1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1945 *********************************************************************** JS1945 DESIGNATION - A 568 RESET 1967 JS1945 PID - JS1945 JS1945 STATE/COUNTY- CA/SOLANO JS1945 USGS QUAD - BIRDS LANDING (1992) JS1945 JS1945 *CURRENT SURVEY CONTROL JS1945 ___________________________________________________________________ JS1945* NAD 83(1986)- 38 11 04. (N) 121 48 20. (W) SCALED JS1945* NAVD 88 - 27.68 (+/-2cm) 90.8 (feet) VERTCON JS1945 ___________________________________________________________________ JS1945 GEOID HEIGHT- -32.16 (meters) GEOID99 JS1945 JS1945 VERT ORDER - THIRD (See Below) JS1945 JS1945.The horizontal coordinates were scaled from a topographic map and have JS1945.an estimated accuracy of +/- 6 seconds. JS1945 JS1945.The NAVD 88 height was computed by applying the VERTCON shift value to JS1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1945.The vertical order pertains to the superseded datum. JS1945 JS1945.The geoid height was determined by GEOID99. JS1945 JS1945; North East Units Estimated Accuracy JS1945;SPC CA 2 - 557,500. 2,017,040. MT (+/- 180 meters Scaled) JS1945 JS1945 SUPERSEDED SURVEY CONTROL JS1945 JS1945 NGVD 29 - 26.92 (m) 88.3 (f) RESET 3 JS1945 JS1945.Superseded values are not recommended for survey control. JS1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1945.See file dsdata.txt to determine how the superseded data were derived. JS1945 JS1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH046269(NAD 83) JS1945_MARKER: DB = BENCH MARK DISK JS1945_SETTING: 36 = BRIDGE JS1945_STAMPING: A 568 RESET 1967 JS1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1945 JS1945 HISTORY - Date Condition Report By JS1945 HISTORY - 1967 MONUMENTED CGS JS1945 HISTORY - 1986 GOOD USPSQD JS1945 HISTORY - 1988 GOOD USPSQD JS1945 HISTORY - 1990 GOOD USPSQD JS1945 JS1945 STATION DESCRIPTION JS1945 JS1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JS1945'7.4 MI W FROM RIO VISTA. JS1945'7.3 MILES WEST ALONG STATE HIGHWAY 12 FROM THE NORTHWEST END OF JS1945'THE DRAWBRIDGE OVER THE SACRAMENTO RIVER AT RIO VISTA, THENCE JS1945'0.1 MILE NORTH ALONG STATE HIGHWAY 113, IN THE TOP AND 1.0 FOOT JS1945'NORTH OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL OF ROUND JS1945'HILL CREEK BRIDGE 23-38, 16 FEET EAST OF THE CENTER LINE OF THE JS1945'HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY. JS1945 JS1945 STATION RECOVERY (1986) JS1945 JS1945'RECOVERY NOTE BY US POWER SQUADRON 1986 (AEP) JS1945'RECOVERED IN GOOD CONDITION. JS1945 JS1945 STATION RECOVERY (1988) JS1945 JS1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM) JS1945'RECOVERED IN GOOD CONDITION. JS1945 JS1945 STATION RECOVERY (1990) JS1945 JS1945'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM) JS1945'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9604 *********************************************************************** JT9604 DESIGNATION - A 794 RESET JT9604 PID - JT9604 JT9604 STATE/COUNTY- CA/SOLANO JT9604 USGS QUAD - FAIRFIELD SOUTH (1980) JT9604 JT9604 *CURRENT SURVEY CONTROL JT9604 ___________________________________________________________________ JT9604* NAD 83(1986)- 38 14 36. (N) 122 00 37. (W) SCALED JT9604* NAVD 88 - 4.47 (+/-2cm) 14.7 (feet) VERTCON JT9604 ___________________________________________________________________ JT9604 GEOID HEIGHT- -31.81 (meters) GEOID99 JT9604 JT9604 VERT ORDER - THIRD (See Below) JT9604 JT9604.The horizontal coordinates were scaled from a topographic map and have JT9604.an estimated accuracy of +/- 6 seconds. JT9604 JT9604.The NAVD 88 height was computed by applying the VERTCON shift value to JT9604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT9604.The vertical order pertains to the superseded datum. JT9604 JT9604.The geoid height was determined by GEOID99. JT9604 JT9604; North East Units Estimated Accuracy JT9604;SPC CA 2 - 564,020. 1,999,100. MT (+/- 180 meters Scaled) JT9604 JT9604 SUPERSEDED SURVEY CONTROL JT9604 JT9604 NGVD 29 - 3.69 (m) 12.1 (f) RESET 3 JT9604 JT9604.Superseded values are not recommended for survey control. JT9604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9604.See file dsdata.txt to determine how the superseded data were derived. JT9604 JT9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH866332(NAD 83) JT9604_MARKER: DV = VERTICAL CONTROL DISK JT9604_SETTING: 36 = BRIDGE RAIL JT9604_STAMPING: A 794 RESET 1980 JT9604_MARK LOGO: NGS JT9604_MAGNETIC: N = NO MAGNETIC MATERIAL JT9604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9604 JT9604 HISTORY - Date Condition Report By JT9604 HISTORY - 1980 MONUMENTED CADT JT9604 JT9604 STATION DESCRIPTION JT9604 JT9604'DESCRIBED BY CALTRANS 1980 JT9604'1.8 MILES EAST ALONG STATE HIGHWAY 12 FROM THE COURTHOUSE IN FAIRFIELD JT9604'IN SEC 30 R1W T5N, IN BRIDGE NO. 17.23 OVER MCCOY CREEK, IN THE NORTH JT9604'BARRIER RAIL (4.3 FT WEST OF THE EAST END), 20.5 FT NORTH OF THE JT9604'CENTERLINE STRIPE OF THE HWY, AND ABOUT 2.5 FT ABOVE THE HIGHWAY EDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4831 *********************************************************************** JS4831 DESIGNATION - B 191 RESET JS4831 PID - JS4831 JS4831 STATE/COUNTY- CA/SOLANO JS4831 USGS QUAD - DENVERTON (1980) JS4831 JS4831 *CURRENT SURVEY CONTROL JS4831 ___________________________________________________________________ JS4831* NAD 83(1986)- 38 12 24. (N) 121 52 33. (W) SCALED JS4831* NAVD 88 - 35.67 (+/-2cm) 117.0 (feet) VERTCON JS4831 ___________________________________________________________________ JS4831 GEOID HEIGHT- -32.08 (meters) GEOID99 JS4831 JS4831 VERT ORDER - THIRD (See Below) JS4831 JS4831.The horizontal coordinates were scaled from a topographic map and have JS4831.an estimated accuracy of +/- 6 seconds. JS4831 JS4831.The NAVD 88 height was computed by applying the VERTCON shift value to JS4831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4831.The vertical order pertains to the superseded datum. JS4831 JS4831.The geoid height was determined by GEOID99. JS4831 JS4831; North East Units Estimated Accuracy JS4831;SPC CA 2 - 559,950. 2,010,880. MT (+/- 180 meters Scaled) JS4831 JS4831 SUPERSEDED SURVEY CONTROL JS4831 JS4831 NGVD 29 - 34.90 (m) 114.5 (f) RESET 3 JS4831 JS4831.Superseded values are not recommended for survey control. JS4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4831.See file dsdata.txt to determine how the superseded data were derived. JS4831 JS4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH984293(NAD 83) JS4831_MARKER: DV = VERTICAL CONTROL DISK JS4831_SETTING: 38 = BRIDGE ABUTMENT JS4831_STAMPING: B 191 RESET 1992 JS4831_MARK LOGO: NGS JS4831_MAGNETIC: N = NO MAGNETIC MATERIAL JS4831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4831 JS4831 HISTORY - Date Condition Report By JS4831 HISTORY - 1992 MONUMENTED CADT JS4831 JS4831 STATION DESCRIPTION JS4831 JS4831'DESCRIBED BY CALTRANS 1992 JS4831'10.5 MILES (16.9 KM) EAST ALONG STATE HIGHWAY 12 FROM THE COUNTY JS4831'COURTHOUSE IN FAIRFIELD, AT RIO VISTA JUNCTION, IN THE TOP OF THE JS4831'APPROXIMATE CENTER OF THE SOUTHEAST CONCRETE GUARD RAIL OF HIGHWAY JS4831'BRIDGE OVER THE SOUTHERN PACIFIC COMPANY RAILROAD, 21 FEET (6.4 M) JS4831'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET (5.5 M) WEST OF THE JS4831'EAST END OF THE SOUTHERLY CONCRETE RAILING AND 3.0 FEET (0.9 M) ABOVE JS4831'THE FLOOR OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2562 *********************************************************************** AH2562 DESIGNATION - D 467 RESET AH2562 PID - AH2562 AH2562 STATE/COUNTY- CA/SOLANO AH2562 USGS QUAD - BENICIA (1980) AH2562 AH2562 *CURRENT SURVEY CONTROL AH2562 ___________________________________________________________________ AH2562* NAD 83(1986)- 38 03 53. (N) 122 10 39. (W) SCALED AH2562* NAVD 88 - 19.83 (+/-2cm) 65.1 (feet) VERTCON AH2562 ___________________________________________________________________ AH2562 GEOID HEIGHT- -31.96 (meters) GEOID99 AH2562 AH2562 VERT ORDER - THIRD (See Below) AH2562 AH2562.The horizontal coordinates were scaled from a topographic map and have AH2562.an estimated accuracy of +/- 6 seconds. AH2562 AH2562.The NAVD 88 height was computed by applying the VERTCON shift value to AH2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2562.The vertical order pertains to the superseded datum. AH2562 AH2562.The geoid height was determined by GEOID99. AH2562 AH2562; North East Units Estimated Accuracy AH2562;SPC CA 2 - 544,200. 1,984,420. MT (+/- 180 meters Scaled) AH2562 AH2562 SUPERSEDED SURVEY CONTROL AH2562 AH2562 NGVD 29 - 19.01 (m) 62.4 (f) RESET 3 AH2562 AH2562.Superseded values are not recommended for survey control. AH2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2562.See file dsdata.txt to determine how the superseded data were derived. AH2562 AH2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH721133(NAD 83) AH2562_MARKER: DV = VERTICAL CONTROL DISK AH2562_SETTING: 80 = SET IN A BOULDER AH2562_STAMPING: D 467 RESET 1977 AH2562_MARK LOGO: NGS AH2562_PROJECTION: FLUSH AH2562_MAGNETIC: N = NO MAGNETIC MATERIAL AH2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2562+STABILITY: SURFACE MOTION AH2562 AH2562 HISTORY - Date Condition Report By AH2562 HISTORY - 1977 MONUMENTED NGS AH2562 HISTORY - 20020126 MARK NOT FOUND USPSQD AH2562 AH2562 STATION DESCRIPTION AH2562 AH2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH2562'0.3 MILE (0.5 KM) NORTHEAST ALONG FIRST STREET FROM THE BENICIA STATE AH2562'CAPITOL BUILDING AT BENICIA, THENCE 1.5 MILES (2.4 KM) NORTHWEST ALONG AH2562'MILITARY HIGHWAY, 0.05 MILE (0.08 KM) SOUTHEAST OF THE JUNCTION OF AH2562'13TH STREET LEADING SOUTHWEST, 31.5 FEET (9.6 M) SOUTHWEST OF THE AH2562'CENTERLINE OF THE HIGHWAY, 3.3 FEET (1.0 M) SOUTHEAST OF A POWER POLE, AH2562'ABOUT 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A AH2562'BOULDER FLUSH WITH THE GROUND. AH2562 AH2562 STATION RECOVERY (2002) AH2562 AH2562'RECOVERY NOTE BY US POWER SQUADRON 2002 (NWP) AH2562'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4355 *********************************************************************** AA4355 TIDAL BM - This is a Tidal Bench Mark. AA4355 DESIGNATION - D 906 RESET AA4355 PID - AA4355 AA4355 STATE/COUNTY- CA/SOLANO AA4355 USGS QUAD - RIO VISTA (1993) AA4355 AA4355 *CURRENT SURVEY CONTROL AA4355 ___________________________________________________________________ AA4355* NAD 83(1986)- 38 08 41. (N) 121 41 38. (W) SCALED AA4355* NAVD 88 - 4.82 (+/-2cm) 15.8 (feet) VERTCON AA4355 ___________________________________________________________________ AA4355 GEOID HEIGHT- -32.18 (meters) GEOID99 AA4355 AA4355 VERT ORDER - THIRD (See Below) AA4355 AA4355.The horizontal coordinates were scaled from a topographic map and have AA4355.an estimated accuracy of +/- 6 seconds. AA4355 AA4355.The NAVD 88 height was computed by applying the VERTCON shift value to AA4355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4355.The vertical order pertains to the superseded datum. AA4355 AA4355.This Tidal Bench Mark is designated as VM 11930 AA4355.by the Center for Operational Oceanographic Products and Services. AA4355 AA4355.The geoid height was determined by GEOID99. AA4355 AA4355; North East Units Estimated Accuracy AA4355;SPC CA 2 - 553,110. 2,026,840. MT (+/- 180 meters Scaled) AA4355 AA4355 SUPERSEDED SURVEY CONTROL AA4355 AA4355 NGVD 29 - 4.08 (m) 13.4 (f) RESET 3 AA4355 AA4355.Superseded values are not recommended for survey control. AA4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4355.See file dsdata.txt to determine how the superseded data were derived. AA4355 AA4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH144226(NAD 83) AA4355_MARKER: DV = VERTICAL CONTROL DISK AA4355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AA4355_STAMPING: D 906 1957 RESET 1978 AA4355_MARK LOGO: NOS AA4355_PROJECTION: FLUSH AA4355_MAGNETIC: N = NO MAGNETIC MATERIAL AA4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4355_ROD/PIPE-DEPTH: 6.40 meters AA4355 AA4355 HISTORY - Date Condition Report By AA4355 HISTORY - 1978 MONUMENTED NOS AA4355 AA4355 STATION DESCRIPTION AA4355 AA4355'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RAM) AA4355'0.5 MILE (0.8 KM) SOUTH ALONG SECOND STREET FROM THE POST OFFICE IN AA4355'RIO VISTA, THENCE 0.4 MILE (0.6 KM) SOUTH ALONG A PAVED COUNTY ROAD, AA4355'IN R3E T4N, AT THE US ARMY ENGINEERS DOCKYARD, AT BUILDING T-41, IN AA4355'THE SOUTHWEST CORNER OF A RECTANGULAR LAWN, 60.3 FEET (18.4 M) SOUTH AA4355'OF THE FLAGPOLE, 30.2 FEET (9.2 M) NORTHEAST OF THE NORTHEAST CORNER AA4355'OF THE BUILDING, 2.0 FEET (0.6 M) NORTHEAST OF THE SOUTHWEST CORNER OF AA4355'A CONCRETE CURB AROUND THE LAWN, ABOUT LEVEL WITH THE ASPHALT STREET AA4355'IN FRONT OF THE BUILDING, AND CLAMPED ON THE TOP OF A 5/8 INCH COPPER AA4355'COATED STEEL ROD PROJECTING 0.3 FOOT (9.1 CM) ABOVE THE GROUND. THE AA4355'TOP 2 FEET (0.6 M) OF THE ROD IS ENCASED IN A 4 INCH STOVEPIPE WHICH AA4355'IS ENCASED IN CONCRETE. THE ROD WAS DRIVEN 21 FEET (6.4 M) INTO THE AA4355'GROUND TO SUDDEN REFUSAL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1943 *********************************************************************** JS1943 DESIGNATION - H 585 RESET 1967 JS1943 PID - JS1943 JS1943 STATE/COUNTY- CA/SOLANO JS1943 USGS QUAD - BIRDS LANDING (1992) JS1943 JS1943 *CURRENT SURVEY CONTROL JS1943 ___________________________________________________________________ JS1943* NAD 83(1986)- 38 11 00. (N) 121 47 32. (W) SCALED JS1943* NAVD 88 - 39.34 (+/-2cm) 129.1 (feet) VERTCON JS1943 ___________________________________________________________________ JS1943 GEOID HEIGHT- -32.16 (meters) GEOID99 JS1943 JS1943 VERT ORDER - THIRD (See Below) JS1943 JS1943.The horizontal coordinates were scaled from a topographic map and have JS1943.an estimated accuracy of +/- 6 seconds. JS1943 JS1943.The NAVD 88 height was computed by applying the VERTCON shift value to JS1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1943.The vertical order pertains to the superseded datum. JS1943 JS1943.The geoid height was determined by GEOID99. JS1943 JS1943; North East Units Estimated Accuracy JS1943;SPC CA 2 - 557,380. 2,018,210. MT (+/- 180 meters Scaled) JS1943 JS1943 SUPERSEDED SURVEY CONTROL JS1943 JS1943 NGVD 29 - 38.58 (m) 126.6 (f) RESET 3 JS1943 JS1943.Superseded values are not recommended for survey control. JS1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1943.See file dsdata.txt to determine how the superseded data were derived. JS1943 JS1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH057268(NAD 83) JS1943_MARKER: DB = BENCH MARK DISK JS1943_SETTING: 30 = CULVERT JS1943_STAMPING: H 585 RESET 1967 JS1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS1943 JS1943 HISTORY - Date Condition Report By JS1943 HISTORY - 1967 MONUMENTED CGS JS1943 HISTORY - 1986 GOOD USPSQD JS1943 HISTORY - 1990 GOOD USPSQD JS1943 JS1943 STATION DESCRIPTION JS1943 JS1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JS1943'6.5 MI NW FROM RIO VISTA. JS1943'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE NORTHWEST JS1943'END OF THE RIO VISTA BRIDGE OVER THE SACRAMENTO RIVER AT RIO JS1943'VISTA, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE JS1943'SOUTH CONCRETE HEAD WALL OF CULVERT B-335-77, 27 FEET SOUTH OF JS1943'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE JS1943'HIGHWAY. JS1943 JS1943 STATION RECOVERY (1986) JS1943 JS1943'RECOVERY NOTE BY US POWER SQUADRON 1986 (AEP) JS1943'RECOVERED IN GOOD CONDITION. JS1943 JS1943 STATION RECOVERY (1990) JS1943 JS1943'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM) JS1943'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1949 *********************************************************************** JS1949 DESIGNATION - JJ 585 RESET 1967 JS1949 PID - JS1949 JS1949 STATE/COUNTY- CA/SOLANO JS1949 USGS QUAD - BIRDS LANDING (1992) JS1949 JS1949 *CURRENT SURVEY CONTROL JS1949 ___________________________________________________________________ JS1949* NAD 83(1986)- 38 11 01. (N) 121 49 55. (W) SCALED JS1949* NAVD 88 - 42.18 (+/-2cm) 138.4 (feet) VERTCON JS1949 ___________________________________________________________________ JS1949 GEOID HEIGHT- -32.15 (meters) GEOID99 JS1949 JS1949 VERT ORDER - THIRD (See Below) JS1949 JS1949.The horizontal coordinates were scaled from a topographic map and have JS1949.an estimated accuracy of +/- 6 seconds. JS1949 JS1949.The NAVD 88 height was computed by applying the VERTCON shift value to JS1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1949.The vertical order pertains to the superseded datum. JS1949 JS1949.The geoid height was determined by GEOID99. JS1949 JS1949; North East Units Estimated Accuracy JS1949;SPC CA 2 - 557,400. 2,014,720. MT (+/- 180 meters Scaled) JS1949 JS1949 SUPERSEDED SURVEY CONTROL JS1949 JS1949 NGVD 29 - 41.41 (m) 135.9 (f) RESET 3 JS1949 JS1949.Superseded values are not recommended for survey control. JS1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1949.See file dsdata.txt to determine how the superseded data were derived. JS1949 JS1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH022268(NAD 83) JS1949_MARKER: DB = BENCH MARK DISK JS1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1949_STAMPING: JJ 585 RESET 1967 JS1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1949+STABILITY: SURFACE MOTION JS1949 JS1949 HISTORY - Date Condition Report By JS1949 HISTORY - 1967 MONUMENTED CGS JS1949 JS1949 STATION DESCRIPTION JS1949 JS1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JS1949'8.7 MI W FROM RIO VISTA. JS1949'8.7 MILES WEST ALONG STATE HIGHWAY 12 FROM THE NORTHWEST END OF JS1949'THE DRAWBRIDGE OVER THE SACRAMENTO RIVER AT RIO VISTA, NEAR CULVERT JS1949'NO. B-221+45, AT THE JUNCTION OF A DIRT ROAD SOUTH, 95 FEET SOUTH JS1949'OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE JS1949'OF THE ROAD, 1 1/2 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, JS1949'1.5 FEET EAST OF A FENCE, 1.4 FEET WEST OF A WITNESS POST, ABOUT JS1949'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST JS1949'PROJECTING 0.4 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9606 *********************************************************************** JT9606 DESIGNATION - K 1197 RESET JT9606 PID - JT9606 JT9606 STATE/COUNTY- CA/SOLANO JT9606 USGS QUAD - FAIRFIELD SOUTH (1980) JT9606 JT9606 *CURRENT SURVEY CONTROL JT9606 ___________________________________________________________________ JT9606* NAD 83(1986)- 38 14 27. (N) 122 05 18. (W) SCALED JT9606* NAVD 88 - 20.51 (meters) 67.3 (feet) RESET JT9606 ___________________________________________________________________ JT9606 GEOID HEIGHT- -31.69 (meters) GEOID99 JT9606 JT9606 VERT ORDER - THIRD JT9606 JT9606.The horizontal coordinates were scaled from a topographic map and have JT9606.an estimated accuracy of +/- 6 seconds. JT9606 JT9606.The orthometric height was computed from unverified reset data. JT9606.No vertical observational check was made to the station. JT9606 JT9606.The geoid height was determined by GEOID99. JT9606 JT9606; North East Units Estimated Accuracy JT9606;SPC CA 2 - 563,740. 1,992,270. MT (+/- 180 meters Scaled) JT9606 JT9606 SUPERSEDED SURVEY CONTROL JT9606 JT9606 NGVD 29 - 19.72 (m) 64.7 (f) RESET 3 JT9606 JT9606.Superseded values are not recommended for survey control. JT9606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9606.See file dsdata.txt to determine how the superseded data were derived. JT9606 JT9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH797329(NAD 83) JT9606_MARKER: DV = VERTICAL CONTROL DISK JT9606_SETTING: 36 = BRIDGE RAIL JT9606_STAMPING: K 1197 RESET 1989 JT9606_MARK LOGO: NGS JT9606_MAGNETIC: N = NO MAGNETIC MATERIAL JT9606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9606 JT9606 HISTORY - Date Condition Report By JT9606 HISTORY - 1989 MONUMENTED CADT JT9606 JT9606 STATION DESCRIPTION JT9606 JT9606'DESCRIBED BY CALTRANS 1989 JT9606'1.7 MILES (2.7 KM) WEST ALONG TEXAS STREET FROM COURTHOUSE IN JT9606'FAIRFIELD, THENCE 1.2 MILES (1.9 KM) SOUTHWEST ALONG INTERSTATE JT9606'HIGHWAY 80, AT THE ABERNATHY LANE CROSSING OVER BRIDGE 23-141, IN THE JT9606'TOP PART OF BRIDGE RAIL AT THE SOUTHEASTERN CORNER, MILE POST 16.15 JT9606'AT INTERSTATE 80. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4847 *********************************************************************** AE4847 DESIGNATION - K 467 RESET AE4847 PID - AE4847 AE4847 STATE/COUNTY- CA/SOLANO AE4847 USGS QUAD - BENICIA (1980) AE4847 AE4847 *CURRENT SURVEY CONTROL AE4847 ___________________________________________________________________ AE4847* NAD 83(1986)- 38 04 30. (N) 122 13 52. (W) SCALED AE4847* NAVD 88 - 32.68 (+/-2cm) 107.2 (feet) VERTCON AE4847 ___________________________________________________________________ AE4847 GEOID HEIGHT- -32.00 (meters) GEOID99 AE4847 AE4847 VERT ORDER - THIRD (See Below) AE4847 AE4847.The horizontal coordinates were scaled from a topographic map and have AE4847.an estimated accuracy of +/- 6 seconds. AE4847 AE4847.The NAVD 88 height was computed by applying the VERTCON shift value to AE4847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE4847.The vertical order pertains to the superseded datum. AE4847 AE4847.The geoid height was determined by GEOID99. AE4847 AE4847; North East Units Estimated Accuracy AE4847;SPC CA 2 - 545,360. 1,979,720. MT (+/- 180 meters Scaled) AE4847 AE4847 SUPERSEDED SURVEY CONTROL AE4847 AE4847 NGVD 29 - 31.87 (m) 104.6 (f) RESET 3 AE4847 AE4847.Superseded values are not recommended for survey control. AE4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE4847.See file dsdata.txt to determine how the superseded data were derived. AE4847 AE4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH674144(NAD 83) AE4847_MARKER: DV = VERTICAL CONTROL DISK AE4847_SETTING: 36 = BRIDGE WALL AE4847_STAMPING: K 467 RESET 1994 AE4847_MARK LOGO: NGS AE4847_MAGNETIC: N = NO MAGNETIC MATERIAL AE4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE4847 AE4847 HISTORY - Date Condition Report By AE4847 HISTORY - 1997 MONUMENTED CADT AE4847 AE4847 STATION DESCRIPTION AE4847 AE4847'DESCRIBED BY CALTRANS 1997 (PDG) AE4847'IN VALLEJO, 1.4 MILES (2.3 KM) SOUTH ALONG US HIGHWAY 80 FROM THE AE4847'INTERSECTION OF BENICIA ROAD, AT CONCRETE OVERCROSSING 23-87 OVER AE4847'STATE HIGHWAY 29, SET IN BRIDGE WALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1952 *********************************************************************** JS1952 DESIGNATION - K 585 RESET 1967 JS1952 PID - JS1952 JS1952 STATE/COUNTY- CA/SOLANO JS1952 USGS QUAD - BIRDS LANDING (1992) JS1952 JS1952 *CURRENT SURVEY CONTROL JS1952 ___________________________________________________________________ JS1952* NAD 83(1986)- 38 11 34. (N) 121 51 39. (W) SCALED JS1952* NAVD 88 - 39.55 (+/-2cm) 129.8 (feet) VERTCON JS1952 ___________________________________________________________________ JS1952 GEOID HEIGHT- -32.11 (meters) GEOID99 JS1952 JS1952 VERT ORDER - THIRD (See Below) JS1952 JS1952.The horizontal coordinates were scaled from a topographic map and have JS1952.an estimated accuracy of +/- 6 seconds. JS1952 JS1952.The NAVD 88 height was computed by applying the VERTCON shift value to JS1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1952.The vertical order pertains to the superseded datum. JS1952 JS1952.The geoid height was determined by GEOID99. JS1952 JS1952; North East Units Estimated Accuracy JS1952;SPC CA 2 - 558,410. 2,012,190. MT (+/- 180 meters Scaled) JS1952 JS1952 SUPERSEDED SURVEY CONTROL JS1952 JS1952 NGVD 29 - 38.78 (m) 127.2 (f) RESET 3 JS1952 JS1952.Superseded values are not recommended for survey control. JS1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1952.See file dsdata.txt to determine how the superseded data were derived. JS1952 JS1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH997278(NAD 83) JS1952_MARKER: DB = BENCH MARK DISK JS1952_SETTING: 36 = UNDERPASS JS1952_STAMPING: K 585 RESET 1967 JS1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1952 JS1952 HISTORY - Date Condition Report By JS1952 HISTORY - 1967 MONUMENTED CGS JS1952 HISTORY - 1986 GOOD USPSQD JS1952 JS1952 STATION DESCRIPTION JS1952 JS1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JS1952'11.7 MI E FROM FAIRFIELD. JS1952'11.7 MILES EAST ALONG STATE HIGHWAY FROM THE COURTHOUSE AT JS1952'FAIRFIELD, 10.5 MILES WEST OF RIO VISTA, IN THE TOP OF THE JS1952'WEST END OF THE SOUTH CONCRETE HEAD WALL OF STOCK UNDERPASS JS1952'NO. 128+70, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, JS1952'AND ABOUT LEVEL WITH THE HIGHWAY. JS1952 JS1952 STATION RECOVERY (1986) JS1952 JS1952'RECOVERY NOTE BY US POWER SQUADRON 1986 (AEP) JS1952'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4357 *********************************************************************** AA4357 DESIGNATION - L 969 RESET AA4357 PID - AA4357 AA4357 STATE/COUNTY- CA/SOLANO AA4357 USGS QUAD - RIO VISTA (1993) AA4357 AA4357 *CURRENT SURVEY CONTROL AA4357 ___________________________________________________________________ AA4357* NAD 83(1986)- 38 10 13. (N) 121 41 16. (W) SCALED AA4357* NAVD 88 - 12.29 (+/-2cm) 40.3 (feet) VERTCON AA4357 ___________________________________________________________________ AA4357 GEOID HEIGHT- -32.13 (meters) GEOID99 AA4357 AA4357 VERT ORDER - THIRD (See Below) AA4357 AA4357.The horizontal coordinates were scaled from a topographic map and have AA4357.an estimated accuracy of +/- 6 seconds. AA4357 AA4357.The NAVD 88 height was computed by applying the VERTCON shift value to AA4357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4357.The vertical order pertains to the superseded datum. AA4357 AA4357.The geoid height was determined by GEOID99. AA4357 AA4357; North East Units Estimated Accuracy AA4357;SPC CA 2 - 555,950. 2,027,360. MT (+/- 180 meters Scaled) AA4357 AA4357 SUPERSEDED SURVEY CONTROL AA4357 AA4357 NGVD 29 - 11.55 (m) 37.9 (f) RESET 3 AA4357 AA4357.Superseded values are not recommended for survey control. AA4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4357.See file dsdata.txt to determine how the superseded data were derived. AA4357 AA4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH149255(NAD 83) AA4357_MARKER: DV = VERTICAL CONTROL DISK AA4357_SETTING: 31 = GAS PUMP ISLAND AA4357_STAMPING: L 969 RESET 1979 AA4357_MARK LOGO: NGS AA4357_MAGNETIC: N = NO MAGNETIC MATERIAL AA4357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA4357 AA4357 HISTORY - Date Condition Report By AA4357 HISTORY - 1979 MONUMENTED NGS AA4357 AA4357 STATION DESCRIPTION AA4357 AA4357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) AA4357'0.7 MILE (1.1 KM) NORTHEAST ALONG STATE HIGHWAY 84 FROM THE WEST END AA4357'OF THE SACRAMENTO RIVER DRAWBRIDGE IN RIO VISTA, THENCE 0.2 MILE (0.3 AA4357'KM) NORTHWEST ALONG AIRPORT ROAD, AT THE RIO VISTA MUNICIPAL AIRPORT, AA4357'IN THE TOP OF THE 12 BY 18 FOOT (5.5 M) CONCRETE GAS PUMP ISLAND, 324 AA4357'FEET (98.8 M) SOUTH OF THE CENTER OF THE EAST-WEST RUNWAY, 83.7 FEET AA4357'(25.5 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE AIRPORT OFFICE AA4357'BUILDING, 0.6 FEET (18.3 CM) WEST OF THE EAST EDGE OF THE ISLAND AND AA4357'0.5 FEET (15.2 CM) ABOVE THE SURROUNDING ASPHALT PAVEMENT, AND 2.5 AA4357'FEET (0.8 M) LOWER THAN THE RUNWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT0203 *********************************************************************** JT0203 DESIGNATION - R 789 RESET 1970 JT0203 PID - JT0203 JT0203 STATE/COUNTY- CA/SOLANO JT0203 USGS QUAD - FAIRFIELD SOUTH (1980) JT0203 JT0203 *CURRENT SURVEY CONTROL JT0203 ___________________________________________________________________ JT0203* NAD 83(1986)- 38 14 55. (N) 122 02 57. (W) SCALED JT0203* NAVD 88 - 6.21 (meters) 20.4 (feet) RESET JT0203 ___________________________________________________________________ JT0203 GEOID HEIGHT- -31.73 (meters) GEOID99 JT0203 JT0203 VERT ORDER - THIRD JT0203 JT0203.The horizontal coordinates were scaled from a topographic map and have JT0203.an estimated accuracy of +/- 6 seconds. JT0203 JT0203.The orthometric height was computed from unverified reset data. JT0203 JT0203.The geoid height was determined by GEOID99. JT0203 JT0203; North East Units Estimated Accuracy JT0203;SPC CA 2 - 564,600. 1,995,700. MT (+/- 180 meters Scaled) JT0203 JT0203 SUPERSEDED SURVEY CONTROL JT0203 JT0203 NGVD 29 - 5.42 (m) 17.8 (f) RESET 3 JT0203 JT0203.Superseded values are not recommended for survey control. JT0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0203.See file dsdata.txt to determine how the superseded data were derived. JT0203 JT0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH831338(NAD 83) JT0203_MARKER: DB = BENCH MARK DISK JT0203_SETTING: 36 = LIGHT STANDARD BASE JT0203_STAMPING: R 789 RESET 1970 JT0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT0203 JT0203 HISTORY - Date Condition Report By JT0203 HISTORY - 1970 MONUMENTED NGS JT0203 HISTORY - 1990 GOOD USPSQD JT0203 JT0203 STATION DESCRIPTION JT0203 JT0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JT0203'AT FAIRFIELD. JT0203'AT FAIRFIELD, 0.6 MILE WEST ALONG TEXAS STREET FROM THE SOLANO JT0203'COUNTY COURTHOUSE, AT THE SOUTHEAST CORNER OF PENNSYLVANIA JT0203'AVENUE AND TEXAS STREET, AT A MOBIL SERVICE STATION, SET IN JT0203'THE TOP OF AN 18-INCH CYLINDRICAL CONCRETE BASE FOR A LIGHT JT0203'STANDARD, IN A RAISED PLANTER BOX AT THE EAST SIDE OF THE JT0203'STATION, 153.3 FEET EAST OF THE EXTENDED EAST CURB OF JT0203'PENNSYLVANIA AVENUE, 168 FEET SOUTH OF THE SOUTH CURB OF TEXAS JT0203'STREET, 2.4 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE JT0203'PLANTER BOX, 1.6 FEET ABOVE THE SIDEWALK, AND FLUSH WITH THE JT0203'SOIL IN THE PLANTER BOX. JT0203 JT0203 STATION RECOVERY (1990) JT0203 JT0203'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM) JT0203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4811 *********************************************************************** JS4811 DESIGNATION - R 842 RESET JS4811 PID - JS4811 JS4811 STATE/COUNTY- CA/SOLANO JS4811 USGS QUAD - ALLENDALE (1978) JS4811 JS4811 *CURRENT SURVEY CONTROL JS4811 ___________________________________________________________________ JS4811* NAD 83(1986)- 38 24 41. (N) 121 58 14. (W) SCALED JS4811* NAVD 88 - 44.87 (+/-2cm) 147.2 (feet) VERTCON JS4811 ___________________________________________________________________ JS4811 GEOID HEIGHT- -31.46 (meters) GEOID99 JS4811 JS4811 VERT ORDER - THIRD (See Below) JS4811 JS4811.The horizontal coordinates were scaled from a topographic map and have JS4811.an estimated accuracy of +/- 6 seconds. JS4811 JS4811.The NAVD 88 height was computed by applying the VERTCON shift value to JS4811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4811.The vertical order pertains to the superseded datum. JS4811 JS4811.The geoid height was determined by GEOID99. JS4811 JS4811; North East Units Estimated Accuracy JS4811;SPC CA 2 - 582,670. 2,002,570. MT (+/- 180 meters Scaled) JS4811 JS4811 SUPERSEDED SURVEY CONTROL JS4811 JS4811 NGVD 29 - 44.07 (m) 144.6 (f) RESET 3 JS4811 JS4811.Superseded values are not recommended for survey control. JS4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4811.See file dsdata.txt to determine how the superseded data were derived. JS4811 JS4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH898519(NAD 83) JS4811_MARKER: DV = VERTICAL CONTROL DISK JS4811_SETTING: 32 = HEADWALL JS4811_STAMPING: R 842 RESET 1990 JS4811_MARK LOGO: NGS JS4811_MAGNETIC: N = NO MAGNETIC MATERIAL JS4811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4811+STABILITY: SURFACE MOTION JS4811 JS4811 HISTORY - Date Condition Report By JS4811 HISTORY - 1990 MONUMENTED CADT JS4811 JS4811 STATION DESCRIPTION JS4811 JS4811'DESCRIBED BY CALTRANS 1990 JS4811'STARTING AT THE INTERSECTION OF INTERSTATES 80 AND 505 THENCE 3.00 JS4811'MILES (4.83 KM) NORTH ALONG INTERSTATE 505 TO MIDWAY ROAD THENCE WEST JS4811'ON MIDWAY ROAD 1.30 MILES (2.09 KM) TO TIMM ROAD THENCE SOUTH ON TIMM JS4811'ROAD 0.10 MILE (0.16 KM) TO CANTELOW ROAD THENCE WEST ON CANTELOW JS4811'ROAD 0.15 MILE (0.24 KM) TO BROWNS VALLEY ROAD THENCE SOUTH ON BROWNS JS4811'VALLEY ROAD 0.25 MILE (0.40 KM) TO A HEADWALL FOR 108 C M P ON JS4811'WESTSIDE OF THE ROAD. 31.1 FEET (9.5 M) WEST OF THE CENTERLINE OF JS4811'THE ROAD, SET ON THE TOP AT CENTER OF HEADWALL ANGLE POINT WHICH IS JS4811'19.1 FEET (5.8 M) FROM THE SOUTHEND OF HEADWALL AND 26.8 FEET (8.2 M) JS4811'FROM THE NORTHEND OF HEADWALL, 61.3 FEET (18.7 M) FROM THE NORTHWEST JS4811'CORNER OF SPILLWAY AND 60.2 FEET (18.3 M) FROM THE SOUTHWEST CORNER JS4811'OF SPILLWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1613 *********************************************************************** JS1613 DESIGNATION - X 128 RESET JS1613 PID - JS1613 JS1613 STATE/COUNTY- CA/SOLANO JS1613 USGS QUAD - DIXON (1981) JS1613 JS1613 *CURRENT SURVEY CONTROL JS1613 ___________________________________________________________________ JS1613* NAD 83(1992)- 38 25 00.52423(N) 121 52 24.84704(W) ADJUSTED JS1613* NAVD 88 - 21.09 (meters) 69.2 (feet) RESET JS1613 ___________________________________________________________________ JS1613 EPOCH DATE - 1997.30 JS1613 X - -2,642,241.978 (meters) COMP JS1613 Y - -4,249,307.462 (meters) COMP JS1613 Z - 3,941,791.794 (meters) COMP JS1613 LAPLACE CORR- -1.88 (seconds) DEFLEC99 JS1613 ELLIP HEIGHT- -10.65 (meters) GPS OBS JS1613 GEOID HEIGHT- -31.64 (meters) GEOID99 JS1613 JS1613 HORZ ORDER - FIRST JS1613 VERT ORDER - THIRD JS1613 ELLP ORDER - FOURTH CLASS I JS1613 JS1613.The horizontal coordinates were established by GPS observations JS1613.and adjusted by the National Geodetic Survey in July 1998. JS1613.The horizontal coordinates are valid at the epoch date displayed above. JS1613.The epoch date for horizontal control is a decimal equivalence JS1613.of Year/Month/Day. JS1613 JS1613.The orthometric height was computed from unverified reset data. JS1613.WARNING-GPS observations at this control monument resulted in a GPS JS1613.derived orthometric height which differed from the leveled height by JS1613.more than one decimeter (0.1 meter). JS1613 JS1613.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1613 JS1613.The Laplace correction was computed from DEFLEC99 derived deflections. JS1613 JS1613.The ellipsoidal height was determined by GPS observations JS1613.and is referenced to NAD 83. JS1613 JS1613.The geoid height was determined by GEOID99. JS1613 JS1613; North East Units Scale Converg. JS1613;SPC CA 2 - 583,278.947 2,011,041.431 MT 0.99998212 +0 04 47.0 JS1613;SPC CA 2 - 1,913,641.01 6,597,891.76 sFT 0.99998212 +0 04 47.0 JS1613;UTM 10 - 4,252,663.551 598,336.745 MT 0.99971909 +0 41 60.0 JS1613 JS1613 SUPERSEDED SURVEY CONTROL JS1613 JS1613 NAD 83(1992)- 38 25 00.52395(N) 121 52 24.84759(W) AD(1997.30) 1 JS1613 ELLIP HT - -10.55 (m) GP(1997.30) 3 1 JS1613 NAD 83(1992)- 38 25 00.52107(N) 121 52 24.84320(W) AD(1991.35) 1 JS1613 ELLIP HT - -10.50 (m) GP(1991.35) 4 2 JS1613 NAD 83(1992)- 38 25 00.52069(N) 121 52 24.84245(W) AD(1991.35) 1 JS1613 ELLIP HT - -10.47 (m) GP(1991.35) 4 1 JS1613 NGVD 29 - 20.30 (m) 66.6 (f) RESET 3 JS1613 JS1613.Superseded values are not recommended for survey control. JS1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1613.See file dsdata.txt to determine how the superseded data were derived. JS1613 JS1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9833752664(NAD 83) JS1613_MARKER: DB = BENCH MARK DISK JS1613_SETTING: 34 = BRIDGE WINGWALL JS1613_STAMPING: X 128 RESET 1971 JS1613_MARK LOGO: NGS JS1613_MAGNETIC: N = NO MAGNETIC MATERIAL JS1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1613+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2000 JS1613 JS1613 HISTORY - Date Condition Report By JS1613 HISTORY - 1971 MONUMENTED CGS JS1613 HISTORY - 1988 GOOD USPSQD JS1613 HISTORY - 1988 GOOD USPSQD JS1613 HISTORY - 19890320 GOOD CADWR JS1613 HISTORY - 19931201 GOOD CADT JS1613 HISTORY - 19960514 GOOD CADT JS1613 HISTORY - 19970716 GOOD NGS JS1613 HISTORY - 20001004 GOOD CADT JS1613 JS1613 STATION DESCRIPTION JS1613 JS1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 JS1613'3.8 MI SW FROM DIXON. JS1613'2.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS1613'FROM THE STATION AT DIXON, THENCE 1.2 MILES WEST ALONG MIDWAY JS1613'ROAD, IN THE TOP OF THE WEST CONCRETE ABUTMENT OF A CONCRETE JS1613'BRIDGE OVER MC CUNE CREEK, 24.9 FEET EAST OF TELEPHONE POLE JS1613'26 N/7, 21.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5.2 FEET JS1613'NORTH-NORTHEAST OF THE SOUTH END OF THE ABUTMENT, 1.0 FOOT SOUTH JS1613'OF A METAL GUARD RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD. JS1613 JS1613 STATION RECOVERY (1988) JS1613 JS1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM) JS1613'RECOVERED IN GOOD CONDITION. JS1613 JS1613 STATION RECOVERY (1988) JS1613 JS1613'RECOVERY NOTE BY US POWER SQUADRON 1988 (RFB) JS1613'RECOVERED IN GOOD CONDITION. JS1613 JS1613 STATION RECOVERY (1989) JS1613 JS1613'RECOVERY NOTE BY CA DEPT OF WATER RES 1989 JS1613'RECOVERED IN GOOD CONDITION. JS1613 JS1613 STATION RECOVERY (1993) JS1613 JS1613'RECOVERY NOTE BY CALTRANS 1993 (JCB) JS1613'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1613'STATION IS LOCATED ON THE SOUTH SIDE OF MIDWAY ROAD, ABOUT 8 MI (12.9 JS1613'KM) NORTHEAST OF VACAVILLE AND 3.5 MI (5.6 KM) SOUTHWEST OF DIXON. TO JS1613'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 80 AND 505 JS1613'IN VACAVILLE, GO EAST ON INTERSTATE HIGHWAY 80 FOR 4.2 MI (6.8 KM) TO JS1613'THE MIDWAY AND LEWIS ROADS OFF-RAMP. TAKE THE OFF-RAMP NORTHEAST FOR JS1613'0.3 MI (0.5 KM) TO THE POINT WHERE THE OFF-RAMP MERGES WITH EAST-BOUND JS1613'MIDWAY ROAD. CONTINUE NORTHEAST THEN EAST ON MIDWAY ROAD FOR 1.2 MI JS1613'(1.9 KM) TO A CONCRETE BRIDGE OVER MCCUNE CREEK AND THE STATION ON THE JS1613'RIGHT IN THE WINGWALL AT THE SOUTHWEST CORNER OF THE BRIDGE. THE JS1613'STATION IS ABOUT 100 FT (30.5 M) EAST-SOUTHEAST OF AND ACROSS MIDWAY JS1613'ROAD FROM A POWER POLE, 39.0 FT (11.9 M) NORTHEAST OF THE NORTHEAST JS1613'CORNER OF A CONCRETE SPILLWAY WITH A USGS PLUG STAMPED X128 USGS IN JS1613'THE TOP OF THE NORTHEAST CORNER OF THE SPILLWAY, 21.3 FT (6.5 M) SOUTH JS1613'OF THE CENTERLINE OF MIDWAY ROAD AND 1.3 FT (0.4 M) SOUTH OF THE SOUTH JS1613'EDGE OF THE BRIDGE. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA JS1613'HPGN DENSIFICATION SURVEY. JS1613 JS1613 STATION RECOVERY (1996) JS1613 JS1613'RECOVERY NOTE BY CALTRANS 1996 (JDD) JS1613'RECOVERED AS DESCRIBED. JS1613 JS1613 STATION RECOVERY (1997) JS1613 JS1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JS1613'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN JS1613'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1613 JS1613 STATION RECOVERY (2000) JS1613 JS1613'RECOVERY NOTE BY CALTRANS 2000 (JRL) JS1613'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1934 *********************************************************************** JS1934 DESIGNATION - X 190 RESET 1973 JS1934 PID - JS1934 JS1934 STATE/COUNTY- CA/SOLANO JS1934 USGS QUAD - RIO VISTA (1993) JS1934 JS1934 *CURRENT SURVEY CONTROL JS1934 ___________________________________________________________________ JS1934* NAD 83(1986)- 38 10 59. (N) 121 44 29. (W) SCALED JS1934* NAVD 88 - 24.84 (+/-2cm) 81.5 (feet) VERTCON JS1934 ___________________________________________________________________ JS1934 GEOID HEIGHT- -32.16 (meters) GEOID99 JS1934 JS1934 VERT ORDER - THIRD (See Below) JS1934 JS1934.The horizontal coordinates were scaled from a topographic map and have JS1934.an estimated accuracy of +/- 6 seconds. JS1934 JS1934.The NAVD 88 height was computed by applying the VERTCON shift value to JS1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1934.The vertical order pertains to the superseded datum. JS1934 JS1934.The geoid height was determined by GEOID99. JS1934 JS1934; North East Units Estimated Accuracy JS1934;SPC CA 2 - 557,360. 2,022,660. MT (+/- 180 meters Scaled) JS1934 JS1934 SUPERSEDED SURVEY CONTROL JS1934 JS1934 NGVD 29 - 24.09 (m) 79.0 (f) RESET 3 JS1934 JS1934.Superseded values are not recommended for survey control. JS1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1934.See file dsdata.txt to determine how the superseded data were derived. JS1934 JS1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH102268(NAD 83) JS1934_MARKER: DB = BENCH MARK DISK JS1934_SETTING: 30 = CONCRETE JS1934_STAMPING: X 190 RESET 1973 JS1934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS1934 JS1934 HISTORY - Date Condition Report By JS1934 HISTORY - 1973 MONUMENTED CADT JS1934 JS1934 STATION DESCRIPTION JS1934 JS1934'DESCRIBED BY CALTRANS 1973 JS1934'3.7 MI NW FROM RIO VISTA. JS1934'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 12 FROM THE NORTHWEST JS1934'END OF RIO VISTA BRIDGE OVER THE SACRAMENTO RIVER AT RIO VISTA, JS1934'IN R2E, T4N, IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF JS1934'SECTION 22, 0.15 MILE SOUTH OF A PACIFIC GAS AND ELECTRIC CO., JS1934'PUMP STATION, ABOUT 200 FEET EAST OF THE SUMMIT OF A GRADE, JS1934'ON THE EAST SIDE OF A PAVED COUNTRY ROAD (AZEVEDO ROAD) 33.5 JS1934'FEET FROM THE COUNTY ROAD CENTER LINE AND 86.0 FEET SOUTH OF THE JS1934'STATE HIGHWAY 12 CENTER LINE, AND SET IN CONCRETE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT0212 *********************************************************************** JT0212 DESIGNATION - Y 968 RESET 1971 JT0212 PID - JT0212 JT0212 STATE/COUNTY- CA/SOLANO JT0212 USGS QUAD - FAIRFIELD NORTH (1980) JT0212 JT0212 *CURRENT SURVEY CONTROL JT0212 ___________________________________________________________________ JT0212* NAD 83(1986)- 38 16 26. (N) 122 02 03. (W) SCALED JT0212* NAVD 88 - 19.28 (meters) 63.3 (feet) RESET JT0212 ___________________________________________________________________ JT0212 GEOID HEIGHT- -31.67 (meters) GEOID99 JT0212 JT0212 VERT ORDER - THIRD JT0212 JT0212.The horizontal coordinates were scaled from a topographic map and have JT0212.an estimated accuracy of +/- 6 seconds. JT0212 JT0212.The orthometric height was computed from unverified reset data. JT0212 JT0212.The geoid height was determined by GEOID99. JT0212 JT0212; North East Units Estimated Accuracy JT0212;SPC CA 2 - 567,410. 1,997,010. MT (+/- 180 meters Scaled) JT0212 JT0212 SUPERSEDED SURVEY CONTROL JT0212 JT0212 NGVD 29 - 18.49 (m) 60.7 (f) RESET 3 JT0212 JT0212.Superseded values are not recommended for survey control. JT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0212.See file dsdata.txt to determine how the superseded data were derived. JT0212 JT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH844366(NAD 83) JT0212_MARKER: DB = BENCH MARK DISK JT0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT0212_STAMPING: Y 968 RESET 1971 JT0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT0212+STABILITY: SURFACE MOTION JT0212 JT0212 HISTORY - Date Condition Report By JT0212 HISTORY - 1971 MONUMENTED NGS JT0212 HISTORY - 1988 GOOD USPSQD JT0212 HISTORY - 1990 GOOD USPSQD JT0212 JT0212 STATION DESCRIPTION JT0212 JT0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JT0212'1.9 MI N FROM FAIRFIELD. JT0212'1.9 MILES NORTH ALONG NORTH TEXAS STREET FROM THE SOLANO COUNTY JT0212'COURTHOUSE AT FAIRFIELD, 0.1 MILE NORTH OF THE JUNCTION OF AIR JT0212'BASE PARKWAY, IN A PLANTER STRIP BETWEEN A CONCRETE SIDEWALK AND JT0212'AN ASPHALTED PARKING AREA ON THE WEST SIDE OF NORTH TEXAS JT0212'STREET, 88.5 FEET SOUTH OF THE CENTER OF AN ENTRANCE ROAD TO A JT0212'SHOPPING CENTER, 47.0 FEET WEST OF THE CENTERLINE OF NORTH JT0212'TEXAS STREET, 15.4 FEET SOUTH OF A 16-INCH OLIVE TREE, 3.0 FEET JT0212'NORTHEAST OF A METAL LIGHT POLE ON A CONCRETE BASE, 1.2 FEET JT0212'EAST OF A CONCRETE WHEEL GUARD AND SET IN THE TOP OF A CONCRETE JT0212'POST FLUSH WITH THE GROUND. JT0212 JT0212 STATION RECOVERY (1988) JT0212 JT0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM) JT0212'RECOVERED IN GOOD CONDITION. JT0212 JT0212 STATION RECOVERY (1990) JT0212 JT0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM) JT0212'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT0195 *********************************************************************** JT0195 DESIGNATION - Z 968 RESET 1974 JT0195 PID - JT0195 JT0195 STATE/COUNTY- CA/SOLANO JT0195 USGS QUAD - FAIRFIELD SOUTH (1980) JT0195 JT0195 *CURRENT SURVEY CONTROL JT0195 ___________________________________________________________________ JT0195* NAD 83(1986)- 38 14 44. (N) 122 04 38. (W) SCALED JT0195* NAVD 88 - 10.49 (meters) 34.4 (feet) RESET JT0195 ___________________________________________________________________ JT0195 GEOID HEIGHT- -31.69 (meters) GEOID99 JT0195 JT0195 VERT ORDER - THIRD JT0195 JT0195.The horizontal coordinates were scaled from a topographic map and have JT0195.an estimated accuracy of +/- 6 seconds. JT0195 JT0195.The orthometric height was computed from unverified reset data. JT0195.No vertical observational check was made to the station. JT0195 JT0195.The geoid height was determined by GEOID99. JT0195 JT0195; North East Units Estimated Accuracy JT0195;SPC CA 2 - 564,260. 1,993,240. MT (+/- 180 meters Scaled) JT0195 JT0195 SUPERSEDED SURVEY CONTROL JT0195 JT0195 NGVD 29 - 9.70 (m) 31.8 (f) RESET 3 JT0195 JT0195.Superseded values are not recommended for survey control. JT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0195.See file dsdata.txt to determine how the superseded data were derived. JT0195 JT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH807334(NAD 83) JT0195_MARKER: DB = BENCH MARK DISK JT0195_SETTING: 30 = SIGN POST BASE JT0195_STAMPING: Z 968 RESET 1974 JT0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JT0195 JT0195 HISTORY - Date Condition Report By JT0195 HISTORY - 1974 MONUMENTED NGS JT0195 HISTORY - 1990 GOOD USPSQD JT0195 JT0195 STATION DESCRIPTION JT0195 JT0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JT0195'2.2 MI SW FROM FAIRFIELD. JT0195'1.7 MILES WEST ALONG TEXAS STREET FROM THE SOLANO COUNTY COURTHOUSE JT0195'AT FAIRFIELD, THENCE 0.5 MILE SOUTHWEST ALONG MAGELLAN ROAD, AT A JT0195'SHELL SERVICE STATION ON THE SOUTHEAST SIDE OF THE ROAD, SET IN JT0195'THE TOP OF A 3-1/2 X 22-FOOT CONCRETE BASE FOR TWO TALL, TAPERED JT0195'METAL POSTS SUPPORTING A SHELL SIGN AT THE NORTHEAST EDGE OF THE JT0195'STATION, 108 FEET SOUTHEAST OF A CHAIN-LINK FENCE BETWEEN JT0195'MAGELLAN ROAD AND INTERSTATE HIGHWAY 80, 5.1 FEET SOUTHEAST OF JT0195'THE WEST CORNER OF THE CONCRETE BASE, 2.0 FEET SOUTH OF THE CENTER JT0195'OF THE NORTHWEST ONE OF THE TWO POSTS, ABOUT THE SAME ELEVATION JT0195'AS THE ROAD, AND 0.8 FOOT ABOVE THE ASPHALT PAVEMENT OF THE JT0195'SERVICE STATION. Z 968 WAS RECOVERED IN GOOD CONDITION BUT JT0195'WAS DESTROYED AFTER LEVELS WERE RUN TO THE RESET MARK. JT0195 JT0195 STATION RECOVERY (1990) JT0195 JT0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (CHM) JT0195'RECOVERED IN GOOD CONDITION.