1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS0173 *********************************************************************** HS0173 DESIGNATION - G 568 HS0173 PID - HS0173 HS0173 STATE/COUNTY- CA/SAN JOAQUIN HS0173 USGS QUAD - TRACY (1981) HS0173 HS0173 *CURRENT SURVEY CONTROL HS0173 ___________________________________________________________________ HS0173* NAD 83(1986)- 37 44 22. (N) 121 24 41. (W) SCALED HS0173* NAVD 88 - 17.468 (meters) 57.31 (feet) ADJUSTED HS0173 ___________________________________________________________________ HS0173 GEOID HEIGHT- -32.18 (meters) GEOID03 HS0173 DYNAMIC HT - 17.456 (meters) 57.27 (feet) COMP HS0173 MODELED GRAV- 979,921.7 (mgal) NAVD 88 HS0173 HS0173 VERT ORDER - FIRST CLASS II HS0173 HS0173.The horizontal coordinates were scaled from a topographic map and have HS0173.an estimated accuracy of +/- 6 seconds. HS0173 HS0173.The orthometric height was determined by differential leveling HS0173.and adjusted by the National Geodetic Survey in July 2002. HS0173.No vertical observational check was made to the station. HS0173 HS0173.The geoid height was determined by GEOID03. HS0173 HS0173.The dynamic height is computed by dividing the NAVD 88 HS0173.geopotential number by the normal gravity value computed on the HS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS0173.degrees latitude (g = 980.6199 gals.). HS0173 HS0173.The modeled gravity was interpolated from observed gravity values. HS0173 HS0173; North East Units Estimated Accuracy HS0173;SPC CA 3 - 637,950. 1,919,680. MT (+/- 180 meters Scaled) HS0173 HS0173 SUPERSEDED SURVEY CONTROL HS0173 HS0173 NGVD 29 (??/??/92) 16.664 (m) 54.67 (f) ADJ UNCH 1 2 HS0173 HS0173.Superseded values are not recommended for survey control. HS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0173.See file dsdata.txt to determine how the superseded data were derived. HS0173 HS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG399780(NAD 83) HS0173_MARKER: DB = BENCH MARK DISK HS0173_SETTING: 38 = PIER HS0173_STAMPING: G 568 1939 HS0173_MARK LOGO: CGS HS0173_MAGNETIC: N = NO MAGNETIC MATERIAL HS0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS0173+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004 HS0173 HS0173 HISTORY - Date Condition Report By HS0173 HISTORY - 1939 MONUMENTED CGS HS0173 HISTORY - 1947 GOOD NGS HS0173 HISTORY - 1967 GOOD NGS HS0173 HISTORY - 19860818 GOOD USPSQD HS0173 HISTORY - 20000623 GOOD NGS HS0173 HISTORY - 20041103 GOOD CONDOR HS0173 HS0173 STATION DESCRIPTION HS0173 HS0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 HS0173'1 MI NE FROM TRACY. HS0173'ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM HS0173'THE STATION AT TRACY, AT THE U.S. HIGHWAY NO. 50 OVERPASS, SET HS0173'VERTICALLY IN THE SOUTHEAST ROUND ENDED PIER, 7.0 FEET SOUTHEAST HS0173'OF THE SOUTHEAST RAIL, 3.5 FEET NORTHEAST OF THE SOUTHWEST END OF HS0173'THE PIER, AND ABOUT 4.3 FEET HIGHER THAN THE GROUND. HS0173 HS0173 STATION RECOVERY (1967) HS0173 HS0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS0173'RECOVERED IN GOOD CONDITION. HS0173 HS0173 STATION RECOVERY (1986) HS0173 HS0173'RECOVERY NOTE BY US POWER SQUADRON 1986 (WO) HS0173'RECOVERED IN GOOD CONDITION. HS0173 HS0173 STATION RECOVERY (2000) HS0173 HS0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) HS0173'IN TRACY, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND EAST HS0173'ELEVENTH STREET, SET VERTICALLY IN THE NORTHWEST FACE OF THE 16TH HS0173'CONCRETE PIER EAST OF THE WEST ABUTMENT OF THE STREET OVERPASS OF THE HS0173'RAILROAD, 15.3 M (50.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE PIER, HS0173'2.1 M (6.9 FT) SOUTHEAST OF THE NEAR RAIL, 1.3 M (4.3 FT) SOUTH OF THE HS0173'CENTER OF THE OVERPASS, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HS0173'TRACKS. NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE UNION PACIFIC HS0173'RAILROAD, 833 EAST 8TH STREET, STOCKTON, CA 95206, TELEPHONE (916) HS0173'799-3832. HS0173 HS0173 STATION RECOVERY (2004) HS0173 HS0173'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS0173'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS0720 *********************************************************************** HS0720 DESIGNATION - U 1068 HS0720 PID - HS0720 HS0720 STATE/COUNTY- CA/SAN JOAQUIN HS0720 USGS QUAD - STOCKTON WEST (1987) HS0720 HS0720 *CURRENT SURVEY CONTROL HS0720 ___________________________________________________________________ HS0720* NAD 83(1986)- 37 57 38. (N) 121 16 22. (W) SCALED HS0720* NAVD 88 - 5.66 (+/-2cm) 18.6 (feet) VERTCON HS0720 ___________________________________________________________________ HS0720 GEOID HEIGHT- -31.76 (meters) GEOID03 HS0720 HS0720 VERT ORDER - FIRST CLASS II (See Below) HS0720 HS0720.The horizontal coordinates were scaled from a topographic map and have HS0720.an estimated accuracy of +/- 6 seconds. HS0720 HS0720.The NAVD 88 height was computed by applying the VERTCON shift value to HS0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0720.The vertical order pertains to the NGVD 29 superseded value. HS0720 HS0720.The geoid height was determined by GEOID03. HS0720 HS0720; North East Units Estimated Accuracy HS0720;SPC CA 3 - 662,380. 1,932,090. MT (+/- 180 meters Scaled) HS0720 HS0720 SUPERSEDED SURVEY CONTROL HS0720 HS0720 NGVD 29 (??/??/92) 5.05 (m) 16.6 (f) COMPUTED 1 2 HS0720 HS0720.Superseded values are not recommended for survey control. HS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0720.See file dsdata.txt to determine how the superseded data were derived. HS0720 HS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH517028(NAD 83) HS0720_MARKER: DB = BENCH MARK DISK HS0720_SETTING: 30 = FOUNDATION HS0720_STAMPING: U 1068 1966 HS0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0720 HS0720 HISTORY - Date Condition Report By HS0720 HISTORY - 1966 MONUMENTED CGS HS0720 HISTORY - 20011221 MARK NOT FOUND CONDOR HS0720 HISTORY - 20041129 MARK NOT FOUND CONDOR HS0720 HS0720 STATION DESCRIPTION HS0720 HS0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 HS0720'AT STOCKTON. HS0720'AT STOCKTON, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF EAST HS0720'FREMONT STREET AND NORTH WILSON WAY, 0.55 MILE WEST OF BENCH MARK HS0720'T 1068, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE HS0720'FOUNDATION OF THE PEDESTRAIN SUBWAY UNDER WILSON WAY, 27.7 FEET HS0720'EAST OF THE EAST CURB OF WILSON WAY, 120.8 FEET SOUTH OF THE SOUTH HS0720'CURB OF THE STREET, 1.1 FEET WEST OF THE NORTH END OF THE EAST HS0720'GUARDRAIL POST, AND ABOUT 1 FOOT HIGHER THAN THE WAY. HS0720 HS0720 STATION RECOVERY (2001) HS0720 HS0720'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) HS0720'PEDESTRIAN SUBWAY AND ACCESS TO SAME NO LONGER EXISTS HS0720 HS0720 STATION RECOVERY (2004) HS0720 HS0720'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS0720'THIS STATION WAS PRESUMED DESTROYED AFTER THE 2001 SEARCH 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS4399 *********************************************************************** HS4399 DESIGNATION - U 1068 RESET HS4399 PID - HS4399 HS4399 STATE/COUNTY- CA/SAN JOAQUIN HS4399 USGS QUAD - STOCKTON WEST (1987) HS4399 HS4399 *CURRENT SURVEY CONTROL HS4399 ___________________________________________________________________ HS4399* NAD 83(1986)- 37 57 38. (N) 121 16 23. (W) SCALED HS4399* NAVD 88 - 5.452 (meters) 17.89 (feet) ADJUSTED HS4399 ___________________________________________________________________ HS4399 GEOID HEIGHT- -31.76 (meters) GEOID03 HS4399 DYNAMIC HT - 5.448 (meters) 17.87 (feet) COMP HS4399 MODELED GRAV- 979,954.9 (mgal) NAVD 88 HS4399 HS4399 VERT ORDER - FIRST CLASS II HS4399 HS4399.The horizontal coordinates were scaled from a topographic map and have HS4399.an estimated accuracy of +/- 6 seconds. HS4399 HS4399.The orthometric height was determined by differential leveling HS4399.and adjusted by the National Geodetic Survey in June 1991. HS4399 HS4399.The geoid height was determined by GEOID03. HS4399 HS4399.The dynamic height is computed by dividing the NAVD 88 HS4399.geopotential number by the normal gravity value computed on the HS4399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4399.degrees latitude (g = 980.6199 gals.). HS4399 HS4399.The modeled gravity was interpolated from observed gravity values. HS4399 HS4399; North East Units Estimated Accuracy HS4399;SPC CA 3 - 662,380. 1,932,070. MT (+/- 180 meters Scaled) HS4399 HS4399 SUPERSEDED SURVEY CONTROL HS4399 HS4399.No superseded survey control is available for this station. HS4399 HS4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH517028(NAD 83) HS4399_MARKER: DB = BENCH MARK DISK HS4399_SETTING: 35 = ELECTROLLER BASE HS4399_STAMPING: U 1068 RESET 1978 HS4399_MARK LOGO: NGS HS4399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS4399+STABILITY: SURFACE MOTION HS4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS4399+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004 HS4399 HS4399 HISTORY - Date Condition Report By HS4399 HISTORY - 1978 MONUMENTED NGS HS4399 HISTORY - 1987 GOOD NGS HS4399 HISTORY - 1987 GOOD NGS HS4399 HISTORY - 20011221 GOOD CONDOR HS4399 HISTORY - 20041105 GOOD CONDOR HS4399 HS4399 STATION DESCRIPTION HS4399 HS4399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HS4399'IN STOCKTON. HS4399'IN STOCKTON, AT THE INTERSECTION OF FREMONT STREET AND WILSON WAY, IN HS4399'TOP OF THE WEST EDGE OF A 2 BY 2 FOOT CONCRETE FOUNDATION FOR A LIGHT HS4399'POLE, 32.9 M (107.9 FT) SOUTH OF THE SOUTH CURB OF FREMONT STREET, HS4399'4.3 M (14.1 FT) EAST OF THE EAST CURB OF WILSON WAY STREET, 1.8 M HS4399'(5.9 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A FENCE AROUND GRAND HS4399'AUTO SALES, AND 0.2 M (0.7 FT) SOUTHWEST OF THE LIGHT POLE. HS4399 HS4399 STATION RECOVERY (1987) HS4399 HS4399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HS4399'IN STOCKTON, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF FREMONT HS4399'STREET AND WILSON WAY, AT THE SOUTHWEST CORNER OF A USED CAR LOT, IN HS4399'TOP OF A 2 BY 2 FT CONCRETE BASE OF AN ELECTROLLER, 32.9 M (107.9 FT) HS4399'SOUTH OF THE SOUTH CURB OF FREMONT STREET, 4.3 M (14.1 FT) EAST OF HS4399'THE EAST CURB OF WILSON WAY, 1.52 M (5.0 FT) NORTHEAST OF THE HS4399'SOUTHWEST CORNER OF A CHAIN-LINK FENCE. HS4399'THE MARK IS 0.3 M ABOVE THE STREET. HS4399 HS4399 STATION RECOVERY (2001) HS4399 HS4399'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) HS4399'RECOVERED IN GOOD CONDITION. HS4399 HS4399 STATION RECOVERY (2004) HS4399 HS4399'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS4399'CHAINLINK FENCE AROUND THE CAR LOT HAS BEEN REPLACED WITH A 7' HIGH HS4399'WROUGHT IRON FENCE. THE MARK IS NO LONGER SUITABLE FOR SATELLITE HS4399'OBSERVATION