1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4852 *********************************************************************** AE4852 DESIGNATION - A 834 RESET AE4852 PID - AE4852 AE4852 STATE/COUNTY- CA/SAN JOAQUIN AE4852 USGS QUAD - LODI NORTH (1976) AE4852 AE4852 *CURRENT SURVEY CONTROL AE4852 ___________________________________________________________________ AE4852* NAD 83(1986)- 38 08 08. (N) 121 16 11. (W) SCALED AE4852* NAVD 88 - 16.40 (meters) 53.8 (feet) RESET AE4852 ___________________________________________________________________ AE4852 GEOID HEIGHT- -31.19 (meters) GEOID99 AE4852 AE4852 VERT ORDER - THIRD AE4852 AE4852.The horizontal coordinates were scaled from a topographic map and have AE4852.an estimated accuracy of +/- 6 seconds. AE4852 AE4852.The orthometric height was computed from unverified reset data. AE4852 AE4852.The geoid height was determined by GEOID99. AE4852 AE4852; North East Units Estimated Accuracy AE4852;SPC CA 3 - 681,800. 1,932,520. MT (+/- 180 meters Scaled) AE4852 AE4852 SUPERSEDED SURVEY CONTROL AE4852 AE4852.No superseded survey control is available for this station. AE4852 AE4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH516222(NAD 83) AE4852_MARKER: DV = VERTICAL CONTROL DISK AE4852_SETTING: 35 = WATER TABLE BASE AE4852_STAMPING: A 834 RESET 1990 AE4852_MARK LOGO: NGS AE4852_MAGNETIC: N = NO MAGNETIC MATERIAL AE4852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE4852+STABILITY: SURFACE MOTION AE4852 AE4852 HISTORY - Date Condition Report By AE4852 HISTORY - 1990 MONUMENTED LOCENG AE4852 AE4852 STATION DESCRIPTION AE4852 AE4852'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (MC) AE4852'IN LODI, SET IN THE CONCRETE BASE OF THE NEW CITY WATER TOWER. 0.70 AE4852'FOOT (21.34 CM) ABOVE THE GROUND ON THE SOUTH SIDE OF SAID TOWER AT AE4852'THE SOUTHEAST CORNER OF EAST LOCUST STREET AND NORTH MAIN STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0476 *********************************************************************** HS0476 DESIGNATION - ARGONAUT RM 3 HS0476 PID - HS0476 HS0476 STATE/COUNTY- CA/SAN JOAQUIN HS0476 USGS QUAD - STOCKTON WEST (1987) HS0476 HS0476 *CURRENT SURVEY CONTROL HS0476 ___________________________________________________________________ HS0476* NAD 83(1986)- 37 55 34. (N) 121 18 03. (W) SCALED HS0476* NAVD 88 - 2.40 (+/-2cm) 7.9 (feet) VERTCON HS0476 ___________________________________________________________________ HS0476 GEOID HEIGHT- -31.84 (meters) GEOID99 HS0476 HS0476 VERT ORDER - THIRD (See Below) HS0476 HS0476.The horizontal coordinates were scaled from a topographic map and have HS0476.an estimated accuracy of +/- 6 seconds. HS0476 HS0476.The NAVD 88 height was computed by applying the VERTCON shift value to HS0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0476.The vertical order pertains to the superseded datum. HS0476 HS0476.The geoid height was determined by GEOID99. HS0476 HS0476; North East Units Estimated Accuracy HS0476;SPC CA 3 - 658,570. 1,929,600. MT (+/- 180 meters Scaled) HS0476 HS0476 SUPERSEDED SURVEY CONTROL HS0476 HS0476 NGVD 29 - 1.77 (m) 5.8 (f) RESET 3 HS0476 HS0476.Superseded values are not recommended for survey control. HS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0476.See file dsdata.txt to determine how the superseded data were derived. HS0476 HS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG493989(NAD 83) HS0476_MARKER: DR = REFERENCE MARK DISK HS0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0476_STAMPING: ARGONAUT 1959 NO 3 1973 HS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0476+STABILITY: SURFACE MOTION HS0476 HS0476 HISTORY - Date Condition Report By HS0476 HISTORY - 1973 MONUMENTED NGS HS0476 HS0476 STATION DESCRIPTION HS0476 HS0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS0476'2.2 MI SW FROM STOCKTON. HS0476'1.0 MILE WEST ALONG STATE HIGHWAY 4 (WEST CHARTER WAY) FROM THE HS0476'SOUTHERN PACIFIC COMPANY RAILROAD OVERCROSSING AT STOCKTON, THENCE HS0476'0.2 MILE SOUTH ALONG SOUTH LINCOLN STREET, THENCE 0.6 MILE HS0476'SOUTHWEST ALONG FRENCH CAMP ROAD, THENCE 0.35 MILE WEST ALONG HS0476'EIGHTH STREET, ABOUT MIDWAY BETWEEN ARGONAUT AND STOCKTON STREETS, HS0476'79.8 FEET EAST OF TRIANGULATION STATION ARGONAUT, 40.4 FEET SOUTH HS0476'OF THE CENTER LINE OF EIGHTH STREET, 24 FEET WEST OF THE PROJECTED HS0476'CENTER LINE OF YOSEMITE STREET, 2.9 FEET SOUTH OF A GUY POLE, 1.2 HS0476'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET, AND HS0476'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE HS0476'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0477 *********************************************************************** HS0477 DESIGNATION - ARGONAUT RM 4 HS0477 PID - HS0477 HS0477 STATE/COUNTY- CA/SAN JOAQUIN HS0477 USGS QUAD - STOCKTON WEST (1987) HS0477 HS0477 *CURRENT SURVEY CONTROL HS0477 ___________________________________________________________________ HS0477* NAD 83(1986)- 37 55 34. (N) 121 18 03. (W) SCALED HS0477* NAVD 88 - 2.42 (+/-2cm) 7.9 (feet) VERTCON HS0477 ___________________________________________________________________ HS0477 GEOID HEIGHT- -31.84 (meters) GEOID99 HS0477 HS0477 VERT ORDER - THIRD (See Below) HS0477 HS0477.The horizontal coordinates were scaled from a topographic map and have HS0477.an estimated accuracy of +/- 6 seconds. HS0477 HS0477.The NAVD 88 height was computed by applying the VERTCON shift value to HS0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0477.The vertical order pertains to the superseded datum. HS0477 HS0477.The geoid height was determined by GEOID99. HS0477 HS0477; North East Units Estimated Accuracy HS0477;SPC CA 3 - 658,570. 1,929,600. MT (+/- 180 meters Scaled) HS0477 HS0477 SUPERSEDED SURVEY CONTROL HS0477 HS0477 NGVD 29 - 1.79 (m) 5.9 (f) RESET 3 HS0477 HS0477.Superseded values are not recommended for survey control. HS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0477.See file dsdata.txt to determine how the superseded data were derived. HS0477 HS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG493989(NAD 83) HS0477_MARKER: DR = REFERENCE MARK DISK HS0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0477_STAMPING: ARGONAUT 1959 NO 3 1973 HS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0477+STABILITY: SURFACE MOTION HS0477 HS0477 HISTORY - Date Condition Report By HS0477 HISTORY - 1973 MONUMENTED NGS HS0477 HS0477 STATION DESCRIPTION HS0477 HS0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS0477'2.2 MI SW FROM STOCKTON. HS0477'1.0 MILE WEST ALONG STATE HIGHWAY 4 (WEST CHARTER WAY) FROM THE HS0477'SOUTHERN PACIFIC COMPANY RAILROAD OVERCROSSING AT STOCKTON, THENCE HS0477'0.2 MILE SOUTH ALONG SOUTH LINCOLN STREET, THENCE 0.6 MILE HS0477'SOUTHWEST ALONG FRENCH CAMP ROAD, THENCE 0.35 MILE WEST ALONG HS0477'EIGHTH STREET, ABOUT MIDWAY BETWEEN ARGONAUT AND STOCKTON STREETS, HS0477'82 FEET WEST OF THE CENTER LINE OF YOSEMITE STREET, 75.1 FEET HS0477'NORTH-NORTHEAST OF TRIANGULATION STATION ARGONAUT, 33.0 FEET HS0477'NORTH OF THE CENTER LINE OF EIGHT STREET, 2.4 FEET WEST OF POWER HS0477'LINE-TELEPHONE POLE 95, 1.4 FEET EAST OF A METAL WITNESS POST, HS0477'ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE HS0477'POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5468 *********************************************************************** HS5468 DESIGNATION - B 959 RESET HS5468 PID - HS5468 HS5468 STATE/COUNTY- CA/SAN JOAQUIN HS5468 USGS QUAD - FARMINGTON (1987) HS5468 HS5468 *CURRENT SURVEY CONTROL HS5468 ___________________________________________________________________ HS5468* NAD 83(1986)- 37 55 48. (N) 120 58 09. (W) SCALED HS5468* NAVD 88 - 36.52 (+/-2cm) 119.8 (feet) VERTCON HS5468 ___________________________________________________________________ HS5468 GEOID HEIGHT- -31.26 (meters) GEOID99 HS5468 HS5468 VERT ORDER - THIRD (See Below) HS5468 HS5468.The horizontal coordinates were scaled from a topographic map and have HS5468.an estimated accuracy of +/- 6 seconds. HS5468 HS5468.The NAVD 88 height was computed by applying the VERTCON shift value to HS5468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5468.The vertical order pertains to the superseded datum. HS5468 HS5468.The geoid height was determined by GEOID99. HS5468 HS5468; North East Units Estimated Accuracy HS5468;SPC CA 3 - 658,810. 1,958,760. MT (+/- 180 meters Scaled) HS5468 HS5468 SUPERSEDED SURVEY CONTROL HS5468 HS5468 NGVD 29 - 35.81 (m) 117.5 (f) RESET 3 HS5468 HS5468.Superseded values are not recommended for survey control. HS5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5468.See file dsdata.txt to determine how the superseded data were derived. HS5468 HS5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG784999(NAD 83) HS5468_MARKER: DV = VERTICAL CONTROL DISK HS5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5468_STAMPING: B 959 RESET 1989 HS5468_MARK LOGO: NGS HS5468_MAGNETIC: N = NO MAGNETIC MATERIAL HS5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5468+STABILITY: SURFACE MOTION HS5468 HS5468 HISTORY - Date Condition Report By HS5468 HISTORY - 1990 MONUMENTED CADT HS5468 HS5468 STATION DESCRIPTION HS5468 HS5468'DESCRIBED BY CALTRANS 1990 HS5468'1.6 MILES (2.6 KM) EAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE IN HS5468'FARMINGTON ON THE NORTH SIDE OF THE HIGHWAY, 36.0 FEET (11.0 M) FROM HS5468'CENTERLINE OF ROAD, 3.1 FEET (0.9 M) SOUTH OF A CHAIN LINK FENCE, HS5468'5.55 FEET (1.69 M) SOUTHEAST OF A FENCE CORNER, AND 6.55 FEET HS5468'(2.00 M) SOUTHWEST OF A BRACE POST, MARK IS 0.4 FOOT (12.2 CM) BELOW HS5468'THE SURFACE OF GROUND AND 3 FEET (0.9 M) BELOW THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5801 *********************************************************************** AH5801 DESIGNATION - BACON RESET AH5801 PID - AH5801 AH5801 STATE/COUNTY- CA/SAN JOAQUIN AH5801 USGS QUAD - WOODWARD ISLAND (1978) AH5801 AH5801 *CURRENT SURVEY CONTROL AH5801 ___________________________________________________________________ AH5801* NAD 83(1992)- 37 57 23.16979(N) 121 31 45.99545(W) ADJUSTED AH5801* NAVD 88 - 3.17 (+/-2cm) 10.4 (feet) VERTCON AH5801 ___________________________________________________________________ AH5801 EPOCH DATE - 1991.35 AH5801 X - -2,633,185.758 (meters) COMP AH5801 Y - -4,292,016.293 (meters) COMP AH5801 Z - 3,901,614.577 (meters) COMP AH5801 LAPLACE CORR- 2.84 (seconds) DEFLEC99 AH5801 ELLIP HEIGHT- -29.09 (meters) GPS OBS AH5801 GEOID HEIGHT- -32.16 (meters) GEOID99 AH5801 AH5801 HORZ ORDER - FIRST AH5801 VERT ORDER - THIRD (See Below) AH5801 ELLP ORDER - FOURTH CLASS I AH5801 AH5801.The horizontal coordinates were established by classical geodetic methods AH5801.and adjusted by the National Geodetic Survey in March 1994. AH5801.The horizontal coordinates are valid at the epoch date displayed above. AH5801.The epoch date for horizontal control is a decimal equivalence AH5801.of Year/Month/Day. AH5801 AH5801.The NAVD 88 height was computed by applying the VERTCON shift value to AH5801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5801.The vertical order pertains to the superseded datum. AH5801 AH5801.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH5801 AH5801.The Laplace correction was computed from DEFLEC99 derived deflections. AH5801 AH5801.The ellipsoidal height was determined by GPS observations AH5801.and is referenced to NAD 83. AH5801 AH5801.The geoid height was determined by GEOID99. AH5801 AH5801; North East Units Scale Converg. AH5801;SPC CA 3 - 662,135.204 1,909,535.662 MT 0.99993558 -0 37 48.9 AH5801;SPC CA 3 - 2,172,355.25 6,264,868.25 sFT 0.99993558 -0 37 48.9 AH5801;UTM 10 - 4,202,001.371 629,190.787 MT 0.99980556 +0 54 16.6 AH5801 AH5801: Primary Azimuth Mark Grid Az AH5801:SPC CA 3 - MOUNT DIABLO 256 58 10.6 AH5801:UTM 10 - MOUNT DIABLO 255 26 05.1 AH5801 AH5801|---------------------------------------------------------------------| AH5801| PID Reference Object Distance Geod. Az | AH5801| dddmmss.s | AH5801| HS3407 BACON RM 4 19.057 METERS 00037 | AH5801| HS4985 MIDDLE RIVER E WOODEN PWR POLE APPROX. 5.8 KM 1592507.5 | AH5801| HS4984 MIDDLE R MID WOODEN PWR POLE APPROX. 5.8 KM 1602613.6 | AH5801| HS4988 MIDDLE RIVER W WOODEN PWR POLE APPROX. 5.9 KM 1620641.0 | AH5801| HS3408 Q 478 35.462 METERS 17251 | AH5801| HS4989 MIDDLE RIVER E STEEL PWR POLE APPROX. 2.2 KM 1790024.5 | AH5801| HS4981 MIDDLE R MIDDLE STEEL PWR POLE APPROX. 2.3 KM 1820023.8 | AH5801| HS4983 MIDDLE RIVER W STEEL PWR POLE APPROX. 2.4 KM 1863547.6 | AH5801| HS3409 BACON RM 1 24.473 METERS 20509 | AH5801| DB2794 BACON AZ MK 2155924.0 | AH5801| HS4992 WOODWARD IS E STEEL PWR POLE APPROX. 3.9 KM 2180957.0 | AH5801| HS4982 ORWOOD TRACT E SIDE W PWR POLE APPROX. 4.1 KM 2212805.3 | AH5801| HS4976 INDIAN SLOUGH S WOOD PWR POLE APPROX. 6.6 KM 2290625.8 | AH5801| HS4979 INDIAN SLOUGH N WOOD PWR POLE APPROX. 6.4 KM 2300719.3 | AH5801| HS4991 W ORWOOD TRACT E TALL PWR POLE APPROX. 7.5 KM 2461735.1 | AH5801| HS4986 W ORWOOD TRACT W TALL PWR POLE APPROX. 7.6 KM 2463156.1 | AH5801| HS5120 MOUNT DIABLO APPROX.34.8 KM 2562021.7 | AH5801| HS4978 PALM TRACT S STEEL PWR POLE APPROX. 6.4 KM 2770702.7 | AH5801| HS4987 VEALE TRACT N STEEL PWR POLE APPROX. 6.4 KM 2784124.2 | AH5801| HS3406 BACON RM 3 13.132 METERS 29522 | AH5801| JS4435 MAYBERRY SLOUGH S TRANS TOWER APPROX.25.1 KM 2973103.8 | AH5801| HS3405 BACON RM 2 58.056 METERS 32450 | AH5801| JS4358 FRANK TRACT NW STEEL PWR POLE APPROX. 9.6 KM 3310215.8 | AH5801| JS4351 QUIMBY TRACT SE STEEL PWR POLE APPROX. 9.4 KM 3320837.0 | AH5801|---------------------------------------------------------------------| AH5801 AH5801 SUPERSEDED SURVEY CONTROL AH5801 AH5801 NAD 83(1986)- 37 57 23.16566(N) 121 31 45.99806(W) AD(1984.00) 1 AH5801 NAD 27 - 37 57 23.44200(N) 121 31 42.17600(W) AD( ) 1 AH5801 NGVD 29 - 2.48 (m) 8.1 (f) RESET 3 AH5801 AH5801.Superseded values are not recommended for survey control. AH5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5801.See file dsdata.txt to determine how the superseded data were derived. AH5801 AH5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2919102001(NAD 83) AH5801_MARKER: DH = HORIZONTAL CONTROL DISK AH5801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5801_STAMPING: BACON 1931 1977 AH5801_MARK LOGO: NGS AH5801_PROJECTION: FLUSH AH5801_MAGNETIC: N = NO MAGNETIC MATERIAL AH5801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5801+STABILITY: SURFACE MOTION AH5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH5801+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1992 AH5801 AH5801 HISTORY - Date Condition Report By AH5801 HISTORY - 1977 MONUMENTED NGS AH5801 HISTORY - 1977 GOOD CGS AH5801 HISTORY - 19780210 GOOD NGS AH5801 HISTORY - 19920112 GOOD NOS AH5801 AH5801 STATION DESCRIPTION AH5801 AH5801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) AH5801'REFERENCE MARK 1, REFERENCE MARK 4, AND BM Q 478 WERE RECOVERED AH5801'IN GOOD CONDITION. THE SURFACE STATION MARK WAS FOUND GRADED OUT AH5801'OF THE GROUND BUT THE UNDERGROUND STATION MARK WAS RECOVERED IN AH5801'GOOD CONDITION 2.0 FEET BELOW THE SURFACE OF THE GROUND. THE AH5801'POINT WAS HELD, THE MARK WAS REMOVED, AND A NEW UNDERGROUND AH5801'STATION MARK AND A NEW SURFACE STATION MARK WERE SET IN THE SAME AH5801'EXACT POSITION ON THIS DATE. THE DISTANCES AND DIRECTIONS FROM AH5801'THE STATION MARK TO BM Q 478 AND REFERENCE MARKS 1 AND 4 AH5801'MEASURED ON THIS DATE AGREED FAIRLY WELL WITH THE 1974 AH5801'MEASUREMENTS. THE PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH AH5801'THE FOLLOWING ADDITION-- AH5801' AH5801'THE UNDERGROUND STATION MARK IS A C AND GS TRIANGULATION STATION AH5801'DISK STAMPED BACON 1931 1977 SET IN THE TOP OF A BLOCK OF CONCRETE AH5801'3.4 FEET BELOW THE SURFACE OF THE GROUND. THE SURFACE STATION AH5801'MARK IS AN NGS HORIZONTAL CONTROL DISK STAMPED BACON 1931 1977 AH5801'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER 0.3 FOOT BELOW THE AH5801'SURFACE OF THE GROUND AND IS 116.9 FEET NORTH OF THE NORTHWEST AH5801'CORNER OF THE BACON ISLAND SWINGBRIDGE OVER THE RIVER, 61.3 AH5801'FEET NORTH OF THE NORTH ONE OF TWO IRON IRRIGATION PIPES UNDER AH5801'THE ROAD, 18.5 FEET NORTHEAST OF THE CENTER LINE OF THE AH5801'LEVEE ROAD, ABOUT 1-1/2 FEET LOWER THAN THE ROAD, AND AT THE AH5801'NORTHWEST EDGE OF A SMALL PARKING AREA. AH5801' AH5801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AH5801'6 MILES WEST OF HOLT. AH5801 AH5801 STATION RECOVERY (1977) AH5801 AH5801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1977 AH5801'RECOVERED IN GOOD CONDITION. AH5801 AH5801 STATION RECOVERY (1978) AH5801 AH5801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AH5801'ON THE EAST SIDE OF BACON ISLAND, ON THE NORTHEAST SHOULDER OF THE AH5801'WEST LEVEE ROAD OF MIDDLE RIVER, 116.9 FEET (35.6 M) NORTH OF THE AH5801'NORTHWEST CORNER OF BACON ISLAND BRIDGE OVER THE RIVER, 61.3 FEET AH5801'(18.7 M) NORTH OF THE NORTH ONE OF TWO IRON IRRIGATION PIPES UNDER THE AH5801'ROAD, 18.5 FEET (5.6 M) NORTHEAST OF THE CENTERLINE OF THE ROAD, ABOUT AH5801'1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST AH5801'0.3 FOOT (9.1 CM) BELOW THE SURFACE OF THE GROUND. AH5801 AH5801 STATION RECOVERY (1992) AH5801 AH5801'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 AH5801'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0538 *********************************************************************** HS0538 DESIGNATION - BANTA RM 3 HS0538 PID - HS0538 HS0538 STATE/COUNTY- CA/SAN JOAQUIN HS0538 USGS QUAD - VERNALIS (1991) HS0538 HS0538 *CURRENT SURVEY CONTROL HS0538 ___________________________________________________________________ HS0538* NAD 83(1986)- 37 40 55. (N) 121 20 28. (W) SCALED HS0538* NAVD 88 - 23.51 (+/-2cm) 77.1 (feet) VERTCON HS0538 ___________________________________________________________________ HS0538 GEOID HEIGHT- -32.20 (meters) GEOID99 HS0538 HS0538 VERT ORDER - THIRD (See Below) HS0538 HS0538.The horizontal coordinates were scaled from a topographic map and have HS0538.an estimated accuracy of +/- 6 seconds. HS0538 HS0538.The NAVD 88 height was computed by applying the VERTCON shift value to HS0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0538.The vertical order pertains to the superseded datum. HS0538 HS0538.The geoid height was determined by GEOID99. HS0538 HS0538; North East Units Estimated Accuracy HS0538;SPC CA 3 - 631,510. 1,925,810. MT (+/- 180 meters Scaled) HS0538 HS0538 SUPERSEDED SURVEY CONTROL HS0538 HS0538 NGVD 29 - 22.78 (m) 74.7 (f) RESET 3 HS0538 HS0538.Superseded values are not recommended for survey control. HS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0538.See file dsdata.txt to determine how the superseded data were derived. HS0538 HS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG462718(NAD 83) HS0538_MARKER: DR = REFERENCE MARK DISK HS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0538_STAMPING: BANTA 1959 NO 3 1971 HS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0538+STABILITY: SURFACE MOTION HS0538 HS0538 HISTORY - Date Condition Report By HS0538 HISTORY - 1971 MONUMENTED NGS HS0538 HS0538 STATION DESCRIPTION HS0538 HS0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HS0538'4.8 MI NW FROM VERNAILS. HS0538'4.65 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE HS0538'AT VERNALIS, THENCE 0.1 MILE NORTHEAST ALONG A BLADED ROAD ALONG HS0538'THE NORTHWEST BANK OF THE BANTA-CARBONA CANAL, 0.1 MILE EAST OF HS0538'INTERSTATE HIGHWAY 5 OVERCROSSING OVER STATE HIGHWAY 33, 159.9 HS0538'FEET NORTHEAST OF TRIANGULATION STATION BANTA RESET 1965, 73.6 HS0538'FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD APPROACH TO HS0538'INTERSTATE HIGHWAY 5, 38 FEET NORTHWEST OF THE NORTHWEST BANK HS0538'OF THE CANAL, 12 FEET NORTHWEST OF THE CENTERLINE OF THE BLADED HS0538'ROAD, 3.5 FEET SOUTHWEST OF A GUYED POWERLINE POLE, ABOUT THE HS0538'SAME ELEVATION AS THE BLADED ROAD AND SET IN THE TOP OF A CONCRETE HS0538'POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4248 *********************************************************************** JS4248 DESIGNATION - BRACK 2 RM 3 JS4248 PID - JS4248 JS4248 STATE/COUNTY- CA/SAN JOAQUIN JS4248 USGS QUAD - THORNTON (1978) JS4248 JS4248 *CURRENT SURVEY CONTROL JS4248 ___________________________________________________________________ JS4248* NAD 83(1992)- 38 10 30. (N) 121 24 01. (W) SCALED JS4248* NAVD 88 - 5.46 (+/-2cm) 17.9 (feet) VERTCON JS4248 ___________________________________________________________________ JS4248 EPOCH DATE - 1991.35 JS4248 GEOID HEIGHT- -31.39 (meters) GEOID99 JS4248 JS4248 VERT ORDER - THIRD (See Below) JS4248 JS4248.The horizontal coordinates were scaled from a topographic map and have JS4248.an estimated accuracy of +/- 6 seconds. JS4248.The horizontal coordinates are valid at the epoch date displayed above. JS4248.The epoch date for horizontal control is a decimal equivalence JS4248.of Year/Month/Day. JS4248 JS4248.The NAVD 88 height was computed by applying the VERTCON shift value to JS4248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4248.The vertical order pertains to the superseded datum. JS4248 JS4248.The geoid height was determined by GEOID99. JS4248 JS4248; North East Units Estimated Accuracy JS4248;SPC CA 3 - 686,280. 1,921,120. MT (+/- 180 meters Scaled) JS4248 JS4248 SUPERSEDED SURVEY CONTROL JS4248 JS4248 NGVD 29 - 4.73 (m) 15.5 (f) RESET 3 JS4248 JS4248.Superseded values are not recommended for survey control. JS4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4248.See file dsdata.txt to determine how the superseded data were derived. JS4248 JS4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH401264(NAD 83) JS4248_MARKER: DR = REFERENCE MARK DISK JS4248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4248_STAMPING: BRACK 2 NO 3 1977 JS4248_MARK LOGO: NGS JS4248_MAGNETIC: N = NO MAGNETIC MATERIAL JS4248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4248+STABILITY: SURFACE MOTION JS4248 JS4248 HISTORY - Date Condition Report By JS4248 HISTORY - 1977 MONUMENTED NGS JS4248 HISTORY - 19770329 GOOD NGS JS4248 JS4248 STATION DESCRIPTION JS4248 JS4248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 JS4248'4.8 MILES (7.7 KM) SOUTHEAST ALONG THORNTON ROAD FROM THE POST OFFICE JS4248'IN THORNTON, THENCE 0.1 MILE (0.2 KM) WEST ALONG WOODBRIDGE ROAD, JS4248'THENCE 1.0 MILE (1.6 KM) NORTH ALONG THE INTERSTATE HIGHWAY 5 WEST JS4248'FRONTAGE ROAD, 68.6 FEET (20.9 M) SOUTH OF HORIZONTAL CONTROL MARK JS4248'BRACK 2, 33.5 FEET (10.2 M) WEST OF THE HIGHWAY R/W FENCE, 21.5 FEET JS4248'(6.6 M) NORTH OF THE NORTH END OF A DOUBLE PULL POST, 13 FEET (4.0 M) JS4248'WEST OF THE CENTERLINE OF A FARM ROAD, 1.5 FEET (0.5 M) EAST OF A JS4248'FENCE LINE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE JS4248'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4824 *********************************************************************** JS4824 DESIGNATION - BRACK 2 RM 4 JS4824 PID - JS4824 JS4824 STATE/COUNTY- CA/SAN JOAQUIN JS4824 USGS QUAD - THORNTON (1978) JS4824 JS4824 *CURRENT SURVEY CONTROL JS4824 ___________________________________________________________________ JS4824* NAD 83(1986)- 38 10 30. (N) 121 24 00. (W) SCALED JS4824* NAVD 88 - 5.78 (+/-2cm) 19.0 (feet) VERTCON JS4824 ___________________________________________________________________ JS4824 GEOID HEIGHT- -31.39 (meters) GEOID99 JS4824 JS4824 VERT ORDER - THIRD (See Below) JS4824 JS4824.The horizontal coordinates were scaled from a topographic map and have JS4824.an estimated accuracy of +/- 6 seconds. JS4824 JS4824.The NAVD 88 height was computed by applying the VERTCON shift value to JS4824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4824.The vertical order pertains to the superseded datum. JS4824 JS4824.The geoid height was determined by GEOID99. JS4824 JS4824; North East Units Estimated Accuracy JS4824;SPC CA 3 - 686,280. 1,921,140. MT (+/- 180 meters Scaled) JS4824 JS4824 SUPERSEDED SURVEY CONTROL JS4824 JS4824 NGVD 29 - 5.06 (m) 16.6 (f) RESET 3 JS4824 JS4824.Superseded values are not recommended for survey control. JS4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4824.See file dsdata.txt to determine how the superseded data were derived. JS4824 JS4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH401264(NAD 83) JS4824_MARKER: DR = REFERENCE MARK DISK JS4824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4824_STAMPING: BRACK 2 NO 4 1977 JS4824_MARK LOGO: NGS JS4824_MAGNETIC: N = NO MAGNETIC MATERIAL JS4824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4824+STABILITY: SURFACE MOTION JS4824 JS4824 HISTORY - Date Condition Report By JS4824 HISTORY - 1977 MONUMENTED NGS JS4824 HISTORY - 19770329 GOOD NGS JS4824 JS4824 STATION DESCRIPTION JS4824 JS4824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 JS4824'4.8 MILES (7.7 KM) SOUTHEAST ALONG THORNTON ROAD FROM THE POST OFFICE JS4824'AT THORNTON, THENCE 0.1 MILE (0.2 KM) WEST ALONG WOODBRIDGE ROAD, JS4824'THENCE 1.0 MILE (1.6 KM) NORTH ALONG THE INTERSTATE HIGHWAY 5 WEST JS4824'FRONTAGE ROAD, 41.0 FEET (12.5 M) WEST OF HORIZONTAL CONTROL MARK JS4824'BRACK 2, 15 FEET (4.6 M) NORTH OF THE CENTERLINE OF A FARM ROAD, 2.0 JS4824'FEET (0.6 M) SOUTH OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST JS4824'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0515 *********************************************************************** HS0515 TIDAL BM - This is a Tidal Bench Mark. HS0515 DESIGNATION - BRIDGES RM 3 HS0515 PID - HS0515 HS0515 STATE/COUNTY- CA/SAN JOAQUIN HS0515 USGS QUAD - LATHROP (1987) HS0515 HS0515 *CURRENT SURVEY CONTROL HS0515 ___________________________________________________________________ HS0515* NAD 83(1986)- 37 47 15. (N) 121 18 30. (W) SCALED HS0515* NAVD 88 - 9.998 (meters) 32.80 (feet) ADJUSTED HS0515 ___________________________________________________________________ HS0515 GEOID HEIGHT- -32.11 (meters) GEOID99 HS0515 DYNAMIC HT - 9.991 (meters) 32.78 (feet) COMP HS0515 MODELED GRAV- 979,931.8 (mgal) NAVD 88 HS0515 HS0515 VERT ORDER - FIRST CLASS II HS0515 HS0515.The horizontal coordinates were scaled from a topographic map and have HS0515.an estimated accuracy of +/- 6 seconds. HS0515 HS0515.The orthometric height was determined by differential leveling HS0515.and adjusted by the National Geodetic Survey in July 2002. HS0515.No vertical observational check was made to the station. HS0515 HS0515.This Tidal Bench Mark is designated as VM 12237 HS0515.by the Center for Operational Oceanographic Products and Services. HS0515 HS0515.The geoid height was determined by GEOID99. HS0515 HS0515.The dynamic height is computed by dividing the NAVD 88 HS0515.geopotential number by the normal gravity value computed on the HS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS0515.degrees latitude (g = 980.6199 gals.). HS0515 HS0515.The modeled gravity was interpolated from observed gravity values. HS0515 HS0515; North East Units Estimated Accuracy HS0515;SPC CA 3 - 643,200. 1,928,800. MT (+/- 180 meters Scaled) HS0515 HS0515 SUPERSEDED SURVEY CONTROL HS0515 HS0515 NGVD 29 - 9.26 (m) 30.4 (f) RESET 3 HS0515 HS0515.Superseded values are not recommended for survey control. HS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0515.See file dsdata.txt to determine how the superseded data were derived. HS0515 HS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG489835(NAD 83) HS0515_MARKER: DR = REFERENCE MARK DISK HS0515_SETTING: 38 = BRIDGE ABUTMENT HS0515_STAMPING: BRIDGES 1959 NO 3 1971 HS0515_MARK LOGO: NGS HS0515_MAGNETIC: N = NO MAGNETIC MATERIAL HS0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS0515+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2000 HS0515 HS0515 HISTORY - Date Condition Report By HS0515 HISTORY - 1971 MONUMENTED NGS HS0515 HISTORY - 20000624 GOOD NGS HS0515 HS0515 STATION DESCRIPTION HS0515 HS0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HS0515'3.2 MI SW FROM LATHROP. HS0515'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0515'FROM THE STATION AT LATHROP, NEAR THE NORTHEAST END OF STEEL HS0515'DRAWBRIDGE 78.24 OVER THE SAN JOAQUIN RIVER, 96 FEET NORTHEAST HS0515'OF THE NORTHEAST END OF THE SOUTHEAST STEEL GIRDER, IN THE TOP HS0515'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT FOR THE HS0515'WOODEN TRESTLE AT THE NORTHEAST END OF THE BRIDGE, 26.8 FEET HS0515'EAST-NORTHEAST OF TRIANGULATION STATION BRIDGES, 20.7 FEET HS0515'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT 1 FOOT HS0515'LOWER THAN THE TRACK. HS0515 HS0515 STATION RECOVERY (2000) HS0515 HS0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) HS0515'15.6 KM (9.70 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE HS0515'JUNCTION OF STATE HIGHWAY 4 EAST IN STOCKTON, THENCE 0.5 KM (0.30 MI) HS0515'SOUTHERLY ALONG THE LOUISE AVENUE EXIT RAMP, THENCE 0.1 KM (0.05 MI) HS0515'WESTERLY ALONG LOUISE AVENUE, THENCE 2.7 KM (1.65 MI) SOUTHERLY ALONG HS0515'MANTHEY ROAD, THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG THE UNION HS0515'PACIFIC RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE HS0515'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD TRESTLE HS0515'NORTHEAST OF THE RAILROAD DRAW BRIDGE SPANNING THE SAN JOAQUIN RIVER, HS0515'8.3 M (27.2 FT) NORTHEAST OF TRIANGULATION STATION BRIDGES, 6.5 M HS0515'(21.3 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE HS0515'LEVEL OF THE TRACKS. NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE HS0515'UNION PACIFIC RAILROAD, 833 EAST 8TH STREET, STOCKTON, CA 95206, HS0515'TELEPHONE (916) 799-3832. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9719 *********************************************************************** AA9719 DESIGNATION - C 958 RESET AA9719 PID - AA9719 AA9719 STATE/COUNTY- CA/SAN JOAQUIN AA9719 USGS QUAD - MANTECA (1994) AA9719 AA9719 *CURRENT SURVEY CONTROL AA9719 ___________________________________________________________________ AA9719* NAD 83(1986)- 37 47 51. (N) 121 11 02. (W) SCALED AA9719* NAVD 88 - 15.12 (meters) 49.6 (feet) RESET AA9719 ___________________________________________________________________ AA9719 GEOID HEIGHT- -31.98 (meters) GEOID99 AA9719 AA9719 VERT ORDER - THIRD AA9719 AA9719.The horizontal coordinates were scaled from a topographic map and have AA9719.an estimated accuracy of +/- 6 seconds. AA9719 AA9719.The orthometric height was computed from unverified reset data. AA9719 AA9719.The geoid height was determined by GEOID99. AA9719 AA9719; North East Units Estimated Accuracy AA9719;SPC CA 3 - 644,220. 1,939,770. MT (+/- 180 meters Scaled) AA9719 AA9719 SUPERSEDED SURVEY CONTROL AA9719 AA9719.No superseded survey control is available for this station. AA9719 AA9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG598849(NAD 83) AA9719_MARKER: DV = VERTICAL CONTROL DISK AA9719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9719_STAMPING: C 958 RESET 1993 AA9719_MARK LOGO: NGS AA9719_MAGNETIC: N = NO MAGNETIC MATERIAL AA9719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9719+STABILITY: SURFACE MOTION AA9719 AA9719 HISTORY - Date Condition Report By AA9719 HISTORY - 1994 MONUMENTED LOCENG AA9719 AA9719 STATION DESCRIPTION AA9719 AA9719'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JEH) AA9719'FROM THE JUNCTION OF STATE HIGHWAY ROUTE NO 99 AND STATE HIGHWAY ROUTE AA9719'NO 120 (EAST YOSEMITE AVENUE, MANTECA) , EAST ALONG STATE ROUTE NO 120 AA9719'FOR 0.4 MILES, (0.6 KM) 70 FEET (21.3 M) NORTH OF CENTERLINE OF AA9719'HIGHWAY, AND 29 FEET (8.8 M) EAST OF CENTERLINE OF VASCONCELLOS AA9719'AVENUE, AT BACK OF SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2559 *********************************************************************** AH2559 DESIGNATION - D 464 RESET AH2559 PID - AH2559 AH2559 STATE/COUNTY- CA/SAN JOAQUIN AH2559 USGS QUAD - TERMINOUS (1993) AH2559 AH2559 *CURRENT SURVEY CONTROL AH2559 ___________________________________________________________________ AH2559* NAD 83(1986)- 38 06 58. (N) 121 23 43. (W) SCALED AH2559* NAVD 88 - 3.55 (+/-2cm) 11.6 (feet) VERTCON AH2559 ___________________________________________________________________ AH2559 GEOID HEIGHT- -31.53 (meters) GEOID99 AH2559 AH2559 VERT ORDER - THIRD (See Below) AH2559 AH2559.The horizontal coordinates were scaled from a topographic map and have AH2559.an estimated accuracy of +/- 6 seconds. AH2559 AH2559.The NAVD 88 height was computed by applying the VERTCON shift value to AH2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2559.The vertical order pertains to the superseded datum. AH2559 AH2559.The geoid height was determined by GEOID99. AH2559 AH2559; North East Units Estimated Accuracy AH2559;SPC CA 3 - 679,740. 1,921,500. MT (+/- 180 meters Scaled) AH2559 AH2559 SUPERSEDED SURVEY CONTROL AH2559 AH2559 NGVD 29 - 2.83 (m) 9.3 (f) RESET 3 AH2559 AH2559.Superseded values are not recommended for survey control. AH2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2559.See file dsdata.txt to determine how the superseded data were derived. AH2559 AH2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH406199(NAD 83) AH2559_MARKER: DV = VERTICAL CONTROL DISK AH2559_SETTING: 32 = CULVERT HEADWALL AH2559_STAMPING: D 464 RESET 1977 AH2559_MARK LOGO: NGS AH2559_PROJECTION: FLUSH AH2559_MAGNETIC: N = NO MAGNETIC MATERIAL AH2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2559+STABILITY: SURFACE MOTION AH2559 AH2559 HISTORY - Date Condition Report By AH2559 HISTORY - 1977 MONUMENTED NGS AH2559 AH2559 STATION DESCRIPTION AH2559 AH2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH2559'5.6 MILES (9.0 KM) EAST FROM TERMINOUS. 295 FEET (89.9 M) SOSUTH OF AH2559'THE CENTERLINE OF STATE HIGHWAY 12, 80 FEET (24.4 M) EAST NORTHEAST OF AH2559'CENTERLINE OF THORNTON ROAD, 39.5 FEET (12.0 M) NORTH OF A POWER POLE, AH2559'1.1 FEET (0.3 M) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND AH2559'ABOUT SAME ELEVATION AS THE ROAD, SET IN THE NORTHWEST END OF A 24 AH2559'FOOT (7.3 M) CONCRETE HEADWALL AT THE EAST END OF A 30 INCH CONCRETE AH2559'PIPE CULVERT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0529 *********************************************************************** HS0529 DESIGNATION - DEUEL RESET HS0529 PID - HS0529 HS0529 STATE/COUNTY- CA/SAN JOAQUIN HS0529 USGS QUAD - VERNALIS (1991) HS0529 HS0529 *CURRENT SURVEY CONTROL HS0529 ___________________________________________________________________ HS0529* NAD 83(1992)- 37 43 12.83664(N) 121 20 34.98383(W) ADJUSTED HS0529* NAVD 88 - 15.80 (+/-2cm) 51.8 (feet) VERTCON HS0529 ___________________________________________________________________ HS0529 LAPLACE CORR- -0.16 (seconds) DEFLEC99 HS0529 GEOID HEIGHT- -32.19 (meters) GEOID99 HS0529 HS0529 HORZ ORDER - SECOND HS0529 VERT ORDER - THIRD (See Below) HS0529 HS0529.The horizontal coordinates were established by classical geodetic methods HS0529.and adjusted by the National Geodetic Survey in March 1994. HS0529 HS0529.The NAVD 88 height was computed by applying the VERTCON shift value to HS0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0529.The vertical order pertains to the superseded datum. HS0529 HS0529.The Laplace correction was computed from DEFLEC99 derived deflections. HS0529 HS0529.The geoid height was determined by GEOID99. HS0529 HS0529; North East Units Scale Converg. HS0529;SPC CA 3 - 635,757.158 1,925,678.589 MT 0.99992932 -0 30 58.1 HS0529;SPC CA 3 - 2,085,813.28 6,317,830.50 sFT 0.99992932 -0 30 58.1 HS0529;UTM 10 - 4,176,067.035 646,031.780 MT 0.99986267 +1 00 50.1 HS0529 HS0529: Primary Azimuth Mark Grid Az HS0529:SPC CA 3 - DEUEL AZ 178 56 38.8 HS0529:UTM 10 - DEUEL AZ 177 24 50.6 HS0529 HS0529|---------------------------------------------------------------------| HS0529| PID Reference Object Distance Geod. Az | HS0529| dddmmss.s | HS0529| HS0527 DEUEL RM 1 15.810 METERS 05628 | HS0529| HS0530 DEUEL AZ 1782540.7 | HS0529| HS0526 DEUEL RM 2 9.440 METERS 33439 | HS0529| HS0531 DEUEL RM 3 7.168 METERS 34346 | HS0529|---------------------------------------------------------------------| HS0529 HS0529 SUPERSEDED SURVEY CONTROL HS0529 HS0529 NAD 83(1986)- 37 43 12.83106(N) 121 20 34.98164(W) AD( ) 2 HS0529 NGVD 29 - 15.08 (m) 49.5 (f) RESET 3 HS0529 HS0529.Superseded values are not recommended for survey control. HS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0529.See file dsdata.txt to determine how the superseded data were derived. HS0529 HS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4603276067(NAD 83) HS0529_MARKER: DS = TRIANGULATION STATION DISK HS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0529_STAMPING: DEUEL 1959 1972 HS0529_PROJECTION: FLUSH HS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0529+STABILITY: SURFACE MOTION HS0529 HS0529 HISTORY - Date Condition Report By HS0529 HISTORY - 1972 MONUMENTED NGS HS0529 HISTORY - 1972 SEE DESCRIPTION NGS HS0529 HISTORY - 1972 SEE DESCRIPTION NGS HS0529 HS0529 STATION DESCRIPTION HS0529 HS0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0529'7 MI E FROM TRACY. HS0529'4.0 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 50 FROM THE HS0529'TRACY PUBLIC SCHOOLS ADMINISTRATION BUILDING (FORMER HIGH SCHOOL HS0529'BUILDING) AT TRACY, THENCE 2.0 MILES SOUTHEAST ALONG KASSON ROAD, HS0529'THENCE 1.0 MILE SOUTHWEST ALONG A DIRT FARM ROAD, 42.4 FEET HS0529'SOUTHWEST OF THE SOUTHWEST CORNER OF AN 8 X 10-FOOT CORRUGATED-METAL HS0529'PUMPHOUSE, 23 FEET NORTHWEST OF THE PROJECTED CENTERLINE OF A DIRT HS0529'FARM ROAD LEADING NORTHEAST, 13 FEET WEST OF THE CENTERLINE HS0529'OF A NORTH-SOUTH FARM ROAD, 9.8 FEET EAST OF A R/W FENCE ON THE HS0529'EAST SIDE OF INTERSTATE HIGHWAY 5, 7.0 FEET SOUTHEAST OF A POWERLINE HS0529'POLE WITH THREE TRANSFORMERS, 5.8 FEET EAST OF A CALIFORNIA HS0529'DIVISION OF HIGHWAYS METAL WITNESS POST, 4.6 FEET WEST-NORTHWEST HS0529'OF A 20-FOOT-HIGH 7-INCH METAL STANDPIPE, ABOUT LEVEL WITH THE HS0529'FARM ROADS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE HS0529'GROUND. HS0529 HS0529 STATION RECOVERY (1972) HS0529 HS0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) HS0529'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION. THE TOPS HS0529'OF THE CONCRETE MARK POSTS WERE FOUND BROKEN OFF REFERENCE HS0529'MARK 2, THE AZIMUTH MARK AND THE STATION MARK. THE LOWER HS0529'PART OF THE SURFACE STATION MARK WAS REMOVED, THE UNDERGROUND HS0529'STATION MARK WAS RECOVERED IN GOOD CONDITION, THE POINT WAS HS0529'HELD AND A NEW SURFACE STATION MARK WAS SET IN THE SAME HS0529'EXACT POSITION. THE DISTANCE FROM THE STATION MARK TO HS0529'REFERENCE MARK 1 MEASURED ON THIS DATE WAS FOUND TO BE 0.020 M. HS0529'SHORTER THAN THE 1959 MEASUREMENT. A COMPLETE DESCRIPTION HS0529'FOLLOWS-- HS0529' HS0529'THE STATION IS LOCATED NEAR A PUMP HOUSE AND FARM ROAD T-JUNCTION HS0529'JUST EAST OF THE EAST R/W FENCE OF INTERSTATE HIGHWAY 5 AND IS HS0529'AIRLINE ABOUT 6-1/2 MILES NORTH-NORTHWEST OF VERNALIS, 4-1/2 HS0529'MILES EAST-SOUTHEAST OF THE CENTER OF TRACY AND 2 MILES HS0529'SOUTH-SOUTHWEST OF DEUEL VOCATIONAL INSTITUTION. HS0529' HS0529'TO REACH THE STATION FROM THE POST OFFICE AT TRACY GO NORTH HS0529'ON B STREET 0.2 MILE TO AN INTERSECTION. TURN RIGHT ONTO HS0529'STATE HIGHWAY 50 AND GO EAST AND NORTHEAST 4.4 MILES TO A HS0529'CROSS ROAD. TURN RIGHT ONTO KASSON ROAD AND GO SOUTHEAST HS0529'0.9 MILE TO A SIDE ROAD ON THE LEFT LEADING EAST TO DEUEL HS0529'VOCATIONAL INSTITUTION. CONTINUE SOUTH-SOUTHEAST ON KASSON HS0529'ROAD 1.1 MILES TO A SIDE ROAD ON THE RIGHT. TURN RIGHT ONTO HS0529'A GRADED FARM ROAD AND GO SOUTHWEST 1.0 MILE TO A T-JUNCTION, HS0529'A PUMPHOUSE AND THE STATION SITE. HS0529' HS0529'THE UNDERGROUND STATION MARK IS A C AND GS TRIANGULATION HS0529'STATION DISK STAMPED DEUEL 1959 SET IN THE TOP OF A BLOCK HS0529'OF CONCRETE 3.0 FEET BELOW THE SURFACE OF THE GROUND. HS0529' HS0529'THE SURFACE STATION MARK IS A C AND GS TRIANGULATION STATION HS0529'DISK STAMPED DEUEL 1959 1972 SET IN THE TOP OF AN 11-INCH HS0529'CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 42.4 FEET HS0529'SOUTHWEST OF THE SOUTHWEST CORNER OF AN 8X10-FOOT CORRUGATED HS0529'METAL PUMPHOUSE, 13 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH HS0529'FARM ROAD, 9.8 FEET EAST OF A R/W FENCE ON THE EAST SIDE OF HS0529'INTERSTATE HIGHWAY 5, 7.0 FEET SOUTHEAST OF A POWERLINE POLE HS0529'WITH THREE TRANSFORMERS, 4.6 FEET WEST-NORTHWEST OF A HS0529'20-FOOT-HIGH 7-INCH METAL STANDPIPE, 5.8 FEET EAST OF A HS0529'CALIFORNIA DIVISION OF HIGHWAYS METAL WITNESS POST AND ABOUT HS0529'LEVEL WITH THE FARM ROADS. HS0529' HS0529'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED HS0529'DEUEL NO 1 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE HS0529'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 53.5 FEET HS0529'EAST OF THE R/W FENCE ON THE EAST SIDE OF INTERSTATE HIGHWAY HS0529'5, 14.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUMPHOUSE, HS0529'13 FEET NORTHWEST OF THE CENTERLINE OF A NORTHEAST-SOUTHWEST HS0529'FARM ROAD, ABOUT 1/2 FOOT HIGHER THAN THE ROAD AND ABOUT 1/2 HS0529'FOOT HIGHER THAN THE STATION MARK. HS0529' HS0529'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED HS0529'DEUEL 1959 NO 3 1972 CEMENTED IN A DRILL HOLE IN THE TOP HS0529'OF THE SOUTHWEST CORNER OF A CONCRETE IRRIGATION SIPHON BOX HS0529'PROJECTING ABOUT 1/2 FOOT ABOVE THE GROUND AND IS 31.0 FEET HS0529'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMPHOUSE, HS0529'19 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH FARM ROAD, HS0529'18.4 FEET NORTH OF A POWERLINE POLE WITH THREE TRANSFORMERS, HS0529'3.3 FEET EAST OF THE R/W FENCE, ABOUT 1/2 FOOT HIGHER THAN HS0529'THE ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0531 *********************************************************************** HS0531 DESIGNATION - DEUEL RM 3 HS0531 PID - HS0531 HS0531 STATE/COUNTY- CA/SAN JOAQUIN HS0531 USGS QUAD - VERNALIS (1991) HS0531 HS0531 *CURRENT SURVEY CONTROL HS0531 ___________________________________________________________________ HS0531* NAD 83(1986)- 37 43 12. (N) 121 20 33. (W) SCALED HS0531* NAVD 88 - 16.14 (+/-2cm) 53.0 (feet) VERTCON HS0531 ___________________________________________________________________ HS0531 GEOID HEIGHT- -32.19 (meters) GEOID99 HS0531 HS0531 VERT ORDER - THIRD (See Below) HS0531 HS0531.The horizontal coordinates were scaled from a topographic map and have HS0531.an estimated accuracy of +/- 6 seconds. HS0531 HS0531.The NAVD 88 height was computed by applying the VERTCON shift value to HS0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0531.The vertical order pertains to the superseded datum. HS0531 HS0531.The geoid height was determined by GEOID99. HS0531 HS0531; North East Units Estimated Accuracy HS0531;SPC CA 3 - 635,730. 1,925,730. MT (+/- 180 meters Scaled) HS0531 HS0531 SUPERSEDED SURVEY CONTROL HS0531 HS0531 NGVD 29 - 15.41 (m) 50.6 (f) RESET 3 HS0531 HS0531.Superseded values are not recommended for survey control. HS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0531.See file dsdata.txt to determine how the superseded data were derived. HS0531 HS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG460760(NAD 83) HS0531_MARKER: DR = REFERENCE MARK DISK HS0531_SETTING: 30 = SIPHON BOX HS0531_STAMPING: DEUEL 1959 NO 3 1972 HS0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0531 HS0531 HISTORY - Date Condition Report By HS0531 HISTORY - 1972 MONUMENTED NGS HS0531 HS0531 STATION DESCRIPTION HS0531 HS0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0531'7 MI E FROM TRACY. HS0531'4.0 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 50 FROM THE HS0531'TRACY PUBLIC SCHOOLS ADMINISTRATION BUILDING (FORMER HIGH SCHOOL HS0531'BUILDING) AT TRACY, THENCE 2.0 MILES SOUTHEAST ALONG KASSON ROAD, HS0531'THENCE 1.0 MILE SOUTHWEST ALONG A DIRT FARM ROAD, SET IN THE TOP HS0531'OF THE SOUTHWEST CORNER OF A CONCRETE IRRIGATION SIPHON BOX PROJECTING HS0531'1/2 FOOT ABOVE THE GROUND, 31.0 FEET WEST-SOUTHWEST OF THE HS0531'SOUTHWEST CORNER OF AN 8 X 10-FOOT CORRUGATED-METAL PUMPHOUSE, 23.5 HS0531'FEET NORTH-NORTHWEST OF TRIANGULATION STATION DEUEL 1959 1972, HS0531'19 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH DIRT FARM ROAD, HS0531'18.4 FEET NORTH OF A POWERLINE POLE WITH THREE TRANSFORMERS, 3.3 HS0531'FEET EAST OF A R/W FENCE ON THE EAST SIDE OF INTERSTATE HIGHWAY 5, HS0531'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1302 *********************************************************************** JS1302 DESIGNATION - E 1068 RESET JS1302 PID - JS1302 JS1302 STATE/COUNTY- CA/SAN JOAQUIN JS1302 USGS QUAD - LODI SOUTH (1976) JS1302 JS1302 *CURRENT SURVEY CONTROL JS1302 ___________________________________________________________________ JS1302* NAD 83(1986)- 38 06 56. (N) 121 16 20. (W) SCALED JS1302* NAVD 88 - 14.46 (+/-2cm) 47.4 (feet) VERTCON JS1302 ___________________________________________________________________ JS1302 GEOID HEIGHT- -31.26 (meters) GEOID99 JS1302 JS1302 VERT ORDER - THIRD (See Below) JS1302 JS1302.The horizontal coordinates were scaled from a topographic map and have JS1302.an estimated accuracy of +/- 6 seconds. JS1302 JS1302.The NAVD 88 height was computed by applying the VERTCON shift value to JS1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1302.The vertical order pertains to the superseded datum. JS1302 JS1302.The geoid height was determined by GEOID99. JS1302 JS1302; North East Units Estimated Accuracy JS1302;SPC CA 3 - 679,580. 1,932,290. MT (+/- 180 meters Scaled) JS1302 JS1302 SUPERSEDED SURVEY CONTROL JS1302 JS1302 NGVD 29 - 13.72 (m) 45.0 (f) RESET 3 JS1302 JS1302.Superseded values are not recommended for survey control. JS1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1302.See file dsdata.txt to determine how the superseded data were derived. JS1302 JS1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH514200(NAD 83) JS1302_MARKER: DB = BENCH MARK DISK JS1302_SETTING: 36 = WALL JS1302_STAMPING: E 1068 RESET 1972 JS1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1302 JS1302 HISTORY - Date Condition Report By JS1302 HISTORY - 1972 MONUMENTED NGS JS1302 HISTORY - 1973 GOOD NGS JS1302 HISTORY - 1987 MARK NOT FOUND NGS JS1302 JS1302 STATION DESCRIPTION JS1302 JS1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 JS1302'1.2 MI S FROM LODI. JS1302'1.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS1302'FROM THE STATION AT LODI, AT THE CROSSING OF STATE HIGHWAY 12, JS1302'ABOUT 90. PLUS OR MINUS FEET SOUTH OF THE CENTER LINE OF THE JS1302'HIGHWAY, 150 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK AND JS1302'ABOUT 3.5 FEET LOWER THAN THE TRACK, 74.5 FEET NORTHEAST OF A JS1302'SPRR COMMUNICATION POLE AND SET ON TOP AT THE SOUTHWEST CORNER JS1302'OF CONCRETE PUMPING PLANT. ORIGINAL WAS DESTROYED. JS1302 JS1302 STATION RECOVERY (1987) JS1302 JS1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1302'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC5734 *********************************************************************** AC5734 DESIGNATION - E 905 RESET AC5734 PID - AC5734 AC5734 STATE/COUNTY- CA/SAN JOAQUIN AC5734 USGS QUAD - LINDEN (1993) AC5734 AC5734 *CURRENT SURVEY CONTROL AC5734 ___________________________________________________________________ AC5734* NAD 83(1986)- 38 02 29. (N) 121 02 03. (W) SCALED AC5734* NAVD 88 - 36.74 (+/-2cm) 120.5 (feet) VERTCON AC5734 ___________________________________________________________________ AC5734 GEOID HEIGHT- -31.05 (meters) GEOID99 AC5734 AC5734 VERT ORDER - THIRD (See Below) AC5734 AC5734.The horizontal coordinates were scaled from a topographic map and have AC5734.an estimated accuracy of +/- 6 seconds. AC5734 AC5734.The NAVD 88 height was computed by applying the VERTCON shift value to AC5734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC5734.The vertical order pertains to the superseded datum. AC5734 AC5734.The geoid height was determined by GEOID99. AC5734 AC5734; North East Units Estimated Accuracy AC5734;SPC CA 3 - 671,200. 1,953,110. MT (+/- 180 meters Scaled) AC5734 AC5734 SUPERSEDED SURVEY CONTROL AC5734 AC5734 NGVD 29 - 36.04 (m) 118.2 (f) RESET 3 AC5734 AC5734.Superseded values are not recommended for survey control. AC5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5734.See file dsdata.txt to determine how the superseded data were derived. AC5734 AC5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH725122(NAD 83) AC5734_MARKER: DV = VERTICAL CONTROL DISK AC5734_SETTING: 34 = TOWER FOOTING AC5734_STAMPING: E905 RESET 1996 AC5734_MARK LOGO: NGS AC5734_MAGNETIC: N = NO MAGNETIC MATERIAL AC5734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5734+STABILITY: SURFACE MOTION AC5734 AC5734 HISTORY - Date Condition Report By AC5734 HISTORY - 1996 MONUMENTED CADT AC5734 AC5734 STATION DESCRIPTION AC5734 AC5734'DESCRIBED BY CALTRANS 1996 (WJB) AC5734'3.4 MILES (5.5 KM) NORTHEAST ALONG STATE HIGHWAY 26 FROM THE LINDEN AC5734'GRAMMER SCHOOL AT LINDEN, IN SECTION 7, T2N, R9E, MDM, AT THE CROSSING AC5734'OF A HIGH VOLTAGE POWER LINE, NEAR THE JUNCTION OF A PRIVATE PAVED AC5734'ROAD TO THE NORTH, IN THE SOUTHWESTERLY CONCRETE FOUNDATION OF A POWER AC5734'LINE TOWER. 66.0 FEET (20.1 M) NORTH OF THE CENETER LINE OF STATE AC5734'HIGHWAY 26. 108 FEET (32.9 M) +/- EAST OF THE CENTER OF A PRIVATE AC5734'ROAD. 20.5 FEET (6.2 M) NORTHWEST OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0741 *********************************************************************** HS0741 DESIGNATION - E 958 RESET 1970 HS0741 PID - HS0741 HS0741 STATE/COUNTY- CA/SAN JOAQUIN HS0741 USGS QUAD - MANTECA (1994) HS0741 HS0741 *CURRENT SURVEY CONTROL HS0741 ___________________________________________________________________ HS0741* NAD 83(1986)- 37 47 42. (N) 121 08 43. (W) SCALED HS0741* NAVD 88 - 19.19 (+/-2cm) 63.0 (feet) VERTCON HS0741 ___________________________________________________________________ HS0741 GEOID HEIGHT- -31.94 (meters) GEOID99 HS0741 HS0741 VERT ORDER - THIRD (See Below) HS0741 HS0741.The horizontal coordinates were scaled from a topographic map and have HS0741.an estimated accuracy of +/- 6 seconds. HS0741 HS0741.The NAVD 88 height was computed by applying the VERTCON shift value to HS0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0741.The vertical order pertains to the superseded datum. HS0741 HS0741.The geoid height was determined by GEOID99. HS0741 HS0741; North East Units Estimated Accuracy HS0741;SPC CA 3 - 643,920. 1,943,170. MT (+/- 180 meters Scaled) HS0741 HS0741 SUPERSEDED SURVEY CONTROL HS0741 HS0741 NGVD 29 - 18.47 (m) 60.6 (f) RESET 3 HS0741 HS0741.Superseded values are not recommended for survey control. HS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0741.See file dsdata.txt to determine how the superseded data were derived. HS0741 HS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG632846(NAD 83) HS0741_MARKER: DB = BENCH MARK DISK HS0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0741_STAMPING: E 958 RESET 1970 HS0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0741+STABILITY: SURFACE MOTION HS0741 HS0741 HISTORY - Date Condition Report By HS0741 HISTORY - 1970 MONUMENTED CADH HS0741 HISTORY - 1970 GOOD NGS HS0741 HS0741 STATION DESCRIPTION HS0741 HS0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS0741'2.9 MI W FROM SIMNS. HS0741'2.8 MILES WEST ALONG STATE HIGHWAY 120 FROM RIPON FIRE STATION HS0741'NUMBER 2 AT SIMNS, 2.5 MILES EAST ALONG STATE HIGHWAY 120 FROM THE HS0741'INTERSECTION OF STATE HIGHWAY 99 NEAR MANTECA, 0.15 MILE WEST OF HS0741'THE INTERSECTION OF JACK TONE ROAD, 29.7 FEET SOUTH OF THE CENTER HS0741'LINE OF THE HIGHWAY, 14 FEET NORTH OF THE NORTHEAST CORNER OF A HS0741'5 1/2 X 5 1/2 CONCRETE IRRIGATION BOX, SET IN TOP OF A CONCRETE HS0741'POST AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0349 *********************************************************************** HS0349 DESIGNATION - ELMWOOD RM 2 HS0349 PID - HS0349 HS0349 STATE/COUNTY- CA/SAN JOAQUIN HS0349 USGS QUAD - HOLT (1994) HS0349 HS0349 *CURRENT SURVEY CONTROL HS0349 ___________________________________________________________________ HS0349* NAD 83(1992)- 37 59 11.50515(N) 121 23 28.81934(W) ADJUSTED HS0349* NAVD 88 - 4.20 (+/-2cm) 13.8 (feet) VERTCON HS0349 ___________________________________________________________________ HS0349 EPOCH DATE - 1991.35 HS0349 LAPLACE CORR- 3.59 (seconds) DEFLEC99 HS0349 GEOID HEIGHT- -31.85 (meters) GEOID99 HS0349 HS0349 HORZ ORDER - THIRD HS0349 VERT ORDER - THIRD (See Below) HS0349 HS0349.The horizontal coordinates were established by classical geodetic methods HS0349.and adjusted by the National Geodetic Survey in March 1994. HS0349.The horizontal coordinates are valid at the epoch date displayed above. HS0349.The epoch date for horizontal control is a decimal equivalence HS0349.of Year/Month/Day. HS0349 HS0349.The NAVD 88 height was computed by applying the VERTCON shift value to HS0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0349.The vertical order pertains to the superseded datum. HS0349 HS0349.The Laplace correction was computed from DEFLEC99 derived deflections. HS0349 HS0349.The geoid height was determined by GEOID99. HS0349 HS0349; North East Units Scale Converg. HS0349;SPC CA 3 - 665,350.514 1,921,703.280 MT 0.99993760 -0 32 44.5 HS0349;SPC CA 3 - 2,182,904.14 6,304,788.18 sFT 0.99993760 -0 32 44.5 HS0349;UTM 10 - 4,205,541.160 641,266.540 MT 0.99984579 +0 59 24.9 HS0349 HS0349 SUPERSEDED SURVEY CONTROL HS0349 HS0349 NAD 83(1986)- 37 59 11.51106(N) 121 23 28.81455(W) AD(1984.00) 3 HS0349 NGVD 29 - 3.56 (m) 11.7 (f) RESET 3 HS0349 HS0349.Superseded values are not recommended for survey control. HS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0349.See file dsdata.txt to determine how the superseded data were derived. HS0349 HS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4126705541(NAD 83) HS0349_MARKER: DR = REFERENCE MARK DISK HS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0349_STAMPING: ELMWOOD 1931 NO 2 1973 HS0349_MAGNETIC: N = NO MAGNETIC MATERIAL HS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0349+STABILITY: SURFACE MOTION HS0349 HS0349 HISTORY - Date Condition Report By HS0349 HISTORY - 1973 MONUMENTED NGS HS0349 HISTORY - 1990 GOOD LOCSUR HS0349 HS0349 STATION DESCRIPTION HS0349 HS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS0349'AT ELMWOOD TRACT. HS0349'AT THE WEST CORNER OF ELMWOOD TRACT, NEAR THE SOUTH CORNER OF HS0349'WRIGHT TRACT, ON THE NORTHEAST SHOULDER OF THE NORTHEAST LEVEE HS0349'OF THE STOCKTON DEEP WATER CHANNEL, 0.5 MILE SOUTHEAST ALONG A HS0349'PAVED ROAD ON THE TOP OF THE LEVEE FROM WRIGHT TRACT HEADQUARTERS, HS0349'53.1 FEET SOUTHEAST OF TRIANGULATION STATION ELMWOOD, 15 FEET HS0349'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A METAL HS0349'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A HS0349'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. HS0349 HS0349 STATION RECOVERY (1990) HS0349 HS0349'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (JC) HS0349'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. HS0349'A THOROUGH SEARCH WAS MADE FOR STATION ELMWOOD 1931 BUT IT WAS NOT HS0349'RECOVERED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0350 *********************************************************************** HS0350 DESIGNATION - ELMWOOD RM 3 HS0350 PID - HS0350 HS0350 STATE/COUNTY- CA/SAN JOAQUIN HS0350 USGS QUAD - HOLT (1994) HS0350 HS0350 *CURRENT SURVEY CONTROL HS0350 ___________________________________________________________________ HS0350* NAD 83(1986)- 37 59 10. (N) 121 23 27. (W) SCALED HS0350* NAVD 88 - 4.14 (+/-2cm) 13.6 (feet) VERTCON HS0350 ___________________________________________________________________ HS0350 GEOID HEIGHT- -31.85 (meters) GEOID99 HS0350 HS0350 VERT ORDER - THIRD (See Below) HS0350 HS0350.The horizontal coordinates were scaled from a topographic map and have HS0350.an estimated accuracy of +/- 6 seconds. HS0350 HS0350.The NAVD 88 height was computed by applying the VERTCON shift value to HS0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0350.The vertical order pertains to the superseded datum. HS0350 HS0350.The geoid height was determined by GEOID99. HS0350 HS0350; North East Units Estimated Accuracy HS0350;SPC CA 3 - 665,300. 1,921,750. MT (+/- 180 meters Scaled) HS0350 HS0350 SUPERSEDED SURVEY CONTROL HS0350 HS0350 NGVD 29 - 3.50 (m) 11.5 (f) RESET 3 HS0350 HS0350.Superseded values are not recommended for survey control. HS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0350.See file dsdata.txt to determine how the superseded data were derived. HS0350 HS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH413054(NAD 83) HS0350_MARKER: DR = REFERENCE MARK DISK HS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0350_STAMPING: ELMWOOD 1931 NO 3 1973 HS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0350+STABILITY: SURFACE MOTION HS0350 HS0350 HISTORY - Date Condition Report By HS0350 HISTORY - 1973 MONUMENTED NGS HS0350 HS0350 STATION DESCRIPTION HS0350 HS0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS0350'AT ELMWOOD TRACT. HS0350'AT THE WEST CORNER OF ELMWOOD TRACT, NEAR THE SOUTH CORNER OF HS0350'WRIGHT TRACT, ON THE NORTHEAST SHOULDER OF THE NORTHEAST LEVEE OF HS0350'THE STOCKTON DEEP WATER CHANNEL, 0.5 MILE SOUTHEAST ALONG A PAVED HS0350'ROAD ON THE TOP OF THE LEVEE FROM WRIGHT TRACT HEADQUARTERS, 30.6 HS0350'FEET SOUTHWEST OF TRIANGULATION STATION ELMWOOD, 16 FEET SOUTHWEST HS0350'OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTHEAST OF A SYPHON HS0350'BREAKER ON TOP OF A 12-INCH IRRIGATION PIPE RUNNING UNDER THE HS0350'ROAD, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT HS0350'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH HS0350'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0479 *********************************************************************** HS0479 DESIGNATION - F 1041 RESET 1970 HS0479 PID - HS0479 HS0479 STATE/COUNTY- CA/SAN JOAQUIN HS0479 USGS QUAD - STOCKTON WEST (1987) HS0479 HS0479 *CURRENT SURVEY CONTROL HS0479 ___________________________________________________________________ HS0479* NAD 83(1986)- 37 54 59. (N) 121 17 28. (W) SCALED HS0479* NAVD 88 - 6.74 (+/-2cm) 22.1 (feet) VERTCON HS0479 ___________________________________________________________________ HS0479 GEOID HEIGHT- -31.84 (meters) GEOID99 HS0479 HS0479 VERT ORDER - THIRD (See Below) HS0479 HS0479.The horizontal coordinates were scaled from a topographic map and have HS0479.an estimated accuracy of +/- 6 seconds. HS0479 HS0479.The NAVD 88 height was computed by applying the VERTCON shift value to HS0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0479.The vertical order pertains to the superseded datum. HS0479 HS0479.The geoid height was determined by GEOID99. HS0479 HS0479; North East Units Estimated Accuracy HS0479;SPC CA 3 - 657,490. 1,930,440. MT (+/- 180 meters Scaled) HS0479 HS0479 SUPERSEDED SURVEY CONTROL HS0479 HS0479 NGVD 29 - 6.10 (m) 20.0 (f) RESET 3 HS0479 HS0479.Superseded values are not recommended for survey control. HS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0479.See file dsdata.txt to determine how the superseded data were derived. HS0479 HS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG502979(NAD 83) HS0479_MARKER: DB = BENCH MARK DISK HS0479_SETTING: 30 = RAIL PARAPET HS0479_STAMPING: F 1041 RESET 1970 HS0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0479 HS0479 HISTORY - Date Condition Report By HS0479 HISTORY - 1970 MONUMENTED NGS HS0479 HS0479 STATION DESCRIPTION HS0479 HS0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS0479'2.4 MI S FROM STOCKTON. HS0479'1.0 MILE WEST ALONG STATE HIGHWAY 4 (W. CHARTER WAY) FROM THE HS0479'SOUTHERN PACIFIC COMPANY RAILROAD OVERPASS AT STOCKTON, THENCE HS0479'0.2 MILE SOUTH ALONG SOUTH LINCOLN STREET, THENCE 1.2 MILE SOUTH HS0479'ALONG FRENCH CAMP TURNPIKE, 15-EAST OF THE ORIGINAL LOCATION. THE HS0479'NEW MARK IS PLACED IN CONCRETE ON TOP BARRIER RAIL PARAPET OF THE HS0479'SOUTHBOUND BRIDGE OF INTERSTATE RTE 5, ON NORTHWEST CORNER, HS0479'OPPOSITE OF PAVING NOTCH, WHICH CROSSES WALKER SLOUGH. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4467 *********************************************************************** AH4467 DESIGNATION - F 905 RESET AH4467 PID - AH4467 AH4467 STATE/COUNTY- CA/SAN JOAQUIN AH4467 USGS QUAD - LINDEN (1993) AH4467 AH4467 *CURRENT SURVEY CONTROL AH4467 ___________________________________________________________________ AH4467* NAD 83(1986)- 38 02 58. (N) 121 00 51. (W) SCALED AH4467* NAVD 88 - 40.15 (+/-2cm) 131.7 (feet) VERTCON AH4467 ___________________________________________________________________ AH4467 GEOID HEIGHT- -30.98 (meters) GEOID99 AH4467 AH4467 VERT ORDER - THIRD (See Below) AH4467 AH4467.The horizontal coordinates were scaled from a topographic map and have AH4467.an estimated accuracy of +/- 6 seconds. AH4467 AH4467.The NAVD 88 height was computed by applying the VERTCON shift value to AH4467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4467.The vertical order pertains to the superseded datum. AH4467 AH4467.The geoid height was determined by GEOID99. AH4467 AH4467; North East Units Estimated Accuracy AH4467;SPC CA 3 - 672,090. 1,954,870. MT (+/- 180 meters Scaled) AH4467 AH4467 SUPERSEDED SURVEY CONTROL AH4467 AH4467 NGVD 29 - 39.45 (m) 129.4 (f) RESET 3 AH4467 AH4467.Superseded values are not recommended for survey control. AH4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4467.See file dsdata.txt to determine how the superseded data were derived. AH4467 AH4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH742131(NAD 83) AH4467_MARKER: DD = SURVEY DISK AH4467_SETTING: 35 = BRIDGE DECK SLAB AH4467_STAMPING: SAN JOAQUIN CO BENCH MARK AH4467_MARK LOGO: CA-077 AH4467_PROJECTION: FLUSH AH4467_MAGNETIC: N = NO MAGNETIC MATERIAL AH4467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4467+STABILITY: SURFACE MOTION AH4467 AH4467 HISTORY - Date Condition Report By AH4467 HISTORY - 1968 MONUMENTED CA-077 AH4467 AH4467 STATION DESCRIPTION AH4467 AH4467'DESCRIBED BY SAN JOAQUIN COUNTY CALIFORNIA 1968 (CWH) AH4467'4.6 MILES (7.4 KM) NORTHEAST OF LINDEN ALONG STATE HIGHWAY 8 FROM THE AH4467'LINDEN GRAMMER SCHOOL AT LINDEN IN R9E T2N, NEAR THE CENTER OF THE AH4467'SOUTHWEST QUARTER OF SECTION 5, AT A CONCRETE SLAB BRIDGE OVER MORMON AH4467'SLOUGH IN THE TOP OF THE NORTHWEST CORNER OF THE DECK SLAB. AH4467'NOTE--THERE IS NO STAMPING ON DISK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1137 *********************************************************************** JS1137 DESIGNATION - G 464 RESET 1970 JS1137 PID - JS1137 JS1137 STATE/COUNTY- CA/SAN JOAQUIN JS1137 USGS QUAD - TERMINOUS (1993) JS1137 JS1137 *CURRENT SURVEY CONTROL JS1137 ___________________________________________________________________ JS1137* NAD 83(1986)- 38 06 54. (N) 121 26 28. (W) SCALED JS1137* NAVD 88 - -0.83 (+/-2cm) -2.7 (feet) VERTCON JS1137 ___________________________________________________________________ JS1137 GEOID HEIGHT- -31.65 (meters) GEOID99 JS1137 JS1137 VERT ORDER - THIRD (See Below) JS1137 JS1137.The horizontal coordinates were scaled from a topographic map and have JS1137.an estimated accuracy of +/- 6 seconds. JS1137 JS1137.The NAVD 88 height was computed by applying the VERTCON shift value to JS1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1137.The vertical order pertains to the superseded datum. JS1137 JS1137.The geoid height was determined by GEOID99. JS1137 JS1137; North East Units Estimated Accuracy JS1137;SPC CA 3 - 679,650. 1,917,480. MT (+/- 180 meters Scaled) JS1137 JS1137 SUPERSEDED SURVEY CONTROL JS1137 JS1137 NGVD 29 - -1.54 (m) -5.1 (f) RESET 3 JS1137 JS1137.Superseded values are not recommended for survey control. JS1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1137.See file dsdata.txt to determine how the superseded data were derived. JS1137 JS1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH366197(NAD 83) JS1137_MARKER: DB = BENCH MARK DISK JS1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1137_STAMPING: G 464 RESET 1970 JS1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1137+STABILITY: SURFACE MOTION JS1137 JS1137 HISTORY - Date Condition Report By JS1137 HISTORY - 1970 MONUMENTED CADH JS1137 HISTORY - 1971 GOOD NGS JS1137 JS1137 STATION DESCRIPTION JS1137 JS1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JS1137'3 MI E FROM TERMINOUS. JS1137'3 MILES EAST ALONG STATE HIGHWAY 12 FROM THE BRIDGE OVER JS1137'POTATO SLOUGH AT TERMINOUS, 59.3 FEET SOUTH OF THE CENTER JS1137'LINE OF THE HIGHWAY, 52 FEET EAST OF THE EXTENDED CENTER LINE JS1137'OF A DRIVEWAY LEADING NORTH TO SOME FARM BUILDINGS, 57.5 FEET JS1137'WEST OF A POST WITH TELEPHONE UNDERGROUND CABLE WARNING SIGN, JS1137'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP JS1137'OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4354 *********************************************************************** AA4354 DESIGNATION - H 465 RESET AA4354 PID - AA4354 AA4354 STATE/COUNTY- CA/SAN JOAQUIN AA4354 USGS QUAD - ISLETON (1993) AA4354 AA4354 *CURRENT SURVEY CONTROL AA4354 ___________________________________________________________________ AA4354* NAD 83(1986)- 38 07 31. (N) 121 34 40. (W) SCALED AA4354* NAVD 88 - 5.43 (+/-2cm) 17.8 (feet) VERTCON AA4354 ___________________________________________________________________ AA4354 GEOID HEIGHT- -32.00 (meters) GEOID99 AA4354 AA4354 VERT ORDER - THIRD (See Below) AA4354 AA4354.The horizontal coordinates were scaled from a topographic map and have AA4354.an estimated accuracy of +/- 6 seconds. AA4354 AA4354.The NAVD 88 height was computed by applying the VERTCON shift value to AA4354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4354.The vertical order pertains to the superseded datum. AA4354 AA4354.The geoid height was determined by GEOID99. AA4354 AA4354; North East Units Estimated Accuracy AA4354;SPC CA 3 - 680,920. 1,905,500. MT (+/- 180 meters Scaled) AA4354 AA4354 SUPERSEDED SURVEY CONTROL AA4354 AA4354 NGVD 29 - 4.71 (m) 15.5 (f) RESET 3 AA4354 AA4354.Superseded values are not recommended for survey control. AA4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4354.See file dsdata.txt to determine how the superseded data were derived. AA4354 AA4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH246206(NAD 83) AA4354_MARKER: DV = VERTICAL CONTROL DISK AA4354_SETTING: 36 = BRIDGE GUARDRAIL AA4354_STAMPING: H 465 RESET 1977 AA4354_MARK LOGO: NGS AA4354_MAGNETIC: N = NO MAGNETIC MATERIAL AA4354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4354 AA4354 HISTORY - Date Condition Report By AA4354 HISTORY - 1977 MONUMENTED CADT AA4354 AA4354 STATION DESCRIPTION AA4354 AA4354'DESCRIBED BY CALTRANS 1977 AA4354'AT THE SOUTHWEST END OF STATE HIGHWAY 12 DRAWBRIDGE OVER THE MOKELUMNE AA4354'RIVER, IN THE TOP OF THE CONCRETE BRIDGE GUARDRAIL, 17 FEET (5.2 M) AA4354'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET (0.9 M) AA4354'HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2564 *********************************************************************** AH2564 DESIGNATION - H 483 RESET AH2564 PID - AH2564 AH2564 STATE/COUNTY- CA/SAN JOAQUIN AH2564 USGS QUAD - HOLT (1994) AH2564 AH2564 *CURRENT SURVEY CONTROL AH2564 ___________________________________________________________________ AH2564* NAD 83(1986)- 37 53 01. (N) 121 27 24. (W) SCALED AH2564* NAVD 88 - 5.92 (+/-2cm) 19.4 (feet) VERTCON AH2564 ___________________________________________________________________ AH2564 GEOID HEIGHT- -32.13 (meters) GEOID99 AH2564 AH2564 VERT ORDER - THIRD (See Below) AH2564 AH2564.The horizontal coordinates were scaled from a topographic map and have AH2564.an estimated accuracy of +/- 6 seconds. AH2564 AH2564.The NAVD 88 height was computed by applying the VERTCON shift value to AH2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2564.The vertical order pertains to the superseded datum. AH2564 AH2564.The geoid height was determined by GEOID99. AH2564 AH2564; North East Units Estimated Accuracy AH2564;SPC CA 3 - 653,990. 1,915,850. MT (+/- 180 meters Scaled) AH2564 AH2564 SUPERSEDED SURVEY CONTROL AH2564 AH2564 NGVD 29 - 5.23 (m) 17.2 (f) RESET 3 AH2564 AH2564.Superseded values are not recommended for survey control. AH2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2564.See file dsdata.txt to determine how the superseded data were derived. AH2564 AH2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG357940(NAD 83) AH2564_MARKER: DV = VERTICAL CONTROL DISK AH2564_SETTING: 35 = BRIDGE DECK AH2564_STAMPING: H 483 RESET 1977 AH2564_MARK LOGO: NGS AH2564_PROJECTION: FLUSH AH2564_MAGNETIC: N = NO MAGNETIC MATERIAL AH2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2564+STABILITY: SURFACE MOTION AH2564 AH2564 HISTORY - Date Condition Report By AH2564 HISTORY - 1977 MONUMENTED CA-077 AH2564 AH2564 STATION DESCRIPTION AH2564 AH2564'DESCRIBED BY SAN JOAQUIN COUNTY CALIFORNIA 1977 (CH) AH2564'2.3 MILES (3.7 KM) NORTH ALONG TRACY ROAD FROM THE DAVID BIXLER AH2564'GRAMMAR SCHOOL, AT A CONCRETE BRIDGE OVER MIDDLE RIVER, IN THE DECK AT AH2564'THE NORTHWEST CORNER OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4828 *********************************************************************** JS4828 DESIGNATION - J 1106 RESET JS4828 PID - JS4828 JS4828 STATE/COUNTY- CA/SAN JOAQUIN JS4828 USGS QUAD - CLEMENTS (1993) JS4828 JS4828 *CURRENT SURVEY CONTROL JS4828 ___________________________________________________________________ JS4828* NAD 83(1986)- 38 11 15. (N) 121 05 40. (W) SCALED JS4828* NAVD 88 - 38.37 (+/-2cm) 125.9 (feet) VERTCON JS4828 ___________________________________________________________________ JS4828 GEOID HEIGHT- -30.70 (meters) GEOID99 JS4828 JS4828 VERT ORDER - THIRD (See Below) JS4828 JS4828.The horizontal coordinates were scaled from a topographic map and have JS4828.an estimated accuracy of +/- 6 seconds. JS4828 JS4828.The NAVD 88 height was computed by applying the VERTCON shift value to JS4828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4828.The vertical order pertains to the superseded datum. JS4828 JS4828.The geoid height was determined by GEOID99. JS4828 JS4828; North East Units Estimated Accuracy JS4828;SPC CA 3 - 687,450. 1,947,920. MT (+/- 180 meters Scaled) JS4828 JS4828 SUPERSEDED SURVEY CONTROL JS4828 JS4828 NGVD 29 - 37.66 (m) 123.6 (f) RESET 3 JS4828 JS4828.Superseded values are not recommended for survey control. JS4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4828.See file dsdata.txt to determine how the superseded data were derived. JS4828 JS4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH668283(NAD 83) JS4828_MARKER: DV = VERTICAL CONTROL DISK JS4828_SETTING: 32 = CULVERT HEADWALL JS4828_STAMPING: J 1106 RESET 1989 JS4828_MARK LOGO: NGS JS4828_MAGNETIC: N = NO MAGNETIC MATERIAL JS4828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4828+STABILITY: SURFACE MOTION JS4828 JS4828 HISTORY - Date Condition Report By JS4828 HISTORY - 1990 MONUMENTED CADH JS4828 JS4828 STATION DESCRIPTION JS4828 JS4828'DESCRIBED BY CA DIV OF HIGHWAYS 1990 JS4828'0.5 MILES (0.8 KM) WEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN JS4828'CLEMENTS, IN THE TOP CENTER OF A 2 BY 2 FOOT (0.6 M) BOX CULVERT, JS4828'35.5 FEET (10.8 M) NORTHWEST OF THE CENTERLINE, 2 FEET (0.6 M) LOWER JS4828'THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4827 *********************************************************************** JS4827 DESIGNATION - K 1106 RESET JS4827 PID - JS4827 JS4827 STATE/COUNTY- CA/SAN JOAQUIN JS4827 USGS QUAD - CLEMENTS (1993) JS4827 JS4827 *CURRENT SURVEY CONTROL JS4827 ___________________________________________________________________ JS4827* NAD 83(1986)- 38 10 47. (N) 121 06 41. (W) SCALED JS4827* NAVD 88 - 36.41 (+/-2cm) 119.5 (feet) VERTCON JS4827 ___________________________________________________________________ JS4827 GEOID HEIGHT- -30.76 (meters) GEOID99 JS4827 JS4827 VERT ORDER - THIRD (See Below) JS4827 JS4827.The horizontal coordinates were scaled from a topographic map and have JS4827.an estimated accuracy of +/- 6 seconds. JS4827 JS4827.The NAVD 88 height was computed by applying the VERTCON shift value to JS4827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4827.The vertical order pertains to the superseded datum. JS4827 JS4827.The geoid height was determined by GEOID99. JS4827 JS4827; North East Units Estimated Accuracy JS4827;SPC CA 3 - 686,600. 1,946,430. MT (+/- 180 meters Scaled) JS4827 JS4827 SUPERSEDED SURVEY CONTROL JS4827 JS4827 NGVD 29 - 35.70 (m) 117.1 (f) RESET 3 JS4827 JS4827.Superseded values are not recommended for survey control. JS4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4827.See file dsdata.txt to determine how the superseded data were derived. JS4827 JS4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH654274(NAD 83) JS4827_MARKER: DV = VERTICAL CONTROL DISK JS4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4827_STAMPING: K 1106 RESET 1989 JS4827_MARK LOGO: NGS JS4827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET JS4827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4827+STABILITY: SURFACE MOTION JS4827 JS4827 HISTORY - Date Condition Report By JS4827 HISTORY - 1989 MONUMENTED CADT JS4827 JS4827 STATION DESCRIPTION JS4827 JS4827'DESCRIBED BY CALTRANS 1989 JS4827'1.6 MILES (2.6 KM) WEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN JS4827'CLEMENTS, NEAR A FENCE LINE BETWEEN TWO HOUSES, 45.5 FEET (13.9 M) JS4827'NORTHWESTERLY OF THE CENTERLINE OF THE ROAD AND 3 FEET (0.9 M) LOWER JS4827'THAN THE ROAD, 12.8 FEET (3.9 M) WEST OF A FENCE CORNER, 37.6 FEET JS4827'(11.5 M) WEST OF A POWER POLE, AND 105 FEET (32.0 M) SOUTHWESTERLY OF JS4827'A POWER POLE, 11.6 FEET (3.5 M) NORTHWESTERLY TO A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5632 *********************************************************************** AI5632 DESIGNATION - L 1069 RESET AI5632 PID - AI5632 AI5632 STATE/COUNTY- CA/SAN JOAQUIN AI5632 USGS QUAD - WOODWARD ISLAND (1978) AI5632 AI5632 *CURRENT SURVEY CONTROL AI5632 ___________________________________________________________________ AI5632* NAD 83(1986)- 37 57 19. (N) 121 31 31. (W) SCALED AI5632* NAVD 88 - 4.66 (+/-2cm) 15.3 (feet) VERTCON AI5632 ___________________________________________________________________ AI5632 GEOID HEIGHT- -32.16 (meters) GEOID99 AI5632 AI5632 VERT ORDER - THIRD (See Below) AI5632 AI5632.The horizontal coordinates were scaled from a topographic map and have AI5632.an estimated accuracy of +/- 6 seconds. AI5632 AI5632.The NAVD 88 height was computed by applying the VERTCON shift value to AI5632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AI5632.The vertical order pertains to the superseded datum. AI5632 AI5632.The geoid height was determined by GEOID99. AI5632 AI5632; North East Units Estimated Accuracy AI5632;SPC CA 3 - 662,000. 1,909,900. MT (+/- 180 meters Scaled) AI5632 AI5632 SUPERSEDED SURVEY CONTROL AI5632 AI5632 NGVD 29 - 3.97 (m) 13.0 (f) RESET 3 AI5632 AI5632.Superseded values are not recommended for survey control. AI5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5632.See file dsdata.txt to determine how the superseded data were derived. AI5632 AI5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH295018(NAD 83) AI5632_MARKER: DV = VERTICAL CONTROL DISK AI5632_SETTING: 35 = BRIDGE DECK AI5632_STAMPING: L 1069 RESET 1995 AI5632_MARK LOGO: NGS AI5632_MAGNETIC: N = NO MAGNETIC MATERIAL AI5632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5632+STABILITY: SURFACE MOTION AI5632 AI5632 HISTORY - Date Condition Report By AI5632 HISTORY - 1995 MONUMENTED CA-077 AI5632 AI5632 STATION DESCRIPTION AI5632 AI5632'DESCRIBED BY SAN JOAQUIN COUNTY CALIFORNIA 1995 (KL) AI5632'0.1 MILE (0.2 KM) SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AI5632'AT HOLT, THENCE 3.5 MILES (5.6 KM) WEST ALONG MOKELUNNE AQUEDUCT OF AI5632'THE EAST BAY MUNICIPAL UTILITY DISTRICT, THENCE 1.4 MILES (2.3 KM) AI5632'NORTH ALONG LOWER JONES ROAD (EAST LEVEE OF THE MIDDLE RIVER) , TO THE AI5632'BRASS CAP LOCATED ON THE SOUTHEAST CORNER OF THE DECK OF THE NEW AI5632'BEACON ISLAND ROAD BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB3107 *********************************************************************** AB3107 DESIGNATION - L 905 RESET AB3107 PID - AB3107 AB3107 STATE/COUNTY- CA/SAN JOAQUIN AB3107 USGS QUAD - VALLEY SPRINGS SW (1973) AB3107 AB3107 *CURRENT SURVEY CONTROL AB3107 ___________________________________________________________________ AB3107* NAD 83(1986)- 38 05 48. (N) 120 56 25. (W) SCALED AB3107* NAVD 88 - 58.53 (+/-2cm) 192.0 (feet) VERTCON AB3107 ___________________________________________________________________ AB3107 GEOID HEIGHT- -30.59 (meters) GEOID99 AB3107 AB3107 VERT ORDER - THIRD (See Below) AB3107 AB3107.The horizontal coordinates were scaled from a topographic map and have AB3107.an estimated accuracy of +/- 6 seconds. AB3107 AB3107.The NAVD 88 height was computed by applying the VERTCON shift value to AB3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AB3107.The vertical order pertains to the superseded datum. AB3107 AB3107.The geoid height was determined by GEOID99. AB3107 AB3107; North East Units Estimated Accuracy AB3107;SPC CA 3 - 677,290. 1,961,380. MT (+/- 180 meters Scaled) AB3107 AB3107 SUPERSEDED SURVEY CONTROL AB3107 AB3107 NGVD 29 - 57.83 (m) 189.7 (f) RESET 3 AB3107 AB3107.Superseded values are not recommended for survey control. AB3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3107.See file dsdata.txt to determine how the superseded data were derived. AB3107 AB3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH806185(NAD 83) AB3107_MARKER: DV = VERTICAL CONTROL DISK AB3107_SETTING: 32 = CULVERT HEADWALL AB3107_STAMPING: L 905 RESET 1979 AB3107_MARK LOGO: NGS AB3107_MAGNETIC: N = NO MAGNETIC MATERIAL AB3107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3107+STABILITY: SURFACE MOTION AB3107 AB3107 HISTORY - Date Condition Report By AB3107 HISTORY - 1981 MONUMENTED CADT AB3107 AB3107 STATION DESCRIPTION AB3107 AB3107'DESCRIBED BY CALTRANS 1981 (WK) AB3107'10.1 MILES (16.3 KM) NORTHEAST ALONG STATE HIGHWAY 26 FROM THE LINDEN AB3107'HIGH SCHOOL IN LINDEN, IN R9E T3N S24, 0.1 MILE (0.2 KM) NORTHEAST OF AB3107'THE CALAVARAS-SAN JOAQUIN COUNTY LINE, AT A CORRUGATED METAL PIPE AB3107'CULVERT CAL 5-A 30-33 UNDER THE HIGHWAY, IN THE TOP OF THE NORTHEAST AB3107'END OF THE SOUTHEAST CONCRETE HEADWALL, 12 FEET (3.7 M) SOUTHEAST OF AB3107'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET HIGHWAY THAN THE AB3107'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0502 *********************************************************************** HS0502 DESIGNATION - LIMA RM 3 HS0502 PID - HS0502 HS0502 STATE/COUNTY- CA/SAN JOAQUIN HS0502 USGS QUAD - LATHROP (1987) HS0502 HS0502 *CURRENT SURVEY CONTROL HS0502 ___________________________________________________________________ HS0502* NAD 83(1986)- 37 50 06. (N) 121 17 12. (W) SCALED HS0502* NAVD 88 - 3.90 (+/-2cm) 12.8 (feet) VERTCON HS0502 ___________________________________________________________________ HS0502 GEOID HEIGHT- -32.01 (meters) GEOID99 HS0502 HS0502 VERT ORDER - THIRD (See Below) HS0502 HS0502.The horizontal coordinates were scaled from a topographic map and have HS0502.an estimated accuracy of +/- 6 seconds. HS0502 HS0502.The NAVD 88 height was computed by applying the VERTCON shift value to HS0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0502.The vertical order pertains to the superseded datum. HS0502 HS0502.The geoid height was determined by GEOID99. HS0502 HS0502; North East Units Estimated Accuracy HS0502;SPC CA 3 - 648,450. 1,930,760. MT (+/- 180 meters Scaled) HS0502 HS0502 SUPERSEDED SURVEY CONTROL HS0502 HS0502 NGVD 29 - 3.19 (m) 10.5 (f) RESET 3 HS0502 HS0502.Superseded values are not recommended for survey control. HS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0502.See file dsdata.txt to determine how the superseded data were derived. HS0502 HS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG507888(NAD 83) HS0502_MARKER: DR = REFERENCE MARK DISK HS0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0502_STAMPING: LIMA 1959 NO 3 1971 HS0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0502+STABILITY: SURFACE MOTION HS0502 HS0502 HISTORY - Date Condition Report By HS0502 HISTORY - 1971 MONUMENTED NGS HS0502 HS0502 STATION DESCRIPTION HS0502 HS0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HS0502'3.6 MI S FROM FRENCH CAMP. HS0502'2.1 MILES SOUTH ALONG OLD U.S. HIGHWAY 50 FROM THE INTERSECTION HS0502'OF MATHEWS ROAD AT FRENCH CAMP, THENCE 0.1 MILE WEST ALONG ROTH HS0502'ROAD, THENCE 1.4 MILES SOUTH ALONG MANTHEY ROAD, AT THE T-JUNCTION HS0502'OF DE LIMA ROAD, 140.0 FEET WEST OF THE CENTERLINE OF MANTHEY ROAD, HS0502'58.7 FEET EAST OF TRIANGULATION STATION LIMA, 19.8 FEET NORTH HS0502'OF THE CENTERLINE OF DE LIMA ROAD, 2.7 FEET SOUTH OF A FENCE HS0502'LINE, ABOUT 1-1/2 FEET LOWER THAN THE ROAD AND SET IN THE TOP HS0502'OF A CONCRETE POST 0.8 FOOT BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0119 *********************************************************************** HS0119 DESIGNATION - MATTHEW RM 3 HS0119 PID - HS0119 HS0119 STATE/COUNTY- CA/SAN JOAQUIN HS0119 USGS QUAD - STOCKTON WEST (1987) HS0119 HS0119 *CURRENT SURVEY CONTROL HS0119 ___________________________________________________________________ HS0119* NAD 83(1986)- 37 52 56. (N) 121 17 21. (W) SCALED HS0119* NAVD 88 - 5.24 (+/-2cm) 17.2 (feet) VERTCON HS0119 ___________________________________________________________________ HS0119 GEOID HEIGHT- -31.92 (meters) GEOID99 HS0119 HS0119 VERT ORDER - THIRD (See Below) HS0119 HS0119.The horizontal coordinates were scaled from a topographic map and have HS0119.an estimated accuracy of +/- 6 seconds. HS0119 HS0119.The NAVD 88 height was computed by applying the VERTCON shift value to HS0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0119.The vertical order pertains to the superseded datum. HS0119 HS0119.The geoid height was determined by GEOID99. HS0119 HS0119; North East Units Estimated Accuracy HS0119;SPC CA 3 - 653,690. 1,930,580. MT (+/- 180 meters Scaled) HS0119 HS0119 SUPERSEDED SURVEY CONTROL HS0119 HS0119 NGVD 29 - 4.56 (m) 15.0 (f) RESET 3 HS0119 HS0119.Superseded values are not recommended for survey control. HS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0119.See file dsdata.txt to determine how the superseded data were derived. HS0119 HS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG504941(NAD 83) HS0119_MARKER: DR = REFERENCE MARK DISK HS0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0119_STAMPING: MATTHEW 1959 NO 3 1973 HS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0119+STABILITY: SURFACE MOTION HS0119 HS0119 HISTORY - Date Condition Report By HS0119 HISTORY - 1973 MONUMENTED NGS HS0119 HISTORY - 1973 GOOD NGS HS0119 HS0119 STATION DESCRIPTION HS0119 HS0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS0119'1 MI W FROM FRENCH CAMP. HS0119'0.1 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM HS0119'THE LIGON AND COMPANY PACKING SHED (A FORMER STATION) AT FRENCH HS0119'CAMP, THENCE 0.9 MILE WEST ALONG MATHEWS ROAD, 68.0 FEET WEST OF HS0119'TRIANGULATION STATION MATTHEW, 28.3 FEET NORTH OF THE CENTER LINE HS0119'OF THE ROAD, 2.2 FEET SOUTH OF A FENCE LINE, 1.1 FEET NORTH OF A HS0119'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE HS0119'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0323 *********************************************************************** HS0323 DESIGNATION - MOWRY RESET 1974 HS0323 PID - HS0323 HS0323 STATE/COUNTY- CA/SAN JOAQUIN HS0323 USGS QUAD - UNION ISLAND (1978) HS0323 HS0323 *CURRENT SURVEY CONTROL HS0323 ___________________________________________________________________ HS0323* NAD 83(1986)- 37 50 05. (N) 121 22 59. (W) SCALED HS0323* NAVD 88 - 6.82 (+/-2cm) 22.4 (feet) VERTCON HS0323 ___________________________________________________________________ HS0323 GEOID HEIGHT- -32.10 (meters) GEOID99 HS0323 HS0323 VERT ORDER - THIRD (See Below) HS0323 HS0323.The horizontal coordinates were scaled from a topographic map and have HS0323.an estimated accuracy of +/- 6 seconds. HS0323 HS0323.The NAVD 88 height was computed by applying the VERTCON shift value to HS0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0323.The vertical order pertains to the superseded datum. HS0323 HS0323.The geoid height was determined by GEOID99. HS0323 HS0323; North East Units Estimated Accuracy HS0323;SPC CA 3 - 648,500. 1,922,270. MT (+/- 180 meters Scaled) HS0323 HS0323 SUPERSEDED SURVEY CONTROL HS0323 HS0323 NGVD 29 - 6.12 (m) 20.1 (f) RESET 3 HS0323 HS0323.Superseded values are not recommended for survey control. HS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0323.See file dsdata.txt to determine how the superseded data were derived. HS0323 HS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG422887(NAD 83) HS0323_MARKER: DS = TRIANGULATION STATION DISK HS0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0323_STAMPING: MOWRY 1931 1974 HS0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0323+STABILITY: SURFACE MOTION HS0323 HS0323 HISTORY - Date Condition Report By HS0323 HISTORY - 1974 MONUMENTED NGS HS0323 HS0323 STATION DESCRIPTION HS0323 HS0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 HS0323'4.2 MI E FROM DAVID BIXLER SCHOOL. HS0323'2.2 MILES EAST ALONG HOWARD ROAD FROM THE DAVID BIXLER SCHOOL, HS0323'THENCE 2.0 MILES SOUTHEAST ALONG UNDINE ROAD, 160 FEET NORTHEAST HS0323'OF THE NORTHWEST END OF A BRIDGE OVER MIDDLE RIVER, ON A LEVEE HS0323'ON THE NORTHWEST SIDE OF THE RIVER, 52.9 FEET NORTH OF THE NORTH HS0323'CORNER OF AN 8-FOOT-SQUARE METAL PUMP HOUSE, 25.5 FEET SOUTHWEST HS0323'OF A 6 X 9-INCH WOODEN POST PROJECTING 6 FEET ABOVE THE GROUND, HS0323'13 FEET SOUTHEAST OF THE CENTER LINE OF A LEVEE ROAD, 2.2 FEET HS0323'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HS0323'LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE HS0323'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0325 *********************************************************************** HS0325 DESIGNATION - MOWRY RM 4 HS0325 PID - HS0325 HS0325 STATE/COUNTY- CA/SAN JOAQUIN HS0325 USGS QUAD - UNION ISLAND (1978) HS0325 HS0325 *CURRENT SURVEY CONTROL HS0325 ___________________________________________________________________ HS0325* NAD 83(1986)- 37 50 06. (N) 121 23 01. (W) SCALED HS0325* NAVD 88 - 6.83 (+/-2cm) 22.4 (feet) VERTCON HS0325 ___________________________________________________________________ HS0325 GEOID HEIGHT- -32.10 (meters) GEOID99 HS0325 HS0325 VERT ORDER - THIRD (See Below) HS0325 HS0325.The horizontal coordinates were scaled from a topographic map and have HS0325.an estimated accuracy of +/- 6 seconds. HS0325 HS0325.The NAVD 88 height was computed by applying the VERTCON shift value to HS0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0325.The vertical order pertains to the superseded datum. HS0325 HS0325.The geoid height was determined by GEOID99. HS0325 HS0325; North East Units Estimated Accuracy HS0325;SPC CA 3 - 648,530. 1,922,220. MT (+/- 180 meters Scaled) HS0325 HS0325 SUPERSEDED SURVEY CONTROL HS0325 HS0325 NGVD 29 - 6.13 (m) 20.1 (f) RESET 3 HS0325 HS0325.Superseded values are not recommended for survey control. HS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0325.See file dsdata.txt to determine how the superseded data were derived. HS0325 HS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG422887(NAD 83) HS0325_MARKER: DR = REFERENCE MARK DISK HS0325_SETTING: 36 = LEVEE HS0325_STAMPING: MOWRY 1931 NO 4 1974 HS0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS0325 HS0325 HISTORY - Date Condition Report By HS0325 HISTORY - 1974 MONUMENTED NGS HS0325 HS0325 STATION DESCRIPTION HS0325 HS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 HS0325'4.2 MI E FROM DAVID BIXLER SCHOOL. HS0325'2.2 MILES EAST ALONG HOWARD ROAD FROM THE DAVID BIXLER SCHOOL, HS0325'THENCE 2.0 MILES SOUTHEAST ALONG UNDINE ROAD, 164 FEET NORTHEAST HS0325'OF THE NORTHWEST END OF A BRIDGE OVER MIDDLE RIVER, ON A LEVEE ON HS0325'THE NORTHWEST SIDE OF THE RIVER, 42.2 FEET WEST OF A 6 X 9-INCH HS0325'WOODEN POST PROJECTING 6 FEET ABOVE THE GROUND, 33.2 FEET NORTHWEST HS0325'OF TRIANGULATION STATION MOWRY 1931 1974, 20 FEET NORTHWEST OF THE HS0325'CENTER LINE OF A LEVEE ROAD, 1.3 FEET NORTHEAST OF A METAL WITNESS HS0325'POST, AND ABOUT 1/2 FOOT LOWER THAN THE LEVEE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0097 *********************************************************************** HS0097 DESIGNATION - Q 1069 HS0097 PID - HS0097 HS0097 STATE/COUNTY- CA/SAN JOAQUIN HS0097 USGS QUAD - STOCKTON WEST (1987) HS0097 HS0097 *CURRENT SURVEY CONTROL HS0097 ___________________________________________________________________ HS0097* NAD 83(1986)- 37 55 35. (N) 121 15 53. (W) SCALED HS0097* NAVD 88 - 6.08 (+/-2cm) 19.9 (feet) VERTCON HS0097 ___________________________________________________________________ HS0097 GEOID HEIGHT- -31.79 (meters) GEOID99 HS0097 HS0097 VERT ORDER - THIRD (See Below) HS0097 HS0097.The horizontal coordinates were scaled from a topographic map and have HS0097.an estimated accuracy of +/- 6 seconds. HS0097 HS0097.The NAVD 88 height was computed by applying the VERTCON shift value to HS0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0097.The vertical order pertains to the superseded datum. HS0097 HS0097.The geoid height was determined by GEOID99. HS0097 HS0097; North East Units Estimated Accuracy HS0097;SPC CA 3 - 658,580. 1,932,770. MT (+/- 180 meters Scaled) HS0097 HS0097 SUPERSEDED SURVEY CONTROL HS0097 HS0097 NGVD 29 - 5.45 (m) 17.9 (f) RESET 3 HS0097 HS0097.Superseded values are not recommended for survey control. HS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0097.See file dsdata.txt to determine how the superseded data were derived. HS0097 HS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG525990(NAD 83) HS0097_MARKER: DB = BENCH MARK DISK HS0097_SETTING: 30 = RETAINING WALL HS0097_STAMPING: Q 1069 1967 HS0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0097 HS0097 HISTORY - Date Condition Report By HS0097 HISTORY - 1967 MONUMENTED CGS HS0097 HISTORY - 1969 GOOD NGS HS0097 HISTORY - 1987 MARK NOT FOUND NGS HS0097 HS0097 STATION DESCRIPTION HS0097 HS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 HS0097'AT STOCKTON. HS0097'AT STOCKTON, 1.1 MILE SOUTH ALONG AIRPORT WAY FROM THE JUNCTION HS0097'OF CHARTER WAY, AT THE JUNCTION OF EAST TWELFTH STREET, AT THE HS0097'NORTHEAST CORNER OF SUNBEAM BAKERY, IN THE TOP OF THE SOUTH END HS0097'OF THE EAST CONCRETE RETAINING WALL WHICH IS AT THE EAST END OF HS0097'A RAILROAD SPUR TRACK, 0.8 FEET NORTH OF THE SOUTH END OF THE HS0097'WALL, 15.0 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF HS0097'AIRPORT WAY, 1.0 FOOT SOUTH OF THE NORTHEAST CORNER OF THE HS0097'BUILDING, AND ABOUT LEVEL WITH THE WAY. HS0097 HS0097 STATION RECOVERY (1969) HS0097 HS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 HS0097'RECOVERED IN GOOD CONDITION. HS0097 HS0097 STATION RECOVERY (1987) HS0097 HS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HS0097'NOT RECOVERED. THE RETAINING WALL INTO WHICH THE MARK WAS REPORTEDLY HS0097'SET HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4817 *********************************************************************** JS4817 DESIGNATION - Q 464 RESET JS4817 PID - JS4817 JS4817 STATE/COUNTY- CA/SAN JOAQUIN JS4817 USGS QUAD - TERMINOUS (1993) JS4817 JS4817 *CURRENT SURVEY CONTROL JS4817 ___________________________________________________________________ JS4817* NAD 83(1986)- 38 03 30. (N) 121 25 06. (W) SCALED JS4817* NAVD 88 - 4.42 (+/-2cm) 14.5 (feet) VERTCON JS4817 ___________________________________________________________________ JS4817 GEOID HEIGHT- -31.74 (meters) GEOID99 JS4817 JS4817 VERT ORDER - THIRD (See Below) JS4817 JS4817.The horizontal coordinates were scaled from a topographic map and have JS4817.an estimated accuracy of +/- 6 seconds. JS4817 JS4817.The NAVD 88 height was computed by applying the VERTCON shift value to JS4817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4817.The vertical order pertains to the superseded datum. JS4817 JS4817.The geoid height was determined by GEOID99. JS4817 JS4817; North East Units Estimated Accuracy JS4817;SPC CA 3 - 673,340. 1,919,410. MT (+/- 180 meters Scaled) JS4817 JS4817 SUPERSEDED SURVEY CONTROL JS4817 JS4817 NGVD 29 - 3.74 (m) 12.3 (f) RESET 3 JS4817 JS4817.Superseded values are not recommended for survey control. JS4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4817.See file dsdata.txt to determine how the superseded data were derived. JS4817 JS4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH387134(NAD 83) JS4817_MARKER: DV = VERTICAL CONTROL DISK JS4817_SETTING: 35 = BRIDGE DECK JS4817_STAMPING: Q 464 RESET 1985 JS4817_MARK LOGO: NGS JS4817_MAGNETIC: N = NO MAGNETIC MATERIAL JS4817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4817+STABILITY: SURFACE MOTION JS4817 JS4817 HISTORY - Date Condition Report By JS4817 HISTORY - 1987 MONUMENTED RBNF JS4817 JS4817 STATION DESCRIPTION JS4817 JS4817'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987 JS4817'ON THE EAST SIDE OF KING ISLAND AT THE CONCRETE AND STEEL DRAWBRIDGE JS4817'OVER BISHOP CANAL, IN THE DECK SURFACE OVER THE WEST ABUTMENT, 22 JS4817'FEET (6.7 M) NORTH OF THE CENTERLINE OF EIGHT MILE ROAD (FORMERLY JS4817'ATHERTON ROAD). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5631 *********************************************************************** AI5631 DESIGNATION - Q 478 RESET AI5631 PID - AI5631 AI5631 STATE/COUNTY- CA/SAN JOAQUIN AI5631 USGS QUAD - WOODWARD ISLAND (1978) AI5631 AI5631 *CURRENT SURVEY CONTROL AI5631 ___________________________________________________________________ AI5631* NAD 83(1986)- 37 57 21. (N) 121 31 44. (W) SCALED AI5631* NAVD 88 - 4.32 (+/-2cm) 14.2 (feet) VERTCON AI5631 ___________________________________________________________________ AI5631 GEOID HEIGHT- -32.16 (meters) GEOID99 AI5631 AI5631 VERT ORDER - THIRD (See Below) AI5631 AI5631.The horizontal coordinates were scaled from a topographic map and have AI5631.an estimated accuracy of +/- 6 seconds. AI5631 AI5631.The NAVD 88 height was computed by applying the VERTCON shift value to AI5631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AI5631.The vertical order pertains to the superseded datum. AI5631 AI5631.The geoid height was determined by GEOID99. AI5631 AI5631; North East Units Estimated Accuracy AI5631;SPC CA 3 - 662,070. 1,909,580. MT (+/- 180 meters Scaled) AI5631 AI5631 SUPERSEDED SURVEY CONTROL AI5631 AI5631 NGVD 29 - 3.63 (m) 11.9 (f) RESET 3 AI5631 AI5631.Superseded values are not recommended for survey control. AI5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5631.See file dsdata.txt to determine how the superseded data were derived. AI5631 AI5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH292019(NAD 83) AI5631_MARKER: DV = VERTICAL CONTROL DISK AI5631_SETTING: 35 = BRIDGE DECK AI5631_STAMPING: Q 478 RESET 1995 AI5631_MARK LOGO: NGS AI5631_MAGNETIC: N = NO MAGNETIC MATERIAL AI5631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5631+STABILITY: SURFACE MOTION AI5631 AI5631 HISTORY - Date Condition Report By AI5631 HISTORY - 1995 MONUMENTED CA-077 AI5631 AI5631 STATION DESCRIPTION AI5631 AI5631'DESCRIBED BY SAN JOAQUIN COUNTY CALIFORNIA 1995 (KL) AI5631'ON THE EAST SIDE OF BEACON ISLAND, AT THE WEST END OF THE BEACON AI5631'ISLAND DRAWBRIDGE OF MIDDLE RIVER, A BRASS CAP LOCATED ON THE AI5631'NORTHWEST CORNER OF THE DECK OF THE NEW BEACON ISLAND ROAD BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9722 *********************************************************************** AA9722 DESIGNATION - S 1068 RESET AA9722 PID - AA9722 AA9722 STATE/COUNTY- CA/SAN JOAQUIN AA9722 USGS QUAD - STOCKTON WEST (1987) AA9722 AA9722 *CURRENT SURVEY CONTROL AA9722 ___________________________________________________________________ AA9722* NAD 83(1986)- 37 57 52. (N) 121 15 28. (W) SCALED AA9722* NAVD 88 - 7.29 (+/-2cm) 23.9 (feet) VERTCON AA9722 ___________________________________________________________________ AA9722 GEOID HEIGHT- -31.68 (meters) GEOID99 AA9722 AA9722 VERT ORDER - THIRD (See Below) AA9722 AA9722.The horizontal coordinates were scaled from a topographic map and have AA9722.an estimated accuracy of +/- 6 seconds. AA9722 AA9722.The NAVD 88 height was computed by applying the VERTCON shift value to AA9722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9722.The vertical order pertains to the superseded datum. AA9722 AA9722.The geoid height was determined by GEOID99. AA9722 AA9722; North East Units Estimated Accuracy AA9722;SPC CA 3 - 662,800. 1,933,420. MT (+/- 180 meters Scaled) AA9722 AA9722 SUPERSEDED SURVEY CONTROL AA9722 AA9722 NGVD 29 - 6.68 (m) 21.9 (f) RESET 3 AA9722 AA9722.Superseded values are not recommended for survey control. AA9722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9722.See file dsdata.txt to determine how the superseded data were derived. AA9722 AA9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH530033(NAD 83) AA9722_MARKER: DV = VERTICAL CONTROL DISK AA9722_SETTING: 35 = SIGNAL POLE FOUNDATION AA9722_STAMPING: S 1068 RESET 1992 AA9722_MARK LOGO: NGS AA9722_MAGNETIC: N = NO MAGNETIC MATERIAL AA9722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9722+STABILITY: SURFACE MOTION AA9722 AA9722 HISTORY - Date Condition Report By AA9722 HISTORY - 1993 MONUMENTED LOCENG AA9722 AA9722 STATION DESCRIPTION AA9722 AA9722'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BC) AA9722'IN STOCKTON, AT THE JUNCTION OF EAST FREMONT STREET AND NORTH FILBERT AA9722'STREET, AT THE NORTHEAST CORNER, 1.5 FEET (0.5 M) SOUTH OF TRAFFIC AA9722'SIGNAL POLE BASE, 5.0 FEET (1.5 M) NORTH OF TOP OF CURB, AND 15.6 FEET AA9722'(4.8 M) WEST OF PROJECTED WEST FACE OF CURB OF FILBERT STREET, AND 858 AA9722'FEET (261.5 M) EAST OF OLD STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0106 *********************************************************************** HS0106 DESIGNATION - S 934 RESET 1967 HS0106 PID - HS0106 HS0106 STATE/COUNTY- CA/SAN JOAQUIN HS0106 USGS QUAD - STOCKTON EAST (1987) HS0106 HS0106 *CURRENT SURVEY CONTROL HS0106 ___________________________________________________________________ HS0106* NAD 83(1986)- 37 53 35. (N) 121 14 50. (W) SCALED HS0106* NAVD 88 - 7.59 (+/-2cm) 24.9 (feet) VERTCON HS0106 ___________________________________________________________________ HS0106 GEOID HEIGHT- -31.85 (meters) GEOID99 HS0106 HS0106 VERT ORDER - THIRD (See Below) HS0106 HS0106.This mark is at Stockton Metro Airport (SCK) HS0106 HS0106.The horizontal coordinates were scaled from a topographic map and have HS0106.an estimated accuracy of +/- 6 seconds. HS0106 HS0106.The NAVD 88 height was computed by applying the VERTCON shift value to HS0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0106.The vertical order pertains to the superseded datum. HS0106 HS0106.The geoid height was determined by GEOID99. HS0106 HS0106; North East Units Estimated Accuracy HS0106;SPC CA 3 - 654,870. 1,934,280. MT (+/- 180 meters Scaled) HS0106 HS0106 SUPERSEDED SURVEY CONTROL HS0106 HS0106 NGVD 29 - 6.92 (m) 22.7 (f) RESET 3 HS0106 HS0106.Superseded values are not recommended for survey control. HS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0106.See file dsdata.txt to determine how the superseded data were derived. HS0106 HS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG541953(NAD 83) HS0106_MARKER: DB = BENCH MARK DISK HS0106_SETTING: 30 = CONCRETE MANHOLE HS0106_STAMPING: S 934 RESET 1967 HS0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0106 HS0106 HISTORY - Date Condition Report By HS0106 HISTORY - 1967 MONUMENTED CGS HS0106 HISTORY - 1969 GOOD NGS HS0106 HS0106 STATION DESCRIPTION HS0106 HS0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 HS0106'T FROM AT STOCKTON METROPOLITAN AIRPOR. HS0106'AT STOCKTON METROPOLITAN AIRPORT. TO REACH FROM AIRPORT WAY AND HS0106'THE ENTRANCE TO THE AIRPORT, TAKE THE ENTRANCE ROAD AND FOLLOW IT HS0106'INTO LINDBERGH AVE. TURN LEFT AT B STREET AND RIGHT AT THE RAMP HS0106'ALLEYWAY. THE MARK IS 200 FT. SOUTHEAST OF THE MAINTENANCE HS0106'SHED, 87 FT. NORTHWEST OF THE FENCE AT THE END OF THE ALLEY, HS0106'AND 36 FT. SOUTHWEST OF THE RAMP FENCE. IT IS A STANDARD DISK HS0106'SET IN A DRILL HOLE IN THE WEST CORNER OF A 5 X 5 CONCRETE MANHOLE HS0106'WITH A STEEL COVER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0792 *********************************************************************** HS0792 DESIGNATION - S 956 RESET 1972 HS0792 PID - HS0792 HS0792 STATE/COUNTY- CA/SAN JOAQUIN HS0792 USGS QUAD - STOCKTON EAST (1987) HS0792 HS0792 *CURRENT SURVEY CONTROL HS0792 ___________________________________________________________________ HS0792* NAD 83(1986)- 37 59 08. (N) 121 14 50. (W) SCALED HS0792* NAVD 88 - 10.42 (+/-2cm) 34.2 (feet) VERTCON HS0792 ___________________________________________________________________ HS0792 GEOID HEIGHT- -31.60 (meters) GEOID99 HS0792 HS0792 VERT ORDER - THIRD (See Below) HS0792 HS0792.The horizontal coordinates were scaled from a topographic map and have HS0792.an estimated accuracy of +/- 6 seconds. HS0792 HS0792.The NAVD 88 height was computed by applying the VERTCON shift value to HS0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0792.The vertical order pertains to the superseded datum. HS0792 HS0792.The geoid height was determined by GEOID99. HS0792 HS0792; North East Units Estimated Accuracy HS0792;SPC CA 3 - 665,130. 1,934,360. MT (+/- 180 meters Scaled) HS0792 HS0792 SUPERSEDED SURVEY CONTROL HS0792 HS0792 NGVD 29 - 9.81 (m) 32.2 (f) RESET 3 HS0792 HS0792.Superseded values are not recommended for survey control. HS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0792.See file dsdata.txt to determine how the superseded data were derived. HS0792 HS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH539056(NAD 83) HS0792_MARKER: DB = BENCH MARK DISK HS0792_SETTING: 30 = DROP INLET HS0792_STAMPING: S 956 RESET 1972 HS0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0792 HS0792 HISTORY - Date Condition Report By HS0792 HISTORY - 1972 MONUMENTED CADT HS0792 HISTORY - 1973 GOOD NGS HS0792 HS0792 STATION DESCRIPTION HS0792 HS0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS0792'4.8 MI SW FROM WATERLOO. HS0792'4.85 MILES SW ALONG STATE HWY NO. 88 FROM THE JUNCTION OF COMSTOCK HS0792'ROAD AT WATERLOO, 0.2 MILE NE ALONG STATE HIGHWAY NO. 88 FROM HS0792'ITS JUNCTION WITH STATE HIGHWAY 99 IN THE SE CORNER OF A CONCRETE HS0792'DROP INLET, 37 FEET NW OF THE CENTERLINE OF THE HIGHWAY AND AT HS0792'THE SAME ELEVATION AS THE SURFACE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0273 *********************************************************************** HS0273 DESIGNATION - SUGAR RM 4 HS0273 PID - HS0273 HS0273 STATE/COUNTY- CA/SAN JOAQUIN HS0273 USGS QUAD - UNION ISLAND (1978) HS0273 HS0273 *CURRENT SURVEY CONTROL HS0273 ___________________________________________________________________ HS0273* NAD 83(1986)- 37 46 21. (N) 121 25 08. (W) SCALED HS0273* NAVD 88 - 9.34 (+/-2cm) 30.6 (feet) VERTCON HS0273 ___________________________________________________________________ HS0273 GEOID HEIGHT- -32.18 (meters) GEOID99 HS0273 HS0273 VERT ORDER - THIRD (See Below) HS0273 HS0273.The horizontal coordinates were scaled from a topographic map and have HS0273.an estimated accuracy of +/- 6 seconds. HS0273 HS0273.The NAVD 88 height was computed by applying the VERTCON shift value to HS0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0273.The vertical order pertains to the superseded datum. HS0273 HS0273.The geoid height was determined by GEOID99. HS0273 HS0273; North East Units Estimated Accuracy HS0273;SPC CA 3 - 641,620. 1,919,050. MT (+/- 180 meters Scaled) HS0273 HS0273 SUPERSEDED SURVEY CONTROL HS0273 HS0273 NGVD 29 - 8.62 (m) 28.3 (f) RESET 3 HS0273 HS0273.Superseded values are not recommended for survey control. HS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0273.See file dsdata.txt to determine how the superseded data were derived. HS0273 HS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG392817(NAD 83) HS0273_MARKER: DR = REFERENCE MARK DISK HS0273_SETTING: 36 = CONCRETE WALL HS0273_STAMPING: SUGAR 1931 NO 4 1968 HS0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS0273 HS0273 HISTORY - Date Condition Report By HS0273 HISTORY - 1968 MONUMENTED CGS HS0273 HS0273 STATION DESCRIPTION HS0273 HS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS0273'2.5 MI N FROM TRACY. HS0273'0.2 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE TRACY UNION HIGH SCHOOL, HS0273'THENCE 2.3 MILES NORTH ALONG A SPUR TRACK OF THE SOUTHERN PACIFIC HS0273'COMPANY RAILROAD, ON THE EAST SIDE OF THE GROUNDS OF THE HOLLY SUGAR HS0273'REFINERY, 0.1 MILE EAST OF THE MAIN BUILDING, AT THE SOUTH END OF HS0273'SUGAR CUT, IN THE TOP OF THE WEST CONCRETE WALL OF A LARGE CONCRETE HS0273'WATER-HOLDING TANK, 65 FEET WEST OF A CHAIN-LINK FENCE, 59.7 FEET HS0273'NORTHWEST OF TRIANGULATION STATION SUGAR, 0.5 FOOT SOUTH OF THE HS0273'SOUTHWEST INSIDE CORNER OF THE TANK, AND 1.2 FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0274 *********************************************************************** HS0274 DESIGNATION - SUGAR RM 5 HS0274 PID - HS0274 HS0274 STATE/COUNTY- CA/SAN JOAQUIN HS0274 USGS QUAD - UNION ISLAND (1978) HS0274 HS0274 *CURRENT SURVEY CONTROL HS0274 ___________________________________________________________________ HS0274* NAD 83(1986)- 37 46 21. (N) 121 25 09. (W) SCALED HS0274* NAVD 88 - 4.85 (+/-2cm) 15.9 (feet) VERTCON HS0274 ___________________________________________________________________ HS0274 GEOID HEIGHT- -32.18 (meters) GEOID99 HS0274 HS0274 VERT ORDER - THIRD (See Below) HS0274 HS0274.The horizontal coordinates were scaled from a topographic map and have HS0274.an estimated accuracy of +/- 6 seconds. HS0274 HS0274.The NAVD 88 height was computed by applying the VERTCON shift value to HS0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0274.The vertical order pertains to the superseded datum. HS0274 HS0274.The geoid height was determined by GEOID99. HS0274 HS0274; North East Units Estimated Accuracy HS0274;SPC CA 3 - 641,620. 1,919,030. MT (+/- 180 meters Scaled) HS0274 HS0274 SUPERSEDED SURVEY CONTROL HS0274 HS0274 NGVD 29 - 4.14 (m) 13.6 (f) RESET 3 HS0274 HS0274.Superseded values are not recommended for survey control. HS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0274.See file dsdata.txt to determine how the superseded data were derived. HS0274 HS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG392817(NAD 83) HS0274_MARKER: DR = REFERENCE MARK DISK HS0274_SETTING: 30 = PENSTOCK HS0274_STAMPING: SUGAR 1931 NO 5 1968 HS0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0274 HS0274 HISTORY - Date Condition Report By HS0274 HISTORY - 1968 MONUMENTED CGS HS0274 HS0274 STATION DESCRIPTION HS0274 HS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS0274'2.5 MI N FROM TRACY. HS0274'0.2 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE TRACY UNION HIGH SCHOOL, HS0274'THENCE 2.3 MILES NORTH ALONG A SPUR TRACK OF THE SOUTHERN PACIFIC HS0274'COMPANY RAILROAD, ON THE EAST SIDE OF THE GROUNDS OF THE HOLLY HS0274'SUGAR REFINERY, 0.1 MILE EAST OF THE MAIN BUILDING, AT THE SOUTH HS0274'SIDE OF SUGAR CUT, IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A HS0274'48-INCH OVERFLOW PENSTOCK, 107.7 FEET NORTH-NORTHEAST OF TRIANGULATION HS0274'STATION SUGAR, 51 FEET NORTHWEST OF THE CENTERLINE OF A LEVEE ROAD, HS0274'19.0 FEET EAST OF A CHAIN-LINK FENCE, AND 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0416 *********************************************************************** HS0416 TIDAL BM - This is a Tidal Bench Mark. HS0416 DESIGNATION - TIDAL 2 RESET 1971 HS0416 PID - HS0416 HS0416 STATE/COUNTY- CA/SAN JOAQUIN HS0416 USGS QUAD - HOLT (1994) HS0416 HS0416 *CURRENT SURVEY CONTROL HS0416 ___________________________________________________________________ HS0416* NAD 83(1986)- 37 53 25. (N) 121 29 16. (W) SCALED HS0416* NAVD 88 - 6.32 (+/-2cm) 20.7 (feet) VERTCON HS0416 ___________________________________________________________________ HS0416 GEOID HEIGHT- -32.17 (meters) GEOID99 HS0416 HS0416 VERT ORDER - THIRD (See Below) HS0416 HS0416.The horizontal coordinates were scaled from a topographic map and have HS0416.an estimated accuracy of +/- 6 seconds. HS0416 HS0416.The NAVD 88 height was computed by applying the VERTCON shift value to HS0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0416.The vertical order pertains to the superseded datum. HS0416 HS0416.This Tidal Bench Mark is designated as VM 8437 HS0416.by the Center for Operational Oceanographic Products and Services. HS0416 HS0416.The geoid height was determined by GEOID99. HS0416 HS0416; North East Units Estimated Accuracy HS0416;SPC CA 3 - 654,750. 1,913,120. MT (+/- 180 meters Scaled) HS0416 HS0416 SUPERSEDED SURVEY CONTROL HS0416 HS0416 NGVD 29 - 5.63 (m) 18.5 (f) RESET 3 HS0416 HS0416.Superseded values are not recommended for survey control. HS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0416.See file dsdata.txt to determine how the superseded data were derived. HS0416 HS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG329947(NAD 83) HS0416_MARKER: DJ = TIDAL STATION DISK HS0416_SETTING: 30 = FOOTING HS0416_STAMPING: BM 2 RESET 1971 HS0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0416 HS0416 HISTORY - Date Condition Report By HS0416 HISTORY - 1971 MONUMENTED CADPW HS0416 HISTORY - 1971 GOOD NGS HS0416 HS0416 STATION DESCRIPTION HS0416 HS0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HS0416'AT MIDDLE RIVER BRIDGE. HS0416'AT MIDDLE RIVER BRIDGE, AT THE EAST END OF THE STATE HIGHWAY 4 HS0416'DRAW-OVER-BRIDGE OVER THE MIDDLE RIVER, IN THE TOP OF 30 INCH BY HS0416'30 INCH CONCRETE FOOTING OF A HIGHWAY LIGHT STANDARD, 108 FEET HS0416'EAST OF THE EAST END OF THE BRIDGE AND 30 FEET SOUTH OF THE CENTER HS0416'LINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0177 *********************************************************************** HS0177 DESIGNATION - TRACY RM 3 HS0177 PID - HS0177 HS0177 STATE/COUNTY- CA/SAN JOAQUIN HS0177 USGS QUAD - TRACY (1981) HS0177 HS0177 *CURRENT SURVEY CONTROL HS0177 ___________________________________________________________________ HS0177* NAD 83(1986)- 37 44 26. (N) 121 25 14. (W) SCALED HS0177* NAVD 88 - 15.06 (+/-2cm) 49.4 (feet) VERTCON HS0177 ___________________________________________________________________ HS0177 GEOID HEIGHT- -32.17 (meters) GEOID99 HS0177 HS0177 VERT ORDER - THIRD (See Below) HS0177 HS0177.The horizontal coordinates were scaled from a topographic map and have HS0177.an estimated accuracy of +/- 6 seconds. HS0177 HS0177.The NAVD 88 height was computed by applying the VERTCON shift value to HS0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0177.The vertical order pertains to the superseded datum. HS0177 HS0177.The geoid height was determined by GEOID99. HS0177 HS0177; North East Units Estimated Accuracy HS0177;SPC CA 3 - 638,080. 1,918,870. MT (+/- 180 meters Scaled) HS0177 HS0177 SUPERSEDED SURVEY CONTROL HS0177 HS0177 NGVD 29 - 14.33 (m) 47.0 (f) RESET 3 HS0177 HS0177.Superseded values are not recommended for survey control. HS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0177.See file dsdata.txt to determine how the superseded data were derived. HS0177 HS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG391782(NAD 83) HS0177_MARKER: DR = REFERENCE MARK DISK HS0177_SETTING: 30 = CONCRETE BASE HS0177_STAMPING: TRACY NO 3 1943 1968 HS0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0177 HS0177 HISTORY - Date Condition Report By HS0177 HISTORY - 1968 MONUMENTED CGS HS0177 HISTORY - 1973 GOOD NGS HS0177 HS0177 STATION DESCRIPTION HS0177 HS0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS0177'AT TRACY. HS0177'AT TRACY, NEAR THE JUNCTION OF NORTH EAST STREET AND BELVEDERE HS0177'STREET, AT THE TRACY UNION HIGH SCHOOL, AT THE SOUTHWEST CORNER OF HS0177'THE ATHLETIC FIELD, 63.3 FEET WEST-NORTHWEST OF TRIANGULATION HS0177'STATION TRACY, IN THE TOP OF THE 16-FOOT SQUARE CONCRETE BASE FOR HS0177'A TRANSFORMER, 35.5 FEET EAST OF THE CENTERLINE OF NORTH EAST HS0177'STREET, 30.0 FEET NORTH OF A FENCE LINE, 6.5 FEET EAST OF A FENCE HS0177'LINE, 0.8 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE HS0177'BASE, AND 0.2 FOOT ABOVE THE GROUND. HS0177 HS0177 STATION RECOVERY (1973) HS0177 HS0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 HS0177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0789 *********************************************************************** HS0789 DESIGNATION - U 959 RESET 1972 HS0789 PID - HS0789 HS0789 STATE/COUNTY- CA/SAN JOAQUIN HS0789 USGS QUAD - PETERS (1994) HS0789 HS0789 *CURRENT SURVEY CONTROL HS0789 ___________________________________________________________________ HS0789* NAD 83(1986)- 37 55 46. (N) 121 01 15. (W) SCALED HS0789* NAVD 88 - 31.89 (+/-2cm) 104.6 (feet) VERTCON HS0789 ___________________________________________________________________ HS0789 GEOID HEIGHT- -31.39 (meters) GEOID99 HS0789 HS0789 VERT ORDER - THIRD (See Below) HS0789 HS0789.The horizontal coordinates were scaled from a topographic map and have HS0789.an estimated accuracy of +/- 6 seconds. HS0789 HS0789.The NAVD 88 height was computed by applying the VERTCON shift value to HS0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0789.The vertical order pertains to the superseded datum. HS0789 HS0789.The geoid height was determined by GEOID99. HS0789 HS0789; North East Units Estimated Accuracy HS0789;SPC CA 3 - 658,770. 1,954,210. MT (+/- 180 meters Scaled) HS0789 HS0789 SUPERSEDED SURVEY CONTROL HS0789 HS0789 NGVD 29 - 31.19 (m) 102.3 (f) RESET 3 HS0789 HS0789.Superseded values are not recommended for survey control. HS0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0789.See file dsdata.txt to determine how the superseded data were derived. HS0789 HS0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG739998(NAD 83) HS0789_MARKER: DB = BENCH MARK DISK HS0789_SETTING: 30 = BASE PAD HS0789_STAMPING: U 959 RESET 1972 HS0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0789 HS0789 HISTORY - Date Condition Report By HS0789 HISTORY - 1972 MONUMENTED CADH HS0789 HS0789 STATION DESCRIPTION HS0789 HS0789'DESCRIBED BY CA DIV OF HIGHWAYS 1972 HS0789'1.3 MI W FROM FARMINGTON. HS0789'1.3 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT HS0789'FARMINGTON, IN THE TOP AND NORTHEAST CORNER OF A 3.2 FOOT X 3.4 FOOT HS0789'CONCRETE BASE PAD FOR A WELL PUMP AT MILE POST 31.9, 66 FEET HS0789'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 1.0 FOOT ABOVE HS0789'THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0752 *********************************************************************** HS0752 DESIGNATION - V 957 RESET 1970 HS0752 PID - HS0752 HS0752 STATE/COUNTY- CA/SAN JOAQUIN HS0752 USGS QUAD - AVENA (1994) HS0752 HS0752 *CURRENT SURVEY CONTROL HS0752 ___________________________________________________________________ HS0752* NAD 83(1986)- 37 47 52. (N) 121 00 04. (W) SCALED HS0752* NAVD 88 - 35.34 (+/-2cm) 115.9 (feet) VERTCON HS0752 ___________________________________________________________________ HS0752 GEOID HEIGHT- -31.71 (meters) GEOID99 HS0752 HS0752 VERT ORDER - THIRD (See Below) HS0752 HS0752.The horizontal coordinates were scaled from a topographic map and have HS0752.an estimated accuracy of +/- 6 seconds. HS0752 HS0752.The NAVD 88 height was computed by applying the VERTCON shift value to HS0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0752.The vertical order pertains to the superseded datum. HS0752 HS0752.The geoid height was determined by GEOID99. HS0752 HS0752; North East Units Estimated Accuracy HS0752;SPC CA 3 - 644,150. 1,955,870. MT (+/- 180 meters Scaled) HS0752 HS0752 SUPERSEDED SURVEY CONTROL HS0752 HS0752 NGVD 29 - 34.61 (m) 113.5 (f) RESET 3 HS0752 HS0752.Superseded values are not recommended for survey control. HS0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0752.See file dsdata.txt to determine how the superseded data were derived. HS0752 HS0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG759852(NAD 83) HS0752_MARKER: DB = BENCH MARK DISK HS0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0752_STAMPING: V 957 RESET 1970 HS0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0752+STABILITY: SURFACE MOTION HS0752 HS0752 HISTORY - Date Condition Report By HS0752 HISTORY - 1970 MONUMENTED CADH HS0752 HISTORY - 1971 GOOD NGS HS0752 HS0752 STATION DESCRIPTION HS0752 HS0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HS0752'0.3 MI W FROM ESCALON. HS0752'0.3 MILE WEST ALONG STATE HIGHWAY 120 FROM ESCALON UNION HIGH HS0752'SCHOOL AT ESCALON, 0.1 MILE WEST OF THE CROSSING OF THE ATCHISON, HS0752'TOPEKA AND SANTA FE RAILWAY, 24 FEET NORTH OF THE NORTH RAIL OF THE HS0752'TIDEWATER SOUTHERN RAILWAY COMPANY, 21.5 FEET SOUTH OF THE CENTER HS0752'LINE OF THE HIGHWAY, ON THE EXTENDED CENTER LINE OF OKLAHOMA HS0752'AVENUE, 1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY, SET IN HS0752'THE TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0034 *********************************************************************** HS0034 DESIGNATION - VERNALIS RM 3 USGS HS0034 PID - HS0034 HS0034 STATE/COUNTY- CA/SAN JOAQUIN HS0034 USGS QUAD - VERNALIS (1991) HS0034 HS0034 *CURRENT SURVEY CONTROL HS0034 ___________________________________________________________________ HS0034* NAD 83(1986)- 37 38 15. (N) 121 17 42. (W) SCALED HS0034* NAVD 88 - 31.78 (+/-2cm) 104.3 (feet) VERTCON HS0034 ___________________________________________________________________ HS0034 GEOID HEIGHT- -32.22 (meters) GEOID99 HS0034 HS0034 VERT ORDER - THIRD (See Below) HS0034 HS0034.The horizontal coordinates were scaled from a topographic map and have HS0034.an estimated accuracy of +/- 6 seconds. HS0034 HS0034.The NAVD 88 height was computed by applying the VERTCON shift value to HS0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0034.The vertical order pertains to the superseded datum. HS0034 HS0034.The geoid height was determined by GEOID99. HS0034 HS0034; North East Units Estimated Accuracy HS0034;SPC CA 3 - 626,540. 1,929,840. MT (+/- 180 meters Scaled) HS0034 HS0034 SUPERSEDED SURVEY CONTROL HS0034 HS0034 NGVD 29 - 31.05 (m) 101.9 (f) RESET 3 HS0034 HS0034.Superseded values are not recommended for survey control. HS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0034.See file dsdata.txt to determine how the superseded data were derived. HS0034 HS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG504669(NAD 83) HS0034_MARKER: DR = REFERENCE MARK DISK HS0034_SETTING: 30 = CONCRETE COLUMN HS0034_STAMPING: VERNALIS NO 3 1968 HS0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0034 HS0034 HISTORY - Date Condition Report By HS0034 HISTORY - 1968 MONUMENTED USGS HS0034 HISTORY - 1972 GOOD NGS HS0034 HS0034 STATION DESCRIPTION HS0034 HS0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0034'0.6 MI NW FROM VERNALIS. HS0034'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0034'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, AT THE HS0034'JUNCTION OF STATE HIGHWAYS 33 AND 132, 148 FEET NORTHEAST OF THE HS0034'NORTHEAST RAIL OF THE TRACK, 72.6 FEET NORTHEAST OF THE HS0034'CENTERLINE OF STATE HIGHWAY 33, 56.0 FEET EAST-SOUTHEAST OF HS0034'TRIANGULATION STATION VERNALIS, 10 FEET NORTH OF AND BELOW THE HS0034'CENTERLINE OF THE STATE HIGHWAY 132 OVERCROSSING, SET VERTICALLY HS0034'IN THE SOUTHWEST SIDE OF A 4-FOOT DIAMETER CONCRETE COLUMN HS0034'SUPPORTING THE OVERCROSSING, 1/2 FOOT HIGHER THAN STATE HIGHWAY HS0034'33 AND 1/2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0035 *********************************************************************** HS0035 DESIGNATION - VERNALIS RM 4 USGS HS0035 PID - HS0035 HS0035 STATE/COUNTY- CA/SAN JOAQUIN HS0035 USGS QUAD - VERNALIS (1991) HS0035 HS0035 *CURRENT SURVEY CONTROL HS0035 ___________________________________________________________________ HS0035* NAD 83(1986)- 37 38 15. (N) 121 17 42. (W) SCALED HS0035* NAVD 88 - 31.66 (+/-2cm) 103.9 (feet) VERTCON HS0035 ___________________________________________________________________ HS0035 GEOID HEIGHT- -32.22 (meters) GEOID99 HS0035 HS0035 VERT ORDER - THIRD (See Below) HS0035 HS0035.The horizontal coordinates were scaled from a topographic map and have HS0035.an estimated accuracy of +/- 6 seconds. HS0035 HS0035.The NAVD 88 height was computed by applying the VERTCON shift value to HS0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0035.The vertical order pertains to the superseded datum. HS0035 HS0035.The geoid height was determined by GEOID99. HS0035 HS0035; North East Units Estimated Accuracy HS0035;SPC CA 3 - 626,540. 1,929,840. MT (+/- 180 meters Scaled) HS0035 HS0035 SUPERSEDED SURVEY CONTROL HS0035 HS0035 NGVD 29 - 30.92 (m) 101.4 (f) RESET 3 HS0035 HS0035.Superseded values are not recommended for survey control. HS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0035.See file dsdata.txt to determine how the superseded data were derived. HS0035 HS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG504669(NAD 83) HS0035_MARKER: DR = REFERENCE MARK DISK HS0035_SETTING: 30 = CONCRETE COLUMN HS0035_STAMPING: VERNALIS NO 4 1968 HS0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0035 HS0035 HISTORY - Date Condition Report By HS0035 HISTORY - 1968 MONUMENTED USGS HS0035 HISTORY - 1972 GOOD NGS HS0035 HS0035 STATION DESCRIPTION HS0035 HS0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0035'0.6 MI NW FROM VERNALIS. HS0035'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0035'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, AT THE HS0035'JUNCTION OF STATE HIGHWAYS 33 AND 132, 103.3 FEET NORTHEAST OF HS0035'THE NORTHEAST RAIL OF THE TRACK, 29.4 FEET SOUTH-SOUTHWEST OF HS0035'TRIANGULATION STATION VERNALIS, 28.6 FEET NORTHEAST OF THE HS0035'CENTERLINE OF STATE HIGHWAY 33, 13 FEET NORTH OF AND BELOW THE HS0035'CENTERLINE OF THE STATE HIGHWAY 132 OVERCROSSING, SET VERTICALLY HS0035'IN THE SOUTHEAST SIDE OF A 4-FOOT DIAMETER CONCRETE COLUMN HS0035'SUPPORTING THE OVERCROSSING, ABOUT LEVEL WITH STATE HIGHWAY 33, HS0035'AND ABOUT 1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC5735 *********************************************************************** AC5735 DESIGNATION - Z 1105 RESET AC5735 PID - AC5735 AC5735 STATE/COUNTY- CA/SAN JOAQUIN AC5735 USGS QUAD - LINDEN (1993) AC5735 AC5735 *CURRENT SURVEY CONTROL AC5735 ___________________________________________________________________ AC5735* NAD 83(1986)- 38 01 59. (N) 121 02 03. (W) SCALED AC5735* NAVD 88 - 36.17 (+/-2cm) 118.7 (feet) VERTCON AC5735 ___________________________________________________________________ AC5735 GEOID HEIGHT- -31.08 (meters) GEOID99 AC5735 AC5735 VERT ORDER - THIRD (See Below) AC5735 AC5735.The horizontal coordinates were scaled from a topographic map and have AC5735.an estimated accuracy of +/- 6 seconds. AC5735 AC5735.The NAVD 88 height was computed by applying the VERTCON shift value to AC5735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC5735.The vertical order pertains to the superseded datum. AC5735 AC5735.The geoid height was determined by GEOID99. AC5735 AC5735; North East Units Estimated Accuracy AC5735;SPC CA 3 - 670,280. 1,953,110. MT (+/- 180 meters Scaled) AC5735 AC5735 SUPERSEDED SURVEY CONTROL AC5735 AC5735 NGVD 29 - 35.47 (m) 116.4 (f) RESET 3 AC5735 AC5735.Superseded values are not recommended for survey control. AC5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5735.See file dsdata.txt to determine how the superseded data were derived. AC5735 AC5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH725113(NAD 83) AC5735_MARKER: DV = VERTICAL CONTROL DISK AC5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5735_STAMPING: Z1105 RESET 1994 AC5735_MARK LOGO: NGS AC5735_MAGNETIC: N = NO MAGNETIC MATERIAL AC5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5735+STABILITY: SURFACE MOTION AC5735 AC5735 HISTORY - Date Condition Report By AC5735 HISTORY - 1996 MONUMENTED CADT AC5735 AC5735 STATION DESCRIPTION AC5735 AC5735'DESCRIBED BY CALTRANS 1996 (WJB) AC5735'2.55 MILES (4.10 KM) NORTHEAST ALONG STATE HIGHWAY 26 FROM THE LINDEN AC5735'GRAMMER SCHOOL AT LINDEN, 0.35 MILES (0.56 KM) NORTHEAST OF THE AC5735'JUNCTION OF FINE ROAD, SOUTH SIDE OF HIGHWAY 26, ON CURVE TO THE LEFT, AC5735'63 FEET (19.2 M) SOUTH OF YELLOW STRIPE OF HIGHWAY 26, 2 FEET (0.6 M) AC5735'EAST OF THE EASTERLY 6 INCH DIAMETER STEEL GATE POST, 9 FEET (2.7 M) AC5735'NORTH OF THE CENTERLINE OF LEVEE RD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4246 *********************************************************************** JS4246 DESIGNATION - Z 463 RESET JS4246 PID - JS4246 JS4246 STATE/COUNTY- CA/SAN JOAQUIN JS4246 USGS QUAD - THORNTON (1978) JS4246 JS4246 *CURRENT SURVEY CONTROL JS4246 ___________________________________________________________________ JS4246* NAD 83(1992)- 38 10 28.88378(N) 121 23 41.11923(W) ADJUSTED JS4246* NAVD 88 - 4.96 (+/-2cm) 16.3 (feet) VERTCON JS4246 ___________________________________________________________________ JS4246 EPOCH DATE - 1991.35 JS4246 LAPLACE CORR- 4.96 (seconds) DEFLEC99 JS4246 GEOID HEIGHT- -31.38 (meters) GEOID99 JS4246 JS4246 HORZ ORDER - SECOND JS4246 VERT ORDER - THIRD (See Below) JS4246 JS4246.The horizontal coordinates were established by classical geodetic methods JS4246.and adjusted by the National Geodetic Survey in March 1994. JS4246.The horizontal coordinates are valid at the epoch date displayed above. JS4246.The epoch date for horizontal control is a decimal equivalence JS4246.of Year/Month/Day. JS4246 JS4246.The NAVD 88 height was computed by applying the VERTCON shift value to JS4246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4246.The vertical order pertains to the superseded datum. JS4246 JS4246.The Laplace correction was computed from DEFLEC99 derived deflections. JS4246 JS4246.The geoid height was determined by GEOID99. JS4246 JS4246; North East Units Scale Converg. JS4246;SPC CA 3 - 686,236.763 1,921,602.835 MT 0.99995645 -0 32 52.1 JS4246;SPC CA 3 - 2,251,428.45 6,304,458.63 sFT 0.99995645 -0 32 52.1 JS4246;SPC CA 2 - 556,571.536 2,053,035.492 MT 1.00003975 +0 22 53.7 JS4246;SPC CA 2 - 1,826,018.45 6,735,667.28 sFT 1.00003975 +0 22 53.7 JS4246;UTM 10 - 4,226,415.070 640,605.601 MT 0.99984348 +0 59 32.3 JS4246 JS4246: Primary Azimuth Mark Grid Az JS4246:SPC CA 3 - BRACK 2 279 38 07.1 JS4246:SPC CA 2 - BRACK 2 278 42 21.3 JS4246:UTM 10 - BRACK 2 278 05 42.7 JS4246 JS4246|---------------------------------------------------------------------| JS4246| PID Reference Object Distance Geod. Az | JS4246| dddmmss.s | JS4246| JS4248 BRACK 2 RM 3 APPROX. 0.5 KM 2764412.1 | JS4246| JS4249 BRACK 2 APPROX. 0.5 KM 2790515.0 | JS4246|---------------------------------------------------------------------| JS4246 JS4246 SUPERSEDED SURVEY CONTROL JS4246 JS4246 NAD 83(1986)- 38 10 28.87692(N) 121 23 41.12039(W) AD(1984.00) 2 JS4246 NAD 27 - 38 10 29.17647(N) 121 23 37.30023(W) AD( ) 2 JS4246 NGVD 29 - 4.23 (m) 13.9 (f) RESET 3 JS4246 JS4246.Superseded values are not recommended for survey control. JS4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4246.See file dsdata.txt to determine how the superseded data were derived. JS4246 JS4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4060626415(NAD 83) JS4246_MARKER: DV = VERTICAL CONTROL DISK JS4246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4246_STAMPING: Z 463 RESET 1977 JS4246_MARK LOGO: NGS JS4246_MAGNETIC: N = NO MAGNETIC MATERIAL JS4246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4246+STABILITY: SURFACE MOTION JS4246 JS4246 HISTORY - Date Condition Report By JS4246 HISTORY - 1977 MONUMENTED NGS JS4246 HISTORY - 1977 GOOD NGS JS4246 HISTORY - 19770330 GOOD NGS JS4246 JS4246 STATION DESCRIPTION JS4246 JS4246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) JS4246'THE STATION IS AN NGS VERTICAL CONTROL DISK STAMPED Z 463 RESET JS4246'1977 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER PROJECTING 0.2 JS4246'FOOT ABOVE THE GROUND AND IS 70 FEET SOUTH OF THE CENTERLINE OF JS4246'ACAMPO ROAD, 21 FEET EAST OF THE EAST EDGE OF A CONCRETE DITCH, JS4246'10 FEET EAST OF THE CENTERLINE OF A PAVED PRIVATE ROAD, 3.8 FEET JS4246'NORTH OF A GUYED POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS JS4246'POST, AND ABOUT LEVEL WITH THE ROADS. JS4246' JS4246'TO REACH THE STATION FROM THE POST OFFICE AT THORNTON GO JS4246'SOUTHEAST ON THORNTON ROAD 3.8 MILES TO A SIDE ROAD ON THE JS4246'LEFT. TURN LEFT ONTO ACAMPO ROAD AND GO EAST 0.25 MILE TO A SIDE JS4246'ROAD AND THE MARK ON THE RIGHT. JS4246' JS4246'A STEEL REINFORCING BAR, 3/8-INCH IN DIAMETER AND 2-1/2 FEET LONG, JS4246'WAS DRIVEN FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE MARK. JS4246 JS4246 STATION RECOVERY (1977) JS4246 JS4246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 JS4246'RECOVERED IN GOOD CONDITION. JS4246 JS4246 STATION RECOVERY (1977) JS4246 JS4246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 JS4246'3.8 MILES (6.1 KM) SOUTHEAST ALONG THORNTON ROAD FROM THE POST OFFICE JS4246'AT THORNTON, THENCE 0.25 MILE (0.40 KM) EAST ALONG ACAMPO ROAD, 70 JS4246'FEET (21.3 M) SOUTH OF THE CENTERLINE OF ACAMPO ROAD, 21 FEET (6.4 M) JS4246'EAST OF THE EAST EDGE OF A CONCRETE DITCH, 10 FEET (3.0 M) EAST OF JS4246'THE CENTERLINE OF A PAVED PRIVATE ROAD, 3.8 FEET (1.2 M) NORTH OF A JS4246'GUYED POWER POLE, 1.5 FEET (0.5 M) NORTH OF A METAL WITNESS POST, JS4246'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST JS4246'PROJECTING 0.2 FOOT (6.1 CM) ABOVE GROUND.