8450'GUARDRAIL POST AROUND THE CANAL ON THE EAST SIDE OF THE ROAD, AND AD8450'NORTHWEST 20.45 FT (6.23 M) FROM A PK AND TIN TAB IN THE TOP OF A AD8450'GUARDRAIL POST AROUND THE CANAL ON THE EAST SIDE OF THE ROAD. AD8450 AD8450 STATION RECOVERY (2000) AD8450 AD8450'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8450'BRIDGE AND SIDEWALK RECONSTRUCTED AND STATION MAY BE UNDER SIDEWALK. AD8450 AD8450 STATION RECOVERY (2002) AD8450 AD8450'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8450'MARK NOT FOUND. AD8450 AD8450 STATION RECOVERY (2003) AD8450 AD8450'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8450'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8452 *********************************************************************** AD8452 DESIGNATION - PBF 23 AD8452 PID - AD8452 AD8452 STATE/COUNTY- FL/PALM BEACH AD8452 USGS QUAD - PALM BEACH FARMS (1983) AD8452 AD8452 *CURRENT SURVEY CONTROL AD8452 ___________________________________________________________________ AD8452* NAD 83(1999)- 26 37 50.13492(N) 080 10 22.10707(W) ADJUSTED AD8452* NAVD 88 - 4.7 (meters) 15. (feet) VERTCON AD8452 ___________________________________________________________________ AD8452 X - 973,769.771 (meters) COMP AD8452 Y - -5,621,617.407 (meters) COMP AD8452 Z - 2,841,677.049 (meters) COMP AD8452 LAPLACE CORR- -2.98 (seconds) DEFLEC99 AD8452 ELLIP HEIGHT- -21.23 (meters) (07/06/01) GPS OBS AD8452 GEOID HEIGHT- -25.89 (meters) GEOID99 AD8452 AD8452 HORZ ORDER - FIRST AD8452 ELLP ORDER - FOURTH CLASS II AD8452 AD8452.The horizontal coordinates were established by GPS observations AD8452.and adjusted by the National Geodetic Survey in July 2001. AD8452 AD8452.The NAVD 88 height was computed by applying the VERTCON shift value to AD8452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8452 AD8452.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8452 AD8452.The Laplace correction was computed from DEFLEC99 derived deflections. AD8452 AD8452.The ellipsoidal height was determined by GPS observations AD8452.and is referenced to NAD 83. AD8452 AD8452.The geoid height was determined by GEOID99. AD8452 AD8452; North East Units Scale Converg. AD8452;SPC FL E - 254,742.458 282,366.352 MT 1.00002490 +0 22 14.9 AD8452;UTM 17 - 2,945,787.522 582,338.249 MT 0.99968370 +0 22 14.9 AD8452 AD8452: Primary Azimuth Mark Grid Az AD8452:SPC FL E - PBF 21 082 19 50.3 AD8452:UTM 17 - PBF 21 082 19 50.3 AD8452 AD8452|---------------------------------------------------------------------| AD8452| PID Reference Object Distance Geod. Az | AD8452| dddmmss.s | AD8452| AD8450 PBF 21 APPROX. 1.5 KM 0824205.2 | AD8452| AD8453 PBF 24 APPROX. 0.6 KM 1792306.5 | AD8452|---------------------------------------------------------------------| AD8452 AD8452 SUPERSEDED SURVEY CONTROL AD8452 AD8452 NAD 83(1990)- 26 37 50.13399(N) 080 10 22.10545(W) AD( ) 1 AD8452 ELLIP HT - -21.23 (m) (08/13/93) GP( ) 4 1 AD8452 NAD 83(1990)- 26 37 50.13363(N) 080 10 22.10609(W) AD( ) 1 AD8452 ELLIP HT - -21.22 (m) (03/31/93) GP( ) 4 1 AD8452 NGVD 29 - 5.2 (m) 17. (f) GPS OBS AD8452 AD8452.Superseded values are not recommended for survey control. AD8452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8452.See file dsdata.txt to determine how the superseded data were derived. AD8452 AD8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8233845788(NAD 83) AD8452_MARKER: DD = SURVEY DISK AD8452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8452_STAMPING: PBF 23 AD8452_MARK LOGO: ADRGS AD8452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8452+STABILITY: SURFACE MOTION AD8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8452+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8452 AD8452 HISTORY - Date Condition Report By AD8452 HISTORY - 1991 MONUMENTED ADRGS AD8452 HISTORY - 20001208 GOOD USPSQD AD8452 HISTORY - 20020128 GOOD USPSQD AD8452 HISTORY - 20030402 GOOD USPSQD AD8452 AD8452 STATION DESCRIPTION AD8452 AD8452'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8452'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8452'ROUTE 802) MILITARY TRAIL (STATE ROUTE 809), GO WEST ON LAKE WORTH AD8452'ROAD FOR 2.9 MI (4.67 KM) TO PINEHURST DRIVE. TURN RIGHT AND GO NORTH AD8452'ON PINEHURST DRIVE FOR 0.9 MI (1.45 KM) TO OAKMONT DRIVE. TURN LEFT AD8452'AND GO WEST ON OAKMONT DRIVE FOR 1.0 MI (1.61 KM) TO PEEBLE BEACH AD8452'DRIVE, AT THE END OF OAKMONT DRIVE. GO SOUTH FOR 380 FEET TO A VACANT AD8452'LOT AND THE STATION ON THE RIGHT, 7 FEET WEST OF THE WEST EDGE OF AD8452'PAVEMENT OF PEEBLE BEACH DRIVE, OPPOSITE THE DRIVEWAY TO HOUSE NUMBER AD8452'3118. AD8452'THE STATION IS SOUTH 39.61 FT (12.07 M) FROM AN X-CUT IN THE EAST AD8452'CORNER OF THE SOUTH END OF A CONCRETE SIDEWALK, WEST 42.42 FT AD8452'(12.93 M) FROM AN X-CUT 0N THE SOUTH EDGE OF THE DRIVEWAY TO HOUSE AD8452'NUMBER 3118 AND THE WEST EDGE OF A CONCRETE SIDEWALK ON THE EAST SIDE AD8452'OF PEBBLE BEACH DRIVE, AND NORTH 63.10 FT (19.23 M) FROM AN X-CUT SET AD8452'IN THE EAST CORNER OF THE NORTH END OF A CONCRETE SIDEWALK. AD8452 AD8452 STATION RECOVERY (2000) AD8452 AD8452'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8452'RECOVERED IN GOOD CONDITION. AD8452 AD8452 STATION RECOVERY (2002) AD8452 AD8452'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8452'RECOVERED IN GOOD CONDITION. AD8452 AD8452 STATION RECOVERY (2003) AD8452 AD8452'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8452'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8453 *********************************************************************** AD8453 DESIGNATION - PBF 24 AD8453 PID - AD8453 AD8453 STATE/COUNTY- FL/PALM BEACH AD8453 USGS QUAD - PALM BEACH FARMS (1983) AD8453 AD8453 *CURRENT SURVEY CONTROL AD8453 ___________________________________________________________________ AD8453* NAD 83(1999)- 26 37 31.81480(N) 080 10 21.88832(W) ADJUSTED AD8453* NAVD 88 - 4.6 (meters) 15. (feet) VERTCON AD8453 ___________________________________________________________________ AD8453 X - 973,818.855 (meters) COMP AD8453 Y - -5,621,865.316 (meters) COMP AD8453 Z - 2,841,172.982 (meters) COMP AD8453 LAPLACE CORR- -2.98 (seconds) DEFLEC99 AD8453 ELLIP HEIGHT- -21.30 (meters) (07/06/01) GPS OBS AD8453 GEOID HEIGHT- -25.88 (meters) GEOID99 AD8453 AD8453 HORZ ORDER - FIRST AD8453 ELLP ORDER - FOURTH CLASS II AD8453 AD8453.The horizontal coordinates were established by GPS observations AD8453.and adjusted by the National Geodetic Survey in July 2001. AD8453 AD8453.The NAVD 88 height was computed by applying the VERTCON shift value to AD8453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8453 AD8453.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8453 AD8453.The Laplace correction was computed from DEFLEC99 derived deflections. AD8453 AD8453.The ellipsoidal height was determined by GPS observations AD8453.and is referenced to NAD 83. AD8453 AD8453.The geoid height was determined by GEOID99. AD8453 AD8453; North East Units Scale Converg. AD8453;SPC FL E - 254,178.654 282,376.052 MT 1.00002492 +0 22 14.7 AD8453;UTM 17 - 2,945,223.910 582,347.945 MT 0.99968372 +0 22 14.7 AD8453 AD8453: Primary Azimuth Mark Grid Az AD8453:SPC FL E - PBF 21 063 00 40.2 AD8453:UTM 17 - PBF 21 063 00 40.2 AD8453 AD8453|---------------------------------------------------------------------| AD8453| PID Reference Object Distance Geod. Az | AD8453| dddmmss.s | AD8453| AD8450 PBF 21 APPROX. 1.7 KM 0632254.9 | AD8453| AD8455 PBF 26 APPROX. 1.2 KM 3091717.2 | AD8453|---------------------------------------------------------------------| AD8453 AD8453 SUPERSEDED SURVEY CONTROL AD8453 AD8453 NAD 83(1990)- 26 37 31.81385(N) 080 10 21.88671(W) AD( ) 1 AD8453 ELLIP HT - -21.30 (m) (08/13/93) GP( ) 4 1 AD8453 NAD 83(1990)- 26 37 31.81351(N) 080 10 21.88734(W) AD( ) 1 AD8453 ELLIP HT - -21.29 (m) (03/31/93) GP( ) 4 1 AD8453 NGVD 29 - 5.1 (m) 17. (f) GPS OBS AD8453 AD8453.Superseded values are not recommended for survey control. AD8453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8453.See file dsdata.txt to determine how the superseded data were derived. AD8453 AD8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8234845224(NAD 83) AD8453_MARKER: DD = SURVEY DISK AD8453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8453_STAMPING: PBF 24 AD8453_MARK LOGO: ADRGS AD8453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8453+STABILITY: SURFACE MOTION AD8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8453+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8453 AD8453 HISTORY - Date Condition Report By AD8453 HISTORY - 1991 MONUMENTED ADRGS AD8453 HISTORY - 20001208 GOOD USPSQD AD8453 HISTORY - 20020128 GOOD USPSQD AD8453 HISTORY - 20030402 GOOD USPSQD AD8453 AD8453 STATION DESCRIPTION AD8453 AD8453'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8453'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8453'ROUTE 802) AND MILITARY TRAIL (STATE ROUTE 809), GO WEST ON LAKE AD8453'WORTH ROAD FOR 2.9 MI (4.67 KM) TO PINEHURST DRIVE. TURN RIGHT AND GO AD8453'NORTH ON PINEHURST DRIVE FOR 0.5 MI (0.80 KM) TO SAINT ANDREWS ROAD. AD8453'TURN LEFT AND GO WEST ON SAINT ANDREWS ROAD FOR 1.0 MI (1.61 KM) TO AD8453'PEBBLE BEACH DRIVE AND THE STATION ON THE LEFT, 66 FEET NORTH OF THE AD8453'CENTER OF SAINT ANDREWS ROAD EXTENDED AND 15 FEET WEST OF THE CENTER AD8453'OF PEBBLE BEACH DRIVE. AD8453'THE STATION IS SOUTHEAST 21.83 FT (6.65 M) FROM AN X-CUT IN THE AD8453'CONCRETE SIDEWALK ON THE WEST SIDE OF PEBBLE BEACH DRIVE, SOUTHWEST AD8453'34.86 FT (10.63 M) FROM AN X-CUT ON THE SOUTHWEST CORNER OF A AD8453'CONCRETE DRIVEWAY TO HOUSE NUMBER 3454, AND NORTH 34.50 FT (10.52 M) AD8453'FROM AN X-CUT IN A CONCRETE SIDEWALK IN THE MIDDLE OF A SHARP BEND OF AD8453'SAINT ANDREWS ROAD AND PEBBLE BEACH DRIVE. AD8453 AD8453 STATION RECOVERY (2000) AD8453 AD8453'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8453'RECOVERED IN GOOD CONDITION. AD8453 AD8453 STATION RECOVERY (2002) AD8453 AD8453'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8453'RECOVERED IN GOOD CONDITION. AD8453 AD8453 STATION RECOVERY (2003) AD8453 AD8453'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8453'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8454 *********************************************************************** AD8454 DESIGNATION - PBF 25 AD8454 PID - AD8454 AD8454 STATE/COUNTY- FL/PALM BEACH AD8454 USGS QUAD - PALM BEACH FARMS (1983) AD8454 AD8454 *CURRENT SURVEY CONTROL AD8454 ___________________________________________________________________ AD8454* NAD 83(1999)- 26 37 55.20258(N) 080 11 19.87918(W) ADJUSTED AD8454* NAVD 88 - 4.7 (meters) 15. (feet) VERTCON AD8454 ___________________________________________________________________ AD8454 X - 972,183.276 (meters) COMP AD8454 Y - -5,621,821.029 (meters) COMP AD8454 Z - 2,841,816.465 (meters) COMP AD8454 LAPLACE CORR- -2.85 (seconds) DEFLEC99 AD8454 ELLIP HEIGHT- -21.24 (meters) (07/06/01) GPS OBS AD8454 GEOID HEIGHT- -25.85 (meters) GEOID99 AD8454 AD8454 HORZ ORDER - FIRST AD8454 ELLP ORDER - FOURTH CLASS II AD8454 AD8454.The horizontal coordinates were established by GPS observations AD8454.and adjusted by the National Geodetic Survey in July 2001. AD8454 AD8454.The NAVD 88 height was computed by applying the VERTCON shift value to AD8454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8454 AD8454.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8454 AD8454.The Laplace correction was computed from DEFLEC99 derived deflections. AD8454 AD8454.The ellipsoidal height was determined by GPS observations AD8454.and is referenced to NAD 83. AD8454 AD8454.The geoid height was determined by GEOID99. AD8454 AD8454; North East Units Scale Converg. AD8454;SPC FL E - 254,888.184 280,767.363 MT 1.00002168 +0 21 49.0 AD8454;UTM 17 - 2,945,933.199 580,739.805 MT 0.99968048 +0 21 49.0 AD8454 AD8454: Primary Azimuth Mark Grid Az AD8454:SPC FL E - PBF 26 088 55 17.6 AD8454:UTM 17 - PBF 26 088 55 17.6 AD8454 AD8454|---------------------------------------------------------------------| AD8454| PID Reference Object Distance Geod. Az | AD8454| dddmmss.s | AD8454| AD8455 PBF 26 APPROX. 0.7 KM 0891706.6 | AD8454|---------------------------------------------------------------------| AD8454 AD8454 SUPERSEDED SURVEY CONTROL AD8454 AD8454 NAD 83(1990)- 26 37 55.20168(N) 080 11 19.87741(W) AD( ) 1 AD8454 ELLIP HT - -21.24 (m) (08/13/93) GP( ) 4 1 AD8454 NAD 83(1990)- 26 37 55.20130(N) 080 11 19.87817(W) AD( ) 1 AD8454 ELLIP HT - -21.23 (m) (03/31/93) GP( ) 4 1 AD8454 NGVD 29 - 5.1 (m) 17. (f) GPS OBS AD8454 AD8454.Superseded values are not recommended for survey control. AD8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8454.See file dsdata.txt to determine how the superseded data were derived. AD8454 AD8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8074045933(NAD 83) AD8454_MARKER: DD = SURVEY DISK AD8454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8454_STAMPING: PBF 25 AD8454_MARK LOGO: ADRGS AD8454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8454+STABILITY: SURFACE MOTION AD8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8454+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8454 AD8454 HISTORY - Date Condition Report By AD8454 HISTORY - 1991 MONUMENTED ADRGS AD8454 HISTORY - 20001213 GOOD USPSQD AD8454 HISTORY - 20020128 GOOD USPSQD AD8454 HISTORY - 20030402 GOOD USPSQD AD8454 AD8454 STATION DESCRIPTION AD8454 AD8454'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8454'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8454'ROUTE 802) AND THE FLORIDA TURNPIKE (EXIT 83), GO WEST ON LAKE WORTH AD8454'ROAD FOR 0.5 MI (0.80 KM) TO BLANCHETTE TRAIL. TURN RIGHT AND GO AD8454'NORTH ON BLANCHETTE TRAIL FOR 1.0 MI (1.61 KM) TO ARROWHEAD DRIVE. AD8454'TURN LEFT AND GO WEST ON ARROWHEAD DRIVE FOR 0.5 MI (0.80 KM) TO THE AD8454'STATION ON THE RIGHT, ON THE CENTERLINE PROJECTED OF THE DRIVEWAY TO AD8454'HOUSE NUMBER 8942, ACROSS THE ROAD. AD8454'THE STATION IS NORTHWEST 157.95 FT (48.14 M) FROM A PK AND TIN TAB 2 AD8454'FEET UP THE WEST SIDE OF A POWER POLE, NORTH 46.51 FT (14.18 M) FROM AD8454'AN X-CUT 0N THE NORTH EDGE OF A CONCRETE DRIVE, AND NORTHEAST 84.45 AD8454'FT (25.74 M) FROM A PK AND TIN TAB 2 FEET UP THE EAST SIDE OF A POWER AD8454'POLE. AD8454 AD8454 STATION RECOVERY (2000) AD8454 AD8454'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8454'STATION IS 8 INCHES BELOW GRADE. AD8454 AD8454 STATION RECOVERY (2002) AD8454 AD8454'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8454'RECOVERED IN GOOD CONDITION. AD8454 AD8454 STATION RECOVERY (2003) AD8454 AD8454'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8454'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8455 *********************************************************************** AD8455 DESIGNATION - PBF 26 AD8455 PID - AD8455 AD8455 STATE/COUNTY- FL/PALM BEACH AD8455 USGS QUAD - PALM BEACH FARMS (1983) AD8455 AD8455 *CURRENT SURVEY CONTROL AD8455 ___________________________________________________________________ AD8455* NAD 83(1999)- 26 37 55.49111(N) 080 10 54.09006(W) ADJUSTED AD8455* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD8455 ___________________________________________________________________ AD8455 X - 972,885.553 (meters) COMP AD8455 Y - -5,621,695.925 (meters) COMP AD8455 Z - 2,841,824.614 (meters) COMP AD8455 LAPLACE CORR- -2.91 (seconds) DEFLEC99 AD8455 ELLIP HEIGHT- -20.77 (meters) (07/06/01) GPS OBS AD8455 GEOID HEIGHT- -25.87 (meters) GEOID99 AD8455 AD8455 HORZ ORDER - FIRST AD8455 ELLP ORDER - FOURTH CLASS II AD8455 AD8455.The horizontal coordinates were established by GPS observations AD8455.and adjusted by the National Geodetic Survey in July 2001. AD8455 AD8455.The NAVD 88 height was computed by applying the VERTCON shift value to AD8455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8455 AD8455.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8455 AD8455.The Laplace correction was computed from DEFLEC99 derived deflections. AD8455 AD8455.The ellipsoidal height was determined by GPS observations AD8455.and is referenced to NAD 83. AD8455 AD8455.The geoid height was determined by GEOID99. AD8455 AD8455; North East Units Scale Converg. AD8455;SPC FL E - 254,901.612 281,480.634 MT 1.00002311 +0 22 00.6 AD8455;UTM 17 - 2,945,946.622 581,452.833 MT 0.99968191 +0 22 00.6 AD8455 AD8455: Primary Azimuth Mark Grid Az AD8455:SPC FL E - PBF 25 268 55 17.5 AD8455:UTM 17 - PBF 25 268 55 17.5 AD8455 AD8455|---------------------------------------------------------------------| AD8455| PID Reference Object Distance Geod. Az | AD8455| dddmmss.s | AD8455| AD8454 PBF 25 APPROX. 0.7 KM 2691718.1 | AD8455|---------------------------------------------------------------------| AD8455 AD8455 SUPERSEDED SURVEY CONTROL AD8455 AD8455 NAD 83(1990)- 26 37 55.49022(N) 080 10 54.08831(W) AD( ) 1 AD8455 ELLIP HT - -20.77 (m) (08/13/93) GP( ) 4 1 AD8455 NAD 83(1990)- 26 37 55.48984(N) 080 10 54.08905(W) AD( ) 1 AD8455 ELLIP HT - -20.76 (m) (03/31/93) GP( ) 4 1 AD8455 NGVD 29 - 5.6 (m) 18. (f) GPS OBS AD8455 AD8455.Superseded values are not recommended for survey control. AD8455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8455.See file dsdata.txt to determine how the superseded data were derived. AD8455 AD8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8145345947(NAD 83) AD8455_MARKER: DD = SURVEY DISK AD8455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8455_STAMPING: PBF 26 AD8455_MARK LOGO: ADRGS AD8455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8455+STABILITY: SURFACE MOTION AD8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8455+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8455 AD8455 HISTORY - Date Condition Report By AD8455 HISTORY - 1991 MONUMENTED ADRGS AD8455 HISTORY - 20001213 GOOD USPSQD AD8455 HISTORY - 20020128 GOOD USPSQD AD8455 HISTORY - 20030402 GOOD USPSQD AD8455 AD8455 STATION DESCRIPTION AD8455 AD8455'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8455'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8455'ROUTE 802) AND FLORIDA TURNPIKE (EXIT 93), GO WEST ON LAKE WORTH ROAD AD8455'FOR 0.5 MI (0.80 KM) TO BLANCHETTE TRAIL. TURN RIGHT AND GO NORTH ON AD8455'BLANCHETTE TRAIL FOR 1.0 MI (1.61 KM) TO ARROWHEAD DRIVE AND THE AD8455'STATION ON THE LEFT, IN THE NORTHWEST QUADRANT OF THE INTERSECTION. AD8455'THE STATION IS 25 FEET NORTH OF THE CENTERLINE OF ARROWHEAD DRIVE AND AD8455'26 FEET WEST OF THE CENTERLINE OF BLANCHETTE TRAIL EXTENDED. AD8455'THE STATION IS SOUTHWEST 81.26 FT (24.77 M) FROM A PK AND TIN TAB IN A AD8455'FENCE POST, NORTHEAST 111.10 FT (33.86 M) FROM A PK AND TIN TAB SET AD8455'IN A 4 INCH PINE, AND NORTHWEST 70.45 FT (21.47 M) FROM A NAIL AND AD8455'TIN TAB SET IN THE FACE OF A POWER POLE. AD8455 AD8455 STATION RECOVERY (2000) AD8455 AD8455'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8455'STATION IS 6 INCHES BELOW GRADE. AD8455 AD8455 STATION RECOVERY (2002) AD8455 AD8455'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8455'RECOVERED IN GOOD CONDITION. AD8455 AD8455 STATION RECOVERY (2003) AD8455 AD8455'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8455'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8456 *********************************************************************** AD8456 DESIGNATION - PBF 33 AD8456 PID - AD8456 AD8456 STATE/COUNTY- FL/PALM BEACH AD8456 USGS QUAD - GREENACRES CITY (1983) AD8456 AD8456 *CURRENT SURVEY CONTROL AD8456 ___________________________________________________________________ AD8456* NAD 83(1999)- 26 36 45.46683(N) 080 08 48.50110(W) ADJUSTED AD8456* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8456 ___________________________________________________________________ AD8456 X - 976,473.589 (meters) COMP AD8456 Y - -5,622,054.353 (meters) COMP AD8456 Z - 2,839,898.139 (meters) COMP AD8456 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AD8456 ELLIP HEIGHT- -20.38 (meters) (07/06/01) GPS OBS AD8456 GEOID HEIGHT- -25.93 (meters) GEOID99 AD8456 AD8456 HORZ ORDER - FIRST AD8456 ELLP ORDER - FOURTH CLASS II AD8456 AD8456.The horizontal coordinates were established by GPS observations AD8456.and adjusted by the National Geodetic Survey in July 2001. AD8456 AD8456.The NAVD 88 height was computed by applying the VERTCON shift value to AD8456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8456 AD8456.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8456 AD8456.The Laplace correction was computed from DEFLEC99 derived deflections. AD8456 AD8456.The ellipsoidal height was determined by GPS observations AD8456.and is referenced to NAD 83. AD8456 AD8456.The geoid height was determined by GEOID99. AD8456 AD8456; North East Units Scale Converg. AD8456;SPC FL E - 252,769.165 284,968.820 MT 1.00003028 +0 22 56.0 AD8456;UTM 17 - 2,943,814.902 584,939.829 MT 0.99968907 +0 22 56.0 AD8456 AD8456: Primary Azimuth Mark Grid Az AD8456:SPC FL E - PBF 34 179 35 15.2 AD8456:UTM 17 - PBF 34 179 35 15.2 AD8456 AD8456|---------------------------------------------------------------------| AD8456| PID Reference Object Distance Geod. Az | AD8456| dddmmss.s | AD8456| AD8457 PBF 34 APPROX. 0.7 KM 1795811.2 | AD8456|---------------------------------------------------------------------| AD8456 AD8456 SUPERSEDED SURVEY CONTROL AD8456 AD8456 NAD 83(1990)- 26 36 45.46578(N) 080 08 48.49969(W) AD( ) 1 AD8456 ELLIP HT - -20.37 (m) (08/13/93) GP( ) 4 1 AD8456 NAD 83(1990)- 26 36 45.46553(N) 080 08 48.50014(W) AD( ) 1 AD8456 ELLIP HT - -20.37 (m) (03/31/93) GP( ) 4 1 AD8456 NGVD 29 - 6.1 (m) 20. (f) GPS OBS AD8456 AD8456.Superseded values are not recommended for survey control. AD8456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8456.See file dsdata.txt to determine how the superseded data were derived. AD8456 AD8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8494043815(NAD 83) AD8456_MARKER: DD = SURVEY DISK AD8456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8456_STAMPING: PBF 33 AD8456_MARK LOGO: ADRGS AD8456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8456+STABILITY: SURFACE MOTION AD8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8456+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8456 AD8456 HISTORY - Date Condition Report By AD8456 HISTORY - 1991 MONUMENTED ADRGS AD8456 HISTORY - 20020205 GOOD USPSQD AD8456 HISTORY - 20030402 GOOD USPSQD AD8456 AD8456 STATION DESCRIPTION AD8456 AD8456'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8456'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8456'441) AND LAKE WORTH ROAD (STATE ROUTE 802), GO EAST ON LAKE WORTH AD8456'ROAD FOR 3.6 MI (5.79 KM) TO JOG ROAD. TURN RIGHT AND GO SOUTH FOR AD8456'0.45 MI (0.72 KM) TO THE STATION IN THE GRASS MEDIAN. AD8456'THE STATION IS SOUTHEAST 18.39 FT (5.61 M) FROM AN X-CUT IN THE TOP OF AD8456'THE CONCRETE CURB ON THE WEST EDGE OF THE MEDIAN, NORTHEAST 15.88 FT AD8456'(4.84 M) FROM AN X-CUT IN THE TOP OF THE WEST CONCRETE CURB ON THE AD8456'WEST EDGE OF THE MEDIAN, AND WEST 7.80 FT (2.38 M) FROM AN X-CUT IN AD8456'THE TOP OF THE CONCRETE CURB ON THE EAST EDGE OF THE MEDIAN. THE AD8456'STATION IS DIRECTLY OPPOSITE POLE NUMBER 12605 ON THE WEST SIDE OF AD8456'JOG ROAD. AD8456 AD8456 STATION RECOVERY (2002) AD8456 AD8456'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8456'RECOVERED IN GOOD CONDITION. AD8456 AD8456 STATION RECOVERY (2003) AD8456 AD8456'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8456'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8457 *********************************************************************** AD8457 DESIGNATION - PBF 34 AD8457 PID - AD8457 AD8457 STATE/COUNTY- FL/PALM BEACH AD8457 USGS QUAD - GREENACRES CITY (1983) AD8457 AD8457 *CURRENT SURVEY CONTROL AD8457 ___________________________________________________________________ AD8457* NAD 83(1999)- 26 36 22.19407(N) 080 08 48.48744(W) ADJUSTED AD8457* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8457 ___________________________________________________________________ AD8457 X - 976,528.833 (meters) COMP AD8457 Y - -5,622,370.216 (meters) COMP AD8457 Z - 2,839,257.660 (meters) COMP AD8457 LAPLACE CORR- -3.25 (seconds) DEFLEC99 AD8457 ELLIP HEIGHT- -20.56 (meters) (07/06/01) GPS OBS AD8457 GEOID HEIGHT- -25.92 (meters) GEOID99 AD8457 AD8457 HORZ ORDER - FIRST AD8457 ELLP ORDER - FOURTH CLASS II AD8457 AD8457.The horizontal coordinates were established by GPS observations AD8457.and adjusted by the National Geodetic Survey in July 2001. AD8457 AD8457.The NAVD 88 height was computed by applying the VERTCON shift value to AD8457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8457 AD8457.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8457 AD8457.The Laplace correction was computed from DEFLEC99 derived deflections. AD8457 AD8457.The ellipsoidal height was determined by GPS observations AD8457.and is referenced to NAD 83. AD8457 AD8457.The geoid height was determined by GEOID99. AD8457 AD8457; North East Units Scale Converg. AD8457;SPC FL E - 252,052.894 284,973.976 MT 1.00003029 +0 22 55.7 AD8457;UTM 17 - 2,943,098.877 584,944.983 MT 0.99968908 +0 22 55.7 AD8457 AD8457: Primary Azimuth Mark Grid Az AD8457:SPC FL E - PBF 33 359 35 15.5 AD8457:UTM 17 - PBF 33 359 35 15.5 AD8457 AD8457|---------------------------------------------------------------------| AD8457| PID Reference Object Distance Geod. Az | AD8457| dddmmss.s | AD8457| AD8456 PBF 33 APPROX. 0.7 KM 3595811.2 | AD8457|---------------------------------------------------------------------| AD8457 AD8457 SUPERSEDED SURVEY CONTROL AD8457 AD8457 NAD 83(1990)- 26 36 22.19302(N) 080 08 48.48603(W) AD( ) 1 AD8457 ELLIP HT - -20.55 (m) (08/13/93) GP( ) 4 1 AD8457 NAD 83(1990)- 26 36 22.19277(N) 080 08 48.48648(W) AD( ) 1 AD8457 ELLIP HT - -20.55 (m) (03/31/93) GP( ) 4 1 AD8457 NGVD 29 - 5.9 (m) 19. (f) GPS OBS AD8457 AD8457.Superseded values are not recommended for survey control. AD8457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8457.See file dsdata.txt to determine how the superseded data were derived. AD8457 AD8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8494543099(NAD 83) AD8457_MARKER: DD = SURVEY DISK AD8457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8457_STAMPING: PBF 34 AD8457_MARK LOGO: ADRGS AD8457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8457+STABILITY: SURFACE MOTION AD8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8457+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8457 AD8457 HISTORY - Date Condition Report By AD8457 HISTORY - 1991 MONUMENTED ADRGS AD8457 HISTORY - 20020205 GOOD USPSQD AD8457 HISTORY - 20030402 GOOD USPSQD AD8457 AD8457 STATION DESCRIPTION AD8457 AD8457'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8457'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8457'441) AND LAKE WORTH ROAD (STATE ROUTE 802), GO EAST ON LAKE WORTH AD8457'ROAD FOR 3.6 MI (5.79 KM) TO JOG ROAD. TURN RIGHT AND GO SOUTH ON JOG AD8457'ROAD FOR 0.9 MI (1.45 KM) TO THE STATION ON THE LEFT. THE STATION IS AD8457'0.15 MI (0.24 KM) SOUTH OF THE INTERSECTION OF JOG ROAD AND FOUNTAINS AD8457'DRIVE, 1.3 FEET EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK ON THE AD8457'EAST SIDE OF JOG ROAD, DIRECTLY ACROSS FROM THE FRONT DOOR OF HOUSE AD8457'NUMBER 4897 JOG ROAD. AD8457'THE STATION IS SOUTHEAST 25.66 FT (7.82 M) FROM AN X CUT IN THE AD8457'CONCRETE CURB ON THE EAST EDGE OF JOG ROAD, EAST 7.71 FT (2.35 M) AD8457'FROM AN X-CUT IN THE SAME CONCRETE CURB, AND NORTH 47.61 FT (14.51 M) AD8457'FROM THREE VERTICAL PUNCHES IN THE NORTH FACE OF THE NORTHWEST FENCE AD8457'CORNER POST OF A CHAIN LINK FENCE AROUND PALM BEACH COUNTY PUMP AD8457'STATION 363. AD8457 AD8457 STATION RECOVERY (2002) AD8457 AD8457'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8457'RECOVERED IN GOOD CONDITION. AD8457 AD8457 STATION RECOVERY (2003) AD8457 AD8457'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8457'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8458 *********************************************************************** AD8458 DESIGNATION - PBF 35 AD8458 PID - AD8458 AD8458 STATE/COUNTY- FL/PALM BEACH AD8458 USGS QUAD - GREENACRES CITY (1983) AD8458 AD8458 *CURRENT SURVEY CONTROL AD8458 ___________________________________________________________________ AD8458* NAD 83(1999)- 26 36 10.94344(N) 080 10 20.34959(W) ADJUSTED AD8458* NAVD 88 - 5.0 (meters) 16. (feet) VERTCON AD8458 ___________________________________________________________________ AD8458 X - 974,051.177 (meters) COMP AD8458 Y - -5,622,957.083 (meters) COMP AD8458 Z - 2,838,947.924 (meters) COMP AD8458 LAPLACE CORR- -3.00 (seconds) DEFLEC99 AD8458 ELLIP HEIGHT- -20.87 (meters) (07/06/01) GPS OBS AD8458 GEOID HEIGHT- -25.84 (meters) GEOID99 AD8458 AD8458 HORZ ORDER - FIRST AD8458 ELLP ORDER - FOURTH CLASS II AD8458 AD8458.The horizontal coordinates were established by GPS observations AD8458.and adjusted by the National Geodetic Survey in July 2001. AD8458 AD8458.The NAVD 88 height was computed by applying the VERTCON shift value to AD8458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8458 AD8458.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8458 AD8458.The Laplace correction was computed from DEFLEC99 derived deflections. AD8458 AD8458.The ellipsoidal height was determined by GPS observations AD8458.and is referenced to NAD 83. AD8458 AD8458.The geoid height was determined by GEOID99. AD8458 AD8458; North East Units Scale Converg. AD8458;SPC FL E - 251,689.935 282,434.724 MT 1.00002504 +0 22 14.4 AD8458;UTM 17 - 2,942,736.041 582,406.597 MT 0.99968384 +0 22 14.4 AD8458 AD8458: Primary Azimuth Mark Grid Az AD8458:SPC FL E - PBF 36 088 12 59.9 AD8458:UTM 17 - PBF 36 088 12 59.9 AD8458 AD8458|---------------------------------------------------------------------| AD8458| PID Reference Object Distance Geod. Az | AD8458| dddmmss.s | AD8458| AD8459 PBF 36 APPROX. 0.8 KM 0883514.3 | AD8458|---------------------------------------------------------------------| AD8458 AD8458 SUPERSEDED SURVEY CONTROL AD8458 AD8458 NAD 83(1990)- 26 36 10.94239(N) 080 10 20.34819(W) AD( ) 1 AD8458 ELLIP HT - -20.87 (m) (08/13/93) GP( ) 4 1 AD8458 NAD 83(1990)- 26 36 10.94213(N) 080 10 20.34864(W) AD( ) 1 AD8458 ELLIP HT - -20.86 (m) (03/31/93) GP( ) 4 1 AD8458 NGVD 29 - 5.5 (m) 18. (f) GPS OBS AD8458 AD8458.Superseded values are not recommended for survey control. AD8458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8458.See file dsdata.txt to determine how the superseded data were derived. AD8458 AD8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8240742736(NAD 83) AD8458_MARKER: DD = SURVEY DISK AD8458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8458_STAMPING: PBF 35 AD8458_MARK LOGO: ADRGS AD8458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8458+STABILITY: SURFACE MOTION AD8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8458+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003 AD8458 AD8458 HISTORY - Date Condition Report By AD8458 HISTORY - 1991 MONUMENTED ADRGS AD8458 HISTORY - 20001213 GOOD USPSQD AD8458 HISTORY - 20020204 GOOD USPSQD AD8458 HISTORY - 20030402 GOOD USPSQD AD8458 AD8458 STATION DESCRIPTION AD8458 AD8458'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8458'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8458'ROUTE 802) AND THE FLORIDA TURNPIKE (EXIT 93), GO SOUTH ON AKRON ROAD AD8458'(WHICH IS STRAIGHT ACROSS LAKE WORTH ROAD FROM THE ENTRANCE TO THE AD8458'TURNPIKE) FOR 1.0 MI (1.61 KM) TO WEST ARCH DRIVE AND THE STATION, 12 AD8458'FEET EAST OF THE CENTERLINE OF AKRON ROAD AND 5 FEET SOUTH OF THE AD8458'SOUTH EDGE OF PAVEMENT OF WEST ARCH DRIVE. AD8458'THE STATION IS SOUTHWEST 42.13 FT (12.84 M) FROM AN X-CUT IN THE AD8458'SOUTHWEST CORNER OF A CONCRETE APRON AROUND A STORM DRAIN, SOUTH AD8458'52.07 FT (15.87 M) FROM AN X-CUT ON THE SOUTHERNMOST CAP BOLT OF A AD8458'FIRE HYDRANT ON THE NORTH SIDE OF WEST ARCH DRIVE, AND EAST 24.39 FT AD8458'(7.43 M) FROM AN X-CUT IN THE CORNER OF A CONCRETE DRIVE. AD8458 AD8458 STATION RECOVERY (2000) AD8458 AD8458'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8458'RECOVERED IN GOOD CONDITION. AD8458 AD8458 STATION RECOVERY (2002) AD8458 AD8458'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8458'RECOVERED IN GOOD CONDITION. AD8458 AD8458 STATION RECOVERY (2003) AD8458 AD8458'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8458'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8459 *********************************************************************** AD8459 DESIGNATION - PBF 36 AD8459 PID - AD8459 AD8459 STATE/COUNTY- FL/PALM BEACH AD8459 USGS QUAD - GREENACRES CITY (1983) AD8459 AD8459 *CURRENT SURVEY CONTROL AD8459 ___________________________________________________________________ AD8459* NAD 83(1999)- 26 36 11.54505(N) 080 09 53.17986(W) ADJUSTED AD8459* NAVD 88 - 4.6 (meters) 15. (feet) VERTCON AD8459 ___________________________________________________________________ AD8459 X - 974,790.352 (meters) COMP AD8459 Y - -5,622,820.155 (meters) COMP AD8459 Z - 2,838,964.273 (meters) COMP AD8459 LAPLACE CORR- -3.07 (seconds) DEFLEC99 AD8459 ELLIP HEIGHT- -21.33 (meters) (07/06/01) GPS OBS AD8459 GEOID HEIGHT- -25.86 (meters) GEOID99 AD8459 AD8459 HORZ ORDER - FIRST AD8459 ELLP ORDER - FOURTH CLASS II AD8459 AD8459.The horizontal coordinates were established by GPS observations AD8459.and adjusted by the National Geodetic Survey in July 2001. AD8459 AD8459.The NAVD 88 height was computed by applying the VERTCON shift value to AD8459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8459 AD8459.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8459 AD8459.The Laplace correction was computed from DEFLEC99 derived deflections. AD8459 AD8459.The ellipsoidal height was determined by GPS observations AD8459.and is referenced to NAD 83. AD8459 AD8459.The geoid height was determined by GEOID99. AD8459 AD8459; North East Units Scale Converg. AD8459;SPC FL E - 251,713.336 283,186.310 MT 1.00002658 +0 22 26.6 AD8459;UTM 17 - 2,942,759.434 583,157.927 MT 0.99968537 +0 22 26.6 AD8459 AD8459: Primary Azimuth Mark Grid Az AD8459:SPC FL E - PBF 35 268 12 59.9 AD8459:UTM 17 - PBF 35 268 12 59.9 AD8459 AD8459|---------------------------------------------------------------------| AD8459| PID Reference Object Distance Geod. Az | AD8459| dddmmss.s | AD8459| AD8458 PBF 35 APPROX. 0.8 KM 2683526.5 | AD8459|---------------------------------------------------------------------| AD8459 AD8459 SUPERSEDED SURVEY CONTROL AD8459 AD8459 NAD 83(1990)- 26 36 11.54399(N) 080 09 53.17848(W) AD( ) 1 AD8459 ELLIP HT - -21.32 (m) (08/13/93) GP( ) 4 1 AD8459 NAD 83(1990)- 26 36 11.54375(N) 080 09 53.17890(W) AD( ) 1 AD8459 ELLIP HT - -21.32 (m) (03/31/93) GP( ) 4 1 AD8459 NGVD 29 - 5.0 (m) 16. (f) GPS OBS AD8459 AD8459.Superseded values are not recommended for survey control. AD8459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8459.See file dsdata.txt to determine how the superseded data were derived. AD8459 AD8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8315842759(NAD 83) AD8459_MARKER: DD = SURVEY DISK AD8459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8459_STAMPING: PBF 36 AD8459_MARK LOGO: ADRGS AD8459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8459+STABILITY: SURFACE MOTION AD8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8459+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 AD8459 AD8459 HISTORY - Date Condition Report By AD8459 HISTORY - 1991 MONUMENTED ADRGS AD8459 HISTORY - 20001213 GOOD USPSQD AD8459 HISTORY - 20020204 GOOD USPSQD AD8459 HISTORY - 20030403 GOOD USPSQD AD8459 AD8459 STATION DESCRIPTION AD8459 AD8459'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8459'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8459'ROUTE 802) AND THE FLORIDA TURNPIKE (EXIT 93), GO SOUTH ON AKRON ROAD AD8459'(WHICH IS DIRECTLY SOUTH ACROSS LAKE WORTH ROAD FROM THE TURNPIKE AD8459'ENTRANCE) FOR 1.0 MI (1.61 KM) TO WEST ARCH DRIVE. TURN LEFT AND GO AD8459'EAST ON WEST ARCH DRIVE FOR 0.5 MI (0.80 KM) TO OHIO ROAD AND STATION AD8459'IN THE NORTHEAST QUADRANT OF THE INTERSECTION, 31 FEET EAST OF THE AD8459'CENTERLINE OF OHIO ROAD AND 20 FEET NORTH OF THE CENTERLINE OF WEST AD8459'ARCH DRIVE. AD8459'THE STATION IS EAST 55.45 FT (16.90 M) FROM AN X-CUT ON THE SOUTHEAST AD8459'CORNER OF A CONCRETE APRON AROUND A CATCH BASIN IN THE NORTHWEST AD8459'QUADRANT OF THE INTERSECTION, NORTHEAST 64.25 FT (19.58 M) FROM AN AD8459'X-CUT ON THE NORTHEAST CORNER OF A CONCRETE APRON AROUND A CATCH AD8459'BASIN IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, AND SOUTHWEST AD8459'14.55 FT (4.43 M) FROM AN X-CUT AT THE BACK EDGE OF THE CONCRETE AD8459'SIDEWALK ON THE EAST SIDE OF OHIO ROAD. AD8459 AD8459 STATION RECOVERY (2000) AD8459 AD8459'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8459'STATION IS 8 FOOT WEST OF SURVEY SIGN ATTACHED TO STREET SIGN AND 6 AD8459'INCHES WEST OF EAST SIDEWALK AND 3 INCHES BELOW GRADE. AD8459 AD8459 STATION RECOVERY (2002) AD8459 AD8459'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8459'RECOVERED IN GOOD CONDITION. AD8459 AD8459 STATION RECOVERY (2003) AD8459 AD8459'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8459'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8460 *********************************************************************** AD8460 DESIGNATION - PBF 37 AD8460 PID - AD8460 AD8460 STATE/COUNTY- FL/PALM BEACH AD8460 USGS QUAD - GREENACRES CITY (1983) AD8460 AD8460 *CURRENT SURVEY CONTROL AD8460 ___________________________________________________________________ AD8460* NAD 83(1999)- 26 36 34.33719(N) 080 11 22.44477(W) ADJUSTED AD8460* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8460 ___________________________________________________________________ AD8460 X - 972,303.500 (meters) COMP AD8460 Y - -5,622,932.775 (meters) COMP AD8460 Z - 2,839,591.897 (meters) COMP AD8460 LAPLACE CORR- -2.86 (seconds) DEFLEC99 AD8460 ELLIP HEIGHT- -20.36 (meters) (07/06/01) GPS OBS AD8460 GEOID HEIGHT- -25.80 (meters) GEOID99 AD8460 AD8460 HORZ ORDER - FIRST AD8460 ELLP ORDER - FOURTH CLASS II AD8460 AD8460.The horizontal coordinates were established by GPS observations AD8460.and adjusted by the National Geodetic Survey in July 2001. AD8460 AD8460.The NAVD 88 height was computed by applying the VERTCON shift value to AD8460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8460 AD8460.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8460 AD8460.The Laplace correction was computed from DEFLEC99 derived deflections. AD8460 AD8460.The ellipsoidal height was determined by GPS observations AD8460.and is referenced to NAD 83. AD8460 AD8460.The geoid height was determined by GEOID99. AD8460 AD8460; North East Units Scale Converg. AD8460;SPC FL E - 252,398.928 280,712.173 MT 1.00002157 +0 21 46.9 AD8460;UTM 17 - 2,943,444.792 580,684.635 MT 0.99968037 +0 21 46.9 AD8460 AD8460: Primary Azimuth Mark Grid Az AD8460:SPC FL E - PBF 38 179 07 44.0 AD8460:UTM 17 - PBF 38 179 07 44.0 AD8460 AD8460|---------------------------------------------------------------------| AD8460| PID Reference Object Distance Geod. Az | AD8460| dddmmss.s | AD8460| AD8461 PBF 38 APPROX. 0.9 KM 1792930.9 | AD8460|---------------------------------------------------------------------| AD8460 AD8460 SUPERSEDED SURVEY CONTROL AD8460 AD8460 NAD 83(1990)- 26 36 34.33615(N) 080 11 22.44332(W) AD( ) 1 AD8460 ELLIP HT - -20.35 (m) (08/13/93) GP( ) 4 1 AD8460 NAD 83(1990)- 26 36 34.33588(N) 080 11 22.44382(W) AD( ) 1 AD8460 ELLIP HT - -20.35 (m) (03/31/93) GP( ) 4 1 AD8460 NGVD 29 - 6.0 (m) 20. (f) GPS OBS AD8460 AD8460.Superseded values are not recommended for survey control. AD8460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8460.See file dsdata.txt to determine how the superseded data were derived. AD8460 AD8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8068543445(NAD 83) AD8460_MARKER: DD = SURVEY DISK AD8460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8460_STAMPING: PBF 37 AD8460_MARK LOGO: ADRGS AD8460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8460+STABILITY: SURFACE MOTION AD8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8460+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 AD8460 AD8460 HISTORY - Date Condition Report By AD8460 HISTORY - 1991 MONUMENTED ADRGS AD8460 HISTORY - 20001213 GOOD USPSQD AD8460 HISTORY - 20020204 GOOD USPSQD AD8460 HISTORY - 20030403 GOOD USPSQD AD8460 AD8460 STATION DESCRIPTION AD8460 AD8460'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8460'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8460'ROUTE 802) AND THE FLORIDA TURNPIKE (EXIT 93), GO WEST ON LAKE WORTH AD8460'ROAD FOR 1.0 MI (1.61 KM) TO LYONS ROAD (ALSO KNOWN AS JUBILEE ROAD). AD8460'TURN LEFT AND GO SOUTH ON LYONS ROAD FOR 0.5 MI (0.80 KM) TO ARPEGE AD8460'PLACE (A SHELL ROAD) AND THE STATION IN THE SOUTHWEST QUADRANT OF THE AD8460'INTERSECTION, 37 FEET SOUTH OF THE CENTERLINE OF ARPEGE PLACE AND 4 AD8460'FEET WEST OF THE WEST EDGE OF PAVEMENT OF LYONS ROAD. AD8460'THE STATION IS NORTHEAST 9.30 FT (2.83 M) FROM AN X-CUT IN THE AD8460'NORTHEAST CORNER OF A CONCRETE APRON AROUND A CATCH BASIN, SOUTH AD8460'64.03 FT (19.52 M) FROM A PK AND TIN TAB ON TOP OF A GUARDRAIL POST AD8460'ON THE WEST SIDE OF LYONS ROAD AT A CANAL CROSSING, AND SOUTHWEST AD8460'67.22 FT (20.49 M) FROM A PK AND TIN TAB ON TOP OF A GUARDRAIL POST AD8460'ON THE EAST SIDE OF LYONS ROAD AT A CANAL CROSSING. AD8460 AD8460 STATION RECOVERY (2000) AD8460 AD8460'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8460'STATION IS 3 INCHES UNDER SOD AND A NAIL IS DRIVEN IN THE ROAD EAST OF AD8460'STATION. AD8460 AD8460 STATION RECOVERY (2002) AD8460 AD8460'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8460'RECOVERED IN GOOD CONDITION. AD8460 AD8460 STATION RECOVERY (2003) AD8460 AD8460'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8460'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8461 *********************************************************************** AD8461 DESIGNATION - PBF 38 AD8461 PID - AD8461 AD8461 STATE/COUNTY- FL/PALM BEACH AD8461 USGS QUAD - GREENACRES CITY (1983) AD8461 AD8461 *CURRENT SURVEY CONTROL AD8461 ___________________________________________________________________ AD8461* NAD 83(1999)- 26 36 05.38227(N) 080 11 22.15914(W) ADJUSTED AD8461* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8461 ___________________________________________________________________ AD8461 X - 972,379.297 (meters) COMP AD8461 Y - -5,623,324.740 (meters) COMP AD8461 Z - 2,838,795.143 (meters) COMP AD8461 LAPLACE CORR- -2.85 (seconds) DEFLEC99 AD8461 ELLIP HEIGHT- -20.30 (meters) (07/06/01) GPS OBS AD8461 GEOID HEIGHT- -25.79 (meters) GEOID99 AD8461 AD8461 HORZ ORDER - FIRST AD8461 ELLP ORDER - FOURTH CLASS II AD8461 AD8461.The horizontal coordinates were established by GPS observations AD8461.and adjusted by the National Geodetic Survey in July 2001. AD8461 AD8461.The NAVD 88 height was computed by applying the VERTCON shift value to AD8461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8461 AD8461.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8461 AD8461.The Laplace correction was computed from DEFLEC99 derived deflections. AD8461 AD8461.The ellipsoidal height was determined by GPS observations AD8461.and is referenced to NAD 83. AD8461 AD8461.The geoid height was determined by GEOID99. AD8461 AD8461; North East Units Scale Converg. AD8461;SPC FL E - 251,507.830 280,725.722 MT 1.00002160 +0 21 46.6 AD8461;UTM 17 - 2,942,553.998 580,698.178 MT 0.99968040 +0 21 46.6 AD8461 AD8461: Primary Azimuth Mark Grid Az AD8461:SPC FL E - PBF 37 359 07 44.4 AD8461:UTM 17 - PBF 37 359 07 44.4 AD8461 AD8461|---------------------------------------------------------------------| AD8461| PID Reference Object Distance Geod. Az | AD8461| dddmmss.s | AD8461| AD8460 PBF 37 APPROX. 0.9 KM 3592931.0 | AD8461|---------------------------------------------------------------------| AD8461 AD8461 SUPERSEDED SURVEY CONTROL AD8461 AD8461 NAD 83(1990)- 26 36 05.38119(N) 080 11 22.15779(W) AD( ) 1 AD8461 ELLIP HT - -20.30 (m) (08/13/93) GP( ) 4 1 AD8461 NAD 83(1990)- 26 36 05.38095(N) 080 11 22.15820(W) AD( ) 1 AD8461 ELLIP HT - -20.29 (m) (03/31/93) GP( ) 4 1 AD8461 NGVD 29 - 6.0 (m) 20. (f) GPS OBS AD8461 AD8461.Superseded values are not recommended for survey control. AD8461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8461.See file dsdata.txt to determine how the superseded data were derived. AD8461 AD8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8069842554(NAD 83) AD8461_MARKER: DD = SURVEY DISK AD8461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8461_STAMPING: PBF 38 AD8461_MARK LOGO: ADRGS AD8461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8461+STABILITY: SURFACE MOTION AD8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8461+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8461 AD8461 HISTORY - Date Condition Report By AD8461 HISTORY - 1991 MONUMENTED ADRGS AD8461 HISTORY - 20001214 MARK NOT FOUND USPSQD AD8461 HISTORY - 20020204 MARK NOT FOUND USPSQD AD8461 HISTORY - 20030403 MARK NOT FOUND USPSQD AD8461 AD8461 STATION DESCRIPTION AD8461 AD8461'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8461'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8461'ROUTE 802) AND THE FLORIDA TURNPIKE (EXIT 93), GO WEST ON LAKE WORTH AD8461'ROAD FOR 1.0 MI (1.61 KM) TO LYONS ROAD (ALOS KNOWN AS JUBILEE ROAD). AD8461'TURN LEFT AND GO SOUTH ON LYONS ROAD FOR 1.1 MI (1.77 KM) TO THE AD8461'STATION ON THE RIGHT, 334 FT (101.80 M) SOUTH OF TWIG ROAD AND 18 AD8461'FEET WEST OF THE CENTERLINE OF LYONS ROAD. AD8461'THE STATION IS SOUTHEAST 67.85 FT (20.68 M) FROM A NAIL AND TIN TAB IN AD8461'THE TOP OF A FENCE POST FOR A RAIL FENCE ALONG THE WEST SIDE OF LYONS AD8461'ROAD, NORTHEAST 64.95 FT (19.80 M) FROM A NAIL AND TIN TAB IN THE TOP AD8461'OF ANOTHER FENCE POST, NORTHEAST 132.97 FT (40.53 M) FROM A PK AND AD8461'TIN TAB 1 FOOT UP THE EAST SIDE OF A POWER POLE, AND WEST 9.21 FT AD8461'(2.81 M) FROM A NAIL AND TIN TAB SET ON THE WEST EDGE OF PAVEMENT OF AD8461'LYONS ROAD. AD8461 AD8461 STATION RECOVERY (2000) AD8461 AD8461'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8461'ROAD WIDENING HAS TAKEN PLACE AND A SQUARE INCH IRON BAR SHOWS IN AD8461'MCCADAM AT APPROX LOCATION OF STATION. AD8461 AD8461 STATION RECOVERY (2002) AD8461 AD8461'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8461'A FOOT SQUARE OF MACADAM HAS BEEN CUT OUT AND REPLACED IN ROAD NEXT TO AD8461'THE BOLT AD8461 AD8461 STATION RECOVERY (2003) AD8461 AD8461'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8461'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8462 *********************************************************************** AD8462 DESIGNATION - PBF 39 AD8462 PID - AD8462 AD8462 STATE/COUNTY- FL/PALM BEACH AD8462 USGS QUAD - GREENACRES CITY (1983) AD8462 AD8462 *CURRENT SURVEY CONTROL AD8462 ___________________________________________________________________ AD8462* NAD 83(1999)- 26 35 25.70105(N) 080 10 49.07024(W) ADJUSTED AD8462* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8462 ___________________________________________________________________ AD8462 X - 973,374.636 (meters) COMP AD8462 Y - -5,623,707.495 (meters) COMP AD8462 Z - 2,837,703.141 (meters) COMP AD8462 LAPLACE CORR- -2.93 (seconds) DEFLEC99 AD8462 ELLIP HEIGHT- -20.22 (meters) (07/06/01) GPS OBS AD8462 GEOID HEIGHT- -25.80 (meters) GEOID99 AD8462 AD8462 HORZ ORDER - FIRST AD8462 ELLP ORDER - FOURTH CLASS II AD8462 AD8462.The horizontal coordinates were established by GPS observations AD8462.and adjusted by the National Geodetic Survey in July 2001. AD8462 AD8462.The NAVD 88 height was computed by applying the VERTCON shift value to AD8462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8462 AD8462.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8462 AD8462.The Laplace correction was computed from DEFLEC99 derived deflections. AD8462 AD8462.The ellipsoidal height was determined by GPS observations AD8462.and is referenced to NAD 83. AD8462 AD8462.The geoid height was determined by GEOID99. AD8462 AD8462; North East Units Scale Converg. AD8462;SPC FL E - 250,292.390 281,649.028 MT 1.00002345 +0 22 00.9 AD8462;UTM 17 - 2,941,338.973 581,621.169 MT 0.99968225 +0 22 00.9 AD8462 AD8462 SUPERSEDED SURVEY CONTROL AD8462 AD8462 NAD 83(1990)- 26 35 25.69996(N) 080 10 49.06890(W) AD( ) 1 AD8462 ELLIP HT - -20.22 (m) (08/13/93) GP( ) 4 1 AD8462 NAD 83(1990)- 26 35 25.69975(N) 080 10 49.06929(W) AD( ) 1 AD8462 ELLIP HT - -20.21 (m) (03/31/93) GP( ) 4 1 AD8462 NGVD 29 - 6.1 (m) 20. (f) GPS OBS AD8462 AD8462.Superseded values are not recommended for survey control. AD8462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8462.See file dsdata.txt to determine how the superseded data were derived. AD8462 AD8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8162141339(NAD 83) AD8462_MARKER: DD = SURVEY DISK AD8462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8462_STAMPING: PBF 39 AD8462_MARK LOGO: ADRGS AD8462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8462+STABILITY: SURFACE MOTION AD8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8462+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8462 AD8462 HISTORY - Date Condition Report By AD8462 HISTORY - 1991 MONUMENTED ADRGS AD8462 HISTORY - 20020204 GOOD USPSQD AD8462 HISTORY - 20030403 MARK NOT FOUND USPSQD AD8462 AD8462 STATION DESCRIPTION AD8462 AD8462'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8462'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8462'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8462'FOR 1.6 MI (2.57 KM) TO THE STATION ON THE LEFT, 38 FEET SOUTH OF THE AD8462'SOUTH EDGE OF PAVEMENT OF LANTANA ROAD. THE STATION IS 0.4 MI AD8462'(0.64 KM) WEST OF THE FLORIDA TURNPIKE OVERPASS ON LANTANA ROAD. AD8462'THE STATION IS SOUTHWEST 141.83 FT (43.23 M) FROM A NAIL AND TIN TAB 1 AD8462'FOOT UP THE SOUTH SIDE OF A 16 INCH PALM, SOUTH 113.15 FT (34.49 M) AD8462'FROM A NAIL AND TIN TAB 1.5 FEET UP THE SOUTH SIDE OF A 20 INCH PALM, AD8462'AND SOUTHEAST 96.08 FT (29.29 M) FROM A NAIL AND TIN TAB 2 FEET UP AD8462'THE SOUTHEAST SIDE OF A POWER POLE. AD8462 AD8462 STATION RECOVERY (2002) AD8462 AD8462'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8462'MARK IS ON THE RIGHT SIDE OF LANTANA ROAD GOING EAST, NOT LEFT. MARK AD8462'IS 8 FEET 6 INCHES SOUTH OF WITNESS SIGN ATTACHED TO POST OF CHAIN AD8462'LINK FENCE. SIGN FACES SOUTH. AD8462 AD8462 STATION RECOVERY (2003) AD8462 AD8462'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8462'ROAD WIDENING AND SIDEWALK CONSTRUCTION 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8463 *********************************************************************** AD8463 DESIGNATION - PBF 41 AD8463 PID - AD8463 AD8463 STATE/COUNTY- FL/PALM BEACH AD8463 USGS QUAD - GREENACRES CITY (1983) AD8463 AD8463 *CURRENT SURVEY CONTROL AD8463 ___________________________________________________________________ AD8463* NAD 83(1999)- 26 35 25.20870(N) 080 10 00.22341(W) ADJUSTED AD8463* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8463 ___________________________________________________________________ AD8463 X - 974,707.524 (meters) COMP AD8463 Y - -5,623,483.351 (meters) COMP AD8463 Z - 2,837,689.510 (meters) COMP AD8463 LAPLACE CORR- -3.06 (seconds) DEFLEC99 AD8463 ELLIP HEIGHT- -20.40 (meters) (07/06/01) GPS OBS AD8463 GEOID HEIGHT- -25.84 (meters) GEOID99 AD8463 AD8463 HORZ ORDER - FIRST AD8463 ELLP ORDER - FOURTH CLASS II AD8463 AD8463.The horizontal coordinates were established by GPS observations AD8463.and adjusted by the National Geodetic Survey in July 2001. AD8463 AD8463.The NAVD 88 height was computed by applying the VERTCON shift value to AD8463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8463 AD8463.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8463 AD8463.The Laplace correction was computed from DEFLEC99 derived deflections. AD8463 AD8463.The ellipsoidal height was determined by GPS observations AD8463.and is referenced to NAD 83. AD8463 AD8463.The geoid height was determined by GEOID99. AD8463 AD8463; North East Units Scale Converg. AD8463;SPC FL E - 250,285.964 283,000.722 MT 1.00002620 +0 22 22.8 AD8463;UTM 17 - 2,941,332.549 582,972.403 MT 0.99968499 +0 22 22.8 AD8463 AD8463: Primary Azimuth Mark Grid Az AD8463:SPC FL E - PBF 42 358 19 22.3 AD8463:UTM 17 - PBF 42 358 19 22.3 AD8463 AD8463|---------------------------------------------------------------------| AD8463| PID Reference Object Distance Geod. Az | AD8463| dddmmss.s | AD8463| AD8464 PBF 42 APPROX. 0.9 KM 3584145.1 | AD8463|---------------------------------------------------------------------| AD8463 AD8463 SUPERSEDED SURVEY CONTROL AD8463 AD8463 NAD 83(1990)- 26 35 25.20760(N) 080 10 00.22207(W) AD( ) 1 AD8463 ELLIP HT - -20.39 (m) (08/13/93) GP( ) 4 1 AD8463 NAD 83(1990)- 26 35 25.20740(N) 080 10 00.22246(W) AD( ) 1 AD8463 ELLIP HT - -20.39 (m) (03/31/93) GP( ) 4 1 AD8463 NGVD 29 - 5.9 (m) 19. (f) GPS OBS AD8463 AD8463.Superseded values are not recommended for survey control. AD8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8463.See file dsdata.txt to determine how the superseded data were derived. AD8463 AD8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8297241333(NAD 83) AD8463_MARKER: DD = SURVEY DISK AD8463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8463_STAMPING: PBF 41 AD8463_MARK LOGO: ADRGS AD8463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8463+STABILITY: SURFACE MOTION AD8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8463+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8463 AD8463 HISTORY - Date Condition Report By AD8463 HISTORY - 1991 MONUMENTED ADRGS AD8463 HISTORY - 20001214 MARK NOT FOUND USPSQD AD8463 HISTORY - 20020205 MARK NOT FOUND USPSQD AD8463 HISTORY - 20030403 MARK NOT FOUND USPSQD AD8463 AD8463 STATION DESCRIPTION AD8463 AD8463'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8463'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8463'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8463'FOR 2.5 MI (4.02 KM) TO 3 ROAD RUNNING NORTH AND THE STATION IN THE AD8463'NORTHEAST QUADRANT OF THE INTERSECTION, 45 FEET NORTH OF THE AD8463'CENTERLINE OF LANTANA ROAD AND 8 FEET EAST OF THE EAST EDGE OF AD8463'PAVEMENT OF 3 ROAD. AD8463'THE STATION IS NORTHWEST 24.68 FT (7.52 M) FROM A PK AND TIN TAB 2 AD8463'FEET UP THE WEST SIDE OF A POWER POLE, EAST 53.20 FT (16.22 M) FROM A AD8463'PK AND TIN TAB 2 FEET UP THE EAST SIDE OF A POWER POLE, AND SOUTHEAST AD8463'55.35 FT (16.87 M) FROM A PK AND TIN TAB 2 FEET UP THE EAST SIDE OF A AD8463'POWER POLE. AD8463 AD8463 STATION RECOVERY (2000) AD8463 AD8463'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8463'CONSTRUCTION AT LOCATION FOR NEW SEWER LINE AND ROAD WIDENING. AD8463 AD8463 STATION RECOVERY (2002) AD8463 AD8463'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8463'MARK NOT FOUND. AD8463 AD8463 STATION RECOVERY (2003) AD8463 AD8463'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8463'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8464 *********************************************************************** AD8464 DESIGNATION - PBF 42 AD8464 PID - AD8464 AD8464 STATE/COUNTY- FL/PALM BEACH AD8464 USGS QUAD - GREENACRES CITY (1983) AD8464 AD8464 *CURRENT SURVEY CONTROL AD8464 ___________________________________________________________________ AD8464* NAD 83(1999)- 26 35 52.96983(N) 080 10 00.92641(W) ADJUSTED AD8464* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD8464 ___________________________________________________________________ AD8464 X - 974,622.987 (meters) COMP AD8464 Y - -5,623,109.513 (meters) COMP AD8464 Z - 2,838,453.368 (meters) COMP AD8464 LAPLACE CORR- -3.05 (seconds) DEFLEC99 AD8464 ELLIP HEIGHT- -20.73 (meters) (07/06/01) GPS OBS AD8464 GEOID HEIGHT- -25.85 (meters) GEOID99 AD8464 AD8464 HORZ ORDER - FIRST AD8464 ELLP ORDER - FOURTH CLASS II AD8464 AD8464.The horizontal coordinates were established by GPS observations AD8464.and adjusted by the National Geodetic Survey in July 2001. AD8464 AD8464.The NAVD 88 height was computed by applying the VERTCON shift value to AD8464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8464 AD8464.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8464 AD8464.The Laplace correction was computed from DEFLEC99 derived deflections. AD8464 AD8464.The ellipsoidal height was determined by GPS observations AD8464.and is referenced to NAD 83. AD8464 AD8464.The geoid height was determined by GEOID99. AD8464 AD8464; North East Units Scale Converg. AD8464;SPC FL E - 251,140.246 282,975.708 MT 1.00002615 +0 22 22.8 AD8464;UTM 17 - 2,942,186.539 582,947.397 MT 0.99968494 +0 22 22.8 AD8464 AD8464: Primary Azimuth Mark Grid Az AD8464:SPC FL E - PBF 41 178 19 22.0 AD8464:UTM 17 - PBF 41 178 19 22.0 AD8464 AD8464|---------------------------------------------------------------------| AD8464| PID Reference Object Distance Geod. Az | AD8464| dddmmss.s | AD8464| AD8463 PBF 41 APPROX. 0.9 KM 1784144.8 | AD8464|---------------------------------------------------------------------| AD8464 AD8464 SUPERSEDED SURVEY CONTROL AD8464 AD8464 NAD 83(1990)- 26 35 52.96875(N) 080 10 00.92504(W) AD( ) 1 AD8464 ELLIP HT - -20.73 (m) (08/13/93) GP( ) 4 1 AD8464 NAD 83(1990)- 26 35 52.96853(N) 080 10 00.92546(W) AD( ) 1 AD8464 ELLIP HT - -20.72 (m) (03/31/93) GP( ) 4 1 AD8464 NGVD 29 - 5.6 (m) 18. (f) GPS OBS AD8464 AD8464.Superseded values are not recommended for survey control. AD8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8464.See file dsdata.txt to determine how the superseded data were derived. AD8464 AD8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8294742187(NAD 83) AD8464_MARKER: DD = SURVEY DISK AD8464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8464_STAMPING: PBF 42 AD8464_MARK LOGO: ADRGS AD8464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8464+STABILITY: SURFACE MOTION AD8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8464+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 AD8464 AD8464 HISTORY - Date Condition Report By AD8464 HISTORY - 1991 MONUMENTED ADRGS AD8464 HISTORY - 20001214 GOOD USPSQD AD8464 HISTORY - 20020205 GOOD USPSQD AD8464 HISTORY - 20030403 GOOD USPSQD AD8464 AD8464 STATION DESCRIPTION AD8464 AD8464'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8464'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8464'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8464'FOR 2.5 MI (4.02 KM) TO 3 ROAD. TURN RIGHT AND GO NORTH FOR 0.5 MI AD8464'(0.80 KM) TO THE STATION ON THE LEFT, 4 FEET WEST OF THE WEST EDGE OF AD8464'PAVEMENT OF 3 ROAD AND 25 FEET SOUTH OF THE SOUTH PROPERTY LINE OF AD8464'HOUSE NUMBER 5279. AD8464'THE STATION IS NORTHWEST 58.17 FT (17.73 M) FROM AN X-CUT IN THE AD8464'NORTHWEST FENCE CORNER POST FOR A LOT ON THE EAST SIDE OF 3 ROAD, AD8464'SOUTHWEST 50.22 FT (15.31 M) FROM A PK AND TIN TAB IN THE TOP OF THE AD8464'SOUTHWEST FENCE POST CORNER FOR A LOT ON THE EAST SIDE OF 3 ROAD, AND AD8464'SOUTHEAST 30.53 FT (9.31 M) FROM AN X-CUT IN THE SOUTHEAST FENCE AD8464'CORNER POST FOR HOUSE NUMBER 5279. AD8464 AD8464 STATION RECOVERY (2000) AD8464 AD8464'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8464'UNDER 4 INCHES OF SOD. DESCRIPTION SHOULD READ TURN LEFT AND GO NORTH AD8464'INSTEAD OF TURN RIGHT WHEN GOING EAST ON LANTANA ROAD. AD8464 AD8464 STATION RECOVERY (2002) AD8464 AD8464'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8464'RECOVERED IN GOOD CONDITION. AD8464 AD8464 STATION RECOVERY (2003) AD8464 AD8464'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8464'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8488 *********************************************************************** AD8488 DESIGNATION - PBF 7 AD8488 PID - AD8488 AD8488 STATE/COUNTY- FL/PALM BEACH AD8488 USGS QUAD - PALM BEACH FARMS (1983) AD8488 AD8488 *CURRENT SURVEY CONTROL AD8488 ___________________________________________________________________ AD8488* NAD 83(1999)- 26 41 58.28755(N) 080 09 27.94658(W) ADJUSTED AD8488* NAVD 88 - 5.1 (meters) 17. (feet) VERTCON AD8488 ___________________________________________________________________ AD8488 X - 974,660.001 (meters) COMP AD8488 Y - -5,617,984.676 (meters) COMP AD8488 Z - 2,848,502.311 (meters) COMP AD8488 LAPLACE CORR- -3.06 (seconds) DEFLEC99 AD8488 ELLIP HEIGHT- -21.01 (meters) (07/06/01) GPS OBS AD8488 GEOID HEIGHT- -26.09 (meters) GEOID99 AD8488 AD8488 HORZ ORDER - FIRST AD8488 ELLP ORDER - FOURTH CLASS II AD8488 AD8488.The horizontal coordinates were established by GPS observations AD8488.and adjusted by the National Geodetic Survey in July 2001. AD8488 AD8488.The NAVD 88 height was computed by applying the VERTCON shift value to AD8488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8488 AD8488.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8488 AD8488.The Laplace correction was computed from DEFLEC99 derived deflections. AD8488 AD8488.The ellipsoidal height was determined by GPS observations AD8488.and is referenced to NAD 83. AD8488 AD8488.The geoid height was determined by GEOID99. AD8488 AD8488; North East Units Scale Converg. AD8488;SPC FL E - 262,389.756 283,814.069 MT 1.00002787 +0 22 42.4 AD8488;UTM 17 - 2,953,432.211 583,785.471 MT 0.99968666 +0 22 42.4 AD8488 AD8488 SUPERSEDED SURVEY CONTROL AD8488 AD8488 NAD 83(1990)- 26 41 58.28683(N) 080 09 27.94448(W) AD( ) 1 AD8488 ELLIP HT - -21.01 (m) (08/13/93) GP( ) 4 1 AD8488 NAD 83(1990)- 26 41 58.28630(N) 080 09 27.94549(W) AD( ) 1 AD8488 ELLIP HT - -20.99 (m) (03/31/93) GP( ) 4 1 AD8488 NGVD 29 - 5.6 (m) 18. (f) GPS OBS AD8488 AD8488.Superseded values are not recommended for survey control. AD8488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8488.See file dsdata.txt to determine how the superseded data were derived. AD8488 AD8488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8378553432(NAD 83) AD8488_MARKER: DD = SURVEY DISK AD8488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8488_STAMPING: PBF 7 AD8488_MARK LOGO: ADRGS AD8488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8488+STABILITY: SURFACE MOTION AD8488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8488+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8488 AD8488 HISTORY - Date Condition Report By AD8488 HISTORY - 1991 MONUMENTED ADRGS AD8488 HISTORY - 20010111 MARK NOT FOUND USPSQD AD8488 HISTORY - 20020129 MARK NOT FOUND USPSQD AD8488 HISTORY - 20030403 MARK NOT FOUND USPSQD AD8488 AD8488 STATION DESCRIPTION AD8488 AD8488'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8488'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8488'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON AD8488'OKEECHOBEE BOULEVARD FOR 1.8 MI (2.90 KM) TO GOLDEN LAKES BOULEVARD. AD8488'TURN LEFT AND GO SOUTH FOR 1.15 MI (1.85 KM) TO BELVEDERE ROAD. TURN AD8488'LEFT AND GO EAST ON BELVEDERE ROAD FOR 0.5 MI (0.80 KM) TO TO SKEE AD8488'ROAD. TURN LEFT AND GO NORTH ON SKEE ROAD FOR 0.5 MI (0.80 KM) TO AD8488'GOLDEN RIVER DRIVE AND THE STATION IN THE CENTERLINE OF SKEE ROAD AT AD8488'THE SOUTH EDGE OF PAVEMENT OF GOLDEN RIVER DRIVE EXTENDED. AD8488'THE STATION IS SOUTHEAST 52.17 FT (15.90 M) FROM A CROSS CUT SET 1 AD8488'FOOT UP THE SOUTHWEST CORNER OF A CONCRETE LIGHT POLE, SOUTHEAST 5.94 AD8488'FT (1.81 M) FROM A PALM BEACH COUNTY BRASS DISK SET IN CONCRETE AND AD8488'STAMPED QADDAFI, AND NORTH 85.82 FT (26.16 M) FROM A NAIL AND TIN AD8488'TAB SET 2 FEET UP THE WEST SIDE OF A POWER POLE. AD8488 AD8488 STATION RECOVERY (2001) AD8488 AD8488'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8488'ROAD PAVED WITH 3 INCHES OF MCCADAM. PBC BRASS DISK STAMPED QADDAFI AD8488'EXPOSED THROUGH HOLE IN MCCADAM. STATION NOT DUG OUT AS YET. AD8488 AD8488 STATION RECOVERY (2002) AD8488 AD8488'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8488'MARK NOT FOUND. AD8488 AD8488 STATION RECOVERY (2003) AD8488 AD8488'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8488'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8498 *********************************************************************** AD8498 DESIGNATION - PBF 8 AD8498 PID - AD8498 AD8498 STATE/COUNTY- FL/PALM BEACH AD8498 USGS QUAD - PALM BEACH FARMS (1983) AD8498 AD8498 *CURRENT SURVEY CONTROL AD8498 ___________________________________________________________________ AD8498* NAD 83(1990)- 26 41 31.71587(N) 080 09 27.65373(W) ADJUSTED AD8498* NAVD 88 - 4.5 (meters) 15. (feet) VERTCON AD8498 ___________________________________________________________________ AD8498 LAPLACE CORR- -3.06 (seconds) DEFLEC99 AD8498 GEOID HEIGHT- -26.07 (meters) GEOID99 AD8498 AD8498 HORZ ORDER - SECOND AD8498 AD8498.The horizontal coordinates were established by classical geodetic methods AD8498.and adjusted by the National Geodetic Survey in August 1993. AD8498.No horizontal observational check was made to the station. AD8498 AD8498.The NAVD 88 height was computed by applying the VERTCON shift value to AD8498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8498 AD8498.The Laplace correction was computed from DEFLEC99 derived deflections. AD8498 AD8498.The geoid height was determined by GEOID99. AD8498 AD8498; North East Units Scale Converg. AD8498;SPC FL E - 261,571.996 283,827.566 MT 1.00002790 +0 22 42.2 AD8498;UTM 17 - 2,952,614.730 583,798.964 MT 0.99968669 +0 22 42.2 AD8498 AD8498 SUPERSEDED SURVEY CONTROL AD8498 AD8498 NAD 83(1990)- 26 41 31.71534(N) 080 09 27.65474(W) AD( ) 2 AD8498 NGVD 29 - 5.0 (m) 16. (f) H LEVEL AD8498 AD8498.Superseded values are not recommended for survey control. AD8498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8498.See file dsdata.txt to determine how the superseded data were derived. AD8498 AD8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8379952615(NAD 83) AD8498_MARKER: DD = SURVEY DISK AD8498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8498_STAMPING: T-15 T-11 T-10 18 50 AD8498_MARK LOGO: FL-099 AD8498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8498+STABILITY: SURFACE MOTION AD8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD8498+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8498 AD8498 HISTORY - Date Condition Report By AD8498 HISTORY - UNK MONUMENTED FL-099 AD8498 HISTORY - 19910810 GOOD ADRGS AD8498 HISTORY - 20010112 MARK NOT FOUND USPSQD AD8498 HISTORY - 20020129 MARK NOT FOUND USPSQD AD8498 HISTORY - 20030403 MARK NOT FOUND USPSQD AD8498 AD8498 STATION DESCRIPTION AD8498 AD8498'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8498'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8498'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON AD8498'OKEECHOBEE BOULEVARD FOR 1.8 MI (2.90 KM) TO GOLDEN LAKES BOULEVARD. AD8498'TURN LEFT AND GO SOUTH ON GOLDEN LAKES BOULEVARD FOR 1.15 MI AD8498'(1.85 KM) TO BELVEDERE ROAD. TURN LEFT AND GO EAST ON BELVEDERE ROAD AD8498'FOR 0.5 MI (0.80 KM) TO SKEE ROAD AND THE STATION IN THE CENTER OF AD8498'THE INTERSECTION. AD8498'THE STATION IS SOUTHEAST 53.78 FT (16.39 M) FROM A PK AND TIN TAB IN AD8498'THE TOP OF A WOOD GUARDRAIL POST IN THE NORTHWEST QUADRANT OF THE AD8498'INTERSECTION, SOUTHWEST 59.78 FT (18.22 M) FROM AN X-CUT IN THE AD8498'CORNER OF A CONCRETE LIGHT POLE IN THE NORTHEAST QUADRANT OF THE AD8498'INTERSECTION, NORTHEAST 36.50 FT (11.13 M) FFROM AN X-CUT IN THE AD8498'CORNER OF A CONCRETE LIGHTPOLE ON THE SOUTH SIDE OF BELVEDER ROAD, AD8498'AND SOUTH 121.72 FT (37.10 M) FROM A REBAR WITH A PUNCH MARK SET AD8498'FLUSH WITH THE GROUND, SET AS AN ECCENTRIC BECAUSE OF TRAFFIC AND AD8498'OBSTRUCTIONS. AD8498 AD8498 STATION RECOVERY (2001) AD8498 AD8498'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8498'ROAD HAS BEEN WIDENED AND BLACKTOPPED. AD8498 AD8498 STATION RECOVERY (2002) AD8498 AD8498'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8498'MARK NOT FOUND. AD8498 AD8498 STATION RECOVERY (2003) AD8498 AD8498'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8498'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8499 *********************************************************************** AD8499 DESIGNATION - PBF 8 ECC AD8499 PID - AD8499 AD8499 STATE/COUNTY- FL/PALM BEACH AD8499 USGS QUAD - PALM BEACH FARMS (1983) AD8499 AD8499 *CURRENT SURVEY CONTROL AD8499 ___________________________________________________________________ AD8499* NAD 83(1999)- 26 41 32.90988(N) 080 09 27.46523(W) ADJUSTED AD8499* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON AD8499 ___________________________________________________________________ AD8499 X - 974,733.189 (meters) COMP AD8499 Y - -5,618,328.687 (meters) COMP AD8499 Z - 2,847,804.795 (meters) COMP AD8499 LAPLACE CORR- -3.06 (seconds) DEFLEC99 AD8499 ELLIP HEIGHT- -20.38 (meters) (07/06/01) GPS OBS AD8499 GEOID HEIGHT- -26.08 (meters) GEOID99 AD8499 AD8499 HORZ ORDER - FIRST AD8499 ELLP ORDER - FOURTH CLASS II AD8499 AD8499.The horizontal coordinates were established by GPS observations AD8499.and adjusted by the National Geodetic Survey in July 2001. AD8499 AD8499.The NAVD 88 height was computed by applying the VERTCON shift value to AD8499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8499 AD8499.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8499 AD8499.The Laplace correction was computed from DEFLEC99 derived deflections. AD8499 AD8499.The ellipsoidal height was determined by GPS observations AD8499.and is referenced to NAD 83. AD8499 AD8499.The geoid height was determined by GEOID99. AD8499 AD8499; North East Units Scale Converg. AD8499;SPC FL E - 261,608.779 283,832.534 MT 1.00002791 +0 22 42.3 AD8499;UTM 17 - 2,952,651.501 583,803.931 MT 0.99968670 +0 22 42.3 AD8499 AD8499 SUPERSEDED SURVEY CONTROL AD8499 AD8499 NAD 83(1990)- 26 41 32.90916(N) 080 09 27.46313(W) AD( ) 1 AD8499 ELLIP HT - -20.38 (m) (08/13/93) GP( ) 4 1 AD8499 NAD 83(1990)- 26 41 32.90863(N) 080 09 27.46414(W) AD( ) 1 AD8499 ELLIP HT - -20.36 (m) (03/31/93) GP( ) 4 1 AD8499 NGVD 29 - 6.2 (m) 20. (f) GPS OBS AD8499 AD8499.Superseded values are not recommended for survey control. AD8499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8499.See file dsdata.txt to determine how the superseded data were derived. AD8499 AD8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8380452652(NAD 83) AD8499_MARKER: I = METAL ROD AD8499_SETTING: 2 = DRIVEN INTO GROUND AD8499_MARK LOGO: ADRGS AD8499_MAGNETIC: I = MARKER IS A STEEL ROD AD8499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8499+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8499 AD8499 HISTORY - Date Condition Report By AD8499 HISTORY - 1991 MONUMENTED ADRGS AD8499 HISTORY - 20010112 MARK NOT FOUND USPSQD AD8499 HISTORY - 20020129 MARK NOT FOUND USPSQD AD8499 HISTORY - 20030403 MARK NOT FOUND USPSQD AD8499 AD8499 STATION DESCRIPTION AD8499 AD8499'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8499'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8499'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON AD8499'OKEECHOBEE BOULEVARD FOR 1.8 MI (2.90 KM) TO GOLDEN LAKES BOULEVARD. AD8499'TURN LEFT AND GO SOUTH ON GOLDEN LAKES BOULEVARD FOR 1.15 MI AD8499'(1.85 KM) TO BELVEDERE ROAD. TURN LEFT AND GO EAST ON BELVEDERE ROAD AD8499'FOR 0.5 MI (0.80 KM) TO SKEE ROAD. TURN LEFT AND GO NORTH ON SKEE AD8499'ROAD FOR 100 FEET TO THE STATION ON THE RIGHT. AD8499'THE STATION IS A REBAR WITH A PUNCH MARK SET FLUSH WITH THE GROUND, AD8499'AND WAS SET AS AN ECCENTRIC TO STATION PBF 8, WHICH IS IN THE MIDDLE AD8499'OF THE INTERSECTION OF BELVEDERE ROAD AND SKEE ROAD. THE STATION IS AD8499'121.72 FT (37.10 M) NORTH OF PBF 8. AD8499'THE STATION IS SOUTH 23.59 FT (7.19 M) FROM A PK AND TIN TAB 1.5 FEET AD8499'UP A POWER POLE, NORTHWEST 10.24 FT (3.12 M) FROM AN X-CUT ON A AD8499'HEADWALL, AND NORTH 16.41 FT (5.00 M) FROM A PK AND TIN TAB 1.5 FEET AD8499'UP A POWER POLE. AD8499 AD8499 STATION RECOVERY (2001) AD8499 AD8499'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8499'MARK NOT FOUND. AD8499 AD8499 STATION RECOVERY (2002) AD8499 AD8499'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8499'MARK NOT FOUND. AD8499 AD8499 STATION RECOVERY (2003) AD8499 AD8499'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8499'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8507 *********************************************************************** AD8507 DESIGNATION - PBF 9 AD8507 PID - AD8507 AD8507 STATE/COUNTY- FL/PALM BEACH AD8507 USGS QUAD - PALM BEACH FARMS (1983) AD8507 AD8507 *CURRENT SURVEY CONTROL AD8507 ___________________________________________________________________ AD8507* NAD 83(1999)- 26 41 30.11171(N) 080 10 27.49167(W) ADJUSTED AD8507* NAVD 88 - 4.6 (meters) 15. (feet) VERTCON AD8507 ___________________________________________________________________ AD8507 X - 973,104.562 (meters) COMP AD8507 Y - -5,618,649.297 (meters) COMP AD8507 Z - 2,847,727.377 (meters) COMP AD8507 LAPLACE CORR- -2.90 (seconds) DEFLEC99 AD8507 ELLIP HEIGHT- -21.44 (meters) (07/06/01) GPS OBS AD8507 GEOID HEIGHT- -26.03 (meters) GEOID99 AD8507 AD8507 HORZ ORDER - FIRST AD8507 ELLP ORDER - FOURTH CLASS II AD8507 AD8507.The horizontal coordinates were established by GPS observations AD8507.and adjusted by the National Geodetic Survey in July 2001. AD8507 AD8507.The NAVD 88 height was computed by applying the VERTCON shift value to AD8507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8507 AD8507.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8507 AD8507.The Laplace correction was computed from DEFLEC99 derived deflections. AD8507 AD8507.The ellipsoidal height was determined by GPS observations AD8507.and is referenced to NAD 83. AD8507 AD8507.The geoid height was determined by GEOID99. AD8507 AD8507; North East Units Scale Converg. AD8507;SPC FL E - 261,511.807 282,173.629 MT 1.00002451 +0 22 15.3 AD8507;UTM 17 - 2,952,554.562 582,145.591 MT 0.99968331 +0 22 15.3 AD8507 AD8507 SUPERSEDED SURVEY CONTROL AD8507 AD8507 NAD 83(1990)- 26 41 30.11099(N) 080 10 27.48959(W) AD( ) 1 AD8507 ELLIP HT - -21.44 (m) (08/13/93) GP( ) 4 1 AD8507 NAD 83(1990)- 26 41 30.11046(N) 080 10 27.49059(W) AD( ) 1 AD8507 ELLIP HT - -21.43 (m) (03/31/93) GP( ) 4 1 AD8507 NGVD 29 - 5.1 (m) 17. (f) GPS OBS AD8507 AD8507.Superseded values are not recommended for survey control. AD8507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8507.See file dsdata.txt to determine how the superseded data were derived. AD8507 AD8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8214652555(NAD 83) AD8507_MARKER: DD = SURVEY DISK AD8507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8507_STAMPING: PBF 9 AD8507_MARK LOGO: ADRGS AD8507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8507+STABILITY: SURFACE MOTION AD8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8507+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 AD8507 AD8507 HISTORY - Date Condition Report By AD8507 HISTORY - 1991 MONUMENTED ADRGS AD8507 HISTORY - 20010112 GOOD USPSQD AD8507 HISTORY - 20020131 GOOD USPSQD AD8507 HISTORY - 20030403 GOOD USPSQD AD8507 AD8507 STATION DESCRIPTION AD8507 AD8507'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8507'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND AD8507'OKEECHOBEE BOULEVARD (STATE ROUTE 704), GO SOUTH ON STATE ROUTE 7 FOR AD8507'1.2 MI (1.93 KM) TO BELVEDERE ROAD. TURN LEFT AND GO EAST ON AD8507'BELVEDERE ROAD FOR 1.8 MI (2.90 KM) TO BENOIST FARMS ROAD AND THE AD8507'STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION, 27 FEET SOUTH OF AD8507'THE SOUTH EDGE OF PAVEMENT OF BELVEDERE ROAD. AD8507'THE STATION IS NORTHEAST 29.92 FT (9.12 M) FROM A NAIL AND TIN TAB IN AD8507'THE NORTHWEST SIDE OF A POWER POLE, NORTH 51.79 FT (15.79 M) FROM AN AD8507'X-CUT ON TOP OF THE NORTHEAST CORNER OF A CONCRETE CURB, AND AD8507'NORTHWEST 46.53 FT (14.18 M) FROM AN X-CUT ON THE CENTER OF A AD8507'CONCRETE HEADWALL. AD8507 AD8507 STATION RECOVERY (2001) AD8507 AD8507'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8507'UNDER SOD AT LOCATION. AD8507 AD8507 STATION RECOVERY (2002) AD8507 AD8507'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8507'RECOVERED IN GOOD CONDITION. AD8507 AD8507 STATION RECOVERY (2003) AD8507 AD8507'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8507'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8518 *********************************************************************** AD8518 DESIGNATION - PINEHURST AD8518 PID - AD8518 AD8518 STATE/COUNTY- FL/PALM BEACH AD8518 USGS QUAD - GREENACRES CITY (1983) AD8518 AD8518 *CURRENT SURVEY CONTROL AD8518 ___________________________________________________________________ AD8518* NAD 83(1999)- 26 37 02.96571(N) 080 09 26.76072(W) ADJUSTED AD8518* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8518 ___________________________________________________________________ AD8518 X - 975,389.455 (meters) COMP AD8518 Y - -5,621,997.368 (meters) COMP AD8518 Z - 2,840,379.486 (meters) COMP AD8518 LAPLACE CORR- -3.12 (seconds) DEFLEC99 AD8518 ELLIP HEIGHT- -20.71 (meters) (07/06/01) GPS OBS AD8518 GEOID HEIGHT- -25.91 (meters) GEOID99 AD8518 AD8518 HORZ ORDER - FIRST AD8518 ELLP ORDER - FOURTH CLASS II AD8518 AD8518.The horizontal coordinates were established by GPS observations AD8518.and adjusted by the National Geodetic Survey in July 2001. AD8518 AD8518.The NAVD 88 height was computed by applying the VERTCON shift value to AD8518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8518 AD8518.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8518 AD8518.The Laplace correction was computed from DEFLEC99 derived deflections. AD8518 AD8518.The ellipsoidal height was determined by GPS observations AD8518.and is referenced to NAD 83. AD8518 AD8518.The geoid height was determined by GEOID99. AD8518 AD8518; North East Units Scale Converg. AD8518;SPC FL E - 253,300.716 283,906.825 MT 1.00002806 +0 22 39.1 AD8518;UTM 17 - 2,944,346.272 583,878.197 MT 0.99968686 +0 22 39.1 AD8518 AD8518 SUPERSEDED SURVEY CONTROL AD8518 AD8518 NAD 83(1990)- 26 37 02.96468(N) 080 09 26.75928(W) AD( ) 1 AD8518 ELLIP HT - -20.71 (m) (08/13/93) GP( ) 4 1 AD8518 NAD 83(1990)- 26 37 02.96441(N) 080 09 26.75976(W) AD( ) 1 AD8518 ELLIP HT - -20.70 (m) (03/31/93) GP( ) 4 1 AD8518 NGVD 29 - 5.7 (m) 19. (f) GPS OBS AD8518 AD8518.Superseded values are not recommended for survey control. AD8518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8518.See file dsdata.txt to determine how the superseded data were derived. AD8518 AD8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8387844346(NAD 83) AD8518_MARKER: DD = SURVEY DISK AD8518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8518_STAMPING: PINEHURST AD8518_MARK LOGO: FL-099 AD8518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8518+STABILITY: SURFACE MOTION AD8518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8518+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8518 AD8518 HISTORY - Date Condition Report By AD8518 HISTORY - UNK MONUMENTED FL-099 AD8518 HISTORY - 19910810 GOOD ADRGS AD8518 HISTORY - 20010112 MARK NOT FOUND USPSQD AD8518 HISTORY - 20020129 MARK NOT FOUND USPSQD AD8518 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8518 AD8518 STATION DESCRIPTION AD8518 AD8518'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8518'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8518'ROUTE 802) AND MILITARY TRAIL (STATE ROUTE 809), GO WEST ON LAKE AD8518'WORTH ROAD FOR 2.8 MI (4.51 KM) TO PINEHURST DRIVE AND THE STATION ON AD8518'THE LEFT, 8 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT OF LAKE WORTH AD8518'ROAD AND ON THE CENTERLINE OF PINEHURST DRIVE EXTENDED. AD8518'THE STATION IS WEST 45.53 FT (13.88 M) FROM AN X-CUT 2 FEET UP THE AD8518'NORTH SIDE OF A CONCRETE LIGHT POLE, EAST 47.37 FT (14.44 M) FROM AN AD8518'X-CUT 2 FEET UP THE NORTH SIDE OF A CONCRETE LIGHT POLE, AND NORTH AD8518'21.65 FT (6.60 M) FROM A NAIL AND TIN TAB IN THE TOP OF A GUARDRAIL AD8518'POST. AD8518 AD8518 STATION RECOVERY (2001) AD8518 AD8518'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8518'MARK NOT FOUND. AD8518 AD8518 STATION RECOVERY (2002) AD8518 AD8518'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8518'MARK NOT FOUND. AD8518 AD8518 STATION RECOVERY (2003) AD8518 AD8518'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8518'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2933 *********************************************************************** AD2933 DESIGNATION - Q 96 AD2933 PID - AD2933 AD2933 STATE/COUNTY- FL/PALM BEACH AD2933 USGS QUAD - DELTA (1983) AD2933 AD2933 *CURRENT SURVEY CONTROL AD2933 ___________________________________________________________________ AD2933* NAD 83(1986)- 26 47 49. (N) 080 08 02. (W) SCALED AD2933* NAVD 88 - 5.826 (meters) 19.11 (feet) ADJUSTED AD2933 ___________________________________________________________________ AD2933 GEOID HEIGHT- -26.52 (meters) GEOID99 AD2933 DYNAMIC HT - 5.817 (meters) 19.08 (feet) COMP AD2933 MODELED GRAV- 979,113.9 (mgal) NAVD 88 AD2933 AD2933 VERT ORDER - SECOND CLASS 0 AD2933 AD2933.The horizontal coordinates were scaled from a topographic map and have AD2933.an estimated accuracy of +/- 6 seconds. AD2933 AD2933.The orthometric height was determined by differential leveling AD2933.and adjusted by the National Geodetic Survey in June 1991. AD2933 AD2933.The geoid height was determined by GEOID99. AD2933 AD2933.The dynamic height is computed by dividing the NAVD 88 AD2933.geopotential number by the normal gravity value computed on the AD2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2933.degrees latitude (g = 980.6199 gals.). AD2933 AD2933.The modeled gravity was interpolated from observed gravity values. AD2933 AD2933; North East Units Estimated Accuracy AD2933;SPC FL E - 273,200. 286,120. MT (+/- 180 meters Scaled) AD2933 AD2933 SUPERSEDED SURVEY CONTROL AD2933 AD2933 NGVD 29 - 6.303 (m) 20.68 (f) ADJ UNCH 2 0 AD2933 AD2933.Superseded values are not recommended for survey control. AD2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2933.See file dsdata.txt to determine how the superseded data were derived. AD2933 AD2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK860642(NAD 83) AD2933_MARKER: DB = BENCH MARK DISK AD2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2933_STAMPING: Q 96 1942 AD2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2933+STABILITY: SURFACE MOTION AD2933 AD2933 HISTORY - Date Condition Report By AD2933 HISTORY - 1942 MONUMENTED CGS AD2933 HISTORY - 1964 MARK NOT FOUND NGS AD2933 HISTORY - 1974 GOOD NGS AD2933 HISTORY - 20020412 MARK NOT FOUND USPSQD AD2933 HISTORY - 20030412 MARK NOT FOUND USPSQD AD2933 AD2933 STATION DESCRIPTION AD2933 AD2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2933'8 MI NW FROM WEST PALM BEACH. AD2933'8.0 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD AD2933'FROM THE STATION AT WEST PALM BEACH, PALM BEACH COUNTY, 2.8 AD2933'FEET SOUTHEAST OF MILEPOST 962, AND 11 FEET SOUTHWEST OF THE AD2933'SOUTHWEST RAIL. A STANDARD DISK, STAMPED Q 96 1942 AND SET AD2933'IN THE TOP OF A CONCRETE POST. AD2933 AD2933 STATION RECOVERY (1974) AD2933 AD2933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD2933'RECOVERED IN GOOD CONDITION. AD2933 AD2933 STATION RECOVERY (2002) AD2933 AD2933'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2933'AREA IS NOW SINGLE TRACK. RECENT DIGGING AROUND MILE POST AD2933 AD2933 STATION RECOVERY (2003) AD2933 AD2933'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2933'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8524 *********************************************************************** AD8524 DESIGNATION - QUANTAM AD8524 PID - AD8524 AD8524 STATE/COUNTY- FL/PALM BEACH AD8524 USGS QUAD - PALM BEACH FARMS (1983) AD8524 AD8524 *CURRENT SURVEY CONTROL AD8524 ___________________________________________________________________ AD8524* NAD 83(1999)- 26 42 06.31214(N) 080 12 04.17475(W) ADJUSTED AD8524* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8524 ___________________________________________________________________ AD8524 X - 970,385.755 (meters) COMP AD8524 Y - -5,618,612.329 (meters) COMP AD8524 Z - 2,848,723.153 (meters) COMP AD8524 LAPLACE CORR- -2.71 (seconds) DEFLEC99 AD8524 ELLIP HEIGHT- -20.56 (meters) (07/06/01) GPS OBS AD8524 GEOID HEIGHT- -25.98 (meters) GEOID99 AD8524 AD8524 HORZ ORDER - FIRST AD8524 ELLP ORDER - FOURTH CLASS II AD8524 AD8524.The horizontal coordinates were established by GPS observations AD8524.and adjusted by the National Geodetic Survey in July 2001. AD8524 AD8524.The NAVD 88 height was computed by applying the VERTCON shift value to AD8524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8524 AD8524.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8524 AD8524.The Laplace correction was computed from DEFLEC99 derived deflections. AD8524 AD8524.The ellipsoidal height was determined by GPS observations AD8524.and is referenced to NAD 83. AD8524 AD8524.The geoid height was determined by GEOID99. AD8524 AD8524; North East Units Scale Converg. AD8524;SPC FL E - 262,608.941 279,493.784 MT 1.00001916 +0 21 32.3 AD8524;UTM 17 - 2,953,651.321 579,466.661 MT 0.99967796 +0 21 32.3 AD8524 AD8524 SUPERSEDED SURVEY CONTROL AD8524 AD8524 NAD 83(1990)- 26 42 06.31141(N) 080 12 04.17283(W) AD( ) 1 AD8524 ELLIP HT - -20.56 (m) (08/13/93) GP( ) 4 1 AD8524 NAD 83(1990)- 26 42 06.31093(N) 080 12 04.17356(W) AD( ) 1 AD8524 ELLIP HT - -20.55 (m) (03/31/93) GP( ) 4 1 AD8524 NGVD 29 - 5.9 (m) 19. (f) GPS OBS AD8524 AD8524.Superseded values are not recommended for survey control. AD8524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8524.See file dsdata.txt to determine how the superseded data were derived. AD8524 AD8524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7946753651(NAD 83) AD8524_MARKER: DD = SURVEY DISK AD8524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8524_STAMPING: QUANTAM AD8524_MARK LOGO: FL-099 AD8524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8524+STABILITY: SURFACE MOTION AD8524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8524+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8524 AD8524 HISTORY - Date Condition Report By AD8524 HISTORY - UNK MONUMENTED FL-099 AD8524 HISTORY - 19910810 GOOD ADRGS AD8524 HISTORY - 20020131 MARK NOT FOUND USPSQD AD8524 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8524 AD8524 STATION DESCRIPTION AD8524 AD8524'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8524'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND AD8524'OKEECHOBEE BOULEVARD (STATE ROUTE 704), GO SOUTH ON STATE ROUTE 7 FOR AD8524'0.5 MI (0.80 KM) TO THE STATION ON THE EAST SIDE OF STATE ROUTE 7, AD8524'16.5 FEET EAST OF THE EAST EDGE OF PAVEMENT AND 130 FEET NORTH OF A AD8524'DO NOT LITTER SIGN. AD8524'THE STATION IS SOUTHEAST 23.42 FT (7.14 M) FROM AN IRON PIN SET FLUSH AD8524'WITH THE GROUND, NORTHEAST 27.38 FT (8.35 M) FROM AN IRON PIN SET AD8524'FLUSH WITH THE GROUND, AND WEST 3.12 FT (0.95 M) FROM THE BASE OF A AD8524'PALM BEACH COUNTY WITNESS SIGN AND POST. AD8524 AD8524 STATION RECOVERY (2002) AD8524 AD8524'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8524'GPS SHOWS LOCATION OF MARK UNDER DIVIDED HIGHWAY AD8524 AD8524 STATION RECOVERY (2003) AD8524 AD8524'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8524'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2821 *********************************************************************** AD2821 DESIGNATION - RAIL AD2821 PID - AD2821 AD2821 STATE/COUNTY- FL/PALM BEACH AD2821 USGS QUAD - PALM BEACH (1983) AD2821 AD2821 *CURRENT SURVEY CONTROL AD2821 ___________________________________________________________________ AD2821* NAD 83(1990)- 26 42 19.60270(N) 080 03 19.94913(W) ADJUSTED AD2821* NAVD 88 - 5.377 (meters) 17.64 (feet) ADJUSTED AD2821 ___________________________________________________________________ AD2821 LAPLACE CORR- -4.64 (seconds) DEFLEC99 AD2821 GEOID HEIGHT- -26.48 (meters) GEOID99 AD2821 DYNAMIC HT - 5.368 (meters) 17.61 (feet) COMP AD2821 MODELED GRAV- 979,119.1 (mgal) NAVD 88 AD2821 AD2821 HORZ ORDER - SECOND AD2821 VERT ORDER - FIRST CLASS II AD2821 AD2821.The horizontal coordinates were established by classical geodetic methods AD2821.and adjusted by the National Geodetic Survey in May 1991. AD2821 AD2821.The orthometric height was determined by differential leveling AD2821.and adjusted by the National Geodetic Survey in June 1991. AD2821.WARNING-Repeat measurements at this control monument indicate possible AD2821.vertical movement. AD2821 AD2821.The Laplace correction was computed from DEFLEC99 derived deflections. AD2821 AD2821.The geoid height was determined by GEOID99. AD2821 AD2821.The dynamic height is computed by dividing the NAVD 88 AD2821.geopotential number by the normal gravity value computed on the AD2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2821.degrees latitude (g = 980.6199 gals.). AD2821 AD2821.The modeled gravity was interpolated from observed gravity values. AD2821 AD2821; North East Units Scale Converg. AD2821;SPC FL E - 263,117.070 293,982.166 MT 1.00005018 +0 25 28.1 AD2821;UTM 17 - 2,954,159.277 593,950.100 MT 0.99970897 +0 25 28.1 AD2821 AD2821: Primary Azimuth Mark Grid Az AD2821:SPC FL E - EAST 001 29 21.9 AD2821:UTM 17 - EAST 001 29 21.9 AD2821 AD2821|---------------------------------------------------------------------| AD2821| PID Reference Object Distance Geod. Az | AD2821| dddmmss.s | AD2821| AD6608 EAST APPROX. 1.4 KM 0015450.0 | AD2821| CX2428 RAIL RM 1 28.360 METERS 03422 | AD2821| CX2429 RAIL RM 2 41.493 METERS 19535 | AD2821| AD6598 OKEE ECC 1924 440.979 METERS 2724147.0 | AD2821|---------------------------------------------------------------------| AD2821 AD2821 SUPERSEDED SURVEY CONTROL AD2821 AD2821 NAD 83(1986)- 26 42 19.60710(N) 080 03 19.95792(W) AD( ) 2 AD2821 NAD 27 - 26 42 18.37319(N) 080 03 20.80982(W) AD( ) 2 AD2821 NGVD 29 - 5.842 (m) 19.17 (f) ADJ UNCH 1 2 AD2821 AD2821.Superseded values are not recommended for survey control. AD2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2821.See file dsdata.txt to determine how the superseded data were derived. AD2821 AD2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9395054159(NAD 83) AD2821_MARKER: DE = TRAVERSE STATION DISK AD2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2821_STAMPING: RAIL 19.258 AD2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2821+STABILITY: SURFACE MOTION AD2821 AD2821 HISTORY - Date Condition Report By AD2821 HISTORY - 1924 MONUMENTED CGS AD2821 HISTORY - 1932 GOOD CGS AD2821 HISTORY - 1934 GOOD CGS AD2821 HISTORY - 1938 GOOD BSA AD2821 HISTORY - 1965 GOOD NGS AD2821 HISTORY - 1973 MARK NOT FOUND NGS AD2821 HISTORY - 1973 MARK NOT FOUND NGS AD2821 HISTORY - 1989 MARK NOT FOUND USPSQD AD2821 HISTORY - 1990 MARK NOT FOUND USPSQD AD2821 HISTORY - 20020401 MARK NOT FOUND USPSQD AD2821 HISTORY - 20030408 MARK NOT FOUND USPSQD AD2821 AD2821 STATION DESCRIPTION AD2821 AD2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (EBR) AD2821'THIS TRAVERSE STATION IS ADJACENT TO AND ON THE S SIDE OF CONCRETE AD2821'SIDEWALK ON S SIDE OF OKEECHOBEE ROAD, 5 METERS W OF W RAIL OF AD2821'MAIN LINE OF FLORIDA EAST COAST RAILWAY, 10 METERS E OF ALABAMA AD2821'AVENUE. AD2821' AD2821'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS AD2821'SET IN CONCRETE. AD2821' AD2821'REFERENCE MARK NO. 1 IS TO THE NE IN RAILROAD RIGHT-OF-WAY, 10 AD2821'METERS E OF E RAIL, 8 METERS N OF OKEECHOBEE ROAD, IN LINE WITH AD2821'TELEGRAPH POLES. REFERENCE MARK NO. 2 IS TO THE S, 42 METERS S AD2821'OF OKEECHOBEE ROAD, 3 METERS FROM TRAVELED WAY ON ALABAMA AVENUE, AD2821'1 METER W OF TELEGRAPH POLE MARKED NO. 1. AD2821' AD2821'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.1 METERS. AD2821 AD2821 STATION RECOVERY (1932) AD2821 AD2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB) AD2821'STATION RECOVERED. IT IS IN THE CITY OF WEST PALM BEACH, ON THE AD2821'FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY AT THE CROSSING AT THE AD2821'INTERSECTION OF OKEECHOBEE ROAD AND ALABAMA AVENUE, ADJACENT TO AD2821'AND ALONG S SIDE OF S CONCRETE WALK ON OKEECHOBEE ROAD, 1 METER W AD2821'OF THE W RAIL OF THE W TRACK OF A DOUBLE TRACK, 1 METER E OF AD2821'DANGER SIGNAL AT CROSSING, 10 METERS E OF E SIDE OF ALABAMA AD2821'AVENUE. AD2821' AD2821'TO REACH FROM U.S HIGHWAY 1 IN WEST PALM BEACH, GO S TO S PART AD2821'OF TOWN TO INTERSECTION OF U.S. HIGHWAY 1 AND OKEECHOBEE AD2821'ROAD. TURN W ON OKEECHOBEE ROAD AND GO TWO SQUARES TO RAILROAD AD2821'CROSSING AT ALABAMA AVENUE AND STATION SITE. AD2821 AD2821 STATION RECOVERY (1934) AD2821 AD2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB) AD2821'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION. IT IS A AD2821'STATION OF THE PALM BEACH LAKE OKEECHOBEE TRAVERSE ESTABLISHED IN AD2821'1924. AD2821' AD2821'STATION IS A STANDARD MARK SET IN A 12-INCH SQUARE BLOCK OF AD2821'CONCRETE ON THE S SIDE AND ADJACENT TO THE CEMENT WALK ON THE S SIDE AD2821'OF OKEECHOBEE ROAD, AT INTERSECTION OF OKEECHOBEE ROAD AND AD2821'ALABAMA AVENUE. IT IS 1 METER W OF THE W RAIL OF THE W TRACK, 1 AD2821'METER E OF A DANGER SIGNAL AT RAILROAD CROSSING. IT IS 10 METERS AD2821'E OF THE E SIDE OF ALABAMA AVENUE. NEITHER OF THE REFERENCE AD2821'MARKS COULD BE FOUND AT THIS STATION. STATION STAMPED RAIL WITH AD2821'NO DATE. AD2821' AD2821'TO REACH FROM U.S. ROUTE 1 IN WEST PALM BEACH, GO S TO THE AD2821'INTERSECTION OF U.S. ROUTE 1 AND THE OKEECHOBEE ROAD, TURN W ON AD2821'THIS ROAD AND GO TWO BLOCKS TO THE RAILROAD AND THE STATION. THIS AD2821'OKEECHOBEE ROAD IS THE OLD ROAD. AD2821 AD2821 STATION RECOVERY (1938) AD2821 AD2821'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1938 AD2821'STATION FOUND BUT COULD NOT LOCATE EITHER REFERENCE MARK. J.B.S AD2821'DESCRIPTION IN 1934 IS ACCURATE, BUT THE ORIGINAL IN 1924 IS AD2821'WRONG. BECAUSE A DOUBLE TRACK HAS BEEN LAID MAKING THE STATION AD2821'1 METER W OF THE W RAIL OF THE FLORIDA EAST COAST RAILWAY. AD2821 AD2821 STATION RECOVERY (1965) AD2821 AD2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 AD2821'AT WEST PALM BEACH. AD2821'AT WEST PALM BEACH, ABOUT 0.9 MILE SOUTH ALONG THE FLORIDA EAST AD2821'COAST RAILWAY FROM THE PASSENGER STATION, IN SECTION 28, R 43 E, AD2821'T 43 S, NEAR THE CROSSING OF OKEECHOBEE ROAD, 3.5 FEET WEST OF AD2821'THE WEST RAIL OF THE SOUTHBOUND TRACK, 25.5 FEET SOUTH OF THE AD2821'CENTER LINE OF THE ROAD, 3 INCHES SOUTH OF THE SOUTH EDGE OF A AD2821'BLACK TOP AREA USED AS A SIDEWALK, ABOUT 6 INCHES BELOW THE AD2821'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH AD2821'THE GROUND. NOTE-- AREA HAS BEEN FILLED AND MARK MAY BE COVERED AD2821'WITH ASPHALT. AD2821 AD2821 STATION RECOVERY (1973) AD2821 AD2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD2821'LOST. A THOROUGH SEARCH WAS MADE AT THE PLOTTED POSITION AND AD2821'NO EVIDENCE OF STATION COULD BE FOUND. MARK IS BELIEVED TO HAVE AD2821'BEEN COVERED WITH ASPHALT WHEN THE ROAD BED HAS BEEN WIDENED AT AD2821'THIS POINT. AD2821 AD2821 STATION RECOVERY (1973) AD2821 AD2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2821'MARK NOT FOUND. AD2821 AD2821 STATION RECOVERY (1989) AD2821 AD2821'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD2821'MARK NOT FOUND. AD2821 AD2821 STATION RECOVERY (1990) AD2821 AD2821'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS) AD2821'MARK NOT FOUND. AD2821 AD2821 STATION RECOVERY (2002) AD2821 AD2821'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2821'MARK NOT FOUND. AD2821 AD2821 STATION RECOVERY (2003) AD2821 AD2821'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2821'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6732 *********************************************************************** AD6732 DESIGNATION - RANGE AD6732 PID - AD6732 AD6732 STATE/COUNTY- FL/PALM BEACH AD6732 USGS QUAD - PALM BEACH FARMS (1983) AD6732 AD6732 *CURRENT SURVEY CONTROL AD6732 ___________________________________________________________________ AD6732* NAD 83(1990)- 26 41 14.23196(N) 080 09 22.89636(W) ADJUSTED AD6732* NAVD 88 - 4.5 (meters) 15. (feet) VERTCON AD6732 ___________________________________________________________________ AD6732 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AD6732 GEOID HEIGHT- -26.07 (meters) GEOID99 AD6732 AD6732 HORZ ORDER - SECOND AD6732 AD6732.The horizontal coordinates were established by classical geodetic methods AD6732.and adjusted by the National Geodetic Survey in May 1991. AD6732 AD6732.The NAVD 88 height was computed by applying the VERTCON shift value to AD6732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6732 AD6732.The Laplace correction was computed from DEFLEC99 derived deflections. AD6732 AD6732.The geoid height was determined by GEOID99. AD6732 AD6732; North East Units Scale Converg. AD6732;SPC FL E - 261,034.753 283,962.645 MT 1.00002818 +0 22 44.1 AD6732;UTM 17 - 2,952,077.670 583,933.998 MT 0.99968697 +0 22 44.1 AD6732 AD6732: Primary Azimuth Mark Grid Az AD6732:SPC FL E - RANGE AZ MK 039 05 12.6 AD6732:UTM 17 - RANGE AZ MK 039 05 12.6 AD6732 AD6732|---------------------------------------------------------------------| AD6732| PID Reference Object Distance Geod. Az | AD6732| dddmmss.s | AD6732| CX2457 RANGE RM 1 21.028 METERS 02221 | AD6732| AD6733 RANGE 1953 RM 1 1971 21.040 METERS 02221 | AD6732| CX2456 RANGE AZ MK 0392756.7 | AD6732| AD6748 VORTAC WEST PALM BEACH PBI 23.139 METERS 06647 | AD6732| AD6586 PALM BEACH INTL APT TANK BCN APPROX. 6.1 KM 0872351.9 | AD6732| AD6747 VOR WEST PALM BEACH RAD PBI 23.717 METERS 08927 | AD6732| AD6577 WEST PALM BEACH APT CNTRL TWR APPROX. 6.3 KM 0982614.3 | AD6732| CX2458 RANGE RM 2 21.346 METERS 10438 | AD6732|---------------------------------------------------------------------| AD6732 AD6732 SUPERSEDED SURVEY CONTROL AD6732 AD6732 NAD 83(1986)- 26 41 14.23631(N) 080 09 22.90476(W) AD( ) 2 AD6732 NAD 27 - 26 41 13.00000(N) 080 09 23.74587(W) AD( ) 2 AD6732 NGVD 29 - 5.0 (m) 16. (f) VERT ANG AD6732 AD6732.Superseded values are not recommended for survey control. AD6732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6732.See file dsdata.txt to determine how the superseded data were derived. AD6732 AD6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8393452078(NAD 83) AD6732_MARKER: DS = TRIANGULATION STATION DISK AD6732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6732 AD6732 HISTORY - Date Condition Report By AD6732 HISTORY - 1953 MONUMENTED CGS AD6732 HISTORY - 1960 GOOD CGS AD6732 HISTORY - 1964 GOOD CGS AD6732 HISTORY - 1970 GOOD NGS AD6732 HISTORY - 20020129 MARK NOT FOUND USPSQD AD6732 HISTORY - 20030401 MARK NOT FOUND USPSQD AD6732 AD6732 STATION DESCRIPTION AD6732 AD6732'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ) AD6732'THE STATION IS LOCATED ABOUT 6 MILE SOUTHWEST OF WEST PALM BEACH, AD6732'7 MILES EAST-NORTHEAST OF LOXAHATCHEE, 2-1/2 MILES WEST OF THE AD6732'WEST PALM BEACH INTERNATIONAL AIRPORT, 3/4 MILE NORTH OF STATE AD6732'HIGHWAY 80 AND JUST WEST OF THE VOR RANGE STATION. IT IS 33.7 AD6732'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE AD6732'VOR STATION AND 28 FEET WEST OF THE WEST BOUNDARY FENCE. THE AD6732'MARK IS ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND AND THE AD6732'DISK IS STAMPED RANGE 1953. AD6732' AD6732'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF THE NORTHWEST CORNER OF AD6732'THE FENCE AROUND THE VOR STATION. THE MARK PROJECTS ABOUT 3 AD6732'INCHES AND THE DISK IS STAMPED RANGE NO 1 1953. AD6732' AD6732'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE SOUTHWEST LEG OF THE AD6732'VOR STATION AND IN THE SOUTH BOUNDARY FENCE. THE MARK PROJECTS AD6732'ABOUT 2 INCHES AND THE DISK IS STAMPED RANGE NO 2 1953. AD6732' AD6732'VOR-PBI IS A CHISLED CROSS IN THE CENTER OF THE CONCRETE BASE OF AD6732'THE VOR STATION. THE CROSS IS DIRECTLY UNDER THE CENTER OF THE AD6732'VOR STATION. AD6732' AD6732'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RANGE AD6732'TO VOR-PBI. THE DISTANCE IS AS SHOWN. AD6732' AD6732'AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF A GATE, 25 FEET AD6732'NORTH OF THE CENTERLINE OF A NARROW GRAVELED ROAD AND IN THE EAST AD6732'AND WEST FENCE LINE. THE MARK PROJECTS ABOUT 4 INCHES AND THE AD6732'DISK IS STAMPED RANGE 1953. AD6732' AD6732'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 80 AND MILITARY AD6732'TRAIL AT THE SOUTHWEST CORNER OF THE WEST PALM BEACH INTERNATIONAL AD6732'AIRPORT, GO NORTH ON MILITARY TRAIL FOR 1.0 MILE TO CROSSROADS, AD6732'TURN LEFT (WEST) ON OKEECHOBEE ROAD FOR 2.55 MILES TO A DRIVEWAY AD6732'ON THE LEFT, TURN LEFT (SOUTH) ACROSS BRIDGE FOR 0.15 MILE TO A AD6732'GATE AND THE AZIMUTH MARK JUST WEST OF THE GATE. PASS THROUGH AD6732'GATE AND TURN RIGHT (WEST) ON A NARROW GRAVELED FIELD ROAD AD6732'FOR 0.1 MILE TO A POWER LINE, TURN LEFT (SOUTH) FOR 0.2 MILE TO AD6732'THE STATION JUST WEST OF THE VOR STATION. AD6732' AD6732'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. AD6732 AD6732 STATION RECOVERY (1960) AD6732 AD6732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC) AD6732'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD AD6732'CONDITION. REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE AD6732'RECOVERED AS DESCRIBED. THE VOR MENTIONED IN THE DESCRIPTION HAS AD6732'BEEN CHANGED TO A VORTAC AND IS LOCATED AS SHOWN. AD6732 AD6732 STATION RECOVERY (1964) AD6732 AD6732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS) AD6732'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE AD6732'RECOVERED IN GOOD CONDITION. THE FENCE AROUND THE VOR HAS BEEN AD6732'REBUILT AND A NEW DESCRIPTION FOLLOWS-- AD6732' AD6732'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WEST PALM BEACH AND AD6732'2.5 MILES WEST OF PALM BEACH INTERNATIONAL AIRPORT AND ABOUT 0.15 AD6732'MILE EAST OF SUNSHINE STATE PARKWAY HIGHWAY. AD6732' AD6732'TO REACH THE STATION FROM INTERSECTION OF STATE ROAD 80 AND AD6732'MILITARY TRAIL (STATE ROAD 809) AT THE SOUTHWEST CORNER OF PALM AD6732'BEACH INTERNATIONAL AIRPORT, GO NORTH ON MILITARY TRAIL FOR 1.0 AD6732'MILE TO BELLEVIEW ROAD, TURN LEFT ON BELLEVIEW ROAD AND GO WEST AD6732'2.55 MILES TO A DRIVEWAY LEFT (JUST BEFORE REACHING SUNSHINE AD6732'STATE PARKWAY HIGHWAY). TURN LEFT AND GO 0.15 MILE TO A AD6732'GATE AND THE AZIMUTH MARK, PASS THROUGH GATE, GO WEST 0.1 AD6732'MILE, TURN LEFT AND GO SOUTH 0.2 MILE TO THE VOR AND STATION. AD6732' AD6732'STATION IS A STANDARD DISK STAMPED RANGE 1953 SET IN THE TOP OF AD6732'A 12 X 12 INCH CONCRETE MONUMENT ABOUT 12 INCHES UNDERGROUND, IS AD6732'24.5 FT. WEST OF THE SOUTHWEST CORNER AND 23.8 FT. WEST OF THE WEST AD6732'BOUNDARY FENCE LINE, 70.2 FT. SOUTHWEST OF THE NORTHWEST CORNER AD6732'OF THE FENCE. AD6732' AD6732'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RANGE NO 1 1953, SET AD6732'IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT PROJECTING 2 AD6732'INCHES, IS 3 FT. SOUTH OF THE NORTH BOUNDARY FENCE LINE AND 5 AD6732'FT. EAST OF THE NORTHWEST CORNER OF THE FENCE. AD6732' AD6732'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RANGE NO 2 1953, SET AD6732'IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT PROJECTING 2 INCHES, AD6732'IS 38 FT. SOUTHEAST CORNER OF THE FENCE, 13 FT. SOUTH OF THE SOUTH AD6732'BOUNDARY FENCE LINE AND 43 FT. WEST OF AN ANTENNA. AD6732' AD6732'AZIMUTH MARK IS A STANDARD DISK STAMPED RANGE 1953, SET IN THE AD6732'TOP OF A 12 X 12 INCH CONCRETE MONUMENT 36 FT. WEST OF THE CENTER AD6732'OF THE GATE, 25 FT. NORTH OF THE CENTER OF THE ROAD, 2 FT, EAST AD6732'OF A WITNESS SIGN AND IN AN EAST-WEST FENCE LINE. AD6732 AD6732 STATION RECOVERY (1970) AD6732 AD6732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6732'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZ MK WERE AD6732'RECOVERED AND FOUND IN GOOD CONDITION. THE DISTANCE AND DIRECTIONS AD6732'TO THE REFERENCE MARKS CHECKED. THE STATION VOR WEST PALM BEACH AD6732'RADIO PBI 1953 WAS REPLACED BY A VORTAC IN 1960. DUE TO CHANGES AD6732'A COMPLETE NEW DESCRIPTION FOLLOWS. AD6732' AD6732'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WEST PALM BEACH, 2 AD6732'1/2 MILES WEST OF THE PALM BEACH INTERNATIONAL AIRPORT AND AT A AD6732'VORTAC SITE ABOUT 0.15 MILE EAST OF THE FLORIDA TURNPIKE. AD6732' AD6732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 98 AD6732'IN WEST PALM BEACH, GO WEST ON U.S. HIGHWAY 98 (SOUTHERN BOULEVARD) AD6732'FOR 3.3 MILES TO THE JUNCTION OF MILITARY TRAIL. TURN RIGHT AND AD6732'GO NORTH ON MILITARY TRAIL FOR 0.9 MILE TO BELEVEDERE ROAD. TURN AD6732'LEFT AND GO WEST FOLLOWING BELEVEDERE ROAD FOR 2.55 MILES TO A AD6732'SIDE ROAD LEFT, (JUST BEFORE REACHING THE OVERPASS OVER THE AD6732'FLORIDA TURNPIKE). TURN LEFT AND GO SOUTH PASSING THROUGH OPEN AD6732'GATE FOR 0.15 MILE TO A SIDE ROAD RIGHT AND THE AZ MK AS AD6732'DESCRIBED. TURN RIGHT AND GO WEST THEN SOUTH FOLLOWING TRACK AD6732'ROAD TO VORTAC AND STATION AS DESCRIBED. AD6732' AD6732'ALL MARKS ARE STANDARD DISKS SET IN SQUARE CONCRETE POSTS. AD6732' AD6732'STATION MARK, STAMPED RANGE 1953, IS SET 15-INCHES BELOW GROUND AD6732'SURFACE. IT IS 70.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AD6732'VORTAC BUILDING, 53.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER AD6732'OF VORTAC BUILDING, 28 FEET SOUTH OF CENTER OF AN AREA PROTECTED AD6732'BY 9.4 BY 4 FOOT WOODEN POSTS PAINTED RED AND WHITE AND 24 FEET AD6732'WEST-NORTHWEST OF THE SOUTHWEST FENCE CORNER. AD6732' AD6732'RM 1, STAMPED RANGE NO 1 1953, PROJECTS ABOUT 2 INCHES. IT IS 30 AD6732'FEET NORTHWEST OF THE NORTHWEST CORNER OF VORTAC BUILDING, 25 FEET AD6732'WEST OF CENTER OF GATE TO THE VORTAC BUILDING AND 4.5 FEET AD6732'SOUTHEAST OF THE NORTHWEST FENCE CORNER. AD6732' AD6732'RM 2, STAMPED RANGE NO 2 1953, PROJECTS ABOUT 2 INCHES. IT IS AD6732'36 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF VORTAC BUILDING, 33 AD6732'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF VORTAC BUILDING AND AD6732'12.5 FEET SOUTH OF THE 4 FOOT HIGH WOODEN FENCE AROUND VORTAC AD6732'BUILDING. AD6732' AD6732'AZ MK, STAMPED RANGE 1953, PROJECTS ABOUT 1 INCH. IT IS 47.5 FEET AD6732'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 25 FEET NORTH OF CENTER AD6732'OF THE TRACK ROAD, 4 FEET WEST OF A 15-INCH TREE, 2 FEET WEST OF AD6732'A WOODEN WITNESS POST AND 1 FOOT EAST OF A METAL WITNESS AD6732'POST. AD6732' AD6732'NOTICE--NO MEASUREMENT BETWEEN RM 1 AND 2 DUE TO THE VORTAC AD6732'BUILDING BEING ON LINE. AD6732' AD6732'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. AD6732 AD6732 STATION RECOVERY (2002) AD6732 AD6732'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6732'MARK NOT FOUND. AD6732 AD6732 STATION RECOVERY (2003) AD6732 AD6732'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6732'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6733 *********************************************************************** AD6733 DESIGNATION - RANGE 1953 RM 1 1971 AD6733 PID - AD6733 AD6733 STATE/COUNTY- FL/PALM BEACH AD6733 USGS QUAD - PALM BEACH FARMS (1983) AD6733 AD6733 *CURRENT SURVEY CONTROL AD6733 ___________________________________________________________________ AD6733* NAD 83(1990)- 26 41 14.86421(N) 080 09 22.60695(W) ADJUSTED AD6733* NAVD 88 - 4.9 (meters) 16. (feet) VERTCON AD6733 ___________________________________________________________________ AD6733 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AD6733 GEOID HEIGHT- -26.07 (meters) GEOID99 AD6733 AD6733 HORZ ORDER - SECOND AD6733 AD6733.The horizontal coordinates were established by classical geodetic methods AD6733.and adjusted by the National Geodetic Survey in May 1991. AD6733 AD6733.The NAVD 88 height was computed by applying the VERTCON shift value to AD6733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6733 AD6733.The Laplace correction was computed from DEFLEC99 derived deflections. AD6733 AD6733.The geoid height was determined by GEOID99. AD6733 AD6733; North East Units Scale Converg. AD6733;SPC FL E - 261,054.265 283,970.518 MT 1.00002819 +0 22 44.2 AD6733;UTM 17 - 2,952,097.176 583,941.868 MT 0.99968699 +0 22 44.2 AD6733 AD6733: Primary Azimuth Mark Grid Az AD6733:SPC FL E - SOUTHERN 163 24 45.8 AD6733:UTM 17 - SOUTHERN 163 24 45.8 AD6733 AD6733|---------------------------------------------------------------------| AD6733| PID Reference Object Distance Geod. Az | AD6733| dddmmss.s | AD6733| AD6727 SOUTHERN APPROX. 1.0 KM 1634730.0 | AD6733| AD6732 RANGE 21.040 METERS 20221 | AD6733|---------------------------------------------------------------------| AD6733 AD6733 SUPERSEDED SURVEY CONTROL AD6733 AD6733 NAD 83(1986)- 26 41 14.86857(N) 080 09 22.61534(W) AD( ) 2 AD6733 NAD 27 - 26 41 13.63226(N) 080 09 23.45647(W) AD( ) 2 AD6733 NGVD 29 - 5.4 (m) 18. (f) VERT ANG AD6733 AD6733.Superseded values are not recommended for survey control. AD6733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6733.See file dsdata.txt to determine how the superseded data were derived. AD6733 AD6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8394252097(NAD 83) AD6733_MARKER: DR = REFERENCE MARK DISK AD6733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6733+STABILITY: SURFACE MOTION AD6733 AD6733 HISTORY - Date Condition Report By AD6733 HISTORY - 1970 MONUMENTED NGS AD6733 HISTORY - 20020129 MARK NOT FOUND USPSQD AD6733 HISTORY - 20030402 MARK NOT FOUND USPSQD AD6733 AD6733 STATION DESCRIPTION AD6733 AD6733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6733'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RANGE 1953, AD6733'AND REFERENCE MARK 1 WAS USED AS THE AUXILLIARY POINT TO DETERMINE AD6733'A GEODIMETER TIE TO STATION RANGE 1953 FROM STATION SOUTHERN. AD6733' AD6733'FOR ADDITIONAL INFORMATION, SEE THE 1970 RECOVERY NOTE FOR AD6733'TRIANGULATION STATION RANGE 1953. AD6733' AD6733'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AD6733 AD6733 STATION RECOVERY (2002) AD6733 AD6733'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6733'MARK NOT FOUND. AD6733 AD6733 STATION RECOVERY (2003) AD6733 AD6733'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6733'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8529 *********************************************************************** AD8529 DESIGNATION - REDEYE AD8529 PID - AD8529 AD8529 STATE/COUNTY- FL/PALM BEACH AD8529 USGS QUAD - RIVIERA BEACH (1983) AD8529 AD8529 *CURRENT SURVEY CONTROL AD8529 ___________________________________________________________________ AD8529* NAD 83(1999)- 26 45 46.70657(N) 080 03 08.09146(W) ADJUSTED AD8529* NAVD 88 - 1.8 (meters) 6. (feet) VERTCON AD8529 ___________________________________________________________________ AD8529 X - 984,457.485 (meters) COMP AD8529 Y - -5,613,062.093 (meters) COMP AD8529 Z - 2,854,779.359 (meters) COMP AD8529 LAPLACE CORR- -4.75 (seconds) DEFLEC99 AD8529 ELLIP HEIGHT- -24.95 (meters) (07/06/01) GPS OBS AD8529 GEOID HEIGHT- -26.69 (meters) GEOID99 AD8529 AD8529 HORZ ORDER - FIRST AD8529 ELLP ORDER - FOURTH CLASS II AD8529 AD8529.The horizontal coordinates were established by GPS observations AD8529.and adjusted by the National Geodetic Survey in July 2001. AD8529 AD8529.The NAVD 88 height was computed by applying the VERTCON shift value to AD8529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8529 AD8529.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8529 AD8529.The Laplace correction was computed from DEFLEC99 derived deflections. AD8529 AD8529.The ellipsoidal height was determined by GPS observations AD8529.and is referenced to NAD 83. AD8529 AD8529.The geoid height was determined by GEOID99. AD8529 AD8529; North East Units Scale Converg. AD8529;SPC FL E - 269,493.811 294,262.510 MT 1.00005083 +0 25 36.5 AD8529;UTM 17 - 2,960,533.842 594,230.348 MT 0.99970962 +0 25 36.5 AD8529 AD8529 SUPERSEDED SURVEY CONTROL AD8529 AD8529 NAD 83(1990)- 26 45 46.70681(N) 080 03 08.08948(W) AD( ) 1 AD8529 ELLIP HT - -24.96 (m) (08/13/93) GP( ) 4 1 AD8529 NAD 83(1990)- 26 45 46.70517(N) 080 03 08.09052(W) AD( ) 1 AD8529 ELLIP HT - -24.92 (m) (03/31/93) GP( ) 4 1 AD8529 NGVD 29 - 2.2 (m) 7. (f) GPS OBS AD8529 AD8529.Superseded values are not recommended for survey control. AD8529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8529.See file dsdata.txt to determine how the superseded data were derived. AD8529 AD8529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9423060534(NAD 83) AD8529_MARKER: DD = SURVEY DISK AD8529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8529_STAMPING: REDEYE AD8529_MARK LOGO: FL-099 AD8529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8529+STABILITY: SURFACE MOTION AD8529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8529+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 AD8529 AD8529 HISTORY - Date Condition Report By AD8529 HISTORY - UNK MONUMENTED FL-099 AD8529 HISTORY - 19910810 GOOD ADRGS AD8529 HISTORY - 20020415 GOOD USPSQD AD8529 HISTORY - 20030415 GOOD USPSQD AD8529 AD8529 STATION DESCRIPTION AD8529 AD8529'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8529'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD AD8529'(STATE ROUTE 80, US ROUTE 98) AND OLIVE AVENUE (US ROUTE 1), GO NORTH AD8529'ON OLIVE AVENUE FOR 3.5 MI (5.63 KM) TO 12TH STREET. TURN LEFT AND GO AD8529'ONE BLOCK WEST TO NORTH DIXIE HIGHWAY (US ROUTE 1). TURN RIGHT AND GO AD8529'NORTH ON NORTH DIXIE HIGHWAY FOR 0.75 MI (1.21 KM) TO NORTHWOOD ROAD. AD8529'TURN LEFT AND GO WEST ON NORTHWOOD ROAD FOR TWO BLOCKS TO BROADWAY AD8529'(US ROUTE 1). TURN RIGHT AND GO NORTH ON BROADWAY FOR 2.0 MI AD8529'(3.22 KM) TO 59TH STREET. TURN RIGHT AND GO EAST ON 59TH STREET FOR AD8529'0.2 MI (0.32 KM) TO NORTH DIXIE HIGHWAY. THE STATION IS AT THE AD8529'SOUTHEAST CORNER OF THE INTERSECTION OF 59TH STREET AND NORTH DIXIE AD8529'HIGHWAY AT THE APPROXIMATE CENTERLINE EXTENDED OF 59TH STREET. AD8529'THE STATION IS SOUTHWEST 18.58 FT (5.66 M) FROM AN X-CUT 2.5 FEET UP AD8529'THE SOUTHEAST CORNER OF A CONCRETE POLE, NORTHWEST 10.59 FT (3.23 M) AD8529'TO AN X-CUT SET IN TOP OF THE EASTERN CONCRETE CURB FOR NORTH DIXIE AD8529'HIGHWAY, AND SOUTHEAST 51.30 FT (15.64 M) FROM A PALM BEACH COUNTY AD8529'SIGN ATTACHED TO THE SOUTHEAST SIDE OF A POWER POLE . AD8529 AD8529 STATION RECOVERY (2002) AD8529 AD8529'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8529'MARK IS LOCATED AT THE INTERSECTION OF 59 STREET AND NORTH FLAGLER AD8529'DRIVE WHICH IS ONE BLOCK EAST OF NORTH DIXIE HIGHWAY AD8529 AD8529 STATION RECOVERY (2003) AD8529 AD8529'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8529'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8020 *********************************************************************** AD8020 DESIGNATION - REFERENCE 1 AD8020 PID - AD8020 AD8020 STATE/COUNTY- FL/PALM BEACH AD8020 USGS QUAD - PALM BEACH (1983) AD8020 AD8020 *CURRENT SURVEY CONTROL AD8020 ___________________________________________________________________ AD8020* NAD 83(1986)- 26 43 07. (N) 080 03 16. (W) SCALED AD8020* NAVD 88 - 4.449 (meters) 14.60 (feet) ADJUSTED AD8020 ___________________________________________________________________ AD8020 GEOID HEIGHT- -26.52 (meters) GEOID99 AD8020 DYNAMIC HT - 4.442 (meters) 14.57 (feet) COMP AD8020 MODELED GRAV- 979,119.8 (mgal) NAVD 88 AD8020 AD8020 VERT ORDER - FIRST CLASS II AD8020 AD8020.The horizontal coordinates were scaled from a topographic map and have AD8020.an estimated accuracy of +/- 6 seconds. AD8020 AD8020.The orthometric height was determined by differential leveling AD8020.and adjusted by the National Geodetic Survey in May 1994. AD8020 AD8020.The geoid height was determined by GEOID99. AD8020 AD8020.The dynamic height is computed by dividing the NAVD 88 AD8020.geopotential number by the normal gravity value computed on the AD8020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8020.degrees latitude (g = 980.6199 gals.). AD8020 AD8020.The modeled gravity was interpolated from observed gravity values. AD8020 AD8020; North East Units Estimated Accuracy AD8020;SPC FL E - 264,580. 294,080. MT (+/- 180 meters Scaled) AD8020 AD8020 SUPERSEDED SURVEY CONTROL AD8020 AD8020 NGVD 29 - 4.917 (m) 16.13 (f) ADJUSTED 1 2 AD8020 AD8020.Superseded values are not recommended for survey control. AD8020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8020.See file dsdata.txt to determine how the superseded data were derived. AD8020 AD8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940556(NAD 83) AD8020_MARKER: DR = REFERENCE MARK DISK AD8020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8020_STAMPING: REFERENCE NO.1 AD8020_MARK LOGO: CGS AD8020_MAGNETIC: N = NO MAGNETIC MATERIAL AD8020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8020+STABILITY: SURFACE MOTION AD8020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8020+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD8020 AD8020 HISTORY - Date Condition Report By AD8020 HISTORY - UNK MONUMENTED NGS AD8020 HISTORY - 19910117 GOOD NGS AD8020 HISTORY - 20020408 GOOD USPSQD AD8020 HISTORY - 20030409 GOOD USPSQD AD8020 AD8020 STATION DESCRIPTION AD8020 AD8020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 AD8020'0.1 KM (0.1 MI) WESTERLY ALONG 6TH STREET FROM THE INTERSECTION OF AD8020'NORTH DIXIE HIGHWAY IN WEST PALM BEACH, 35.8 M (117.5 FT) WEST OF THE AD8020'NORTHWEST CORNER OF A WAREHOUSE, 11.8 M (38.7 FT) SOUTHEAST OF A AD8020'UTILITY LIGHT POLE, 9.3 M (30.5 FT) SOUTH OF AND LEVEL WITH THE AD8020'STREET CENTER, 1.9 M (6.2 FT) SOUTH OF A UTILITY BRACE POLE WITH 3 AD8020'GUY WIRES, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS AD8020'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. AD8020 AD8020 STATION RECOVERY (2002) AD8020 AD8020'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8020'MARK IS 10 INCHES BELOW GRADE SURROUNDED BY DEBRIS AD8020 AD8020 STATION RECOVERY (2003) AD8020 AD8020'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8020'MARK IS 12 INCHES EAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2829 *********************************************************************** AD2829 DESIGNATION - REFERENCE 2 AD2829 PID - AD2829 AD2829 STATE/COUNTY- FL/PALM BEACH AD2829 USGS QUAD - PALM BEACH (1983) AD2829 AD2829 *CURRENT SURVEY CONTROL AD2829 ___________________________________________________________________ AD2829* NAD 83(1986)- 26 43 05. (N) 080 03 15. (W) SCALED AD2829* NAVD 88 - 4.400 (meters) 14.44 (feet) ADJUSTED AD2829 ___________________________________________________________________ AD2829 GEOID HEIGHT- -26.52 (meters) GEOID99 AD2829 DYNAMIC HT - 4.393 (meters) 14.41 (feet) COMP AD2829 MODELED GRAV- 979,119.8 (mgal) NAVD 88 AD2829 AD2829 VERT ORDER - FIRST CLASS I AD2829 AD2829.The horizontal coordinates were scaled from a topographic map and have AD2829.an estimated accuracy of +/- 6 seconds. AD2829 AD2829.The orthometric height was determined by differential leveling AD2829.and adjusted by the National Geodetic Survey in June 1991. AD2829 AD2829.The geoid height was determined by GEOID99. AD2829 AD2829.The dynamic height is computed by dividing the NAVD 88 AD2829.geopotential number by the normal gravity value computed on the AD2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2829.degrees latitude (g = 980.6199 gals.). AD2829 AD2829.The modeled gravity was interpolated from observed gravity values. AD2829 AD2829; North East Units Estimated Accuracy AD2829;SPC FL E - 264,520. 294,110. MT (+/- 180 meters Scaled) AD2829 AD2829 SUPERSEDED SURVEY CONTROL AD2829 AD2829 NGVD 29 - 4.868 (m) 15.97 (f) ADJUSTED 1 1 AD2829 AD2829.Superseded values are not recommended for survey control. AD2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2829.See file dsdata.txt to determine how the superseded data were derived. AD2829 AD2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940555(NAD 83) AD2829_MARKER: DR = REFERENCE MARK DISK AD2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2829_STAMPING: REFERENCE NO 2 AD2829_MARK LOGO: CGS AD2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2829+STABILITY: SURFACE MOTION AD2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2829+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD2829 AD2829 HISTORY - Date Condition Report By AD2829 HISTORY - UNK MONUMENTED CGS AD2829 HISTORY - 1965 GOOD NGS AD2829 HISTORY - 1973 GOOD NGS AD2829 HISTORY - 19910117 GOOD NGS AD2829 HISTORY - 20020330 GOOD USPSQD AD2829 HISTORY - 20030409 GOOD USPSQD AD2829 AD2829 STATION DESCRIPTION AD2829 AD2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AD2829'AT WEST PALM BEACH. AD2829'AT WEST PALM BEACH, IN SECTION 21, R 43 E, T 43 S, ABOUT 313.0 AD2829'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FLORIDA EAST AD2829'COAST RAILWAY STATION, 340.0 FEET EAST OF AND ACROSS SIDE AD2829'TRACKS FROM THE EAST RAIL OF THE NORTHBOUND TRACK, NEAR NORTHWEST AD2829'CORNER OF LAWN OF THE CITY ENGINEERS BUILDING, 105.0 FEET AD2829'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 65.0 AD2829'FEET NORTH OF THE CENTER LINE OF 5TH STREET, 30.0 FEET EAST OF AD2829'THE CENTER LINE OF EAST RAILROAD AVE., 9.8 FEET SOUTH OF THE AD2829'SOUTH RAIL OF A SPUR TRACK, 6.6 FEET EAST OF THE EAST EDGE OF THE AD2829'SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A AD2829'CONCRETE POST PROJECTING 0.2 FOOT. NOTE-- THE RAILWAY STATION AD2829'NO LONGER EXISTS. 9.8 FEET SOUTH OF THE SOUTH RAIL OF A SPUR AD2829'TRACK SHOULD BE DELETED. AD2829 AD2829 STATION RECOVERY (1973) AD2829 AD2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2829'RECOVERED IN GOOD CONDITION. AD2829 AD2829 STATION RECOVERY (1991) AD2829 AD2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2829'IN WEST PALM BEACH, AT 415 5TH STREET, 33.1 M (108.6 FT) WEST OF THE AD2829'NORTHWEST CORNER OF THE DAMSEL AND GELSTON P.A. LAWYERS OFFICE AT AD2829'415 5TH STREET, 19.2 M (63.0 FT) NORTH OF AND LEVEL WITH THE CENTER AD2829'OF 5TH STREET, 14.7 M (48.2 FT) SOUTHEAST OF THE CURB OF EL CAMPEON AD2829'BOULEVARD, 3.5 M (11.5 FT) NORTHEAST OF A UTILITY BRACE POLE WITH A AD2829'GUY WIRE, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE AD2829'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE. AD2829 AD2829 STATION RECOVERY (2002) AD2829 AD2829'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2829'5TH STREET DEADENDS AT LOCATION OF MARK. EL CAMPEON BLVD IS NOW AD2829'CALLED NORTH QUADRILLE AD2829 AD2829 STATION RECOVERY (2003) AD2829 AD2829'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2829'MARK NOW FENCED IN ON PROPERTY AT 415 5TH STREET. CAN BE VIEWED THRU AD2829'FENCE. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6467 *********************************************************************** AD6467 DESIGNATION - RIVIERA BEACH FPL CO WEST STK AD6467 PID - AD6467 AD6467 STATE/COUNTY- FL/PALM BEACH AD6467 USGS QUAD - RIVIERA BEACH (1983) AD6467 AD6467 *CURRENT SURVEY CONTROL AD6467 ___________________________________________________________________ AD6467* NAD 83(1990)- 26 45 55.44285(N) 080 03 09.57409(W) ADJUSTED AD6467* NAVD 88 - AD6467 ___________________________________________________________________ AD6467 LAPLACE CORR- -4.73 (seconds) DEFLEC99 AD6467 GEOID HEIGHT- -26.70 (meters) GEOID99 AD6467 AD6467 HORZ ORDER - THIRD AD6467 AD6467.The horizontal coordinates were established by classical geodetic methods AD6467.and adjusted by the National Geodetic Survey in May 1991. AD6467 AD6467 AD6467.The Laplace correction was computed from DEFLEC99 derived deflections. AD6467 AD6467.The geoid height was determined by GEOID99. AD6467 AD6467; North East Units Scale Converg. AD6467;SPC FL E - 269,762.394 294,219.544 MT 1.00005073 +0 25 36.0 AD6467;UTM 17 - 2,960,802.334 594,187.397 MT 0.99970952 +0 25 36.0 AD6467 AD6467 SUPERSEDED SURVEY CONTROL AD6467 AD6467 NAD 83(1986)- 26 45 55.44750(N) 080 03 09.58281(W) AD( ) 4 AD6467 NAD 27 - 26 45 54.22027(N) 080 03 10.43503(W) AD( ) 3 AD6467 AD6467.Superseded values are not recommended for survey control. AD6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6467.See file dsdata.txt to determine how the superseded data were derived. AD6467 AD6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9418760802(NAD 83) AD6467_MARKER: 63 = STACK AD6467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6467+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002 AD6467 AD6467 HISTORY - Date Condition Report By AD6467 HISTORY - 1970 FIRST OBSERVED NGS AD6467 HISTORY - 1973 GOOD NGS AD6467 HISTORY - 1988 GOOD USPSQD AD6467 HISTORY - 20020415 GOOD USPSQD AD6467 HISTORY - 20030415 GOOD USPSQD AD6467 AD6467 STATION DESCRIPTION AD6467 AD6467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6467'THE STATION IS LOCATED IN RIVIERA BEACH, ABOUT 1-1/4 MILES SOUTH OF AD6467'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY A1A, 1-1/4 MILES AD6467'SOUTHWEST OF LAKE WORTH INLET AND ABOUT 500 FEET EAST OF AD6467'U.S. HIGHWAY 1. AD6467' AD6467'THE STATION IS THE WEST ONE OF TWO IDENTICAL STACKS WHICH ARE AD6467'PAINTED ALTERNATE RED AND WHITE AND ARE ABOUT 250 FEET HIGH. THE AD6467'STACKS ARE THE PROPERTY OF THE FLORIDA POWER AND LIGHT COMPANY. AD6467 AD6467 STATION RECOVERY (1973) AD6467 AD6467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6467'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION. AD6467 AD6467 STATION RECOVERY (1988) AD6467 AD6467'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD6467'RECOVERED IN GOOD CONDITION. AD6467 AD6467 STATION RECOVERY (2002) AD6467 AD6467'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6467'RECOVERED IN GOOD CONDITION. AD6467 AD6467 STATION RECOVERY (2003) AD6467 AD6467'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6467'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6478 *********************************************************************** AD6478 DESIGNATION - RIVIERA BEACH MUN TANK AD6478 PID - AD6478 AD6478 STATE/COUNTY- FL/PALM BEACH AD6478 USGS QUAD - RIVIERA BEACH (1983) AD6478 AD6478 *CURRENT SURVEY CONTROL AD6478 ___________________________________________________________________ AD6478* NAD 83(1990)- 26 47 02.73005(N) 080 04 01.15548(W) ADJUSTED AD6478* NAVD 88 - AD6478 ___________________________________________________________________ AD6478 LAPLACE CORR- -4.36 (seconds) DEFLEC99 AD6478 GEOID HEIGHT- -26.71 (meters) GEOID99 AD6478 AD6478 HORZ ORDER - THIRD AD6478 AD6478.The horizontal coordinates were established by classical geodetic methods AD6478.and adjusted by the National Geodetic Survey in May 1991. AD6478 AD6478 AD6478.The Laplace correction was computed from DEFLEC99 derived deflections. AD6478 AD6478.The geoid height was determined by GEOID99. AD6478 AD6478; North East Units Scale Converg. AD6478;SPC FL E - 271,822.855 292,779.240 MT 1.00004741 +0 25 13.7 AD6478;UTM 17 - 2,962,862.092 592,747.584 MT 0.99970620 +0 25 13.7 AD6478 AD6478 SUPERSEDED SURVEY CONTROL AD6478 AD6478 NAD 83(1986)- 26 47 02.73464(N) 080 04 01.16419(W) AD( ) 4 AD6478 NAD 27 - 26 47 01.50989(N) 080 04 02.01532(W) AD( ) 3 AD6478 AD6478.Superseded values are not recommended for survey control. AD6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6478.See file dsdata.txt to determine how the superseded data were derived. AD6478 AD6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9274862862(NAD 83) AD6478_MARKER: 53 = ELEVATED TANK AD6478 AD6478 HISTORY - Date Condition Report By AD6478 HISTORY - 1970 FIRST OBSERVED NGS AD6478 HISTORY - 1973 GOOD NGS AD6478 HISTORY - 1985 GOOD USPSQD AD6478 HISTORY - 20020415 MARK NOT FOUND USPSQD AD6478 HISTORY - 20030415 MARK NOT FOUND USPSQD AD6478 AD6478 STATION DESCRIPTION AD6478 AD6478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6478'THE STATION IS LOCATED IN RIVIERA BEACH, 0.7 MILE WEST OF AD6478'U.S. HIGHWAY 1 ON BLUE HERON BOULEVARD AND 0.1 MILE NORTH ON AD6478'J AVENUE. IT IS 98 FEET EAST OF THE EAST RAIL OF THE RAILROAD AD6478'TRACK AND 93 FEET WEST OF THE CENTER LINE OF J AVENUE. AD6478' AD6478'IT IS A SIX LEGGED WATER TANK, PAINTED GREEN AND ABOUT 130 FEET AD6478'HIGH. THE RED LIGHT ON TOP IS NOT IN THE CENTER. AD6478' AD6478'POINT INTERSECTED WAS THE FINIAL ATOP AND CENTER. AD6478 AD6478 STATION RECOVERY (1973) AD6478 AD6478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6478'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION. AD6478 AD6478 STATION RECOVERY (1985) AD6478 AD6478'RECOVERY NOTE BY US POWER SQUADRON 1985 (GCD) AD6478'RECOVERED IN GOOD CONDITION. AD6478 AD6478 STATION RECOVERY (2002) AD6478 AD6478'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6478'NO SIX LEGGED WATER TANKS ON WATER COMPANY PROPERTY AD6478 AD6478 STATION RECOVERY (2003) AD6478 AD6478'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6478'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6599 *********************************************************************** AD6599 DESIGNATION - ROAD AD6599 PID - AD6599 AD6599 STATE/COUNTY- FL/PALM BEACH AD6599 USGS QUAD - PALM BEACH (1983) AD6599 AD6599 *CURRENT SURVEY CONTROL AD6599 ___________________________________________________________________ AD6599* NAD 83(1990)- 26 42 21.57781(N) 080 04 43.44647(W) ADJUSTED AD6599* NAVD 88 - 5. (meters) 16. (feet) SCALED AD6599 ___________________________________________________________________ AD6599 LAPLACE CORR- -4.18 (seconds) DEFLEC99 AD6599 GEOID HEIGHT- -26.38 (meters) GEOID99 AD6599 AD6599 HORZ ORDER - SECOND AD6599 AD6599.The horizontal coordinates were established by classical geodetic methods AD6599.and adjusted by the National Geodetic Survey in May 1991. AD6599 AD6599.The orthometric height was scaled from a topographic map. AD6599 AD6599.The Laplace correction was computed from DEFLEC99 derived deflections. AD6599 AD6599.The geoid height was determined by GEOID99. AD6599 AD6599; North East Units Scale Converg. AD6599;SPC FL E - 263,160.971 291,673.622 MT 1.00004489 +0 24 50.6 AD6599;UTM 17 - 2,954,203.163 591,642.344 MT 0.99970368 +0 24 50.6 AD6599 AD6599: Primary Azimuth Mark Grid Az AD6599:SPC FL E - OKEE ECC 1924 090 48 37.1 AD6599:UTM 17 - OKEE ECC 1924 090 48 37.1 AD6599 AD6599|---------------------------------------------------------------------| AD6599| PID Reference Object Distance Geod. Az | AD6599| dddmmss.s | AD6599| AD6598 OKEE ECC 1924 APPROX. 1.9 KM 0911327.7 | AD6599| CX2491 ROAD RM 2 45.735 METERS 09641 | AD6599| CX2490 ROAD RM 1 36.537 METERS 32834 | AD6599|---------------------------------------------------------------------| AD6599 AD6599 SUPERSEDED SURVEY CONTROL AD6599 AD6599 NAD 83(1986)- 26 42 21.58226(N) 080 04 43.45438(W) AD( ) 2 AD6599 NAD 27 - 26 42 20.34777(N) 080 04 44.30403(W) AD( ) 2 AD6599 AD6599.Superseded values are not recommended for survey control. AD6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6599.See file dsdata.txt to determine how the superseded data were derived. AD6599 AD6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9164254203(NAD 83) AD6599_MARKER: DS = TRIANGULATION STATION DISK AD6599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6599 AD6599 HISTORY - Date Condition Report By AD6599 HISTORY - 1924 MONUMENTED CGS AD6599 HISTORY - 1932 GOOD CGS AD6599 HISTORY - 1934 GOOD CGS AD6599 HISTORY - 1960 MARK NOT FOUND CGS AD6599 HISTORY - 20020408 MARK NOT FOUND USPSQD AD6599 HISTORY - 20030408 MARK NOT FOUND USPSQD AD6599 AD6599 STATION DESCRIPTION AD6599 AD6599'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (EBR) AD6599'THIS TRAVERSE STATION IS 2 METERS SW OF PAVEMENT OF OKEECHOBEE AD6599'ROAD, 65 METERS W OF MILEPOST 2. THIS IS THE POINT WHERE THE ROAD AD6599'TURNS AND RUNS DUE W. AD6599' AD6599'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS AD6599'SET IN CONCRETE. AD6599' AD6599'REFERENCE MARK NO. 1 IS IN A FIELD TO THE NW AND IS 30 METERS N AD6599'OF ROAD. AD6599' AD6599'REFERENCE MARK NO 2 IS TO THE E, 1 METER NE OF PAVEMENT. AD6599' AD6599'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.1 METERS. AD6599 AD6599 STATION RECOVERY (1932) AD6599 AD6599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB) AD6599'STATION IS ABOUT 1.9 MILES W OF WEST PALM BEACH ON THE SW SIDE OF AD6599'OKEECHOBEE ROAD, 2.4 METERS SW OF SW EDGE OF ROAD, 36 METERS E OF AD6599'CENTER LINE OF DIRT T-ROAD LEADING N FROM OKEECHOBEE ROAD. AT AD6599'FOURTH CURVE W OF WEST PALM BEACH ON OKEECHOBEE ROAD. AD6599' AD6599'REFERENCE MARK NO. 1 IS 16 METERS E OF T-ROAD LEADING N FROM AD6599'OKEECHOBEE ROAD, 30 METERS N OF ROAD IN GRASSY FIELD. AD6599' AD6599'TO REACH FROM WEST PALM BEACH, GO S ON U.S. HIGHWAY 1 TO AD6599'INTERSECTION WITH OKEECHOBEE ROAD IN S PART OF TOWN. TURN W ON AD6599'OKEECHOBEE ROAD AND GO 1.9 MILES TO STATION ON SW SIDE OF ROAD. AD6599 AD6599 STATION RECOVERY (1934) AD6599 AD6599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB) AD6599'THE ORIGINAL DESCRIPTION IS BOTH ACCURATE AND FIT, AND THE STATION AD6599'AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD AD6599'CONDITION. REFERENCE MARK NO. 2 COULD NOT BE FOUND AND HAS AD6599'EVIDENTLY BEEN DESTROYED AS IT WAS TOO CLOSE TO THE PAVEMENT IN AD6599'THE BEGINNING. A NEW DESCRIPTION FOLLOWS-- AD6599' AD6599'THE STATION IS ABOUT 1.5 MILES (AIRLINE) W OF THE BUSINESS AD6599'DISTRICT IN WEST PALM BEACH, ON THE S SIDE OF THE OLD AD6599'OKEECHOBEE ROAD. IT IS 2 METERS S OF THE EDGE OF THE AD6599'PAVEMENT, 15 FEET S OF THE CENTER LINE OF THE HIGHWAY, 49 AD6599'FEET SE OF A POWER AND TELEPHONE POLE, GUYED AND ON THE N SIDE OF AD6599'THE HIGHWAY, 36 METERS E OF THE CENTER LINE OF A SANDY TRAIL AD6599'RUNNING N (T-ROAD), ON THE OPPOSITE SIDE OF THE ROAD FROM A AD6599'SAND BANK THE SAME HEIGHT AS THE ROAD AND EXTENDING N ABOUT 25 AD6599'FEET, AND ABOUT 30 METERS NW OF A LARGE BUSH ON TOP OF A SANDY AD6599'HUMP. AD6599' AD6599'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE. AD6599'UNDERGROUND MARK IS STAMPED ROAD 1923. AD6599' AD6599'REFERENCE MARK NO. 1 IS IN A FIELD ON THE N SIDE OF THE HIGHWAY, AD6599'71 FEET NW OF A TELEPHONE POLE, 77.5 FEET N OF THE CENTER LINE OF AD6599'THE HIGHWAY, AND 52.5 FEET E OF THE CENTER LINE OF THE SANDY AD6599'T-ROAD N. THE MARK, IS STAMPED ROAD NO. 1, 1923. AD6599' AD6599'A 4-FOOT STAND WAS USED AT THIS STATION. AD6599' AD6599'TO REACH THE STATION FROM WEST PALM BEACH GO OUT THE OLD AD6599'OKEECHOBEE ROAD, 1.8 MILES FROM ITS INTERSECTION WITH U.S. ROUTE AD6599'1 IN THE CITY. IT IS AT THE E END OF THE FOURTH CURVE W OF THE AD6599'CITY. AD6599 AD6599 STATION RECOVERY (1960) AD6599 AD6599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC) AD6599'THIS STATION IS CONSIDERED TO BE LOST TO THE WIDENING OF THE AD6599'HIGHWAY. A SEARCH WAS MADE FOR THE MARK AND REFERENCE MARK 1 AD6599'WITHOUT RESULTS. THE AREA NORTH OF THE ROAD HAS BEEN GRADED FOR AD6599'BUILDING AND THE REFERENCE MARK WAS PROBABLY TORN OUT. AD6599 AD6599 STATION RECOVERY (2002) AD6599 AD6599'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6599'LOCATION OF MARK IS IN A PARKING LOT SOUTH OF OKEECHOBEE BLVD AND WEST AD6599'OF MILITARY TRAIL AD6599 AD6599 STATION RECOVERY (2003) AD6599 AD6599'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6599'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8536 *********************************************************************** AD8536 DESIGNATION - RUNNER AD8536 PID - AD8536 AD8536 STATE/COUNTY- FL/PALM BEACH AD8536 USGS QUAD - PALM BEACH (1983) AD8536 AD8536 *CURRENT SURVEY CONTROL AD8536 ___________________________________________________________________ AD8536* NAD 83(1999)- 26 37 58.14992(N) 080 06 17.48840(W) ADJUSTED AD8536* NAVD 88 - 5.1 (meters) 17. (feet) VERTCON AD8536 ___________________________________________________________________ AD8536 X - 980,417.040 (meters) COMP AD8536 Y - -5,620,349.855 (meters) COMP AD8536 Z - 2,841,897.641 (meters) COMP AD8536 LAPLACE CORR- -3.77 (seconds) DEFLEC99 AD8536 ELLIP HEIGHT- -21.04 (meters) (07/06/01) GPS OBS AD8536 GEOID HEIGHT- -26.11 (meters) GEOID99 AD8536 AD8536 HORZ ORDER - FIRST AD8536 ELLP ORDER - FOURTH CLASS II AD8536 AD8536.The horizontal coordinates were established by GPS observations AD8536.and adjusted by the National Geodetic Survey in July 2001. AD8536 AD8536.The NAVD 88 height was computed by applying the VERTCON shift value to AD8536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8536 AD8536.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8536 AD8536.The Laplace correction was computed from DEFLEC99 derived deflections. AD8536 AD8536.The ellipsoidal height was determined by GPS observations AD8536.and is referenced to NAD 83. AD8536 AD8536.The geoid height was determined by GEOID99. AD8536 AD8536; North East Units Scale Converg. AD8536;SPC FL E - 255,034.729 289,130.918 MT 1.00003922 +0 24 04.7 AD8536;UTM 17 - 2,946,079.693 589,100.507 MT 0.99969801 +0 24 04.7 AD8536 AD8536 SUPERSEDED SURVEY CONTROL AD8536 AD8536 NAD 83(1990)- 26 37 58.14914(N) 080 06 17.48705(W) AD( ) 1 AD8536 ELLIP HT - -21.01 (m) (08/13/93) GP( ) 4 1 AD8536 NAD 83(1990)- 26 37 58.14864(N) 080 06 17.48748(W) AD( ) 1 AD8536 ELLIP HT - -21.00 (m) (03/31/93) GP( ) 4 1 AD8536 NGVD 29 - 5.6 (m) 18. (f) GPS OBS AD8536 AD8536.Superseded values are not recommended for survey control. AD8536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8536.See file dsdata.txt to determine how the superseded data were derived. AD8536 AD8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8910146080(NAD 83) AD8536_MARKER: DD = SURVEY DISK AD8536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8536_STAMPING: RUNNER AD8536_MARK LOGO: FL-099 AD8536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8536+STABILITY: SURFACE MOTION AD8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8536+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 AD8536 AD8536 HISTORY - Date Condition Report By AD8536 HISTORY - UNK MONUMENTED FL-099 AD8536 HISTORY - 19910810 GOOD ADRGS AD8536 HISTORY - 20030404 GOOD USPSQD AD8536 AD8536 STATION DESCRIPTION AD8536 AD8536'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8536'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY TRAIL (STATE AD8536'ROUTE 809) AND LAKE WORTH ROAD (STATE ROUTE 802) GO NORTH ON MILITARY AD8536'TRAIL FOR 2.4 MI (3.86 KM) TO FOREST HILL BOULEVARD. TURN RIGHT AND AD8536'GO EAST ON FOREST HILL BOULEVARD FOR 0.4 MI (0.64 KM) TO KIRK ROAD. AD8536'TURN RIGHT AND GO SOUTH ON KIRK ROAD TO 0.5 MI (0.80 KM) TO PURDY AD8536'LANE. CONTINUE SOUTH ON KIRK ROAD FOR 0.75 MI (1.21 KM) TO THE AD8536'STATION ON THE WEST SIDE OF KIRK ROAD, 4 FEET WEST OF THE WEST EDGE AD8536'OF PAVEMENT OF KIRK ROAD AND IN THE APPROXIMATE CENTERLINE OF A CANAL AD8536'RUNNING EAST AND WEST. AD8536'THE STATION IS SOUTHWEST 21.39 FT (6.52 M) FROM A CONCRETE SECTION AD8536'CORNER MONUMENT WITH A BRASS DISK STAMPED 13/24 18/19 IN THE AD8536'NORTHBOUND LANE OF KIRK ROAD, SOUTHEAST 8.89 FT (2.71 M) FROM A PK AD8536'AND WASHER IN A GUARDRAIL POST, AND NORTHEAST 9.03 FT (2.75 M) FROM A AD8536'PK AND A WASHER IN A GUARDRAIL POST. AD8536 AD8536 STATION RECOVERY (2003) AD8536 AD8536'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8536'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8537 *********************************************************************** AD8537 DESIGNATION - RUSK AD8537 PID - AD8537 AD8537 STATE/COUNTY- FL/PALM BEACH AD8537 USGS QUAD - PALM BEACH (1983) AD8537 AD8537 *CURRENT SURVEY CONTROL AD8537 ___________________________________________________________________ AD8537* NAD 83(1999)- 26 37 57.20520(N) 080 05 47.17703(W) ADJUSTED AD8537* NAVD 88 - 3.6 (meters) 12. (feet) VERTCON AD8537 ___________________________________________________________________ AD8537 X - 981,244.960 (meters) COMP AD8537 Y - -5,620,217.167 (meters) COMP AD8537 Z - 2,841,870.942 (meters) COMP AD8537 LAPLACE CORR- -3.89 (seconds) DEFLEC99 AD8537 ELLIP HEIGHT- -22.62 (meters) (07/06/01) GPS OBS AD8537 GEOID HEIGHT- -26.14 (meters) GEOID99 AD8537 AD8537 HORZ ORDER - FIRST AD8537 ELLP ORDER - FOURTH CLASS II AD8537 AD8537.The horizontal coordinates were established by GPS observations AD8537.and adjusted by the National Geodetic Survey in July 2001. AD8537 AD8537.The NAVD 88 height was computed by applying the VERTCON shift value to AD8537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8537 AD8537.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8537 AD8537.The Laplace correction was computed from DEFLEC99 derived deflections. AD8537 AD8537.The ellipsoidal height was determined by GPS observations AD8537.and is referenced to NAD 83. AD8537 AD8537.The geoid height was determined by GEOID99. AD8537 AD8537; North East Units Scale Converg. AD8537;SPC FL E - 255,011.552 289,969.542 MT 1.00004107 +0 24 18.2 AD8537;UTM 17 - 2,946,056.525 589,938.845 MT 0.99969986 +0 24 18.2 AD8537 AD8537 SUPERSEDED SURVEY CONTROL AD8537 AD8537 NAD 83(1990)- 26 37 57.20441(N) 080 05 47.17571(W) AD( ) 1 AD8537 ELLIP HT - -22.60 (m) (08/13/93) GP( ) 4 1 AD8537 NAD 83(1990)- 26 37 57.20393(N) 080 05 47.17611(W) AD( ) 1 AD8537 ELLIP HT - -22.59 (m) (03/31/93) GP( ) 4 1 AD8537 NGVD 29 - 4.0 (m) 13. (f) GPS OBS AD8537 AD8537.Superseded values are not recommended for survey control. AD8537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8537.See file dsdata.txt to determine how the superseded data were derived. AD8537 AD8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8993946057(NAD 83) AD8537_MARKER: DD = SURVEY DISK AD8537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8537_STAMPING: RUSK AD8537_MARK LOGO: FL-099 AD8537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8537+STABILITY: SURFACE MOTION AD8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8537+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 AD8537 AD8537 HISTORY - Date Condition Report By AD8537 HISTORY - UNK MONUMENTED FL-099 AD8537 HISTORY - 19910810 GOOD ADRGS AD8537 HISTORY - 20030404 GOOD USPSQD AD8537 AD8537 STATION DESCRIPTION AD8537 AD8537'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8537'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY TRAIL (STATE AD8537'ROUTE 809) AND LAKE WORTH ROAD (STATE ROUTE 802), GO NORTH ON AD8537'MILITARY TRAIL FOR 0.75 MI (1.21 KM) TO 10TH AVENUE. TURN RIGHT AND AD8537'GO 1.0 MI (1.61 KM) WEST ON 10TH AVENUE TO DAVIS ROAD. TURN LEFT AND AD8537'GO NORTH ON DAVIS ROAD FOR 0.3 MI (0.48 KM) TO THE STATION ON THE AD8537'EAST SIDE OF THE ROAD ON THE NORTH SIDE OF AN EAST WEST CANAL. AD8537'THE STATION IS NORTHEAST 49.21 FT (15.00 M) FROM THE SOUTHEAST CORNER AD8537'OF A BRIDGE, EAST 20.67 FT (6.30 M) FROM THE NORTHEAST CORNER OF THE AD8537'BRIDGE, AND SOUTHEAST 10.78 FT (3.29 M) FROM THE CENTER END OF A 15 AD8537'INCH CORRUGATED METAL PIPE. AD8537 AD8537 STATION RECOVERY (2003) AD8537 AD8537'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8537'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2833 *********************************************************************** AD2833 DESIGNATION - S 232 AD2833 PID - AD2833 AD2833 STATE/COUNTY- FL/PALM BEACH AD2833 USGS QUAD - PALM BEACH (1983) AD2833 AD2833 *CURRENT SURVEY CONTROL AD2833 ___________________________________________________________________ AD2833* NAD 83(1986)- 26 43 44. (N) 080 03 24. (W) SCALED AD2833* NAVD 88 - 5.808 (meters) 19.06 (feet) ADJUSTED AD2833 ___________________________________________________________________ AD2833 GEOID HEIGHT- -26.55 (meters) GEOID99 AD2833 DYNAMIC HT - 5.799 (meters) 19.03 (feet) COMP AD2833 MODELED GRAV- 979,119.9 (mgal) NAVD 88 AD2833 AD2833 VERT ORDER - FIRST CLASS I AD2833 AD2833.The horizontal coordinates were scaled from a topographic map and have AD2833.an estimated accuracy of +/- 6 seconds. AD2833 AD2833.The orthometric height was determined by differential leveling AD2833.and adjusted by the National Geodetic Survey in May 1994. AD2833 AD2833.The geoid height was determined by GEOID99. AD2833 AD2833.The dynamic height is computed by dividing the NAVD 88 AD2833.geopotential number by the normal gravity value computed on the AD2833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2833.degrees latitude (g = 980.6199 gals.). AD2833 AD2833.The modeled gravity was interpolated from observed gravity values. AD2833 AD2833; North East Units Estimated Accuracy AD2833;SPC FL E - 265,710. 293,850. MT (+/- 180 meters Scaled) AD2833 AD2833 SUPERSEDED SURVEY CONTROL AD2833 AD2833 NGVD 29 - 6.276 (m) 20.59 (f) ADJUSTED 1 1 AD2833 AD2833.Superseded values are not recommended for survey control. AD2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2833.See file dsdata.txt to determine how the superseded data were derived. AD2833 AD2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK938567(NAD 83) AD2833_MARKER: DB = BENCH MARK DISK AD2833_SETTING: 36 = BUILDING AD2833_STAMPING: S 232 1965 AD2833_MARK LOGO: CGS AD2833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD2833+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991 AD2833 AD2833 HISTORY - Date Condition Report By AD2833 HISTORY - 1965 MONUMENTED CGS AD2833 HISTORY - 1973 GOOD NGS AD2833 HISTORY - 1983 GOOD USPSQD AD2833 HISTORY - 19910117 GOOD NGS AD2833 HISTORY - 20020408 GOOD USPSQD AD2833 HISTORY - 20030409 GOOD USPSQD AD2833 AD2833 STATION DESCRIPTION AD2833 AD2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2833'AT WEST PALM BEACH. AD2833'AT WEST PALM BEACH, ABOUT 0.7 MILE NORTH ALONG THE FLORIDA EAST AD2833'COAST RAILWAY FROM THE PASSENGER STATION, IN SECTION 16, R 43 E, AD2833'T 43 S, NEAR THE FREIGHT STATION, BETWEEN 17TH AND 18TH STREETS, AD2833'ABOUT 0.1 MILE NORTH OF THE 15TH STREET CROSSING, SET VERTICALLY AD2833'IN THE EAST FACE AT THE NORTHEAST CORNER OF AN AUTO LOADING AD2833'PLATFORM, 0.7 FOOT SOUTH OF THE NORTHEAST CORNER, 69 FEET WEST AD2833'OF AND ACROSS THREE SETS OF TRACKS FROM THE WEST RAIL OF THE AD2833'SOUTHBOUND TRACK, 24.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE AD2833'FREIGHT STATION, ABOUT 2 FEET ABOVE THE GROUND AND ABOUT 2 1/2 AD2833'FEET BELOW THE LEVEL OF THE TRACK. NOTE-- THE RAILWAY PASSENGER AD2833'STATION NO LONGER EXISTS. 69 FEET WEST OF AND ACROSS 2 SETS OF AD2833'TRACKS INSTEAD OF 3. 2.5 FEET ABOVE THE LEVEL OF THE TRACK AD2833'INSTEAD OF BELOW. AD2833 AD2833 STATION RECOVERY (1973) AD2833 AD2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2833'RECOVERED IN GOOD CONDITION. AD2833 AD2833 STATION RECOVERY (1983) AD2833 AD2833'RECOVERY NOTE BY US POWER SQUADRON 1983 AD2833'RECOVERED IN GOOD CONDITION. AD2833 AD2833 STATION RECOVERY (1991) AD2833 AD2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2833'0.1 KM (0.1 MI) NORTHERLY ALONG THE FLORIDA EAST COAST RAILROAD FROM AD2833'THE INTERSECTION OF 15TH STREET IN WEST PALM BEACH, SET VERTICALLY IN AD2833'THE EAST FACE OF THE NORTHEAST CORNER OF RAILROAD BUILDING NUMBER AD2833'3056, 7.4 M (24.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A FREIGHT AD2833'WAREHOUSE, 6.3 M (20.7 FT) WEST OF THE NEAR RAIL, 0.7 M (2.3 FT) AD2833'ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) SOUTH OF THE NORTHEAST AD2833'CORNER OF THE BUILDING. AD2833 AD2833 STATION RECOVERY (2002) AD2833 AD2833'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2833'RECOVERED IN GOOD CONDITION. AD2833 AD2833 STATION RECOVERY (2003) AD2833 AD2833'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2833'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2913 *********************************************************************** AD2913 DESIGNATION - S 34 RESET AD2913 PID - AD2913 AD2913 STATE/COUNTY- FL/PALM BEACH AD2913 USGS QUAD - RIVIERA BEACH (1983) AD2913 AD2913 *CURRENT SURVEY CONTROL AD2913 ___________________________________________________________________ AD2913* NAD 83(1986)- 26 47 19. (N) 080 04 09. (W) SCALED AD2913* NAVD 88 - 5.138 (meters) 16.86 (feet) ADJUSTED AD2913 ___________________________________________________________________ AD2913 GEOID HEIGHT- -26.72 (meters) GEOID99 AD2913 DYNAMIC HT - 5.130 (meters) 16.83 (feet) COMP AD2913 MODELED GRAV- 979,113.4 (mgal) NAVD 88 AD2913 AD2913 VERT ORDER - SECOND CLASS 0 AD2913 AD2913.The horizontal coordinates were scaled from a topographic map and have AD2913.an estimated accuracy of +/- 6 seconds. AD2913 AD2913.The orthometric height was determined by differential leveling AD2913.and adjusted by the National Geodetic Survey in June 1991. AD2913 AD2913.The geoid height was determined by GEOID99. AD2913 AD2913.The dynamic height is computed by dividing the NAVD 88 AD2913.geopotential number by the normal gravity value computed on the AD2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2913.degrees latitude (g = 980.6199 gals.). AD2913 AD2913.The modeled gravity was interpolated from observed gravity values. AD2913 AD2913; North East Units Estimated Accuracy AD2913;SPC FL E - 272,320. 292,560. MT (+/- 180 meters Scaled) AD2913 AD2913 SUPERSEDED SURVEY CONTROL AD2913 AD2913 NGVD 29 - 5.599 (m) 18.37 (f) ADJ UNCH 2 0 AD2913 AD2913.Superseded values are not recommended for survey control. AD2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2913.See file dsdata.txt to determine how the superseded data were derived. AD2913 AD2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK925633(NAD 83) AD2913_MARKER: DB = BENCH MARK DISK AD2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2913_STAMPING: S 34 1933 RESET 1970 AD2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2913+STABILITY: SURFACE MOTION AD2913 AD2913 HISTORY - Date Condition Report By AD2913 HISTORY - 1970 MONUMENTED NGS AD2913 HISTORY - 1973 GOOD NGS AD2913 HISTORY - 19910124 MARK NOT FOUND NGS AD2913 HISTORY - 20010413 MARK NOT FOUND GCYI AD2913 HISTORY - 20020415 MARK NOT FOUND USPSQD AD2913 HISTORY - 20030415 MARK NOT FOUND USPSQD AD2913 AD2913 STATION DESCRIPTION AD2913 AD2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AD2913'0.8 MI S FROM LAKE PARK. AD2913'ABOUT 0.75 MILE SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AD2913'THE CROSSING OF PARK AVENUE AT LAKE PARK, ABOUT 0.45 MILE AD2913'NORTH OF THE CROSSING OF BLUE HERON BLVD AT RIVIERA BEACH, AD2913'BETWEEN THE TRACK AND OLD DIXIE HIGHWAY, BETWEEN 32 ND AND 33 RD AD2913'STREET, 19.8 FEET SOUTHWEST OF MILEPOST 294, 20.5 FEET WEST AD2913'OF THE WEST RAIL OF THE SOUTHBOUND TRACK, 14.6 FEET EAST OF THE AD2913'EAST CURB OF THE HIGHWAY, 1.6 FEET SOUTH OF A METAL WITNESS AD2913'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP AD2913'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE AD2913'GROUND. AD2913 AD2913 STATION RECOVERY (1973) AD2913 AD2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2913'RECOVERED IN GOOD CONDITION. AD2913 AD2913 STATION RECOVERY (1991) AD2913 AD2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2913'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF. AD2913 AD2913 STATION RECOVERY (2001) AD2913 AD2913'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA) AD2913'MARK NOT FOUND. AD2913 AD2913 STATION RECOVERY (2002) AD2913 AD2913'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2913'MARK NOT FOUND. AD2913 AD2913 STATION RECOVERY (2003) AD2913 AD2913'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2913'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6711 *********************************************************************** AD6711 DESIGNATION - SORIANO AD6711 PID - AD6711 AD6711 STATE/COUNTY- FL/PALM BEACH AD6711 USGS QUAD - GREENACRES CITY (1983) AD6711 AD6711 *CURRENT SURVEY CONTROL AD6711 ___________________________________________________________________ AD6711* NAD 83(1990)- 26 35 26.42776(N) 080 10 49.82192(W) ADJUSTED AD6711* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD6711 ___________________________________________________________________ AD6711 LAPLACE CORR- -2.93 (seconds) DEFLEC99 AD6711 GEOID HEIGHT- -25.80 (meters) GEOID99 AD6711 AD6711 HORZ ORDER - SECOND AD6711 AD6711.The horizontal coordinates were established by classical geodetic methods AD6711.and adjusted by the National Geodetic Survey in May 1991. AD6711 AD6711.The NAVD 88 height was computed by applying the VERTCON shift value to AD6711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6711 AD6711.The Laplace correction was computed from DEFLEC99 derived deflections. AD6711 AD6711.The geoid height was determined by GEOID99. AD6711 AD6711; North East Units Scale Converg. AD6711;SPC FL E - 250,314.622 281,628.085 MT 1.00002341 +0 22 00.6 AD6711;UTM 17 - 2,941,361.198 581,600.234 MT 0.99968220 +0 22 00.6 AD6711 AD6711: Primary Azimuth Mark Grid Az AD6711:SPC FL E - SORIANO AZ MK 1 271 28 17.6 AD6711:UTM 17 - SORIANO AZ MK 1 271 28 17.6 AD6711 AD6711|---------------------------------------------------------------------| AD6711| PID Reference Object Distance Geod. Az | AD6711| dddmmss.s | AD6711| AD6712 SORIANO PBCSD 1970 A PT 5.140 METERS 04708 | AD6711| CX2590 SORIANO AZ MK 2 0914931.9 | AD6711| AD6698 LANTANA TV STA WEAT MAST APPROX. 2.7 KM 2651636.5 | AD6711| AD6699 LANTANA WPTV TV MAST APPROX. 3.1 KM 2672229.9 | AD6711| CX2589 SORIANO AZ MK 1 2715018.2 | AD6711|---------------------------------------------------------------------| AD6711 AD6711 SUPERSEDED SURVEY CONTROL AD6711 AD6711 NAD 83(1986)- 26 35 26.43204(N) 080 10 49.82987(W) AD( ) 2 AD6711 NAD 27 - 26 35 25.18232(N) 080 10 50.66755(W) AD( ) 2 AD6711 NGVD 29 - 5.8 (m) 19. (f) VERT ANG AD6711 AD6711.Superseded values are not recommended for survey control. AD6711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6711.See file dsdata.txt to determine how the superseded data were derived. AD6711 AD6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8160041361(NAD 83) AD6711_MARKER: DD = SURVEY DISK AD6711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6711 AD6711 HISTORY - Date Condition Report By AD6711 HISTORY - 1970 MONUMENTED FL-099 AD6711 HISTORY - 20001201 MARK NOT FOUND USPSQD AD6711 HISTORY - 20020204 MARK NOT FOUND USPSQD AD6711 HISTORY - 20030401 MARK NOT FOUND USPSQD AD6711 AD6711 STATION DESCRIPTION AD6711 AD6711'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6711'THE STATION IS LOCATED ABOUT 8 MILES WEST SOUTHWEST OF DOWNTOWN AD6711'LAKE WORTH, ABOUT 8 MILES WEST OF LANTANA, 1/2 MILE WEST OF THE AD6711'SUNSHINE STATE PARKWAY, 2 MILES SOUTH OF LAKE WORTH ROAD, AND AD6711'ABOUT 1-1/2 MILES EAST OF S.R. 7. AD6711' AD6711'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF S.R. 80 AD6711'(SOUTHERN BOULEVARD) AND S.R. 809 (MILITARY TRAIL), GO SOUTH ON AD6711'MILITARY TRAIL FOR 5.5 MILES TO A TRAFFIC LIGHT AT LANTANA AD6711'ROAD. TURN LEFT AND GO 3.7 MILES TO THE CENTER OF THE SUNSHINE AD6711'STATE PARKWAY OVERPASS. CONTINUE .475 MILE TO STATION SITE ON AD6711'THE RIGHT. AD6711' AD6711'ALL POINTS USED ARE PALM BEACH COUNTY GEODETIC BRASS DISKS SET AD6711'IN ROUND CONCRETE POSTS. AD6711' AD6711'SATELLITE, STAMPED SORIANO 1970, IS SET FLUSH. POINT IS 22.0 FEET AD6711'NORTH OF CENTERLINE OF LANTANA ROAD, 21.5 FEET SOUTH OF A POWER AD6711'POLE, 71.8 FEET NORTHEAST OF A CORNER FENCE POST WHICH IS ON THE AD6711'SOUTH SIDE OF LANTANA ROAD, AND 46.5 FEET EAST OF CENTERLINE OF A AD6711'TURNOUT LEADING SOUTH ALONG A FENCE LINE. POINT IS 14-1/2 IN AD6711'SOUTH OF A METAL WITNESS POST. AD6711' AD6711'AZ. MK 1, STAMPED SORIANO A-1, 1970, IS SET FLUSH. POINT IS .25 AD6711'MILE WEST OF SATELLITE. POINT IS 21.0 FEET NORTH OF THE CENTERLINE AD6711'OF LANTANA ROAD, 64.55 FEET NORTH NORTHWEST OF AN 8 IN MELALEUCA AD6711'TREE AND 151.1 FEET WEST SOUTHWEST OF A POWER. POINT IS 1 FOOT AD6711'SOUTH OF A METAL WITNESS POST. AD6711' AD6711'AZ. MK 2, STAMPED SORIANO A-2, 1970, IS SET FLUSH. POINT IS .25 AD6711'MILE EAST OF SATELLITE. POINT IS 23.9 FEET NORTH OF THE AD6711'CENTERLINE OF LANTANA ROAD, 16.6 FEET SOUTHWEST OF A POWER POLE, AD6711'92.8 FEET NORTH NORTHEAST OF A 24 IN FICUS TREE IN THE FRONT YARD AD6711'OF A HOME RESIDENCE. POINT IS 12-1/2 IN SOUTH OF A METAL WITNESS AD6711'POST. AD6711' AD6711'NOTE--SATELLITE SORIANO IS TIED TO TRIANGULATION STATION VELVET. AD6711 AD6711 STATION RECOVERY (2000) AD6711 AD6711'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD6711'TURN RIGHT ON TO LANTANA ROAD FROM MILITARY WHEN GOING SOUTH, NOT AD6711'LEFT. SHOULDER ON NORTH SIDE GRADED AND GRASSED BECAUSE ROAD WIDENING AD6711'TO FOLLOW SOON. AD6711 AD6711 STATION RECOVERY (2002) AD6711 AD6711'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6711'MARK NOT FOUND. AD6711 AD6711 STATION RECOVERY (2003) AD6711 AD6711'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6711'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6750 *********************************************************************** AD6750 DESIGNATION - SOUTHERN S 2 AD6750 PID - AD6750 AD6750 STATE/COUNTY- FL/PALM BEACH AD6750 USGS QUAD - PALM BEACH FARMS (1983) AD6750 AD6750 *CURRENT SURVEY CONTROL AD6750 ___________________________________________________________________ AD6750* NAD 83(1990)- 26 41 31.93025(N) 080 09 20.49468(W) ADJUSTED AD6750* NAVD 88 - 11.0 (meters) 36. (feet) VERTCON AD6750 ___________________________________________________________________ AD6750 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AD6750 GEOID HEIGHT- -26.08 (meters) GEOID99 AD6750 AD6750 HORZ ORDER - SECOND AD6750 AD6750.The horizontal coordinates were established by classical geodetic methods AD6750.and adjusted by the National Geodetic Survey in May 1991. AD6750 AD6750.The NAVD 88 height was computed by applying the VERTCON shift value to AD6750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6750 AD6750.The Laplace correction was computed from DEFLEC99 derived deflections. AD6750 AD6750.The geoid height was determined by GEOID99. AD6750 AD6750; North East Units Scale Converg. AD6750;SPC FL E - 261,579.903 284,025.439 MT 1.00002831 +0 22 45.4 AD6750;UTM 17 - 2,952,622.634 583,996.770 MT 0.99968710 +0 22 45.4 AD6750 AD6750: Primary Azimuth Mark Grid Az AD6750:SPC FL E - SOUTHERN S 2 AZ MK 1 089 01 23.5 AD6750:UTM 17 - SOUTHERN S 2 AZ MK 1 089 01 23.5 AD6750 AD6750|---------------------------------------------------------------------| AD6750| PID Reference Object Distance Geod. Az | AD6750| dddmmss.s | AD6750| CX2593 SOUTHERN S 2 AZ MK 1 0892408.9 | AD6750| AD6749 SOUTHERN S 2 PBCSD A PT 10.184 METERS 20537 | AD6750|---------------------------------------------------------------------| AD6750 AD6750 SUPERSEDED SURVEY CONTROL AD6750 AD6750 NAD 83(1986)- 26 41 31.93463(N) 080 09 20.50312(W) AD( ) 2 AD6750 NAD 27 - 26 41 30.69894(N) 080 09 21.34426(W) AD( ) 2 AD6750 NGVD 29 - 11.5 (m) 38. (f) VERT ANG AD6750 AD6750.Superseded values are not recommended for survey control. AD6750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6750.See file dsdata.txt to determine how the superseded data were derived. AD6750 AD6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8399752623(NAD 83) AD6750_MARKER: DD = SURVEY DISK AD6750_SETTING: 0 = UNSPECIFIED SETTING AD6750 AD6750 HISTORY - Date Condition Report By AD6750 HISTORY - 1970 MONUMENTED FL-099 AD6750 HISTORY - 20010110 MARK NOT FOUND USPSQD AD6750 HISTORY - 20020129 MARK NOT FOUND USPSQD AD6750 HISTORY - 20030402 MARK NOT FOUND USPSQD AD6750 AD6750 STATION DESCRIPTION AD6750 AD6750'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6750'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST SOUTHWEST OF AD6750'DOWNTOWN WEST PALM BEACH, 1 MILE SOUTH OF OKEECHOBEE ROAD, 1 MILE AD6750'NORTH OF S.R. 80 (SOUTHERN BOULEVARD) ABOUT 2-3/4 MILES EAST OF AD6750'S.R. 7 AND ABOUT 2-3/4 MILES WEST OF MILITARY TRAIL. AD6750' AD6750'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF MILITARY AD6750'TRAIL AND S.R. 80, GO NORTH ON MILITARY TRAIL FOR 1.0 MILE TO AD6750'BELVEDERE ROAD. TURN LEFT AND PROCEED WEST ON BELVEDERE ROAD FOR AD6750'2.4 MILE TO STATION SITE ON THE RIGHT AT NORTHEAST CORNER OF AD6750'CONCRETE PORTION OF OVERPASS OVER SUNSHINE STATE PARKWAY. AD6750' AD6750'S-2 IS A CONVERTED CORPS OF ENGINEERS, PALM BEACH COUNTY, BRASS AD6750'DISK. S-2, A-1, IS A PALM BEACH COUNTY GEODETIC BRASS DISK SET IN AD6750'A ROUND CONCRETE POST. AD6750' AD6750'SATELLITE STAMPED, SOUTHERN S-2, 1970, IS SET OVER A DRAIN GUTTER AD6750'IN THE NORTHEAST CORNER OF CONCRETE PORTION OF OVERPASS OVER AD6750'SUNSHINE STATE PARKWAY ON BELVEDERE ROAD. AD6750' AD6750'AZ. MK 1, STAMPED SOUTHERN S-2, A-1, 1970, IS SET FLUSH. POINT AD6750'IS .25 MILE EAST OF CENTER OF OVERPASS. POINT IS 15.5 FEET NORTH AD6750'OF CENTERLINE OF BELVEDERE ROAD, 42.5 FEET WEST OF CENTERLINE OF AD6750'DRIVE (BLOSSOM ACRES) WHICH IS A WOODEN BRIDGE LEADING SOUTH OVER AD6750'A CANAL, 52.4 FEET WEST SOUTHWEST OF A CABBAGE PALM AND 34.3 FEET AD6750'NORTH NORTHEAST OF A POWER POLE. POINT IS 18 IN SOUTH OF A AD6750'METAL POST. AD6750' AD6750'NOTE--SATELLITE SOUTHERN S-2 IS TIED TO TRIANGULATION STATION AD6750'SOUTHERN. AD6750 AD6750 STATION RECOVERY (2001) AD6750 AD6750'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD6750'MARK NOT FOUND. AD6750 AD6750 STATION RECOVERY (2002) AD6750 AD6750'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6750'MARK NOT FOUND. AD6750 AD6750 STATION RECOVERY (2003) AD6750 AD6750'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6750'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6611 *********************************************************************** AD6611 DESIGNATION - ST MARYS S 1 AD6611 PID - AD6611 AD6611 STATE/COUNTY- FL/PALM BEACH AD6611 USGS QUAD - PALM BEACH (1983) AD6611 AD6611 *CURRENT SURVEY CONTROL AD6611 ___________________________________________________________________ AD6611* NAD 83(1990)- 26 43 29.31289(N) 080 04 53.38995(W) ADJUSTED AD6611* NAVD 88 - 4.3 (meters) 14. (feet) VERTCON AD6611 ___________________________________________________________________ AD6611 LAPLACE CORR- -4.13 (seconds) DEFLEC99 AD6611 GEOID HEIGHT- -26.43 (meters) GEOID99 AD6611 AD6611 HORZ ORDER - FIRST AD6611 AD6611.The horizontal coordinates were established by classical geodetic methods AD6611.and adjusted by the National Geodetic Survey in August 1993. AD6611 AD6611.The NAVD 88 height was computed by applying the VERTCON shift value to AD6611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6611 AD6611.The Laplace correction was computed from DEFLEC99 derived deflections. AD6611 AD6611.The geoid height was determined by GEOID99. AD6611 AD6611; North East Units Scale Converg. AD6611;SPC FL E - 265,243.743 291,383.733 MT 1.00004424 +0 24 47.1 AD6611;UTM 17 - 2,956,285.224 591,352.553 MT 0.99970303 +0 24 47.1 AD6611 AD6611: Primary Azimuth Mark Grid Az AD6611:SPC FL E - ST MARYS S 1 AZ MK 1 248 03 35.5 AD6611:UTM 17 - ST MARYS S 1 AZ MK 1 248 03 35.5 AD6611 AD6611|---------------------------------------------------------------------| AD6611| PID Reference Object Distance Geod. Az | AD6611| dddmmss.s | AD6611| CW9826 ST MARYS S 1 AZ MK 2 0880603.2 | AD6611| CX2603 ST MARYS S 1 AZ MK 1 2482822.6 | AD6611|---------------------------------------------------------------------| AD6611 AD6611 SUPERSEDED SURVEY CONTROL AD6611 AD6611 NAD 83(1990)- 26 43 29.31310(N) 080 04 53.38889(W) AD( ) 1 AD6611 NAD 83(1986)- 26 43 29.31758(N) 080 04 53.39759(W) AD( ) 1 AD6611 NAD 27 - 26 43 28.08576(N) 080 04 54.24682(W) AD( ) 1 AD6611 NGVD 29 - 4.8 (m) 16. (f) VERT ANG AD6611 AD6611.Superseded values are not recommended for survey control. AD6611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6611.See file dsdata.txt to determine how the superseded data were derived. AD6611 AD6611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9135356285(NAD 83) AD6611_MARKER: DD = SURVEY DISK AD6611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6611+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD6611 AD6611 HISTORY - Date Condition Report By AD6611 HISTORY - 1970 MONUMENTED FL-099 AD6611 HISTORY - 1973 GOOD NGS AD6611 HISTORY - 1987 POOR USPSQD AD6611 HISTORY - 20020408 GOOD USPSQD AD6611 HISTORY - 20030409 GOOD USPSQD AD6611 AD6611 STATION DESCRIPTION AD6611 AD6611'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6611'THE STATION IS LOCATED 2 MILES NORTHWEST OF DOWNTOWN WEST PALM AD6611'BEACH, ABOUT 1-3/4 MILES EAST OF MILITARY TRAIL, AND ABOUT 1-1/4 AD6611'MILES NORTH OF OKEECHOBEE BOULEVARD. AD6611' AD6611'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF MILITARY AD6611'TRAIL AND OKEECHOBEE BOULEVARD, GO WEST ON OKEECHOBEE BOULEVARD FOR AD6611'.7 MILES TO PALM BEACH LAKES BOULEVARD. TURN LEFT AND GO AD6611'NORTHEASTERLY FOR 1.65 MILE TO CONGRESS AVENUE. THEN CONTINUE AD6611'EASTERLY ON PALM BEACH LAKES BOULEVARD FOR .175 MILE IN FRONT OF AD6611'THE PALM BEACH AUDITORIUMS PROPERTY. AD6611' AD6611'S-1 AND S-1, A-2, ARE CONVERTED CORPS OF ENGINEERS, PALM BEACH AD6611'COUNTY, BRASS DISKS SET IN ROUND CONCRETE POSTS. S-1, A-1, IS A AD6611'PALM BEACH COUNTY GEODETIC BRASS DISK SET IN A ROUND CONCRETE POST. AD6611' AD6611'SATELLITE, STAMPED ST. MARYS S-1, 1970, IS SET FLUSH. POINT IS AD6611'10.0 FEET SOUTH OF SOUTH EDGE OF PAVEMENT OF PALM BEACH LAKES AD6611'BOULEVARD, 59.6 FEET WEST OF CENTERLINE OF AUDITORIUMS DRIVEWAY, AD6611'3.6 FEET NORTHEAST OF A CONCRETE LIGHT POLE AND 52.0 FEET NORTH OF AD6611'NORTH EDGE OF CONCRETE SIDEWALK. POINT IS 7 IN NORTH OF A METAL AD6611'WITNESS POST. AD6611' AD6611'AZ. MK 1, STAMPED ST. MARYS S-1, A-1, 1970, IS SET FLUSH. POINT AD6611'IS .275 MILE WEST OF SATELLITE ALONG PALM BEACH LAKES BOULEVARD, AD6611'JUST WEST OF PAVED DRIVE LEADING TO A GOLF COURSE PARKING AD6611'LOT. POINT IS 28.8 FEET SOUTH OF THE CENTERLINE OF PALM BEACH AD6611'LAKES BOULEVARD (EAST BOUND LANE), 12.4 FEET SOUTHWEST OF A AD6611'CONCRETE LIGHT POLE, 4.2 SOUTHEAST OF SOUTHEAST CORNER OF A AD6611'CATCH BASIN AND 50.0 FEET NORTH OF NORTH LEDGE OF CONCRETE AD6611'SIDEWALK. POINT IS 8 IN NORTH OF A METAL WITNESS POST. AD6611' AD6611'AZ. MK 2, STAMPED ST. MARYS S-1, A-2, 1970, IS SET FLUSH. POINT AD6611'IS .25 MILE EAST OF SATELLITE ALONG PALM BEACH LAKES AD6611'BOULEVARD. POINT IS 12.0 FEET SOUTH OF SOUTH EDGE OF PAVEMENT OF AD6611'PALM BEACH LAKES BOULEVARD, 4.0 FEET WEST OF SOUTHWEST GUARDRAIL AD6611'POST, 19.6 FEET WEST OF CONCRETE LIGHT POLE AND 58.85 FEET WEST AD6611'OF SOUTHWEST END OF CONCRETE BRIDGE. POINT IS 8-1/4 IN NORTH OF AD6611'A METAL WITNESS POST. AD6611' AD6611'NOTE--SATELLITE ST. MARYS S-1 IS TIED TO TRIANGULATION STATIONS AD6611'ST. MARYS, GRANT, AND HARVEY. AD6611 AD6611 STATION RECOVERY (1973) AD6611 AD6611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6611'SATELLITE STATION, AZIMUTH MARK 1 AND AZIMUTH MARK 2 ALL RECOVERED AD6611'AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. AD6611' AD6611'1. FOR STATION, ADD ---CONCRETE LIGHT POLE NO. 941H09. AD6611' AD6611'2. FOR AZ. MK. 1, ADD ---CONCRETE LIGHT POLE NO. 941H020. AD6611 AD6611 STATION RECOVERY (1987) AD6611 AD6611'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR) AD6611'MARK RECOVERED IN POOR CONDITION. AD6611 AD6611 STATION RECOVERY (2002) AD6611 AD6611'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6611'MARK IS 10 INCHES BELOW LAWN AD6611 AD6611 STATION RECOVERY (2003) AD6611 AD6611'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6611'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8551 *********************************************************************** AD8551 DESIGNATION - SUMMER AD8551 PID - AD8551 AD8551 STATE/COUNTY- FL/PALM BEACH AD8551 USGS QUAD - GREENACRES CITY (1983) AD8551 AD8551 *CURRENT SURVEY CONTROL AD8551 ___________________________________________________________________ AD8551* NAD 83(1999)- 26 37 01.92184(N) 080 10 45.54755(W) ADJUSTED AD8551* NAVD 88 - 5.8 (meters) 19. (feet) VERTCON AD8551 ___________________________________________________________________ AD8551 X - 973,244.505 (meters) COMP AD8551 Y - -5,622,384.265 (meters) COMP AD8551 Z - 2,840,351.046 (meters) COMP AD8551 LAPLACE CORR- -2.94 (seconds) DEFLEC99 AD8551 ELLIP HEIGHT- -20.08 (meters) (07/06/01) GPS OBS AD8551 GEOID HEIGHT- -25.84 (meters) GEOID99 AD8551 AD8551 HORZ ORDER - FIRST AD8551 ELLP ORDER - FOURTH CLASS II AD8551 AD8551.The horizontal coordinates were established by GPS observations AD8551.and adjusted by the National Geodetic Survey in July 2001. AD8551 AD8551.The NAVD 88 height was computed by applying the VERTCON shift value to AD8551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8551 AD8551.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8551 AD8551.The Laplace correction was computed from DEFLEC99 derived deflections. AD8551 AD8551.The ellipsoidal height was determined by GPS observations AD8551.and is referenced to NAD 83. AD8551 AD8551.The geoid height was determined by GEOID99. AD8551 AD8551; North East Units Scale Converg. AD8551;SPC FL E - 253,254.414 281,727.504 MT 1.00002361 +0 22 03.7 AD8551;UTM 17 - 2,944,299.986 581,699.619 MT 0.99968240 +0 22 03.7 AD8551 AD8551 SUPERSEDED SURVEY CONTROL AD8551 AD8551 NAD 83(1990)- 26 37 01.92086(N) 080 10 45.54600(W) AD( ) 1 AD8551 ELLIP HT - -20.07 (m) (08/13/93) GP( ) 4 1 AD8551 NAD 83(1990)- 26 37 01.92054(N) 080 10 45.54658(W) AD( ) 1 AD8551 ELLIP HT - -20.07 (m) (03/31/93) GP( ) 4 1 AD8551 NGVD 29 - 6.3 (m) 21. (f) GPS OBS AD8551 AD8551.Superseded values are not recommended for survey control. AD8551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8551.See file dsdata.txt to determine how the superseded data were derived. AD8551 AD8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8170044300(NAD 83) AD8551_MARKER: DD = SURVEY DISK AD8551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8551_STAMPING: SUMMER AD8551_MARK LOGO: FL-099 AD8551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8551+STABILITY: SURFACE MOTION AD8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8551+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 AD8551 AD8551 HISTORY - Date Condition Report By AD8551 HISTORY - UNK MONUMENTED FL-099 AD8551 HISTORY - 19910810 GOOD ADRGS AD8551 HISTORY - 20010117 GOOD USPSQD AD8551 HISTORY - 20020128 GOOD USPSQD AD8551 HISTORY - 20030404 GOOD USPSQD AD8551 AD8551 STATION DESCRIPTION AD8551 AD8551'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8551'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8551'ROUTE 802) AND THE FLORIDA TURNPIKE (EXIT 93), GO WEST ON LAKE WORTH AD8551'ROAD FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT, ON THE SOUTH AD8551'SIDE OF LAKE WORTH ROAD ACROSS FROM CYPRESS ISLE WAY, THE ENTRANCE TO AD8551'THE SUMMER CHASE DEVELOPMENT. THE STATION IS 2 FEET SOUTH OF THE AD8551'SOUTH GUARDRAILS ON LAKE WORTH ROAD. AD8551'THE STATION IS SOUTHWEST 15.76 FT (4.80 M) FROM AN X-CUT IN THE TOP OF AD8551'THE CONCRETE CURB ON THE SOUTH SIDE OF LAKEWORTH ROAD, SOUTHEAST AD8551'19.84 FT (6.05 M) FROM AN X-CUT IN THE SAME CONCRETE CURB, AND EAST AD8551'14.98 FT (4.57 M) FROM AN X-CUT 1 FOOT UP THE NORTHEAST CORNER OF A AD8551'CONCRETE POWER POLE WITH A PALM BEACH COUNTY WITNESS POST BESIDE IT. AD8551 AD8551 STATION RECOVERY (2001) AD8551 AD8551'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8551'RECOVERED IN GOOD CONDITION. AD8551 AD8551 STATION RECOVERY (2002) AD8551 AD8551'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8551'RECOVERED IN GOOD CONDITION. AD8551 AD8551 STATION RECOVERY (2003) AD8551 AD8551'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8551'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8589 *********************************************************************** AD8589 DESIGNATION - T43S R43E SECS 15 16 1/4 COR AD8589 PID - AD8589 AD8589 STATE/COUNTY- FL/PALM BEACH AD8589 USGS QUAD - PALM BEACH (1983) AD8589 AD8589 *CURRENT SURVEY CONTROL AD8589 ___________________________________________________________________ AD8589* NAD 83(1999)- 26 43 37.84350(N) 080 03 11.24165(W) ADJUSTED AD8589* NAVD 88 - 3.6 (meters) 12. (feet) VERTCON AD8589 ___________________________________________________________________ AD8589 X - 984,680.360 (meters) COMP AD8589 Y - -5,614,836.831 (meters) COMP AD8589 Z - 2,851,238.446 (meters) COMP AD8589 LAPLACE CORR- -4.75 (seconds) DEFLEC99 AD8589 ELLIP HEIGHT- -23.01 (meters) (07/06/01) GPS OBS AD8589 GEOID HEIGHT- -26.56 (meters) GEOID99 AD8589 AD8589 HORZ ORDER - FIRST AD8589 ELLP ORDER - FOURTH CLASS II AD8589 AD8589.The horizontal coordinates were established by GPS observations AD8589.and adjusted by the National Geodetic Survey in July 2001. AD8589 AD8589.The NAVD 88 height was computed by applying the VERTCON shift value to AD8589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8589 AD8589.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8589 AD8589.The Laplace correction was computed from DEFLEC99 derived deflections. AD8589 AD8589.The ellipsoidal height was determined by GPS observations AD8589.and is referenced to NAD 83. AD8589 AD8589.The geoid height was determined by GEOID99. AD8589 AD8589; North East Units Scale Converg. AD8589;SPC FL E - 265,526.969 294,204.973 MT 1.00005070 +0 25 33.2 AD8589;UTM 17 - 2,956,568.354 594,172.831 MT 0.99970949 +0 25 33.2 AD8589 AD8589: Primary Azimuth Mark Grid Az AD8589:SPC FL E - T43S R43E SECS 15 16 21 22 181 17 10.9 AD8589:UTM 17 - T43S R43E SECS 15 16 21 22 181 17 10.9 AD8589 AD8589|---------------------------------------------------------------------| AD8589| PID Reference Object Distance Geod. Az | AD8589| dddmmss.s | AD8589| AD8590 T43S R43E SECS 15 16 21 22 APPROX. 0.8 KM 1814244.1 | AD8589|---------------------------------------------------------------------| AD8589 AD8589 SUPERSEDED SURVEY CONTROL AD8589 AD8589 NAD 83(1990)- 26 43 37.84346(N) 080 03 11.24000(W) AD( ) 1 AD8589 ELLIP HT - -23.00 (m) (08/13/93) GP( ) 4 1 AD8589 NAD 83(1990)- 26 43 37.84211(N) 080 03 11.24075(W) AD( ) 1 AD8589 ELLIP HT - -22.97 (m) (03/31/93) GP( ) 4 1 AD8589 NGVD 29 - 4.1 (m) 13. (f) GPS OBS AD8589 AD8589.Superseded values are not recommended for survey control. AD8589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8589.See file dsdata.txt to determine how the superseded data were derived. AD8589 AD8589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9417356568(NAD 83) AD8589_MARKER: DD = SURVEY DISK AD8589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8589_STAMPING: 16/15 AD8589_MARK LOGO: FL-099 AD8589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8589+STABILITY: SURFACE MOTION AD8589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8589+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD8589 AD8589 HISTORY - Date Condition Report By AD8589 HISTORY - UNK MONUMENTED FL-099 AD8589 HISTORY - 19910810 GOOD ADRGS AD8589 HISTORY - 20020408 GOOD USPSQD AD8589 HISTORY - 20030409 GOOD USPSQD AD8589 AD8589 STATION DESCRIPTION AD8589 AD8589'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8589'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8589'(STATE ROUTE 704) AND OLIVE AVENUE (US ROUTE 1) IN WEST PALM BEACH, AD8589'GO WEST ON OKEECHOBEE BOULEVARD FOR ONE BLOCK TO DIXIE HIGHWAY. TURN AD8589'RIGHT AND GO NORTH ON DIXIE HIGHWAY FOR 1.5 MI (2.41 KM) TO 15TH AD8589'STREET (DIXIE HIGHWAY BECOMES US ROUTE 1 AT 12TH STREET). THE STATION AD8589'IS IN THE CENTER OF THE INTERSECTION OF DIXIE HIGHWAY AND 15TH STREET AD8589'. AD8589'THE STATION IS EAST 10.48 FT (3.19 M) FROM AN X-CUT 0N THE SOUTHEAST AD8589'SIDE OF A MANHOLE RIM, SOUTHWEST 16.84 FT (5.13 M) FROM AN X-CUT ON AD8589'THE SOUTHWEST SIDE OF A MANHOLE RIM, AND WEST 26.74 FT (8.15 M) FROM AD8589'AN X-CUT ON TOP OF A CAST IRON CURB FOR A DROP INLET. AD8589 AD8589 STATION RECOVERY (2002) AD8589 AD8589'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8589'RECOVERED IN GOOD CONDITION. AD8589 AD8589 STATION RECOVERY (2003) AD8589 AD8589'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8589'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8590 *********************************************************************** AD8590 DESIGNATION - T43S R43E SECS 15 16 21 22 AD8590 PID - AD8590 AD8590 STATE/COUNTY- FL/PALM BEACH AD8590 USGS QUAD - PALM BEACH (1983) AD8590 AD8590 *CURRENT SURVEY CONTROL AD8590 ___________________________________________________________________ AD8590* NAD 83(1999)- 26 43 11.20648(N) 080 03 12.12834(W) ADJUSTED AD8590* NAVD 88 - 4.2 (meters) 14. (feet) VERTCON AD8590 ___________________________________________________________________ AD8590 X - 984,719.989 (meters) COMP AD8590 Y - -5,615,204.675 (meters) COMP AD8590 Z - 2,850,506.446 (meters) COMP AD8590 LAPLACE CORR- -4.73 (seconds) DEFLEC99 AD8590 ELLIP HEIGHT- -22.45 (meters) (07/06/01) GPS OBS AD8590 GEOID HEIGHT- -26.53 (meters) GEOID99 AD8590 AD8590 HORZ ORDER - FIRST AD8590 ELLP ORDER - FOURTH CLASS II AD8590 AD8590.The horizontal coordinates were established by GPS observations AD8590.and adjusted by the National Geodetic Survey in July 2001. AD8590 AD8590.The NAVD 88 height was computed by applying the VERTCON shift value to AD8590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8590 AD8590.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8590 AD8590.The Laplace correction was computed from DEFLEC99 derived deflections. AD8590 AD8590.The ellipsoidal height was determined by GPS observations AD8590.and is referenced to NAD 83. AD8590 AD8590.The geoid height was determined by GEOID99. AD8590 AD8590; North East Units Scale Converg. AD8590;SPC FL E - 264,706.946 294,186.559 MT 1.00005066 +0 25 32.4 AD8590;UTM 17 - 2,955,748.611 594,154.422 MT 0.99970944 +0 25 32.4 AD8590 AD8590: Primary Azimuth Mark Grid Az AD8590:SPC FL E - T43S R43E SECS 15 16 1/4 COR 001 17 11.3 AD8590:UTM 17 - T43S R43E SECS 15 16 1/4 COR 001 17 11.3 AD8590 AD8590|---------------------------------------------------------------------| AD8590| PID Reference Object Distance Geod. Az | AD8590| dddmmss.s | AD8590| AD8589 T43S R43E SECS 15 16 1/4 COR APPROX. 0.8 KM 0014243.7 | AD8590|---------------------------------------------------------------------| AD8590 AD8590 SUPERSEDED SURVEY CONTROL AD8590 AD8590 NAD 83(1990)- 26 43 11.20643(N) 080 03 12.12669(W) AD( ) 1 AD8590 ELLIP HT - -22.44 (m) (08/13/93) GP( ) 4 1 AD8590 NAD 83(1990)- 26 43 11.20509(N) 080 03 12.12743(W) AD( ) 1 AD8590 ELLIP HT - -22.41 (m) (03/31/93) GP( ) 4 1 AD8590 NGVD 29 - 4.6 (m) 15. (f) GPS OBS AD8590 AD8590.Superseded values are not recommended for survey control. AD8590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8590.See file dsdata.txt to determine how the superseded data were derived. AD8590 AD8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9415455749(NAD 83) AD8590_MARKER: DD = SURVEY DISK AD8590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8590_STAMPING: 16/21 15/22 AD8590_MARK LOGO: FL-099 AD8590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8590+STABILITY: SURFACE MOTION AD8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8590+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003 AD8590 AD8590 HISTORY - Date Condition Report By AD8590 HISTORY - UNK MONUMENTED FL-099 AD8590 HISTORY - 19910810 GOOD ADRGS AD8590 HISTORY - 20020408 GOOD USPSQD AD8590 HISTORY - 20030409 GOOD USPSQD AD8590 AD8590 STATION DESCRIPTION AD8590 AD8590'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8590'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8590'(STATE ROUTE 704) AND OLIVE AVENUE (US ROUTE 1) IN WEST PALM BEACH, AD8590'GO WEST ON OKEECHOBEE BOULEVARD FOR ONE BLOCK TO DIXIE HIGHWAY. TURN AD8590'RIGHT AND GO NORTH ON DIXIE HIGHWAY FOR 1.0 MI (1.61 KM) TO THE AD8590'INTERSECTION OF DIXIE HIGHWAY AND 7TH STREET AND THE STATION IN THE AD8590'CENTERLINE OF DIXIE HIGHWAY AND 5 FEET NORTH OF THE CENTERLINE OF 7TH AD8590'STREET. AD8590'THE STATION IS SOUTHEAST 22.52 FT (6.86 M) FROM AN X-CUT ON THE WEST AD8590'SIDE OF A BELL TELEPHONE MANHOLE RIM, SOUTHWEST 6.72 FT (2.05 M) FROM AD8590'AN X-CUT ON THE SOUTHEAST SIDE OF A SEWER MANHOLE RIM, AND NORTHWEST AD8590'44.38 FT (13.53 M) FROM A PK AND WASHER ON THE NORTH SIDE OF A POWER AD8590'POLE. AD8590 AD8590 STATION RECOVERY (2002) AD8590 AD8590'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8590'MACADAM CUT OUT AROUND MARK WHISH IS 4 INCHES BELOW ROAD SURFACE AD8590 AD8590 STATION RECOVERY (2003) AD8590 AD8590'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8590'MAY NOT SURVIVE ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8591 *********************************************************************** AD8591 DESIGNATION - T43S R43E SECS 33 34 1/4 COR AD8591 PID - AD8591 AD8591 STATE/COUNTY- FL/PALM BEACH AD8591 USGS QUAD - PALM BEACH (1983) AD8591 AD8591 *CURRENT SURVEY CONTROL AD8591 ___________________________________________________________________ AD8591* NAD 83(1999)- 26 40 58.70190(N) 080 03 16.40320(W) ADJUSTED AD8591* NAVD 88 - 4.5 (meters) 15. (feet) VERTCON AD8591 ___________________________________________________________________ AD8591 X - 984,920.174 (meters) COMP AD8591 Y - -5,617,030.441 (meters) COMP AD8591 Z - 2,846,863.413 (meters) COMP AD8591 LAPLACE CORR- -4.68 (seconds) DEFLEC99 AD8591 ELLIP HEIGHT- -21.97 (meters) (07/06/01) GPS OBS AD8591 GEOID HEIGHT- -26.42 (meters) GEOID99 AD8591 AD8591 HORZ ORDER - FIRST AD8591 ELLP ORDER - FOURTH CLASS II AD8591 AD8591.The horizontal coordinates were established by GPS observations AD8591.and adjusted by the National Geodetic Survey in July 2001. AD8591 AD8591.The NAVD 88 height was computed by applying the VERTCON shift value to AD8591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8591 AD8591.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8591 AD8591.The Laplace correction was computed from DEFLEC99 derived deflections. AD8591 AD8591.The ellipsoidal height was determined by GPS observations AD8591.and is referenced to NAD 83. AD8591 AD8591.The geoid height was determined by GEOID99. AD8591 AD8591; North East Units Scale Converg. AD8591;SPC FL E - 260,627.821 294,098.645 MT 1.00005045 +0 25 28.5 AD8591;UTM 17 - 2,951,670.878 594,066.539 MT 0.99970924 +0 25 28.5 AD8591 AD8591 SUPERSEDED SURVEY CONTROL AD8591 AD8591 NAD 83(1990)- 26 40 58.70162(N) 080 03 16.40176(W) AD( ) 1 AD8591 ELLIP HT - -21.96 (m) (08/13/93) GP( ) 4 1 AD8591 NAD 83(1990)- 26 40 58.70052(N) 080 03 16.40232(W) AD( ) 1 AD8591 ELLIP HT - -21.93 (m) (03/31/93) GP( ) 4 1 AD8591 NGVD 29 - 5.0 (m) 16. (f) GPS OBS AD8591 AD8591.Superseded values are not recommended for survey control. AD8591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8591.See file dsdata.txt to determine how the superseded data were derived. AD8591 AD8591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9406751671(NAD 83) AD8591_MARKER: DD = SURVEY DISK AD8591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8591_STAMPING: 33/34 AD8591_MARK LOGO: FL-099 AD8591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8591+STABILITY: SURFACE MOTION AD8591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8591+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8591 AD8591 HISTORY - Date Condition Report By AD8591 HISTORY - UNK MONUMENTED FL-099 AD8591 HISTORY - 19910810 GOOD ADRGS AD8591 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8591 AD8591 STATION DESCRIPTION AD8591 AD8591'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8591'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD AD8591'(STATE ROUTE 80, US HIGHWAY 98) AND OLIVE AVENUE (US ROUTE 1) IN WEST AD8591'PALM BEACH, GO WEST ON SOUTHERN BOULEVARD FOR ONE BLOCK TO SOUTH AD8591'DIXIE HIGHWAY. TURN RIGHT AND GO NORTH ON SOUTH DIXIE HIGHWAY FOR 0.5 AD8591'MI (0.80 KM) TO THE STATION, 30 FEET WEST OF THE EAST EDGE OF AD8591'PAVEMENT OF SOUTH DIXIE HIGHWAY AND 132 FEET NORTH OF THE CENTERLINE AD8591'OF AVENIDA HERMOSA. AD8591'THE STATION IS EAST 31.56 FT (9.62 M) FROM A PK AND TIN TAB IN THE AD8591'SOUTH SIDE OF A POWER POLE, WEST 33.33 FT (10.16 M) FROM A PK AND TIN AD8591'TAB IN THE NORTH SIDE OF A POWER POLE, AND WEST 39.92 FT (12.17 M) AD8591'FROM THE NORTHWEST CORNER OF BUILDING NUMBER 3230 (MICHAELS BEAUTY AD8591'SALON). AD8591 AD8591 STATION RECOVERY (2003) AD8591 AD8591'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8591'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8596 *********************************************************************** AD8596 DESIGNATION - T44S R42E SEC 31 S 1/4 COR AD8596 PID - AD8596 AD8596 STATE/COUNTY- FL/PALM BEACH AD8596 USGS QUAD - GREENACRES CITY (1983) AD8596 AD8596 *CURRENT SURVEY CONTROL AD8596 ___________________________________________________________________ AD8596* NAD 83(1990)- 26 35 28.04399(N) 080 11 49.79395(W) ADJUSTED AD8596* NAVD 88 - 5. (meters) 16. (feet) VERTCON AD8596 ___________________________________________________________________ AD8596 LAPLACE CORR- -2.76 (seconds) DEFLEC99 AD8596 GEOID HEIGHT- -25.75 (meters) GEOID99 AD8596 AD8596 HORZ ORDER - SECOND AD8596 AD8596.The horizontal coordinates were established by classical geodetic methods AD8596.and adjusted by the National Geodetic Survey in August 1993. AD8596.No horizontal observational check was made to the station. AD8596 AD8596.The NAVD 88 height was computed by applying the VERTCON shift value to AD8596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8596 AD8596.The Laplace correction was computed from DEFLEC99 derived deflections. AD8596 AD8596.The geoid height was determined by GEOID99. AD8596 AD8596; North East Units Scale Converg. AD8596;SPC FL E - 250,353.849 279,968.349 MT 1.00002010 +0 21 33.8 AD8596;UTM 17 - 2,941,400.410 579,941.064 MT 0.99967890 +0 21 33.8 AD8596 AD8596 SUPERSEDED SURVEY CONTROL AD8596 AD8596 NAD 83(1990)- 26 35 28.04378(N) 080 11 49.79430(W) AD( ) 2 AD8596 NGVD 29 - 6. (m) 20. (f) VERT ANG AD8596 AD8596.Superseded values are not recommended for survey control. AD8596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8596.See file dsdata.txt to determine how the superseded data were derived. AD8596 AD8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7994141400(NAD 83) AD8596_MARKER: DD = SURVEY DISK AD8596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8596_STAMPING: 31/42 AD8596_MARK LOGO: FL-099 AD8596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8596+STABILITY: SURFACE MOTION AD8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8596+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002 AD8596 AD8596 HISTORY - Date Condition Report By AD8596 HISTORY - UNK MONUMENTED FL-099 AD8596 HISTORY - 19910810 GOOD ADRGS AD8596 HISTORY - 20010117 GOOD USPSQD AD8596 HISTORY - 20020204 GOOD USPSQD AD8596 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8596 AD8596 STATION DESCRIPTION AD8596 AD8596'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8596'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8596'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8596'FOR 0.5 MI (0.80 KM) TO THE STATION IN THE CENTERLINE OF LANTANA ROAD AD8596'. AD8596'THE STATION IS SOUTH 60.49 FT (18.44 M) FROM A NAIL AND TIN TAB IN A AD8596'WOOD FENCE POST ON THE NORTH SIDE OF LANTANA ROAD, SOUTHWEST 97.10 FT AD8596'(29.60 M) FROM A NAIL AND TIN TAB ON THE WEST SIDE OF A POWER POLE ON AD8596'THE NORTH SIDE OF LANTANA ROAD, AND NORTH 40.35 FT (12.30 M) FROM A AD8596'NAIL AND TIN TAB ON THE NORTH SIDE OF THE NORTHEAST WOOD FENCE CORNER AD8596'ON THE SOUTH SIDE OF LANTANA ROAD. THIS FENCE POST HAS A PALM BEACH AD8596'COUNTY SURVEY WITNESS SIGN. THE STATION IS SOUTHEAST 32.30 FT AD8596'(9.85 M) FROM A REBAR SET ON THE NORTH SIDE OF LANTANA ROAD, USED AS AD8596'AN ECCENTRIC STATION DUE TO TRAFFIC. AD8596 AD8596 STATION RECOVERY (2001) AD8596 AD8596'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8596'RECOVERED IN GOOD CONDITION. AD8596 AD8596 STATION RECOVERY (2002) AD8596 AD8596'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8596'RECOVERED IN GOOD CONDITION. AD8596 AD8596 STATION RECOVERY (2003) AD8596 AD8596'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8596'ROAD WIDENING CONSTRUCTION 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8598 *********************************************************************** AD8598 DESIGNATION - T44S R42E SEC 31 S 1/4 COR ECC AD8598 PID - AD8598 AD8598 STATE/COUNTY- FL/PALM BEACH AD8598 USGS QUAD - GREENACRES CITY (1983) AD8598 AD8598 *CURRENT SURVEY CONTROL AD8598 ___________________________________________________________________ AD8598* NAD 83(1999)- 26 35 28.31646(N) 080 11 49.98380(W) ADJUSTED AD8598* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8598 ___________________________________________________________________ AD8598 X - 971,707.636 (meters) COMP AD8598 Y - -5,623,958.936 (meters) COMP AD8598 Z - 2,837,774.986 (meters) COMP AD8598 LAPLACE CORR- -2.76 (seconds) DEFLEC99 AD8598 ELLIP HEIGHT- -20.52 (meters) (07/06/01) GPS OBS AD8598 GEOID HEIGHT- -25.75 (meters) GEOID99 AD8598 AD8598 HORZ ORDER - FIRST AD8598 ELLP ORDER - FOURTH CLASS II AD8598 AD8598.The horizontal coordinates were established by GPS observations AD8598.and adjusted by the National Geodetic Survey in July 2001. AD8598 AD8598.The NAVD 88 height was computed by applying the VERTCON shift value to AD8598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8598 AD8598.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8598 AD8598.The Laplace correction was computed from DEFLEC99 derived deflections. AD8598 AD8598.The ellipsoidal height was determined by GPS observations AD8598.and is referenced to NAD 83. AD8598 AD8598.The geoid height was determined by GEOID99. AD8598 AD8598; North East Units Scale Converg. AD8598;SPC FL E - 250,362.201 279,963.043 MT 1.00002009 +0 21 33.7 AD8598;UTM 17 - 2,941,408.760 579,935.760 MT 0.99967889 +0 21 33.7 AD8598 AD8598: Primary Azimuth Mark Grid Az AD8598:SPC FL E - T44S R42E SEC 31 SW COR ECC 270 42 22.1 AD8598:UTM 17 - T44S R42E SEC 31 SW COR ECC 270 42 22.1 AD8598 AD8598|---------------------------------------------------------------------| AD8598| PID Reference Object Distance Geod. Az | AD8598| dddmmss.s | AD8598| AD8599 T44S R42E SEC 31 SW COR ECC APPROX. 0.8 KM 2710355.8 | AD8598|---------------------------------------------------------------------| AD8598 AD8598 SUPERSEDED SURVEY CONTROL AD8598 AD8598 NAD 83(1990)- 26 35 28.31531(N) 080 11 49.98253(W) AD( ) 1 AD8598 ELLIP HT - -20.51 (m) (08/13/93) GP( ) 4 1 AD8598 NAD 83(1990)- 26 35 28.31511(N) 080 11 49.98288(W) AD( ) 1 AD8598 ELLIP HT - -20.51 (m) (03/31/93) GP( ) 4 1 AD8598 NGVD 29 - 5.7 (m) 19. (f) GPS OBS AD8598 AD8598.Superseded values are not recommended for survey control. AD8598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8598.See file dsdata.txt to determine how the superseded data were derived. AD8598 AD8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7993641409(NAD 83) AD8598_MARKER: I = METAL ROD AD8598_SETTING: 2 = DRIVEN INTO GROUND AD8598_MARK LOGO: ADRGS AD8598_MAGNETIC: I = MARKER IS A STEEL ROD AD8598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8598+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2001 AD8598 AD8598 HISTORY - Date Condition Report By AD8598 HISTORY - 1991 MONUMENTED ADRGS AD8598 HISTORY - 20010117 GOOD USPSQD AD8598 HISTORY - 20020204 MARK NOT FOUND USPSQD AD8598 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8598 AD8598 STATION DESCRIPTION AD8598 AD8598'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8598'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8598'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8598'FOR 0.5 MI (0.80 KM) TO THE STATION ON THE LEFT, JUST EAST OF THE AD8598'ENTRANCE TO TROPICAL ORNAMEMTS. AD8598'THE STATION IS A REBAR SET FLUSH WITH THE GROUND, AND WAS SET AS AN AD8598'ECCENTRIC FOR THE SECTION CORNER. THE STATION IS SOUTHEAST 78.68 FT AD8598'(23.98 M) FROM A TACK IN THE SOUTHWEST FENCE CORNER OF TROPICAL AD8598'ORNAMENTS, 38.85 FT (11.84 M) SOUTHWEST OF A TACK IN A FENCE POST, AD8598'AND 32.30 FT (9.85 M) NORTHWEST OF THE SECTION CORNER IN THE AD8598'CENTERLINE OF LANTANA ROAD. AD8598 AD8598 STATION RECOVERY (2001) AD8598 AD8598'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8598'RECOVERED IN GOOD CONDITION. AD8598 AD8598 STATION RECOVERY (2002) AD8598 AD8598'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8598'MARK NOT FOUND. AD8598 AD8598 STATION RECOVERY (2003) AD8598 AD8598'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8598'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8597 *********************************************************************** AD8597 DESIGNATION - T44S R42E SEC 31 SW COR AD8597 PID - AD8597 AD8597 STATE/COUNTY- FL/PALM BEACH AD8597 USGS QUAD - GREENACRES CITY (1983) AD8597 AD8597 *CURRENT SURVEY CONTROL AD8597 ___________________________________________________________________ AD8597* NAD 83(1990)- 26 35 28.97813(N) 080 12 20.07308(W) ADJUSTED AD8597* NAVD 88 - 5.88 (+/-2cm) 19.3 (feet) VERTCON AD8597 ___________________________________________________________________ AD8597 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD8597 GEOID HEIGHT- -25.73 (meters) GEOID99 AD8597 AD8597 HORZ ORDER - SECOND AD8597 VERT ORDER - THIRD (See Below) AD8597 AD8597.The horizontal coordinates were established by classical geodetic methods AD8597.and adjusted by the National Geodetic Survey in August 1993. AD8597.No horizontal observational check was made to the station. AD8597 AD8597.The NAVD 88 height was computed by applying the VERTCON shift value to AD8597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8597.The vertical order pertains to the superseded datum. AD8597 AD8597.The Laplace correction was computed from DEFLEC99 derived deflections. AD8597 AD8597.The geoid height was determined by GEOID99. AD8597 AD8597; North East Units Scale Converg. AD8597;SPC FL E - 250,377.371 279,130.353 MT 1.00001845 +0 21 20.2 AD8597;UTM 17 - 2,941,423.925 579,103.354 MT 0.99967725 +0 21 20.2 AD8597 AD8597 SUPERSEDED SURVEY CONTROL AD8597 AD8597 NAD 83(1990)- 26 35 28.97801(N) 080 12 20.07338(W) AD( ) 2 AD8597 NGVD 29 - 6.32 (m) 20.7 (f) LEVELING 3 AD8597 AD8597.Superseded values are not recommended for survey control. AD8597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8597.See file dsdata.txt to determine how the superseded data were derived. AD8597 AD8597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7910341424(NAD 83) AD8597_MARKER: DD = SURVEY DISK AD8597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8597_STAMPING: 36 31 AD8597_MARK LOGO: FL-099 AD8597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8597+STABILITY: SURFACE MOTION AD8597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8597+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8597 AD8597 HISTORY - Date Condition Report By AD8597 HISTORY - UNK MONUMENTED FL-099 AD8597 HISTORY - 19910810 GOOD ADRGS AD8597 HISTORY - 20020204 MARK NOT FOUND USPSQD AD8597 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8597 AD8597 STATION DESCRIPTION AD8597 AD8597'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8597'THE STATION IS LOCATED IN THE INTERSECTION OF LANTANA ROAD (STATE AD8597'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), IN THE CENTERLINE OF AD8597'LANTANA ROAD AND 8 FEET EAST OF THE CENTERLINE OF STATE ROUTE 7. AD8597'THE STATION IS NORTHWEST 43.62 FT (13.30 M) FROM A PALM BEACH COUNTY AD8597'BENCH MARK DISK ON THE SOUTHWEST CORNER OF THE LANTANA ROAD BRIDGE AD8597'OVER A NORTH-SOUTH CANAL, WEST 63.55 FT (19.37 M) FROM AN X-CUT IN AD8597'THE CENTERLINE OF THE CONCRETE SIDEWALK ON THE NORTH SIDE OF THE AD8597'BRIDGE, AND NORTHWEST 86.73 FEET FROM A TACKM IN A LEAD PLUG ON THE AD8597'SOUTHEAST CORNER OF THE BRIDGE. TH TACK WAS USED AS AN ECCENTRIC AD8597'STATION DUE TO TRAFFIC. AD8597 AD8597 STATION RECOVERY (2002) AD8597 AD8597'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8597'ROAD WIDENED AND NEW BRIDGE BUILT IN 1997 AD8597 AD8597 STATION RECOVERY (2003) AD8597 AD8597'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8597'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8599 *********************************************************************** AD8599 DESIGNATION - T44S R42E SEC 31 SW COR ECC AD8599 PID - AD8599 AD8599 STATE/COUNTY- FL/PALM BEACH AD8599 USGS QUAD - GREENACRES CITY (1983) AD8599 AD8599 *CURRENT SURVEY CONTROL AD8599 ___________________________________________________________________ AD8599* NAD 83(1999)- 26 35 28.80313(N) 080 12 19.13925(W) ADJUSTED AD8599* NAVD 88 - 6.13 (+/-2cm) 20.1 (feet) VERTCON AD8599 ___________________________________________________________________ AD8599 X - 970,911.675 (meters) COMP AD8599 Y - -5,624,090.399 (meters) COMP AD8599 Z - 2,837,788.774 (meters) COMP AD8599 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD8599 ELLIP HEIGHT- -19.64 (meters) (07/06/01) GPS OBS AD8599 GEOID HEIGHT- -25.73 (meters) GEOID99 AD8599 AD8599 HORZ ORDER - FIRST AD8599 VERT ORDER - THIRD (See Below) AD8599 ELLP ORDER - FOURTH CLASS II AD8599 AD8599.The horizontal coordinates were established by GPS observations AD8599.and adjusted by the National Geodetic Survey in July 2001. AD8599 AD8599.The NAVD 88 height was computed by applying the VERTCON shift value to AD8599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8599.The vertical order pertains to the superseded datum. AD8599 AD8599.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8599 AD8599.The Laplace correction was computed from DEFLEC99 derived deflections. AD8599 AD8599.The ellipsoidal height was determined by GPS observations AD8599.and is referenced to NAD 83. AD8599 AD8599.The geoid height was determined by GEOID99. AD8599 AD8599; North East Units Scale Converg. AD8599;SPC FL E - 250,372.145 279,156.225 MT 1.00001850 +0 21 20.7 AD8599;UTM 17 - 2,941,418.701 579,129.217 MT 0.99967730 +0 21 20.7 AD8599 AD8599: Primary Azimuth Mark Grid Az AD8599:SPC FL E - T44S R42E SEC 31 S 1/4 COR ECC 090 42 22.0 AD8599:UTM 17 - T44S R42E SEC 31 S 1/4 COR ECC 090 42 22.0 AD8599 AD8599|---------------------------------------------------------------------| AD8599| PID Reference Object Distance Geod. Az | AD8599| dddmmss.s | AD8599| AD8598 T44S R42E SEC 31 S 1/4 COR ECC APPROX. 0.8 KM 0910342.7 | AD8599|---------------------------------------------------------------------| AD8599 AD8599 SUPERSEDED SURVEY CONTROL AD8599 AD8599 NAD 83(1990)- 26 35 28.80186(N) 080 12 19.13801(W) AD( ) 1 AD8599 ELLIP HT - -19.63 (m) (08/13/93) GP( ) 4 1 AD8599 NAD 83(1990)- 26 35 28.80174(N) 080 12 19.13831(W) AD( ) 1 AD8599 ELLIP HT - -19.63 (m) (03/31/93) GP( ) 4 1 AD8599 NGVD 29 - 6.58 (m) 21.6 (f) LEVELING 3 AD8599 AD8599.Superseded values are not recommended for survey control. AD8599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8599.See file dsdata.txt to determine how the superseded data were derived. AD8599 AD8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7912941419(NAD 83) AD8599_MARKER: X = CHISELED CROSS AD8599_SETTING: 34 = BRIDGE AD8599_MARK LOGO: ADRGS AD8599_MAGNETIC: O = OTHER; SEE DESCRIPTION AD8599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8599+STABILITY: SURFACE MOTION AD8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8599+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8599 AD8599 HISTORY - Date Condition Report By AD8599 HISTORY - 1991 MONUMENTED ADRGS AD8599 HISTORY - 20020204 MARK NOT FOUND USPSQD AD8599 HISTORY - 20030404 MARK NOT FOUND USPSQD AD8599 AD8599 STATION DESCRIPTION AD8599 AD8599'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8599'THE STATION IS LOCATED AT THE INTERSECTION OF LANTANA ROAD (STATE AD8599'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), AT THE SOUTHEAST CORNER AD8599'OF THE LANTANA ROAD BRIDGE OVER A CANAL. AD8599'THE STATION IS A TACK GROUTED IN CONCRETE, AND WAS USED AS AN AD8599'ECCENTRIC STATION TO THE SECTION CORNER LOCATED IN THE INTERSECTION, AD8599'26.436 M (86.732 FT) TO THE WEST. AD8599'THE STATION IS 44.50 FT (13.56 M) EAST OF A PALM BEACH COUNTY BENCH AD8599'MARK IN THE SOUTHWEST CORNER OF THE BRIDGE, 37.80 FT (11.52 M) AD8599'SOUTHEAST OF AN X-CUT ON THE MIDDLE OF THE SIDEWALK ON THE NORTH SIDE AD8599'OF THE BRIDGE, AND 29.43 FT (8.97 M) SOUTH OF AN X-CUT ON THE AD8599'NORTHEAST CORNER OF THE BRIDGE. AD8599 AD8599 STATION RECOVERY (2002) AD8599 AD8599'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8599'ROAD WIDENED AND NEW BRIDGE BUILT IN 1997 AD8599 AD8599 STATION RECOVERY (2003) AD8599 AD8599'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8599'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6713 *********************************************************************** AD6713 DESIGNATION - THORNE AD6713 PID - AD6713 AD6713 STATE/COUNTY- FL/PALM BEACH AD6713 USGS QUAD - GREENACRES CITY (1983) AD6713 AD6713 *CURRENT SURVEY CONTROL AD6713 ___________________________________________________________________ AD6713* NAD 83(1990)- 26 37 02.62753(N) 080 10 15.52465(W) ADJUSTED AD6713* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD6713 ___________________________________________________________________ AD6713 LAPLACE CORR- -3.00 (seconds) DEFLEC99 AD6713 GEOID HEIGHT- -25.87 (meters) GEOID99 AD6713 AD6713 HORZ ORDER - SECOND AD6713 AD6713.The horizontal coordinates were established by classical geodetic methods AD6713.and adjusted by the National Geodetic Survey in May 1991. AD6713 AD6713.The NAVD 88 height was computed by applying the VERTCON shift value to AD6713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6713 AD6713.The Laplace correction was computed from DEFLEC99 derived deflections. AD6713 AD6713.The geoid height was determined by GEOID99. AD6713 AD6713; North East Units Scale Converg. AD6713;SPC FL E - 253,281.490 282,557.906 MT 1.00002529 +0 22 17.2 AD6713;UTM 17 - 2,944,327.053 582,529.737 MT 0.99968409 +0 22 17.2 AD6713 AD6713: Primary Azimuth Mark Grid Az AD6713:SPC FL E - THORNE AZ MK 1 089 00 15.8 AD6713:UTM 17 - THORNE AZ MK 1 089 00 15.8 AD6713 AD6713|---------------------------------------------------------------------| AD6713| PID Reference Object Distance Geod. Az | AD6713| dddmmss.s | AD6713| AD6714 THORNE PBCSD 1970 A PT 6.110 METERS 04306 | AD6713| CW9881 THORNE AZ MK 1 0892233.0 | AD6713|---------------------------------------------------------------------| AD6713 AD6713 SUPERSEDED SURVEY CONTROL AD6713 AD6713 NAD 83(1986)- 26 37 02.63176(N) 080 10 15.53288(W) AD( ) 2 AD6713 NAD 27 - 26 37 01.38611(N) 080 10 16.37169(W) AD( ) 2 AD6713 NGVD 29 - 5.8 (m) 19. (f) VERT ANG AD6713 AD6713.Superseded values are not recommended for survey control. AD6713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6713.See file dsdata.txt to determine how the superseded data were derived. AD6713 AD6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8253044327(NAD 83) AD6713_MARKER: DD = SURVEY DISK AD6713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6713 AD6713 HISTORY - Date Condition Report By AD6713 HISTORY - 1970 MONUMENTED FL-099 AD6713 HISTORY - 20001201 MARK NOT FOUND USPSQD AD6713 HISTORY - 20020128 MARK NOT FOUND USPSQD AD6713 HISTORY - 20030401 MARK NOT FOUND USPSQD AD6713 AD6713 STATION DESCRIPTION AD6713 AD6713'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6713'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF DOWNTOWN LAKE AD6713'WORTH, 2 MILES NORTH OF LANTANA ROAD, AND ABOUT 2-1/4 MILES EAST AD6713'OF S.R. 7. AD6713' AD6713'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY TRAIL AD6713'(S.R. 809) AND SOUTHERN BOULEVARD (S.R. 80), GO SOUTH ON S.R. 809 AD6713'FOR 3.9 MILES TO LAKE WORTH ROAD. TURN RIGHT AND PROCEED WEST ON AD6713'LAKE WORTH ROAD FOR 3.55 MILES TO STATION SITE ON THE LEFT. AD6713' AD6713'ALL POINTS USED ARE PALM BEACH COUNTY GEODETIC BRASS DISKS SET AD6713'IN ROUND CONCRETE POSTS. AD6713' AD6713'SATELLITE, STAMPED THORNE 1970, IS SET FLUSH. POINT IS 30.6 FEET AD6713'SOUTH OF CENTER LINE OF LAKE WORTH ROAD, 83.6 FEET SOUTH SOUTHWEST AD6713'OF A POWER POLE AND 96.3 FEET SOUTHEAST OF A CONCRETE AD6713'MONUMENT. POINT IS 10 IN NORTH OF A METAL WITNESS POST. AD6713' AD6713'AZ. MK 1, STAMPED THORNE A-1, 1970, IS SET FLUSH. POINT IS .2 AD6713'MILE WEST OF SATELLITE. POINT IS 30.1 FEET SOUTH OF CENTERLINE OF AD6713'LAKE WORTH ROAD, 113.6 FEET SOUTHEAST OF A POWER POLE AND 143.40 AD6713'FEET SOUTHWEST OF ANOTHER POWER POLE, AND 71.6 FEET NORTH OF AN AD6713'8 IN ROYAL PALM ON THE SOUTH SIDE OF A CANAL. POINT IS 11 IN AD6713'NORTH OF A METAL WITNESS POST. AD6713' AD6713'NOTE--SATELLITE THORNE IS TIED TO TRIANGULATION STATION HURST. AD6713 AD6713 STATION RECOVERY (2000) AD6713 AD6713'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD6713'ROAD WIDENED SINCE 1970 AND GPS SHOWS STATION IN MIDDLE OF ROAD. AD6713 AD6713 STATION RECOVERY (2002) AD6713 AD6713'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6713'MARK NOT FOUND. AD6713 AD6713 STATION RECOVERY (2003) AD6713 AD6713'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6713'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2850 *********************************************************************** AD2850 DESIGNATION - TIDAL 3 STA I 67 AD2850 PID - AD2850 AD2850 STATE/COUNTY- FL/PALM BEACH AD2850 USGS QUAD - PALM BEACH (1983) AD2850 AD2850 *CURRENT SURVEY CONTROL AD2850 ___________________________________________________________________ AD2850* NAD 83(1986)- 26 42 02. (N) 080 02 00. (W) SCALED AD2850* NAVD 88 - 3.014 (meters) 9.89 (feet) ADJUSTED AD2850 ___________________________________________________________________ AD2850 GEOID HEIGHT- -26.57 (meters) GEOID99 AD2850 DYNAMIC HT - 3.010 (meters) 9.88 (feet) COMP AD2850 MODELED GRAV- 979,116.9 (mgal) NAVD 88 AD2850 AD2850 VERT ORDER - FIRST CLASS II AD2850 AD2850.The horizontal coordinates were scaled from a topographic map and have AD2850.an estimated accuracy of +/- 6 seconds. AD2850 AD2850.The orthometric height was determined by differential leveling AD2850.and adjusted by the National Geodetic Survey in June 1991. AD2850.WARNING-Repeat measurements at this control monument indicate possible AD2850.vertical movement. AD2850 AD2850.The geoid height was determined by GEOID99. AD2850 AD2850.The dynamic height is computed by dividing the NAVD 88 AD2850.geopotential number by the normal gravity value computed on the AD2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2850.degrees latitude (g = 980.6199 gals.). AD2850 AD2850.The modeled gravity was interpolated from observed gravity values. AD2850 AD2850; North East Units Estimated Accuracy AD2850;SPC FL E - 262,590. 296,200. MT (+/- 180 meters Scaled) AD2850 AD2850 SUPERSEDED SURVEY CONTROL AD2850 AD2850 NGVD 29 - 3.473 (m) 11.39 (f) ADJ UNCH 1 2 AD2850 AD2850.Superseded values are not recommended for survey control. AD2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2850.See file dsdata.txt to determine how the superseded data were derived. AD2850 AD2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK961536(NAD 83) AD2850_MARKER: DJ = TIDAL STATION DISK AD2850_SETTING: 30 = CURB AD2850_STAMPING: NO 3 1929 AD2850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2850 AD2850 HISTORY - Date Condition Report By AD2850 HISTORY - 1929 MONUMENTED CGS AD2850 HISTORY - 1970 GOOD NGS AD2850 HISTORY - 1973 GOOD NGS AD2850 HISTORY - 20020219 MARK NOT FOUND USPSQD AD2850 HISTORY - 20030411 MARK NOT FOUND USPSQD AD2850 AD2850 STATION DESCRIPTION AD2850 AD2850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AD2850'AT PALM BEACH. AD2850'AT PALM BEACH, 153 YARDS WEST ALONG WORTH AVENUE FROM THE CENTER AD2850'OF THE JUNCTION OF SOUTH OCEAN BLVD, 12.4 FEET NORTHEAST OF THE AD2850'NORTHEAST CORNER OF THE OCEAN VIEW HOTEL, SET IN THE TOP OF THE AD2850'SOUTH CONCRETE CURB OF WORTH AVENUE, 3 1/2 FEET EAST OF THE AD2850'EXTENDED LINE OF THE EAST WALL OF THE HOTEL AT NUMBER 136 WORTH AD2850'AVENUE AND LEVEL WITH THE CENTER OF THE AVENUE. AD2850 AD2850 STATION RECOVERY (1973) AD2850 AD2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2850'RECOVERED IN GOOD CONDITION. AD2850 AD2850 STATION RECOVERY (2002) AD2850 AD2850'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2850'BUILDING NO LONGER CALLED THE OCEAN VIEW HOTEL. STREET NUMBERS HAVE AD2850'CHANGED. NO LONGER A 136 ADDRESS AT LOCATION. MAY BE UNDER MANY AD2850'COATS OF CRACKING YELLOW PAINT ON CURB. AD2850 AD2850 STATION RECOVERY (2003) AD2850 AD2850'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2850'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2853 *********************************************************************** AD2853 DESIGNATION - TR 13 AD2853 PID - AD2853 AD2853 STATE/COUNTY- FL/PALM BEACH AD2853 USGS QUAD - PALM BEACH (1983) AD2853 AD2853 *CURRENT SURVEY CONTROL AD2853 ___________________________________________________________________ AD2853* NAD 83(1986)- 26 42 19. (N) 080 01 59. (W) SCALED AD2853* NAVD 88 - 4.245 (meters) 13.93 (feet) ADJUSTED AD2853 ___________________________________________________________________ AD2853 GEOID HEIGHT- -26.58 (meters) GEOID99 AD2853 DYNAMIC HT - 4.238 (meters) 13.90 (feet) COMP AD2853 MODELED GRAV- 979,117.1 (mgal) NAVD 88 AD2853 AD2853 VERT ORDER - SECOND CLASS 0 AD2853 AD2853.The horizontal coordinates were scaled from a topographic map and have AD2853.an estimated accuracy of +/- 6 seconds. AD2853 AD2853.The orthometric height was determined by differential leveling AD2853.and adjusted by the National Geodetic Survey in June 1991. AD2853 AD2853.The geoid height was determined by GEOID99. AD2853 AD2853.The dynamic height is computed by dividing the NAVD 88 AD2853.geopotential number by the normal gravity value computed on the AD2853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2853.degrees latitude (g = 980.6199 gals.). AD2853 AD2853.The modeled gravity was interpolated from observed gravity values. AD2853 AD2853; North East Units Estimated Accuracy AD2853;SPC FL E - 263,120. 296,220. MT (+/- 180 meters Scaled) AD2853 AD2853 SUPERSEDED SURVEY CONTROL AD2853 AD2853 NGVD 29 - 4.707 (m) 15.44 (f) ADJ UNCH 2 0 AD2853 AD2853.Superseded values are not recommended for survey control. AD2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2853.See file dsdata.txt to determine how the superseded data were derived. AD2853 AD2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK961541(NAD 83) AD2853_MARKER: DD = SURVEY DISK AD2853_SETTING: 30 = CURB AD2853_STAMPING: TR 13 1946 PBBE AD2853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2853 AD2853 HISTORY - Date Condition Report By AD2853 HISTORY - 1946 MONUMENTED DOD AD2853 HISTORY - 1970 GOOD NGS AD2853 HISTORY - 1973 GOOD NGS AD2853 HISTORY - 20020219 MARK NOT FOUND USPSQD AD2853 HISTORY - 20030411 MARK NOT FOUND USPSQD AD2853 AD2853 STATION DESCRIPTION AD2853 AD2853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AD2853'AT PALM BEACH. AD2853'AT PALM BEACH, 0.2 MILE EAST ALONG ROYAL PALM WAY FROM THE AD2853'INTERSECTION OF NORTH COUNTY ROAD, AT THE INTERSECTION OF ROYAL AD2853'PALM WAY AND OCEAN BLVD, SET IN THE TOP OF THE EAST CURB OF OCEAN AD2853'BLVD, 1 FOOT NORTH OF THE EXTENDED LINE OF THE NORTH CURB OF THE AD2853'EASTBOUND LANE OF ROYAL PALM WAY AND 1/2 FOOT ABOVE THE LEVEL AD2853'OF OCEAN BLVD. AD2853 AD2853 STATION RECOVERY (1973) AD2853 AD2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2853'RECOVERED IN GOOD CONDITION. AD2853 AD2853 STATION RECOVERY (2002) AD2853 AD2853'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2853'MARK NOT FOUND. AD2853 AD2853 STATION RECOVERY (2003) AD2853 AD2853'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2853'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2820 *********************************************************************** AD2820 DESIGNATION - U 232 AD2820 PID - AD2820 AD2820 STATE/COUNTY- FL/PALM BEACH AD2820 USGS QUAD - PALM BEACH (1983) AD2820 AD2820 *CURRENT SURVEY CONTROL AD2820 ___________________________________________________________________ AD2820* NAD 83(1986)- 26 42 12. (N) 080 03 20. (W) SCALED AD2820* NAVD 88 - 4.861 (meters) 15.95 (feet) ADJUSTED AD2820 ___________________________________________________________________ AD2820 GEOID HEIGHT- -26.47 (meters) GEOID99 AD2820 DYNAMIC HT - 4.853 (meters) 15.92 (feet) COMP AD2820 MODELED GRAV- 979,119.0 (mgal) NAVD 88 AD2820 AD2820 VERT ORDER - FIRST CLASS I AD2820 AD2820.The horizontal coordinates were scaled from a topographic map and have AD2820.an estimated accuracy of +/- 6 seconds. AD2820 AD2820.The orthometric height was determined by differential leveling AD2820.and adjusted by the National Geodetic Survey in June 1991. AD2820 AD2820.The geoid height was determined by GEOID99. AD2820 AD2820.The dynamic height is computed by dividing the NAVD 88 AD2820.geopotential number by the normal gravity value computed on the AD2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2820.degrees latitude (g = 980.6199 gals.). AD2820 AD2820.The modeled gravity was interpolated from observed gravity values. AD2820 AD2820; North East Units Estimated Accuracy AD2820;SPC FL E - 262,880. 293,980. MT (+/- 180 meters Scaled) AD2820 AD2820 SUPERSEDED SURVEY CONTROL AD2820 AD2820 NGVD 29 - 5.326 (m) 17.47 (f) ADJ UNCH 1 1 AD2820 AD2820.Superseded values are not recommended for survey control. AD2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2820.See file dsdata.txt to determine how the superseded data were derived. AD2820 AD2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK939539(NAD 83) AD2820_MARKER: DB = BENCH MARK DISK AD2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2820_STAMPING: U 232 1965 AD2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2820+STABILITY: SURFACE MOTION AD2820 AD2820 HISTORY - Date Condition Report By AD2820 HISTORY - 1965 MONUMENTED CGS AD2820 HISTORY - 1973 GOOD NGS AD2820 HISTORY - 1989 MARK NOT FOUND USPSQD AD2820 HISTORY - 1990 MARK NOT FOUND USPSQD AD2820 HISTORY - 19910115 MARK NOT FOUND NGS AD2820 HISTORY - 20020401 MARK NOT FOUND USPSQD AD2820 HISTORY - 20030408 MARK NOT FOUND USPSQD AD2820 AD2820 STATION DESCRIPTION AD2820 AD2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AD2820'AT WEST PALM BEACH. AD2820'AT WEST PALM BEACH, ABOUT 1.05 MILES SOUTH ALONG THE FLORIDA EAST AD2820'COAST RAILWAY FROM THE PASSENGER STATION, IN SECTION 28, R 43 E, AD2820'T 43 S, 17.2 FEET SOUTHWEST OF MILEPOST 300, 19.0 FEET WEST OF AD2820'THE WEST RAIL OF THE SOUTHBOUND TRACK, 20.0 FEET EAST OF THE EAST AD2820'CURB OF ALABAMA AVENUE, 31.0 FEET SOUTH OF THE EXTENDED CENTER AD2820'LINE OF M STREET, 3.0 FEET NORTH OF A POWER LINE POLE, 1.5 FEET AD2820'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF AD2820'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 AD2820'FOOT. NOTE-- THE RAILWAY PASSENGER STATION NO LONGER EXISTS. AD2820 AD2820 STATION RECOVERY (1973) AD2820 AD2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2820'RECOVERED IN GOOD CONDITION. AD2820 AD2820 STATION RECOVERY (1989) AD2820 AD2820'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD2820'MARK NOT FOUND. AD2820 AD2820 STATION RECOVERY (1990) AD2820 AD2820'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS) AD2820'MARK NOT FOUND. AD2820 AD2820 STATION RECOVERY (1991) AD2820 AD2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD2820'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. AD2820 AD2820 STATION RECOVERY (2002) AD2820 AD2820'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2820'MARK NOT FOUND. AD2820 AD2820 STATION RECOVERY (2003) AD2820 AD2820'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2820'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AJ3547 *********************************************************************** AJ3547 DESIGNATION - V 410 X RESET AJ3547 PID - AJ3547 AJ3547 STATE/COUNTY- FL/PALM BEACH AJ3547 USGS QUAD - LAKE HARBOR SE (1970) AJ3547 AJ3547 *CURRENT SURVEY CONTROL AJ3547 ___________________________________________________________________ AJ3547* NAD 83(1986)- 26 35 40. (N) 080 50 31. (W) SCALED AJ3547* NAVD 88 - 4.897 (meters) 16.07 (feet) ADJUSTED AJ3547 ___________________________________________________________________ AJ3547 GEOID HEIGHT- -24.82 (meters) GEOID99 AJ3547 DYNAMIC HT - 4.889 (meters) 16.04 (feet) COMP AJ3547 MODELED GRAV- 979,091.4 (mgal) NAVD 88 AJ3547 AJ3547 VERT ORDER - SECOND CLASS I AJ3547 AJ3547.The horizontal coordinates were scaled from a topographic map and have AJ3547.an estimated accuracy of +/- 6 seconds. AJ3547 AJ3547.The orthometric height was determined by differential leveling AJ3547.and adjusted by the National Geodetic Survey in September 2001. AJ3547 AJ3547.The geoid height was determined by GEOID99. AJ3547 AJ3547.The dynamic height is computed by dividing the NAVD 88 AJ3547.geopotential number by the normal gravity value computed on the AJ3547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3547.degrees latitude (g = 980.6199 gals.). AJ3547 AJ3547.The modeled gravity was interpolated from observed gravity values. AJ3547 AJ3547; North East Units Estimated Accuracy AJ3547;SPC FL E - 250,480. 215,740. MT (+/- 180 meters Scaled) AJ3547 AJ3547 SUPERSEDED SURVEY CONTROL AJ3547 AJ3547.No superseded survey control is available for this station. AJ3547 AJ3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK157415(NAD 83) AJ3547_MARKER: F = FLANGE-ENCASED ROD AJ3547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ3547_STAMPING: V 410 X RESET 2000 AJ3547_MARK LOGO: NGS AJ3547_PROJECTION: FLUSH AJ3547_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3547+SATELLITE: SATELLITE OBSERVATIONS - 2000 AJ3547_ROD/PIPE-DEPTH: 12.0 meters AJ3547_SLEEVE-DEPTH : 0.9 meters AJ3547 AJ3547 HISTORY - Date Condition Report By AJ3547 HISTORY - 2000 MONUMENTED NGS AJ3547 HISTORY - 20021111 GOOD NGS AJ3547 AJ3547 STATION DESCRIPTION AJ3547 AJ3547'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (JLM) AJ3547'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTHWEST OF SOUTHBAY, 7.0 MI AJ3547'(11.3 KM) SOUTH OF LAKE HARBOR (ON THE WEST LEVEE ROAD OF THE MIAMI AJ3547'CANAL), IN SECTION 9, TOWNSHIP 45 SOUTH, RANGE 35 EAST. TO REACH THE AJ3547'MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH AJ3547'BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION AJ3547'OF COUNTY ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO AJ3547'WEST FOR 4.8 MI (7.7 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON AJ3547'COUNTY ROAD 827 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF MIAMI CANAL AJ3547'(EAST SIDE), TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR 3.1 MI (5.0 AJ3547'KM) TO THE T-JUNCTION OF A PAVED ROAD, TURN RIGHT ON THE PAVED ROAD AJ3547'CROSSING OVER THE MIAMI CANAL (TO THE WEST LEVEE ROAD), TURN RIGHT ON AJ3547'WEST LEVEE ROAD PARELLEL MIAMI CANAL AND GO NORTH FOR 2.1 MI (3.4 KM) AJ3547'TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AJ3547'WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE LEVEE AJ3547'ROAD, THE DATUM POINT IS RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF AJ3547'THE NGS LOGO CAP. THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF AJ3547'U.S. HIGHWAY 27 SOUTHBOUND LANES AND MIAMI CANAL ROAD ABOUT 6.5 MI AJ3547'(10.5 KM) WESTERLY OF SOUTHBAY, GO SOUTHERLY ALONG THE MIAMI CANAL AJ3547'ROAD (THE WEST LEVEE ROAD) FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF AJ3547'CORKSCREW BLVD, CONTINUE SOUTHERLY ALONG THE MIAMI CANAL FOR 0.65 MI AJ3547'(1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY FOF 6.5 MI AJ3547'(10.5 KM) TO THE MARK ON THE RIGHT. LOCATED 144.4 FT (44.0 M) NORTH OF AJ3547'THE CENTER OF A CANAL LEADING WEST, 124.0 FT (37.8 M) NORTHWEST OF AND AJ3547'ACROSS THE LEVEE ROAD FROM A 6.0 FT (1.8 M) DIAMETER OVERFLOW PIPE, AJ3547'118.0 FT (36.0 M) NORTH OF THE NORTH 6.0 FT (1.8 M) PIPE UNDER THE AJ3547'LEVEE ROAD, 72.0 FT (21.9 M) NORTH OF A ROAD LEADING NORTHWEST THEN AJ3547'WESTERLEY ALONG THE NORTH SIDE OF A FARM DITCH, 38.0 FT (11.6 M) WEST AJ3547'OF THE LOWER LEVEE ROAD, 8.0 FT (2.4 M) WEST OF A HIGH LEVEE ROAD, 2.2 AJ3547'FT (0.7 M) NORTH OF A WOODEN POST, 2.0 FT (0.6 M) SOUTH OF A WOODEN AJ3547'POST AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST. NOTE ACCESS AJ3547'TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOUND AJ3547'ROD IN GOOD SHAPE WITH PIECE OF THE GREASED SLEEVE BROKEN OFF AND NO AJ3547'LOGO CAP, THE LOGO CAP WAS REPLACED THIS DATE. AJ3547 AJ3547 STATION RECOVERY (2002) AJ3547 AJ3547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AJ3547'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6700 *********************************************************************** AD6700 DESIGNATION - VELVET AD6700 PID - AD6700 AD6700 STATE/COUNTY- FL/PALM BEACH AD6700 USGS QUAD - GREENACRES CITY (1983) AD6700 AD6700 *CURRENT SURVEY CONTROL AD6700 ___________________________________________________________________ AD6700* NAD 83(1990)- 26 35 22.97322(N) 080 09 16.51640(W) ADJUSTED AD6700* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD6700 ___________________________________________________________________ AD6700 LAPLACE CORR- -3.18 (seconds) DEFLEC99 AD6700 GEOID HEIGHT- -25.87 (meters) GEOID99 AD6700 AD6700 HORZ ORDER - FIRST AD6700 AD6700.The horizontal coordinates were established by classical geodetic methods AD6700.and adjusted by the National Geodetic Survey in May 1991. AD6700 AD6700.The NAVD 88 height was computed by applying the VERTCON shift value to AD6700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6700 AD6700.The Laplace correction was computed from DEFLEC99 derived deflections. AD6700 AD6700.The geoid height was determined by GEOID99. AD6700 AD6700; North East Units Scale Converg. AD6700;SPC FL E - 250,225.093 284,210.557 MT 1.00002869 +0 22 42.3 AD6700;UTM 17 - 2,941,271.699 584,181.825 MT 0.99968749 +0 22 42.3 AD6700 AD6700: Primary Azimuth Mark Grid Az AD6700:SPC FL E - VELVET AZ MK 089 17 33.6 AD6700:UTM 17 - VELVET AZ MK 089 17 33.6 AD6700 AD6700|---------------------------------------------------------------------| AD6700| PID Reference Object Distance Geod. Az | AD6700| dddmmss.s | AD6700| CW9952 VELVET RM 1 26.207 METERS 08544 | AD6700| CW9951 VELVET AZ MK 0894015.9 | AD6700| AD6655 LANTANA MARINE RAD WOE MAST APPROX. 6.7 KM 1321611.6 | AD6700| CW9953 VELVET RM 2 25.705 METERS 16059 | AD6700| AD6698 LANTANA TV STA WEAT MAST APPROX. 5.3 KM 2684346.2 | AD6700| AD6699 LANTANA WPTV TV MAST APPROX. 5.7 KM 2693826.5 | AD6700| AD6717 LANTANA TELEPROMPTER TV MAST APPROX. 6.5 KM 3144139.4 | AD6700|---------------------------------------------------------------------| AD6700 AD6700 SUPERSEDED SURVEY CONTROL AD6700 AD6700 NAD 83(1986)- 26 35 22.97765(N) 080 09 16.52436(W) AD( ) 1 AD6700 NAD 27 - 26 35 21.72801(N) 080 09 17.36458(W) AD( ) 1 AD6700 NGVD 29 - 5.8 (m) 19. (f) VERT ANG AD6700 AD6700.Superseded values are not recommended for survey control. AD6700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6700.See file dsdata.txt to determine how the superseded data were derived. AD6700 AD6700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8418241272(NAD 83) AD6700_MARKER: DS = TRIANGULATION STATION DISK AD6700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6700 AD6700 HISTORY - Date Condition Report By AD6700 HISTORY - 1970 MONUMENTED NGS AD6700 HISTORY - 1989 MARK NOT FOUND USPSQD AD6700 HISTORY - 19910520 MARK NOT FOUND USPSQD AD6700 HISTORY - 20020205 MARK NOT FOUND USPSQD AD6700 HISTORY - 20030401 MARK NOT FOUND USPSQD AD6700 AD6700 STATION DESCRIPTION AD6700 AD6700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6700'STATION IS LOCATED ABOUT 6 MILES WEST OF LANTANA, 2-1/2 MILES WEST AD6700'OF MILITARY TRAIL (S-809) AND 1-1/4 MILES EAST OF THE SUNSHINE AD6700'PARKWAY AT THE VELVET TOMATO CORPORATION. AD6700' AD6700'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 98 AND MILITARY TRAIL, AD6700'IN THE WEST EDGE OF WEST PALM BEACH, GO SOUTH ON MILITARY TRAIL AD6700'FOR 6.0 MILES TO LANTANA ROAD (S-812), TURN RIGHT AND GO WEST ON AD6700'LANTANA ROAD FOR 2.2 MILES TO THE AZIMUTH MARK ON RIGHT, CONTINUE AD6700'WEST FOR 0.3 MILE TO GATE AND ENTRANCE TO THE VELVET TOMATO AD6700'CORPORATION ON LEFT, TURN LEFT THROUGH GATE THENCE RIGHT AND GO AD6700'WEST ALONG THE SOUTH SIDE OF FENCE FOR 0.1 MILE TO STATION AS AD6700'DESCRIBED. AD6700' AD6700'STATION MARK, A STANDARD DISK STAMPED VELVET 1970, IS SET IN THE AD6700'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH. THE MARK IS 51 FEET AD6700'SOUTH OF CENTER OF LANTANA ROAD (S-812), 19.5 FEET SOUTHEAST OF AD6700'FENCE CORNER, 11 FEET EAST OF FENCE, 10 FEET SOUTH OF FENCE AND AD6700'10.0 FEET SOUTH OF WITNESS POST. AD6700' AD6700'REFERENCE MARK 1, A STANDARD DISK STAMPED VELVET NO 1 1970, IS AD6700'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH. THE MARK AD6700'IS 102 FEET EAST OF FENCE CORNER, 42 FEET SOUTH OF LANTANA ROAD, AD6700'3.8 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE. AD6700' AD6700'REFERENCE MARK 2, A STANDARD DISK STAMPED VELVET NO 2 1970, IS AD6700'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH. THE MARK AD6700'IS 100 FEET SOUTH OF FENCE CORNER, 2.2 FEET NORTH OF WITNESS POST AD6700'AND 1 FOOT EAST OF FENCE. AD6700' AD6700'AZIMUTH MARK, A STANDARD DISK STAMPED VELVET 1970, IS SET IN THE AD6700'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH. THE MARK IS 18.5 AD6700'FEET SOUTH OF FENCE, 18.2 FEET SOUTH OF WITNESS POST, 25 FEET AD6700'NORTH OF CENTER OF LANTANA ROAD (S-812) AND 8.5 FEET WEST OF AD6700'POWER POLE NUMBER 31. AD6700' AD6700'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS. AD6700 AD6700 STATION RECOVERY (1989) AD6700 AD6700'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD6700'MARK NOT FOUND. AD6700 AD6700 STATION RECOVERY (1991) AD6700 AD6700'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD6700'MARK NOT FOUND. AD6700 AD6700 STATION RECOVERY (2002) AD6700 AD6700'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6700'VELVET TOMATO FARM IS NOW A TRAILER PARK COMMUNITY WITH A 6 FOOT BURM AD6700'WITH TREES ON TOP AT LOCATION OF MARK AD6700 AD6700 STATION RECOVERY (2003) AD6700 AD6700'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6700'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8624 *********************************************************************** AD8624 DESIGNATION - VISTA AD8624 PID - AD8624 AD8624 STATE/COUNTY- FL/PALM BEACH AD8624 USGS QUAD - PALM BEACH FARMS (1983) AD8624 AD8624 *CURRENT SURVEY CONTROL AD8624 ___________________________________________________________________ AD8624* NAD 83(1999)- 26 42 28.10336(N) 080 09 07.60807(W) ADJUSTED AD8624* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD8624 ___________________________________________________________________ AD8624 X - 975,143.436 (meters) COMP AD8624 Y - -5,617,482.328 (meters) COMP AD8624 Z - 2,849,322.129 (meters) COMP AD8624 LAPLACE CORR- -3.11 (seconds) DEFLEC99 AD8624 ELLIP HEIGHT- -20.92 (meters) (07/06/01) GPS OBS AD8624 GEOID HEIGHT- -26.14 (meters) GEOID99 AD8624 AD8624 HORZ ORDER - FIRST AD8624 ELLP ORDER - FOURTH CLASS II AD8624 AD8624.The horizontal coordinates were established by GPS observations AD8624.and adjusted by the National Geodetic Survey in July 2001. AD8624 AD8624.The NAVD 88 height was computed by applying the VERTCON shift value to AD8624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8624 AD8624.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8624 AD8624.The Laplace correction was computed from DEFLEC99 derived deflections. AD8624 AD8624.The ellipsoidal height was determined by GPS observations AD8624.and is referenced to NAD 83. AD8624 AD8624.The geoid height was determined by GEOID99. AD8624 AD8624; North East Units Scale Converg. AD8624;SPC FL E - 263,311.143 284,370.201 MT 1.00002902 +0 22 52.0 AD8624;UTM 17 - 2,954,353.284 584,341.414 MT 0.99968782 +0 22 52.0 AD8624 AD8624 SUPERSEDED SURVEY CONTROL AD8624 AD8624 NAD 83(1990)- 26 42 28.10265(N) 080 09 07.60597(W) AD( ) 1 AD8624 ELLIP HT - -20.93 (m) (08/13/93) GP( ) 4 1 AD8624 NAD 83(1990)- 26 42 28.10211(N) 080 09 07.60697(W) AD( ) 1 AD8624 ELLIP HT - -20.91 (m) (03/31/93) GP( ) 4 1 AD8624 NGVD 29 - 5.7 (m) 19. (f) GPS OBS AD8624 AD8624.Superseded values are not recommended for survey control. AD8624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8624.See file dsdata.txt to determine how the superseded data were derived. AD8624 AD8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8434154353(NAD 83) AD8624_MARKER: DD = SURVEY DISK AD8624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8624_STAMPING: VISTA AD8624_MARK LOGO: FL-099 AD8624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8624+STABILITY: SURFACE MOTION AD8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8624+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003 AD8624 AD8624 HISTORY - Date Condition Report By AD8624 HISTORY - UNK MONUMENTED FL-099 AD8624 HISTORY - 19910810 GOOD ADRGS AD8624 HISTORY - 20020318 MARK NOT FOUND USPSQD AD8624 HISTORY - 20030407 MARK NOT FOUND USPSQD AD8624 HISTORY - 20030416 GOOD USPSQD AD8624 AD8624 STATION DESCRIPTION AD8624 AD8624'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8624'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AND AD8624'THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON OKEECHOBEE BOULEVARD FOR AD8624'0.6 MI (0.97 KM) TO THE STATION ON THE LEFT, 171 FEET EAST OF THE AD8624'EAST EDGE OF PAVEMENT OF THE ENTRANCE TO A MCDONALDS RESTAURANT, AND AD8624'25.5 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT OF OKEECHOBEE BOULEVARD AD8624'. AD8624'THE STATION IS NORTHWEST 25.29 FT (7.71 M) FROM A PK AND TIN TAB SET AD8624'IN THE EAST SIDE OF A WOODEN GUARDRAIL POST, NORTH 3.42 FT (1.04 M) AD8624'FROM A PK AND TIN TAB SET IN THE EAST SIDE OF A WOODEN GUARDRAIL POST, AD8624'AND NORTHEAST 25.18 FT (7.67 M) FROM A PK AND TIN TAB SET IN THE EAST AD8624'SIDE OF A WOODEN GUARDRAIL POST. AD8624 AD8624 STATION RECOVERY (2002) AD8624 AD8624'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8624'LOCATION FOR MARK IS THE SOUTHWEST CORNER OF JOG ROAD AND OKEECHOBEE AD8624'BLVD AD8624 AD8624 STATION RECOVERY (2003) AD8624 AD8624'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8624'MARK NOT FOUND. AD8624 AD8624 STATION RECOVERY (2003) AD8624 AD8624'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8624'MARK RECOVERED 12 INCHES BELOW GRADE 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6748 *********************************************************************** AD6748 DESIGNATION - VORTAC WEST PALM BEACH PBI AD6748 PID - AD6748 AD6748 STATE/COUNTY- FL/PALM BEACH AD6748 USGS QUAD - PALM BEACH FARMS (1983) AD6748 AD6748 *CURRENT SURVEY CONTROL AD6748 ___________________________________________________________________ AD6748* NAD 83(1990)- 26 41 14.52825(N) 080 09 22.12713(W) ADJUSTED AD6748* NAVD 88 - 5. (meters) 16. (feet) SCALED AD6748 ___________________________________________________________________ AD6748 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AD6748 GEOID HEIGHT- -26.07 (meters) GEOID99 AD6748 AD6748 HORZ ORDER - THIRD AD6748 AD6748.The horizontal coordinates were established by classical geodetic methods AD6748.and adjusted by the National Geodetic Survey in May 1991. AD6748 AD6748.The orthometric height was scaled from a topographic map. AD6748 AD6748.The Laplace correction was computed from DEFLEC99 derived deflections. AD6748 AD6748.The geoid height was determined by GEOID99. AD6748 AD6748; North East Units Scale Converg. AD6748;SPC FL E - 261,044.012 283,983.852 MT 1.00002822 +0 22 44.5 AD6748;UTM 17 - 2,952,086.927 583,955.197 MT 0.99968702 +0 22 44.5 AD6748 AD6748 SUPERSEDED SURVEY CONTROL AD6748 AD6748 NAD 83(1986)- 26 41 14.53237(N) 080 09 22.13542(W) AD( ) 4 AD6748 NAD 27 - 26 41 13.29627(N) 080 09 22.97679(W) AD( ) 3 AD6748 AD6748.Superseded values are not recommended for survey control. AD6748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6748.See file dsdata.txt to determine how the superseded data were derived. AD6748 AD6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8395552087(NAD 83) AD6748 AD6748 HISTORY - Date Condition Report By AD6748 HISTORY - 1960 FIRST OBSERVED CGS AD6748 HISTORY - 1970 GOOD NGS AD6748 HISTORY - 20020129 POOR USPSQD AD6748 HISTORY - 20030402 MARK NOT FOUND USPSQD AD6748 AD6748 STATION DESCRIPTION AD6748 AD6748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6748'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE STATION AD6748'IS A STANDARD VORTAC STRUCTURE SURROUNDED BY A 4 FOOT HIGH WOODEN AD6748'FENCE. AD6748' AD6748'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WEST PALM BEACH, AD6748'2-1/2 MILES WEST OF THE PALM BEACH INTERNATIONAL AIRPORT, 1/4 MILE AD6748'SOUTH OF BELEVEDERE ROAD AND 0.15 MILE EAST OF THE FLORIDA AD6748'TURNPIKE IN AN OPEN FIELD. AD6748 AD6748 STATION RECOVERY (2002) AD6748 AD6748'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6748'BUILDING ABANDONED AND ALL EQUIPMENT REMOVED AND COMPLETELY ENGULFED AD6748'BY BRUSH AND TREES. AD6748 AD6748 STATION RECOVERY (2003) AD6748 AD6748'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6748'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6595 *********************************************************************** AD6595 DESIGNATION - WEST PALM BEACH 1ST BAP CH SP AD6595 PID - AD6595 AD6595 STATE/COUNTY- FL/PALM BEACH AD6595 USGS QUAD - PALM BEACH (1983) AD6595 AD6595 *CURRENT SURVEY CONTROL AD6595 ___________________________________________________________________ AD6595* NAD 83(1990)- 26 42 13.30748(N) 080 03 02.79747(W) ADJUSTED AD6595* NAVD 88 - AD6595 ___________________________________________________________________ AD6595 LAPLACE CORR- -4.75 (seconds) DEFLEC99 AD6595 GEOID HEIGHT- -26.50 (meters) GEOID99 AD6595 AD6595 HORZ ORDER - THIRD AD6595 AD6595.The horizontal coordinates were established by classical geodetic methods AD6595.and adjusted by the National Geodetic Survey in May 1991. AD6595 AD6595 AD6595.The Laplace correction was computed from DEFLEC99 derived deflections. AD6595 AD6595.The geoid height was determined by GEOID99. AD6595 AD6595; North East Units Scale Converg. AD6595;SPC FL E - 262,926.836 294,457.731 MT 1.00005129 +0 25 35.7 AD6595;UTM 17 - 2,953,969.108 594,425.502 MT 0.99971007 +0 25 35.7 AD6595 AD6595 SUPERSEDED SURVEY CONTROL AD6595 AD6595 NAD 83(1986)- 26 42 13.31208(N) 080 03 02.80618(W) AD( ) 4 AD6595 NAD 27 - 26 42 12.07767(N) 080 03 03.65886(W) AD( ) 3 AD6595 AD6595.Superseded values are not recommended for survey control. AD6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6595.See file dsdata.txt to determine how the superseded data were derived. AD6595 AD6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9442653969(NAD 83) AD6595_MARKER: 90 = CHURCH SPIRE AD6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6595+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002 AD6595 AD6595 HISTORY - Date Condition Report By AD6595 HISTORY - 1970 FIRST OBSERVED NGS AD6595 HISTORY - 1973 GOOD NGS AD6595 HISTORY - 1989 GOOD USPSQD AD6595 HISTORY - 19950207 GOOD USPSQD AD6595 HISTORY - 20020401 GOOD USPSQD AD6595 HISTORY - 20030408 GOOD USPSQD AD6595 AD6595 STATION DESCRIPTION AD6595 AD6595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6595'THE STATION IS LOCATED IN WEST PALM BEACH, 0.15 MILE WEST OF OLIVE AD6595'AVENUE (U.S. 1), 0.10 MILE SOUTHWEST OF THE WEST END OF ROYAL PALM AD6595'BRIDGE AND ABOUT 200 FEET WEST OF FLAGLER AVENUE. AD6595' AD6595'IT IS A LARGE SPIRE ON THE EAST GABLE OF THE FIRST BAPTIST CHURCH AD6595'OF WEST PALM BEACH, WHITE IN COLOR AND ABOUT 150 FEET HIGH. POINT AD6595'INTERSECTED WAS THE APEX OF THE SPIRE. AD6595 AD6595 STATION RECOVERY (1973) AD6595 AD6595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6595'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6595'CONDITION, EXCEPT IT IS EAST OF OLIVE AVE. U.S. 1 INSTEAD OF WEST. AD6595 AD6595 STATION RECOVERY (1989) AD6595 AD6595'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD6595'RECOVERED IN GOOD CONDITION. AD6595 AD6595 STATION RECOVERY (1995) AD6595 AD6595'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6595'RECOVERED IN GOOD CONDITION. AD6595 AD6595 STATION RECOVERY (2002) AD6595 AD6595'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6595'RECOVERED IN GOOD CONDITION. AD6595 AD6595 STATION RECOVERY (2003) AD6595 AD6595'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6736 *********************************************************************** AD6736 DESIGNATION - WEST PALM BEACH HWY PATROL MST AD6736 PID - AD6736 AD6736 STATE/COUNTY- FL/PALM BEACH AD6736 USGS QUAD - PALM BEACH FARMS (1983) AD6736 AD6736 *CURRENT SURVEY CONTROL AD6736 ___________________________________________________________________ AD6736* NAD 83(1990)- 26 42 06.83566(N) 080 07 38.75593(W) ADJUSTED AD6736* NAVD 88 - AD6736 ___________________________________________________________________ AD6736 LAPLACE CORR- -3.38 (seconds) DEFLEC99 AD6736 GEOID HEIGHT- -26.20 (meters) GEOID99 AD6736 AD6736 HORZ ORDER - THIRD AD6736 AD6736.The horizontal coordinates were established by classical geodetic methods AD6736.and adjusted by the National Geodetic Survey in May 1991. AD6736 AD6736 AD6736.The Laplace correction was computed from DEFLEC99 derived deflections. AD6736 AD6736.The geoid height was determined by GEOID99. AD6736 AD6736; North East Units Scale Converg. AD6736;SPC FL E - 262,673.144 286,830.727 MT 1.00003422 +0 23 31.6 AD6736;UTM 17 - 2,953,715.503 586,801.101 MT 0.99969302 +0 23 31.6 AD6736 AD6736 SUPERSEDED SURVEY CONTROL AD6736 AD6736 NAD 83(1986)- 26 42 06.84015(N) 080 07 38.76441(W) AD( ) 4 AD6736 NAD 27 - 26 42 05.60519(N) 080 07 39.60884(W) AD( ) 3 AD6736 AD6736.Superseded values are not recommended for survey control. AD6736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6736.See file dsdata.txt to determine how the superseded data were derived. AD6736 AD6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8680153716(NAD 83) AD6736_MARKER: 42 = RADIO/TV MAST AD6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6736+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002 AD6736 AD6736 HISTORY - Date Condition Report By AD6736 HISTORY - 1970 FIRST OBSERVED NGS AD6736 HISTORY - 1987 GOOD USPSQD AD6736 HISTORY - 20020318 GOOD USPSQD AD6736 HISTORY - 20030407 GOOD USPSQD AD6736 AD6736 STATION DESCRIPTION AD6736 AD6736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6736'THE STATION IS LOCATED 1.75 MILES NORTH OF U.S. HIGHWAY 441, 0.9 AD6736'MILE SOUTHEAST OF INTERCHANGE NO. 9 OF THE FLORIDA STATE TURNPIKE, AD6736'0.35 MILE SOUTH OF OKEECHOBEE ROAD AND AT THE PALM BEACH PISTOL AD6736'RANGE. AD6736' AD6736'IT IS A GUYED MAST, PAINTED ALTERNATE RED AND WHITE AND 120 FEET AD6736'HIGH. THE RED LIGHT ON TOP IS NOT IN THE CENTER. AD6736' AD6736'TO REACH THE STATION FROM THE ENTRANCE TO THE TOLL GATE AT AD6736'INTERCHANGE NO. 9 OF THE FLORIDA STATE TURNPIKE GO EAST ON AD6736'OKEECHOBEE ROAD FOR 0.6 MILE TO A PAVED SIDE ROAD ON THE RIGHT, AD6736'TURN RIGHT AND FOLLOW WINDING PAVED ROAD SOUTH FOR 0.4 MILE TO AD6736'THE STATION. AD6736' AD6736'POINT INTERSECTED WAS THE TOP CENTER OF THE MAST. AD6736 AD6736 STATION RECOVERY (1987) AD6736 AD6736'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS) AD6736'RECOVERED IN GOOD CONDITION. AD6736 AD6736 STATION RECOVERY (2002) AD6736 AD6736'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6736'TURNPIKE EXIT IS NUMBER 99 IN DESCRIPTION AD6736 AD6736 STATION RECOVERY (2003) AD6736 AD6736'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6736'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6734 *********************************************************************** AD6734 DESIGNATION - WEST PALM BEACH ITL APT RAD BN AD6734 PID - AD6734 AD6734 STATE/COUNTY- FL/PALM BEACH AD6734 USGS QUAD - PALM BEACH FARMS (1983) AD6734 AD6734 *CURRENT SURVEY CONTROL AD6734 ___________________________________________________________________ AD6734* NAD 83(1990)- 26 41 16.33010(N) 080 12 36.62477(W) ADJUSTED AD6734* NAVD 88 - AD6734 ___________________________________________________________________ AD6734 LAPLACE CORR- -2.68 (seconds) DEFLEC99 AD6734 GEOID HEIGHT- -25.92 (meters) GEOID99 AD6734 AD6734 HORZ ORDER - THIRD AD6734 AD6734.The horizontal coordinates were established by classical geodetic methods AD6734.and adjusted by the National Geodetic Survey in May 1991. AD6734 AD6734 AD6734.The Laplace correction was computed from DEFLEC99 derived deflections. AD6734 AD6734.The geoid height was determined by GEOID99. AD6734 AD6734; North East Units Scale Converg. AD6734;SPC FL E - 261,065.036 278,606.291 MT 1.00001743 +0 21 17.1 AD6734;UTM 17 - 2,952,107.943 578,579.471 MT 0.99967623 +0 21 17.1 AD6734 AD6734 SUPERSEDED SURVEY CONTROL AD6734 AD6734 NAD 83(1986)- 26 41 16.33435(N) 080 12 36.63307(W) AD( ) 4 AD6734 NAD 27 - 26 41 15.09671(N) 080 12 37.46912(W) AD( ) 3 AD6734 AD6734.Superseded values are not recommended for survey control. AD6734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6734.See file dsdata.txt to determine how the superseded data were derived. AD6734 AD6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7857952108(NAD 83) AD6734_MARKER: 21 = AIRPORT BEACON AD6734 AD6734 HISTORY - Date Condition Report By AD6734 HISTORY - 1970 FIRST OBSERVED NGS AD6734 HISTORY - 20020131 MARK NOT FOUND USPSQD AD6734 HISTORY - 20030402 GOOD USPSQD AD6734 AD6734 STATION DESCRIPTION AD6734 AD6734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6734'THE STATION IS LOCATED 0.7 MILE NORTHWEST OF THE JUNCTION OF AD6734'U.S. HIGHWAYS 441, 98 AND STATE HIGHWAY 7, (ABOUT 10 MILES WEST OF AD6734'WEST PALM BEACH), 0.5 MILE WEST OF STATE HIGHWAY 7 AND 0.5 MILE AD6734'NORTH OF U.S. 441 AND 98. AD6734' AD6734'IT IS A GUYED MAST, 175 FEET HIGH AND HAS NOT BEEN PAINTED. AD6734' AD6734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441, 98 AD6734'AND STATE HIGHWAY 7, GO WEST ON U.S. 441 AND 98 FOR 0.5 MILE TO AD6734'A SAND ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO AD6734'THE STATION. AD6734' AD6734'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST. AD6734 AD6734 STATION RECOVERY (2002) AD6734 AD6734'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6734'MARK NOT FOUND. AD6734 AD6734 STATION RECOVERY (2003) AD6734 AD6734'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6734'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6594 *********************************************************************** AD6594 DESIGNATION - WEST PALM BEACH MEM PRESB SP AD6594 PID - AD6594 AD6594 STATE/COUNTY- FL/PALM BEACH AD6594 USGS QUAD - PALM BEACH (1983) AD6594 AD6594 *CURRENT SURVEY CONTROL AD6594 ___________________________________________________________________ AD6594* NAD 83(1990)- 26 42 06.78805(N) 080 03 07.58740(W) ADJUSTED AD6594* NAVD 88 - AD6594 ___________________________________________________________________ AD6594 LAPLACE CORR- -4.72 (seconds) DEFLEC99 AD6594 GEOID HEIGHT- -26.48 (meters) GEOID99 AD6594 AD6594 HORZ ORDER - THIRD AD6594 AD6594.The horizontal coordinates were established by classical geodetic methods AD6594.and adjusted by the National Geodetic Survey in May 1991. AD6594 AD6594 AD6594.The Laplace correction was computed from DEFLEC99 derived deflections. AD6594 AD6594.The geoid height was determined by GEOID99. AD6594 AD6594; North East Units Scale Converg. AD6594;SPC FL E - 262,725.195 294,326.813 MT 1.00005098 +0 25 33.5 AD6594;UTM 17 - 2,953,767.536 594,294.629 MT 0.99970977 +0 25 33.5 AD6594 AD6594 SUPERSEDED SURVEY CONTROL AD6594 AD6594 NAD 83(1986)- 26 42 06.79268(N) 080 03 07.59609(W) AD( ) 4 AD6594 NAD 27 - 26 42 05.55796(N) 080 03 08.44867(W) AD( ) 3 AD6594 AD6594.Superseded values are not recommended for survey control. AD6594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6594.See file dsdata.txt to determine how the superseded data were derived. AD6594 AD6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9429553768(NAD 83) AD6594_MARKER: 90 = CHURCH SPIRE AD6594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6594+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002 AD6594 AD6594 HISTORY - Date Condition Report By AD6594 HISTORY - 1970 FIRST OBSERVED NGS AD6594 HISTORY - 1973 GOOD NGS AD6594 HISTORY - 1989 GOOD USPSQD AD6594 HISTORY - 19910515 GOOD USPSQD AD6594 HISTORY - 19950207 GOOD USPSQD AD6594 HISTORY - 20020401 GOOD USPSQD AD6594 HISTORY - 20030408 GOOD USPSQD AD6594 AD6594 STATION DESCRIPTION AD6594 AD6594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6594'THE STATION IS THE APEX OF A SPIRE ATOP A CLOCK TOWER ON THE WEST AD6594'GABLE OF THE MEMORIAL PRESBYTERIAN CHURCH OF WEST PALM BEACH WHICH AD6594'IS ABOUT 80 FEET HIGH. AD6594' AD6594'THE STATION IS LOCATED IN WEST PALM BEACH, 0.3 MILE SOUTHWEST OF AD6594'THE WEST END OF THE ROYAL PALM BRIDGE, 0.1 MILE SOUTH OF AD6594'OKEECHOBEE ROAD AND AT THE INTERSECTION OF SOUTH OLIVE AVENUE AND AD6594'ACACIA ROAD. AD6594 AD6594 STATION RECOVERY (1973) AD6594 AD6594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6594'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6594'CONDITION. AD6594 AD6594 STATION RECOVERY (1989) AD6594 AD6594'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD6594'RECOVERED IN GOOD CONDITION. AD6594 AD6594 STATION RECOVERY (1991) AD6594 AD6594'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD6594'RECOVERED IN GOOD CONDITION. AD6594 AD6594 STATION RECOVERY (1995) AD6594 AD6594'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6594'RECOVERED IN GOOD CONDITION. AD6594 AD6594 STATION RECOVERY (2002) AD6594 AD6594'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6594'RECOVERED IN GOOD CONDITION. AD6594 AD6594 STATION RECOVERY (2003) AD6594 AD6594'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6594'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6596 *********************************************************************** AD6596 DESIGNATION - WEST PALM BEACH PWR AND LT MST AD6596 PID - AD6596 AD6596 STATE/COUNTY- FL/PALM BEACH AD6596 USGS QUAD - PALM BEACH (1983) AD6596 AD6596 *CURRENT SURVEY CONTROL AD6596 ___________________________________________________________________ AD6596* NAD 83(1990)- 26 42 16.99995(N) 080 03 46.86817(W) ADJUSTED AD6596* NAVD 88 - AD6596 ___________________________________________________________________ AD6596 LAPLACE CORR- -4.46 (seconds) DEFLEC99 AD6596 GEOID HEIGHT- -26.44 (meters) GEOID99 AD6596 AD6596 HORZ ORDER - THIRD AD6596 AD6596.The horizontal coordinates were established by classical geodetic methods AD6596.and adjusted by the National Geodetic Survey in May 1991. AD6596 AD6596 AD6596.The Laplace correction was computed from DEFLEC99 derived deflections. AD6596 AD6596.The geoid height was determined by GEOID99. AD6596 AD6596; North East Units Scale Converg. AD6596;SPC FL E - 263,031.471 293,238.635 MT 1.00004846 +0 25 16.0 AD6596;UTM 17 - 2,954,073.708 593,206.822 MT 0.99970725 +0 25 16.0 AD6596 AD6596 SUPERSEDED SURVEY CONTROL AD6596 AD6596 NAD 83(1986)- 26 42 17.00455(N) 080 03 46.87673(W) AD( ) 4 AD6596 NAD 27 - 26 42 15.77058(N) 080 03 47.72781(W) AD( ) 3 AD6596 AD6596.Superseded values are not recommended for survey control. AD6596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6596.See file dsdata.txt to determine how the superseded data were derived. AD6596 AD6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9320754074(NAD 83) AD6596_MARKER: 42 = RADIO/TV MAST AD6596 AD6596 HISTORY - Date Condition Report By AD6596 HISTORY - 1970 FIRST OBSERVED NGS AD6596 HISTORY - 1973 GOOD NGS AD6596 HISTORY - 1979 GOOD NGS AD6596 HISTORY - 1989 GOOD USPSQD AD6596 HISTORY - 19910515 GOOD USPSQD AD6596 HISTORY - 19950207 GOOD USPSQD AD6596 HISTORY - 20020401 MARK NOT FOUND USPSQD AD6596 HISTORY - 20030408 MARK NOT FOUND USPSQD AD6596 AD6596 STATION DESCRIPTION AD6596 AD6596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6596'THE STATION IS THE TOP CENTER OF A GUYED MAST THAT IS PAINTED AD6596'ALTERNATELY RED AND WHITE AND IS ABOUT 120 FEET HIGH. AD6596' AD6596'THE STATION IS LOCATED IN WEST PALM BEACH, 0.8 MILE EAST OF THE AD6596'JUNCTION OF INTERSTATE 95 AND OKEECHOBEE ROAD, 0.6 MILE WEST OF AD6596'U.S. HIGHWAY 1, 0.1 MILE SOUTH OF OKEECHOBEE ROAD AND ON THE TOP AD6596'OF THE FLORIDA POWER AND LIGHT COMPANY BUILDING. AD6596 AD6596 STATION RECOVERY (1973) AD6596 AD6596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6596'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6596'CONDITION. AD6596 AD6596 STATION RECOVERY (1979) AD6596 AD6596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH) AD6596'RECOVERED AS DESCRIBED IN GOOD CONDITION. AD6596' AD6596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IS 0.8 MILES E OF AD6596'THE JUNCTION OF INTERSTATE 95 AND OKEECHOBEE RD. AD6596 AD6596 STATION RECOVERY (1989) AD6596 AD6596'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS) AD6596'RECOVERED IN GOOD CONDITION. AD6596 AD6596 STATION RECOVERY (1991) AD6596 AD6596'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD6596'RECOVERED IN GOOD CONDITION. AD6596 AD6596 STATION RECOVERY (1995) AD6596 AD6596'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6596'RECOVERED IN GOOD CONDITION. AD6596 AD6596 STATION RECOVERY (2002) AD6596 AD6596'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6596'THERE IS NO LONGER A GUYED MAST ON THE ROOF. NEW COMMUNICATION SYSTEM AD6596'INSTALLED AD6596 AD6596 STATION RECOVERY (2003) AD6596 AD6596'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6596'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6735 *********************************************************************** AD6735 DESIGNATION - WEST PALM BEACH RAD AND TV TWR AD6735 PID - AD6735 AD6735 STATE/COUNTY- FL/PALM BEACH AD6735 USGS QUAD - PALM BEACH FARMS (1983) AD6735 AD6735 *CURRENT SURVEY CONTROL AD6735 ___________________________________________________________________ AD6735* NAD 83(1990)- 26 41 35.98545(N) 080 10 46.87728(W) ADJUSTED AD6735* NAVD 88 - AD6735 ___________________________________________________________________ AD6735 LAPLACE CORR- -2.85 (seconds) DEFLEC99 AD6735 GEOID HEIGHT- -26.02 (meters) GEOID99 AD6735 AD6735 HORZ ORDER - THIRD AD6735 AD6735.The horizontal coordinates were established by classical geodetic methods AD6735.and adjusted by the National Geodetic Survey in May 1991. AD6735 AD6735 AD6735.The Laplace correction was computed from DEFLEC99 derived deflections. AD6735 AD6735.The geoid height was determined by GEOID99. AD6735 AD6735; North East Units Scale Converg. AD6735;SPC FL E - 261,689.128 281,636.537 MT 1.00002342 +0 22 06.7 AD6735;UTM 17 - 2,952,731.822 581,608.683 MT 0.99968222 +0 22 06.7 AD6735 AD6735 SUPERSEDED SURVEY CONTROL AD6735 AD6735 NAD 83(1986)- 26 41 35.98982(N) 080 10 46.88569(W) AD( ) 4 AD6735 NAD 27 - 26 41 34.75368(N) 080 10 47.72441(W) AD( ) 3 AD6735 AD6735.Superseded values are not recommended for survey control. AD6735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6735.See file dsdata.txt to determine how the superseded data were derived. AD6735 AD6735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8160952732(NAD 83) AD6735_MARKER: 44 = MICROWAVE MAST AD6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6735+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2002 AD6735 AD6735 HISTORY - Date Condition Report By AD6735 HISTORY - 1970 FIRST OBSERVED NGS AD6735 HISTORY - 20020131 GOOD USPSQD AD6735 HISTORY - 20030402 GOOD USPSQD AD6735 AD6735 STATION DESCRIPTION AD6735 AD6735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6735'THE STATION IS THE TOP CENTER OF A GUYED MAST THAT IS PAINTED AD6735'ALTERNATELY RED AND WHITE, 145 FEET HIGH WITH A RED LIGHT ATOP AD6735'AND IS OWNED BY THE BROADCASTING AND TELECASTING SERVICE INC., AD6735'3719 CENTRAL AVE., FT. MYERS, FLORIDA, WBBH TV AND KBB 68 RADIO. AD6735' AD6735'THE STATION IS ABOUT 7 MILES WEST OF WEST PALM BEACH, 1.5 MILES AD6735'WEST OF A POINT WHERE BELVEDERE ROAD PASSES UNDER THE FLORIDA AD6735'STATE TURNPIKE, 1.4 MILES EAST OF STATE HIGHWAY 7, 1 MILE SOUTH AD6735'OF OKEECHOBEE ROAD AND 0.95 MILE NORTH OF U.S. HIGHWAY 98. AD6735 AD6735 STATION RECOVERY (2002) AD6735 AD6735'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6735'RECOVERED IN GOOD CONDITION. AD6735 AD6735 STATION RECOVERY (2003) AD6735 AD6735'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6735'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6612 *********************************************************************** AD6612 DESIGNATION - WEST PALM BEACH SAMARITAN STK AD6612 PID - AD6612 AD6612 STATE/COUNTY- FL/PALM BEACH AD6612 USGS QUAD - PALM BEACH (1983) AD6612 AD6612 *CURRENT SURVEY CONTROL AD6612 ___________________________________________________________________ AD6612* NAD 83(1990)- 26 43 31.45100(N) 080 03 09.50553(W) ADJUSTED AD6612* NAVD 88 - AD6612 ___________________________________________________________________ AD6612 LAPLACE CORR- -4.76 (seconds) DEFLEC99 AD6612 GEOID HEIGHT- -26.55 (meters) GEOID99 AD6612 AD6612 HORZ ORDER - THIRD AD6612 AD6612.The horizontal coordinates were established by classical geodetic methods AD6612.and adjusted by the National Geodetic Survey in May 1991. AD6612 AD6612 AD6612.The Laplace correction was computed from DEFLEC99 derived deflections. AD6612 AD6612.The geoid height was determined by GEOID99. AD6612 AD6612; North East Units Scale Converg. AD6612;SPC FL E - 265,330.576 294,254.418 MT 1.00005081 +0 25 33.9 AD6612;UTM 17 - 2,956,372.028 594,222.259 MT 0.99970960 +0 25 33.9 AD6612 AD6612 SUPERSEDED SURVEY CONTROL AD6612 AD6612 NAD 83(1986)- 26 43 31.45564(N) 080 03 09.51427(W) AD( ) 4 AD6612 NAD 27 - 26 43 30.22408(N) 080 03 10.36699(W) AD( ) 3 AD6612 AD6612.Superseded values are not recommended for survey control. AD6612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6612.See file dsdata.txt to determine how the superseded data were derived. AD6612 AD6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9422256372(NAD 83) AD6612_MARKER: 63 = STACK AD6612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6612+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002 AD6612 AD6612 HISTORY - Date Condition Report By AD6612 HISTORY - 1970 FIRST OBSERVED NGS AD6612 HISTORY - 1973 GOOD NGS AD6612 HISTORY - 19910515 GOOD USPSQD AD6612 HISTORY - 20020408 GOOD USPSQD AD6612 HISTORY - 20030409 GOOD USPSQD AD6612 AD6612 STATION DESCRIPTION AD6612 AD6612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6612'THE STATION IS LOCATED IN WEST PALM BEACH, AT THE GOOD SAMARITAN AD6612'HOSPITAL. IT IS 1.4 MILES NORTH ON U.S. HIGHWAY 1 FROM THE AD6612'INTERSECTION OF OKEECHOBEE ROAD AND U.S. 1. AD6612' AD6612'IT IS A CONCRETE STACK, WHITE WITH A BLACK TOP AND ABOUT 100 FEET AD6612'HIGH. POINT INTERSECTED WAS THE TOP CENTER OF THE STACK. AD6612 AD6612 STATION RECOVERY (1973) AD6612 AD6612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6612'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6612'CONDITION. AD6612 AD6612 STATION RECOVERY (1991) AD6612 AD6612'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD6612'RECOVERED IN GOOD CONDITION. AD6612 AD6612 STATION RECOVERY (2002) AD6612 AD6612'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6612'RECOVERED IN GOOD CONDITION. AD6612 AD6612 STATION RECOVERY (2003) AD6612 AD6612'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6612'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6569 *********************************************************************** AD6569 DESIGNATION - WEST PALM BEACH STANDPIPE AD6569 PID - AD6569 AD6569 STATE/COUNTY- FL/PALM BEACH AD6569 USGS QUAD - PALM BEACH (1983) AD6569 AD6569 *CURRENT SURVEY CONTROL AD6569 ___________________________________________________________________ AD6569* NAD 83(1990)- 26 40 22.91505(N) 080 03 45.95307(W) ADJUSTED AD6569* NAVD 88 - AD6569 ___________________________________________________________________ AD6569 LAPLACE CORR- -4.49 (seconds) DEFLEC99 AD6569 GEOID HEIGHT- -26.36 (meters) GEOID99 AD6569 AD6569 HORZ ORDER - THIRD AD6569 AD6569.The horizontal coordinates were established by classical geodetic methods AD6569.and adjusted by the National Geodetic Survey in May 1991. AD6569 AD6569 AD6569.The Laplace correction was computed from DEFLEC99 derived deflections. AD6569 AD6569.The geoid height was determined by GEOID99. AD6569 AD6569; North East Units Scale Converg. AD6569;SPC FL E - 259,520.345 293,289.731 MT 1.00004858 +0 25 14.7 AD6569;UTM 17 - 2,950,563.779 593,257.901 MT 0.99970737 +0 25 14.7 AD6569 AD6569 SUPERSEDED SURVEY CONTROL AD6569 AD6569 NAD 83(1986)- 26 40 22.91969(N) 080 03 45.96160(W) AD( ) 4 AD6569 NAD 27 - 26 40 21.68262(N) 080 03 46.81219(W) AD( ) 3 AD6569 AD6569.Superseded values are not recommended for survey control. AD6569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6569.See file dsdata.txt to determine how the superseded data were derived. AD6569 AD6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9325850564(NAD 83) AD6569_MARKER: 52 = STANDPIPE TANK AD6569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6569+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003 AD6569 AD6569 HISTORY - Date Condition Report By AD6569 HISTORY - 1934 FIRST OBSERVED CGS AD6569 HISTORY - 1944 GOOD CGS AD6569 HISTORY - 1951 GOOD CGS AD6569 HISTORY - 1970 GOOD NGS AD6569 HISTORY - 1973 GOOD NGS AD6569 HISTORY - 1982 GOOD NGS AD6569 HISTORY - 20030401 GOOD USPSQD AD6569 AD6569 STATION DESCRIPTION AD6569 AD6569'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RLS) AD6569'RECOVERED. A NEW DESCRIPTION FOLLOWS-- AD6569' AD6569'THE STATION IS THE FINIAL AT CENTER OF TOP OF A 90-FOOT AD6569'ALUMINUM-PAINTED STANDPIPE. IT IS AT THE SE CORNER OF THE AD6569'INTERSECTION OF PARKER AVENUE AND KAYE STREET IN WEST PALM BEACH. AD6569 AD6569 STATION RECOVERY (1951) AD6569 AD6569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HJB) AD6569'THIS STATION WAS NOT DESCRIBED WHEN ESTABLISHED. A COMPLETE NEW AD6569'DESCRIPTION FOLLOWS-- AD6569' AD6569'THE STATION APPROXIMATELY 3 MI. S OF THE HEART OF THE CITY OF WEST AD6569'PALM BEACH. AT THE SE CORNER OF PARKER AVENUE AND KAYE STREET. AD6569' AD6569'IT IS A SILVER STANDPIPE WITH CONICAL ROOF APPROXIMATELY 100 AD6569'FT. IN HEIGHT. THE FINIAL HAS BEEN REPLACED BY RED OBSTRUCTION AD6569'LIGHTS AT THE SAME POINT. AD6569 AD6569 STATION RECOVERY (1970) AD6569 AD6569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6569'THE STATION WAS RECOVERED AS DESCRIBED IN 1944 AND FOUND TO BE IN AD6569'GOOD CONDITION. IT IS 65 FEET EAST OF THE CENTER LINE PARKER AD6569'AVENUE TO THE WEST EDGE OF THE STANDPIPE. AD6569 AD6569 STATION RECOVERY (1973) AD6569 AD6569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6569'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6569'CONDITION EXCEPT THAT IT IS NOW PAINTED WHITE. AD6569 AD6569 STATION RECOVERY (1982) AD6569 AD6569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM) AD6569'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. AD6569' AD6569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF AD6569'WEST PALM BEACH. AD6569 AD6569 STATION RECOVERY (2003) AD6569 AD6569'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6569'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD6604 *********************************************************************** AD6604 DESIGNATION - WEST PALM BEACH WATER DEPT MST AD6604 PID - AD6604 AD6604 STATE/COUNTY- FL/PALM BEACH AD6604 USGS QUAD - PALM BEACH (1983) AD6604 AD6604 *CURRENT SURVEY CONTROL AD6604 ___________________________________________________________________ AD6604* NAD 83(1990)- 26 42 56.87969(N) 080 03 48.06960(W) ADJUSTED AD6604* NAVD 88 - AD6604 ___________________________________________________________________ AD6604 LAPLACE CORR- -4.46 (seconds) DEFLEC99 AD6604 GEOID HEIGHT- -26.48 (meters) GEOID99 AD6604 AD6604 HORZ ORDER - THIRD AD6604 AD6604.The horizontal coordinates were established by classical geodetic methods AD6604.and adjusted by the National Geodetic Survey in May 1991. AD6604 AD6604 AD6604.The Laplace correction was computed from DEFLEC99 derived deflections. AD6604 AD6604.The geoid height was determined by GEOID99. AD6604 AD6604; North East Units Scale Converg. AD6604;SPC FL E - 264,258.652 293,196.404 MT 1.00004837 +0 25 16.0 AD6604;UTM 17 - 2,955,300.470 593,164.606 MT 0.99970715 +0 25 16.0 AD6604 AD6604 SUPERSEDED SURVEY CONTROL AD6604 AD6604 NAD 83(1986)- 26 42 56.88427(N) 080 03 48.07827(W) AD( ) 4 AD6604 NAD 27 - 26 42 55.65145(N) 080 03 48.92938(W) AD( ) 3 AD6604 AD6604.Superseded values are not recommended for survey control. AD6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6604.See file dsdata.txt to determine how the superseded data were derived. AD6604 AD6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9316555300(NAD 83) AD6604_MARKER: 42 = RADIO/TV MAST AD6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6604+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2002 AD6604 AD6604 HISTORY - Date Condition Report By AD6604 HISTORY - 1970 FIRST OBSERVED NGS AD6604 HISTORY - 1973 GOOD NGS AD6604 HISTORY - 19910515 GOOD USPSQD AD6604 HISTORY - 20020330 GOOD USPSQD AD6604 HISTORY - 20030409 GOOD USPSQD AD6604 AD6604 STATION DESCRIPTION AD6604 AD6604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6604'THE STATION IS LOCATED IN WEST PALM BEACH, 0.6 MILE NORTH OF AD6604'OKEECHOBEE ROAD, 0.6 MILE SOUTH OF 12TH STREET, ON THE EAST SIDE AD6604'OF CLEAR LAKE AND 40 FEET NORTHEAST OF THE CENTER OF THE LARGER AD6604'OF THREE WATER TANKS. AD6604' AD6604'IT IS A GUYED MAST, PAINTED ALTERNATE RED AND WHITE AND IS ABOUT AD6604'125 FEET HIGH. IT IS THE PROPERTY OF THE WEST PALM BEACH WATER AD6604'DEPARTMENT. AD6604' AD6604'TO REACH THE STATION FROM THE RAILROAD STATION IN WEST PALM BEACH AD6604'GO NORTH FOR 0.35 MILE TO THE STATION ON THE LEFT. AD6604' AD6604'POINT INTERSECTED WAS TOP CENTER OF THE MAST. AD6604 AD6604 STATION RECOVERY (1973) AD6604 AD6604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRW) AD6604'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD6604'CONDITION. AD6604 AD6604 STATION RECOVERY (1991) AD6604 AD6604'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD6604'RECOVERED IN GOOD CONDITION. AD6604 AD6604 STATION RECOVERY (2002) AD6604 AD6604'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6604'TANK NO LONGER EXIST. CONSTRUCTION AT LOCATION AD6604 AD6604 STATION RECOVERY (2003) AD6604 AD6604'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6604'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8635 *********************************************************************** AD8635 DESIGNATION - WOODS WALK AD8635 PID - AD8635 AD8635 STATE/COUNTY- FL/PALM BEACH AD8635 USGS QUAD - GREENACRES CITY (1983) AD8635 AD8635 *CURRENT SURVEY CONTROL AD8635 ___________________________________________________________________ AD8635* NAD 83(1999)- 26 37 14.97647(N) 080 12 16.04117(W) ADJUSTED AD8635* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8635 ___________________________________________________________________ AD8635 X - 970,747.072 (meters) COMP AD8635 Y - -5,622,633.147 (meters) COMP AD8635 Z - 2,840,710.157 (meters) COMP AD8635 LAPLACE CORR- -2.72 (seconds) DEFLEC99 AD8635 ELLIP HEIGHT- -20.27 (meters) (07/06/01) GPS OBS AD8635 GEOID HEIGHT- -25.78 (meters) GEOID99 AD8635 AD8635 HORZ ORDER - FIRST AD8635 ELLP ORDER - FOURTH CLASS II AD8635 AD8635.The horizontal coordinates were established by GPS observations AD8635.and adjusted by the National Geodetic Survey in July 2001. AD8635 AD8635.The NAVD 88 height was computed by applying the VERTCON shift value to AD8635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8635 AD8635.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8635 AD8635.The Laplace correction was computed from DEFLEC99 derived deflections. AD8635 AD8635.The ellipsoidal height was determined by GPS observations AD8635.and is referenced to NAD 83. AD8635 AD8635.The geoid height was determined by GEOID99. AD8635 AD8635; North East Units Scale Converg. AD8635;SPC FL E - 253,640.377 279,221.627 MT 1.00001863 +0 21 23.4 AD8635;UTM 17 - 2,944,685.818 579,194.597 MT 0.99967743 +0 21 23.4 AD8635 AD8635 SUPERSEDED SURVEY CONTROL AD8635 AD8635 NAD 83(1990)- 26 37 14.97548(N) 080 12 16.03962(W) AD( ) 1 AD8635 ELLIP HT - -20.26 (m) (08/13/93) GP( ) 4 1 AD8635 NAD 83(1990)- 26 37 14.97517(N) 080 12 16.04020(W) AD( ) 1 AD8635 ELLIP HT - -20.26 (m) (03/31/93) GP( ) 4 1 AD8635 NGVD 29 - 6.0 (m) 20. (f) GPS OBS AD8635 AD8635.Superseded values are not recommended for survey control. AD8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8635.See file dsdata.txt to determine how the superseded data were derived. AD8635 AD8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7919544686(NAD 83) AD8635_MARKER: DD = SURVEY DISK AD8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8635_STAMPING: WOODS WALK AD8635_MARK LOGO: FL-099 AD8635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8635+STABILITY: SURFACE MOTION AD8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8635+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003 AD8635 AD8635 HISTORY - Date Condition Report By AD8635 HISTORY - UNK MONUMENTED FL-099 AD8635 HISTORY - 19910810 GOOD ADRGS AD8635 HISTORY - 20020130 GOOD USPSQD AD8635 HISTORY - 20030404 GOOD USPSQD AD8635 AD8635 STATION DESCRIPTION AD8635 AD8635'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8635'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8635'ROUTE 802) AND STATE ROUTE 7 (US ROUTE 441), GO NORTH ON STATE ROUTE AD8635'7 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT, 1.5 FEET WEST OF AD8635'THE EAST GUARDRAIL OF STATE ROUTE 7 AND 3 FEET SOUTHWEST OF A PALM AD8635'BEACH COUNTY SURVEY WITNESS SIGN AND POST. AD8635'THE STATION IS SOUTHEAST 53.46 FT (16.29 M) FROM A CONCRETE SECTION AD8635'CORNER MONUMENT WITH A PALM BEACH COUNTY BRASS DISK STAMPED 24/25 AD8635'19/30, SOUTHWEST 17.23 FT (5.25 M) FROM A NAIL AND TIN TAB IN THE AD8635'TOP OF A GUARDRAIL POST, AND NORTHWEST 14.10 FT (4.30 M) FROM A NAIL AD8635'AND TIN TAB IN THE TOP OF A GUARDRAIL POST. AD8635 AD8635 STATION RECOVERY (2002) AD8635 AD8635'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8635'RECOVERED IN GOOD CONDITION. AD8635 AD8635 STATION RECOVERY (2003) AD8635 AD8635'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8635'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8636 *********************************************************************** AD8636 DESIGNATION - X RAYS AD8636 PID - AD8636 AD8636 STATE/COUNTY- FL/PALM BEACH AD8636 USGS QUAD - PALM BEACH FARMS (1983) AD8636 AD8636 *CURRENT SURVEY CONTROL AD8636 ___________________________________________________________________ AD8636* NAD 83(1999)- 26 42 30.82899(N) 080 11 04.14874(W) ADJUSTED AD8636* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8636 ___________________________________________________________________ AD8636 X - 971,962.988 (meters) COMP AD8636 Y - -5,617,995.479 (meters) COMP AD8636 Z - 2,849,397.188 (meters) COMP AD8636 LAPLACE CORR- -2.80 (seconds) DEFLEC99 AD8636 ELLIP HEIGHT- -20.65 (meters) (07/06/01) GPS OBS AD8636 GEOID HEIGHT- -26.05 (meters) GEOID99 AD8636 AD8636 HORZ ORDER - FIRST AD8636 ELLP ORDER - FOURTH CLASS II AD8636 AD8636.The horizontal coordinates were established by GPS observations AD8636.and adjusted by the National Geodetic Survey in July 2001. AD8636 AD8636.The NAVD 88 height was computed by applying the VERTCON shift value to AD8636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8636 AD8636.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8636 AD8636.The Laplace correction was computed from DEFLEC99 derived deflections. AD8636 AD8636.The ellipsoidal height was determined by GPS observations AD8636.and is referenced to NAD 83. AD8636 AD8636.The geoid height was determined by GEOID99. AD8636 AD8636; North East Units Scale Converg. AD8636;SPC FL E - 263,374.013 281,148.267 MT 1.00002244 +0 21 59.6 AD8636;UTM 17 - 2,954,416.133 581,120.580 MT 0.99968124 +0 21 59.6 AD8636 AD8636 SUPERSEDED SURVEY CONTROL AD8636 AD8636 NAD 83(1990)- 26 42 30.82826(N) 080 11 04.14680(W) AD( ) 1 AD8636 ELLIP HT - -20.65 (m) (08/13/93) GP( ) 4 1 AD8636 NAD 83(1990)- 26 42 30.82777(N) 080 11 04.14756(W) AD( ) 1 AD8636 ELLIP HT - -20.64 (m) (03/31/93) GP( ) 4 1 AD8636 NGVD 29 - 5.9 (m) 19. (f) GPS OBS AD8636 AD8636.Superseded values are not recommended for survey control. AD8636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8636.See file dsdata.txt to determine how the superseded data were derived. AD8636 AD8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8112154416(NAD 83) AD8636_MARKER: DD = SURVEY DISK AD8636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8636_STAMPING: X-RAYS AD8636_MARK LOGO: FL-099 AD8636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8636+STABILITY: SURFACE MOTION AD8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8636+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2003 AD8636 AD8636 HISTORY - Date Condition Report By AD8636 HISTORY - UNK MONUMENTED FL-099 AD8636 HISTORY - 19910810 GOOD ADRGS AD8636 HISTORY - 20020318 GOOD USPSQD AD8636 HISTORY - 20030407 GOOD USPSQD AD8636 AD8636 STATION DESCRIPTION AD8636 AD8636'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8636'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8636'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON AD8636'OKEECHOBEE BOULEVARD FOR 2.7 MI (4.35 KM) TO SANSBURY ROAD. CONTINUE AD8636'WEST FOR ANOTHER 630 FEET TO THE STATION ON THE LEFT ON THE NORTH TOP AD8636'OF SLOPE OF AN EAST-WEST CANAL. AD8636'THE STATION IS WEST 92.25 FT (28.12 M) FROM A PK AND TIN TAB SET 3 AD8636'FEET UP THE SOUTH SIDE OF A POWER POLE, EAST 183.14 FT (55.82 M) FROM AD8636'AN X-CUT SET 2 FEET UP THE NORTHEAST CORNER OF A CONCRETE POWER POLE, AD8636'AND NORTH 68.68 FT (20.93 M) FROM A DOUBLE HEADED NAIL AND TIN TAB AD8636'SET 4.5 FEET UP THE WEST SIDE OF A 10 INCH PINE. AD8636 AD8636 STATION RECOVERY (2002) AD8636 AD8636'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8636'RECOVERED IN GOOD CONDITION. AD8636 AD8636 STATION RECOVERY (2003) AD8636 AD8636'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8636'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD2910 *********************************************************************** AD2910 DESIGNATION - Y 309 AD2910 PID - AD2910 AD2910 STATE/COUNTY- FL/PALM BEACH AD2910 USGS QUAD - RIVIERA BEACH (1983) AD2910 AD2910 *CURRENT SURVEY CONTROL AD2910 ___________________________________________________________________ AD2910* NAD 83(1986)- 26 47 01. (N) 080 03 48. (W) SCALED AD2910* NAVD 88 - 3.587 (meters) 11.77 (feet) ADJUSTED AD2910 ___________________________________________________________________ AD2910 GEOID HEIGHT- -26.72 (meters) GEOID99 AD2910 DYNAMIC HT - 3.581 (meters) 11.75 (feet) COMP AD2910 MODELED GRAV- 979,113.7 (mgal) NAVD 88 AD2910 AD2910 VERT ORDER - SECOND CLASS 0 AD2910 AD2910.The horizontal coordinates were scaled from a topographic map and have AD2910.an estimated accuracy of +/- 6 seconds. AD2910 AD2910.The orthometric height was determined by differential leveling AD2910.and adjusted by the National Geodetic Survey in June 1991. AD2910 AD2910.The geoid height was determined by GEOID99. AD2910 AD2910.The dynamic height is computed by dividing the NAVD 88 AD2910.geopotential number by the normal gravity value computed on the AD2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2910.degrees latitude (g = 980.6199 gals.). AD2910 AD2910.The modeled gravity was interpolated from observed gravity values. AD2910 AD2910; North East Units Estimated Accuracy AD2910;SPC FL E - 271,770. 293,140. MT (+/- 180 meters Scaled) AD2910 AD2910 SUPERSEDED SURVEY CONTROL AD2910 AD2910 NGVD 29 - 4.049 (m) 13.28 (f) ADJ UNCH 2 0 AD2910 AD2910.Superseded values are not recommended for survey control. AD2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2910.See file dsdata.txt to determine how the superseded data were derived. AD2910 AD2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931628(NAD 83) AD2910_MARKER: DB = BENCH MARK DISK AD2910_SETTING: 30 = CULVERT AD2910_STAMPING: Y 309 1970 AD2910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2910+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 AD2910 AD2910 HISTORY - Date Condition Report By AD2910 HISTORY - 1970 MONUMENTED NGS AD2910 HISTORY - 1973 GOOD NGS AD2910 HISTORY - 1984 MARK NOT FOUND USPSQD AD2910 HISTORY - 1987 GOOD USPSQD AD2910 HISTORY - 19880227 GOOD USPSQD AD2910 HISTORY - 20010331 GOOD NGS AD2910 HISTORY - 20020415 GOOD USPSQD AD2910 HISTORY - 20030415 GOOD USPSQD AD2910 AD2910 STATION DESCRIPTION AD2910 AD2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AD2910'AT RIVIERA BEACH. AD2910'AT RIVIERA BEACH, ABOUT 0.5 MILE WEST ALONG BLUE HERON BLVD AD2910'FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY A 1 A, AD2910'ABOUT 0.25 MILE EAST OF THE CROSSING OF THE FLORIDA EAST COAST AD2910'RAILWAY, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE AD2910'HEAD WALL FOR A LARGE PIPE CULVERT UNDER THE BLVD, 11.2 FEET AD2910'SOUTH OF THE SOUTH CURB LINE OF THE BLVD AND 1 FOOT ABOVE THE AD2910'LEVEL OF THE BLVD. AD2910 AD2910 STATION RECOVERY (1973) AD2910 AD2910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AD2910'RECOVERED IN GOOD CONDITION. AD2910 AD2910 STATION RECOVERY (1984) AD2910 AD2910'RECOVERY NOTE BY US POWER SQUADRON 1984 AD2910'MARK NOT FOUND. AD2910 AD2910 STATION RECOVERY (1987) AD2910 AD2910'RECOVERY NOTE BY US POWER SQUADRON 1987 (UNK) AD2910'RECOVERED IN GOOD CONDITION. AD2910 AD2910 STATION RECOVERY (1988) AD2910 AD2910'RECOVERY NOTE BY US POWER SQUADRON 1988 (REK) AD2910'RECOVERED IN GOOD CONDITION. AD2910 AD2910 STATION RECOVERY (2001) AD2910 AD2910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD2910'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AD2910 AD2910 STATION RECOVERY (2002) AD2910 AD2910'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD2910'RECOVERED IN GOOD CONDITION. AD2910 AD2910 STATION RECOVERY (2003) AD2910 AD2910'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2910'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD0674 *********************************************************************** AD0674 DESIGNATION - Y 96 RESET 1973 AD0674 PID - AD0674 AD0674 STATE/COUNTY- FL/PALM BEACH AD0674 USGS QUAD - PALM BEACH (1983) AD0674 AD0674 *CURRENT SURVEY CONTROL AD0674 ___________________________________________________________________ AD0674* NAD 83(1986)- 26 41 26. (N) 080 04 16. (W) SCALED AD0674* NAVD 88 - 4.42 (meters) 14.5 (feet) RESET AD0674 ___________________________________________________________________ AD0674 GEOID HEIGHT- -26.37 (meters) GEOID99 AD0674 AD0674 VERT ORDER - THIRD AD0674 AD0674.The horizontal coordinates were scaled from a topographic map and have AD0674.an estimated accuracy of +/- 6 seconds. AD0674 AD0674.The orthometric height was computed from unverified reset data. AD0674 AD0674.The geoid height was determined by GEOID99. AD0674 AD0674; North East Units Estimated Accuracy AD0674;SPC FL E - 261,460. 292,450. MT (+/- 180 meters Scaled) AD0674 AD0674 SUPERSEDED SURVEY CONTROL AD0674 AD0674 NGVD 29 - 4.88 (m) 16.0 (f) RESET 3 AD0674 AD0674.Superseded values are not recommended for survey control. AD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD0674.See file dsdata.txt to determine how the superseded data were derived. AD0674 AD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK924524(NAD 83) AD0674_MARKER: DB = BENCH MARK DISK AD0674_SETTING: 36 = BRIDGE AD0674_STAMPING: Y 96 RESET 1973 AD0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD0674+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003 AD0674 AD0674 HISTORY - Date Condition Report By AD0674 HISTORY - 1973 MONUMENTED NGS AD0674 HISTORY - 20011110 GOOD USPSQD AD0674 HISTORY - 20030408 GOOD USPSQD AD0674 AD0674 STATION DESCRIPTION AD0674 AD0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AD0674'AT WEST PALM BEACH. AD0674'AT WEST PALM BEACH, ABOUT 1.95 MILES SOUTH ALONG THE FLORIDA AD0674'COAST RAILWAY FROM THE PASSENGER STATION, THENCE 0.9 MILE WEST AD0674'ALONG BELVEDERE ROAD, IN SECTION 32, R 43 E, T 43 S, AT THE AD0674'JUNCTION OF BELVEDERE ROAD AND MERCER AVENUE, CEMENTED IN A AD0674'DRILL HOLE IN THE NORTHWEST CORNER OF THE BRIDGE OVER THE AD0674'RAILROAD TRACKS AND 10-INCHES HIGHER THAN THE FLOOR OF THE AD0674'BRIDGE. AD0674 AD0674 STATION RECOVERY (2001) AD0674 AD0674'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD0674'MARK IS LOCATED IN SIDEWALK OF BRIDGE OVER A CANAL ON BELVEDERE ROAD AD0674'AT THE JUNCTION OF MERCER AVENUE. THERE IS NO BRIDGE OVER RAILROAD AD0674'TRACKS AT THIS POINT. AD0674 AD0674 STATION RECOVERY (2003) AD0674 AD0674'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD0674'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AD8158 *********************************************************************** AD8158 DESIGNATION - Z 410 X AD8158 PID - AD8158 AD8158 STATE/COUNTY- FL/PALM BEACH AD8158 USGS QUAD - LAKE HARBOR SE (1970) AD8158 AD8158 *CURRENT SURVEY CONTROL AD8158 ___________________________________________________________________ AD8158* NAD 83(1986)- 26 30 24. (N) 080 49 40. (W) SCALED AD8158* NAVD 88 - 6.656 (meters) 21.84 (feet) ADJUSTED AD8158 ___________________________________________________________________ AD8158 GEOID HEIGHT- -24.81 (meters) GEOID99 AD8158 DYNAMIC HT - 6.645 (meters) 21.80 (feet) COMP AD8158 MODELED GRAV- 979,078.6 (mgal) NAVD 88 AD8158 AD8158 VERT ORDER - FIRST CLASS II AD8158 AD8158.The horizontal coordinates were scaled from a topographic map and have AD8158.an estimated accuracy of +/- 6 seconds. AD8158 AD8158.The orthometric height was determined by differential leveling AD8158.and adjusted by the National Geodetic Survey in October 1999. AD8158 AD8158.The geoid height was determined by GEOID99. AD8158 AD8158.The dynamic height is computed by dividing the NAVD 88 AD8158.geopotential number by the normal gravity value computed on the AD8158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8158.degrees latitude (g = 980.6199 gals.). AD8158 AD8158.The modeled gravity was interpolated from observed gravity values. AD8158 AD8158; North East Units Estimated Accuracy AD8158;SPC FL E - 240,760. 217,170. MT (+/- 180 meters Scaled) AD8158 AD8158 SUPERSEDED SURVEY CONTROL AD8158 AD8158 NGVD 29 - 7.090 (m) 23.26 (f) ADJUSTED 1 2 AD8158 AD8158.Superseded values are not recommended for survey control. AD8158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8158.See file dsdata.txt to determine how the superseded data were derived. AD8158 AD8158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK171318(NAD 83) AD8158_MARKER: I = METAL ROD AD8158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AD8158_STAMPING: Z 410 X 1992 AD8158_MARK LOGO: NGS AD8158_PROJECTION: FLUSH AD8158_MAGNETIC: I = MARKER IS A STEEL ROD AD8158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8158+SATELLITE: SATELLITE OBSERVATIONS - 1992 AD8158_ROD/PIPE-DEPTH: 5.8 meters AD8158_SLEEVE-DEPTH : 0.9 meters AD8158 AD8158 HISTORY - Date Condition Report By AD8158 HISTORY - 1992 MONUMENTED NGS AD8158 HISTORY - 20021111 GOOD NGS AD8158 AD8158 STATION DESCRIPTION AD8158 AD8158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8158'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE AD8158'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, THENCE AD8158'0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE 6.6 KM (4.10 MI) AD8158'SOUTHERLY ALONG THE EAST LEVEE ROAD OF THE MIAMI CANAL, 8.2 M (26.9 AD8158'FT) EAST OF THE CENTER OF THE ROAD, 3.2 M (10.5 FT) SOUTH-SOUTHEAST AD8158'OF A UTILITY POLE, 0.5 M (1.6 FT) NORTH-NORTHWEST OF A WITNESS POST, AD8158'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE AD8158'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AD8158 AD8158 STATION RECOVERY (2002) AD8158 AD8158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 AD8158'RECOVERED IN GOOD CONDITION.