1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1415 *********************************************************************** HS1415 DESIGNATION - 797 CAHD HS1415 PID - HS1415 HS1415 STATE/COUNTY- CA/MERCED HS1415 USGS QUAD - SANTA RITA BRIDGE (1977) HS1415 HS1415 *CURRENT SURVEY CONTROL HS1415 ___________________________________________________________________ HS1415* NAD 83(1986)- 37 02 52. (N) 120 37 29. (W) SCALED HS1415* NAVD 88 - 34.58 (+/-2cm) 113.5 (feet) VERTCON HS1415 ___________________________________________________________________ HS1415 GEOID HEIGHT- -33.06 (meters) GEOID03 HS1415 HS1415 VERT ORDER - THIRD (See Below) HS1415 HS1415.The horizontal coordinates were scaled from a topographic map and have HS1415.an estimated accuracy of +/- 6 seconds. HS1415 HS1415.The NAVD 88 height was computed by applying the VERTCON shift value to HS1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1415.The vertical order pertains to the NGVD 29 superseded value. HS1415 HS1415.The geoid height was determined by GEOID03. HS1415 HS1415; North East Units Estimated Accuracy HS1415;SPC CA 3 - 560,800. 1,988,910. MT (+/- 180 meters Scaled) HS1415 HS1415 SUPERSEDED SURVEY CONTROL HS1415 HS1415 NGVD 29 (??/??/??) 33.88 (m) 111.2 (f) RESET 3 HS1415 HS1415.Superseded values are not recommended for survey control. HS1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1415.See file dsdata.txt to determine how the superseded data were derived. HS1415 HS1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG112028(NAD 83) HS1415_MARKER: DB = BENCH MARK DISK HS1415_SETTING: 30 = SET IN A LIGHT STRUCTURE HS1415_SP_SET: CULVERT HS1415_STAMPING: 797 HS1415_MARK LOGO: CADH HS1415_MAGNETIC: N = NO MAGNETIC MATERIAL HS1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1415 HS1415 HISTORY - Date Condition Report By HS1415 HISTORY - 1972 MONUMENTED CADH HS1415 HISTORY - 1972 GOOD NGS HS1415 HISTORY - 20040519 GOOD CADT HS1415 HS1415 STATION DESCRIPTION HS1415 HS1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1415'12.4 MI E FROM LOS BANOS. HS1415'12.4 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS1415'OF MERCEY SPRINGS ROAD AT LOS BANOS, 0.65 MILE EAST OF THE HS1415'JUNCTION OF STATE HIGHWAY 33, AT THE CROSSING OF SAN JUAN DRAIN, HS1415'DIRECTLY OPPOSITE CULVERT R 33/00, IN THE TOP OF THE SOUTH CONCRETE HS1415'HEAD WALL OF AN 8- BY 8-FOOT CONCRETE BOX CULVERT, 0.8 FOOT HS1415'EAST OF THE WEST END OF THE HEAD WALL, 142 FEET SOUTH AND ACROSS HS1415'AZUSA ROAD FROM THE CENTER LINE OF THE EASTBOUND LANES OF THE HS1415'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF AZUSA ROAD, AND HS1415'ABOUT LEVEL WITH THE ROAD. HS1415 HS1415 STATION RECOVERY (2004) HS1415 HS1415'RECOVERY NOTE BY CALTRANS 2004 (RA) HS1415'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1415'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1415'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1412 *********************************************************************** HS1412 HT_MOD - This is a Height Modernization Survey Station. HS1412 DESIGNATION - 828 HS1412 PID - HS1412 HS1412 STATE/COUNTY- CA/MERCED HS1412 USGS QUAD - DELTA RANCH (1977) HS1412 HS1412 *CURRENT SURVEY CONTROL HS1412 ___________________________________________________________________ HS1412* NAD 83(1998)- 37 02 59.70657(N) 120 38 20.78372(W) ADJUSTED HS1412* NAVD 88 - 34.33 (meters) 112.6 (feet) GPS OBS HS1412 ___________________________________________________________________ HS1412 EPOCH DATE - 2004.50 HS1412 X - -2,597,403.728 (meters) COMP HS1412 Y - -4,385,136.090 (meters) COMP HS1412 Z - 3,821,816.765 (meters) COMP HS1412 LAPLACE CORR- 2.93 (seconds) DEFLEC99 HS1412 ELLIP HEIGHT- 1.21 (meters) (06/30/05) GPS OBS HS1412 GEOID HEIGHT- -33.08 (meters) GEOID03 HS1412 DYNAMIC HT - 34.30 (meters) 112.5 (feet) COMP HS1412 MODELED GRAV- 979,850.6 (mgal) NAVD 88 HS1412 HS1412 HORZ ORDER - B HS1412 VERT ORDER - FIRST CLASS I (See Below) HS1412 ELLP ORDER - FOURTH CLASS I HS1412 HS1412.The horizontal coordinates were established by GPS observations HS1412.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1412.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1412.DATUM ITEM on the data sheet items page. HS1412.The horizontal coordinates are valid at the epoch date displayed above. HS1412.The epoch date for horizontal control is a decimal equivalence HS1412.of Year/Month/Day. HS1412 HS1412.The orthometric height was determined by GPS observations and a HS1412.high-resolution geoid model using precise GPS observation and HS1412.processing techniques. It supersedes the leveled height previously HS1412.determined for this station. HS1412.WARNING-GPS observations at this control monument resulted in a GPS HS1412.derived orthometric height which differed from the leveled height by HS1412.more than one decimeter (0.1 meter). HS1412.The vertical order pertains to the first NAVD 88 superseded value. HS1412 HS1412.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1412 HS1412.The Laplace correction was computed from DEFLEC99 derived deflections. HS1412 HS1412.The ellipsoidal height was determined by GPS observations HS1412.and is referenced to NAD 83. HS1412 HS1412.The geoid height was determined by GEOID03. HS1412 HS1412.The dynamic height is computed by dividing the NAVD 88 HS1412.geopotential number by the normal gravity value computed on the HS1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1412.degrees latitude (g = 980.6199 gals.). HS1412 HS1412.The modeled gravity was interpolated from observed gravity values. HS1412 HS1412; North East Units Scale Factor Converg. HS1412;SPC CA 3 - 561,040.227 1,987,625.950 MT 1.00000350 -0 05 06.6 HS1412;SPC CA 3 - 1,840,679.48 6,521,069.47 sFT 1.00000350 -0 05 06.6 HS1412;UTM 10 - 4,103,016.941 709,942.035 MT 1.00014300 +1 25 22.7 HS1412 HS1412! - Elev Factor x Scale Factor = Combined Factor HS1412!SPC CA 3 - 0.99999981 x 1.00000350 = 1.00000331 HS1412!UTM 10 - 0.99999981 x 1.00014300 = 1.00014281 HS1412 HS1412 SUPERSEDED SURVEY CONTROL HS1412 HS1412 NAVD 88 (06/15/91) 34.622 (m) 113.59 (f) ADJUSTED 1 1 HS1412 NGVD 29 (??/??/??) 34.19 (m) 112.2 (f) RESET 3 HS1412 HS1412.Superseded values are not recommended for survey control. HS1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1412.See file dsdata.txt to determine how the superseded data were derived. HS1412 HS1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG0994203017(NAD 83) HS1412_MARKER: DD = SURVEY DISK HS1412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS1412_SP_SET: HEADWALL HS1412_STAMPING: 828 HS1412_MARK LOGO: CADH HS1412_MAGNETIC: N = NO MAGNETIC MATERIAL HS1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1412+STABILITY: SURFACE MOTION HS1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1412+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1412 HS1412 HISTORY - Date Condition Report By HS1412 HISTORY - 1972 MONUMENTED CADH HS1412 HISTORY - 1972 GOOD NGS HS1412 HISTORY - 19881117 GOOD NGS HS1412 HISTORY - 20040519 GOOD CADT HS1412 HS1412 STATION DESCRIPTION HS1412 HS1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1412'10.9 MI E FROM LOS BANOS. HS1412'10.8 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS1412'OF MERCEY SPRINGS ROAD AT LOS BANOS, THENCE 0.1 MILE SOUTHWEST HS1412'ALONG A DRAIN DITCH, 0.2 MILE NORTHWEST ALONG AZUSA ROAD FROM HS1412'THE JUNCTION OF STATE HIGHWAY 33 AT THE DOS PALOS Y, IN THE TOP HS1412'AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HS1412'CONCRETE HEAD WALL OF A 4- BY 4-FOOT CONCRETE BOX CULVERT, 18 1/2 HS1412'FEET SOUTHWEST OF THE CENTER LINE OF AZUSA ROAD, AND ABOUT LEVEL HS1412'WITH THE ROAD. SEC 22, T10S, R12E. HS1412 HS1412 STATION RECOVERY (1988) HS1412 HS1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1412'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 16.1 KM HS1412'(10.00 MI) EASTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF MERCY HS1412'SPRINGS ROAD IN LOS BANOS, THENCE 1.4 KM (0.85 MI) EASTERLY ALONG A HS1412'FRONTAGE ROAD. HS1412 HS1412 STATION RECOVERY (2004) HS1412 HS1412'RECOVERY NOTE BY CALTRANS 2004 (RA) HS1412'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1412'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1412'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS2340 *********************************************************************** HS2340 DESIGNATION - A 1058 HS2340 PID - HS2340 HS2340 STATE/COUNTY- CA/MERCED HS2340 USGS QUAD - SAN LUIS DAM (1978) HS2340 HS2340 *CURRENT SURVEY CONTROL HS2340 ___________________________________________________________________ HS2340* NAD 83(1986)- 37 03 40. (N) 121 03 44. (W) SCALED HS2340* NAVD 88 - 87.737 (meters) 287.85 (feet) ADJUSTED HS2340 ___________________________________________________________________ HS2340 GEOID HEIGHT- -32.72 (meters) GEOID03 HS2340 DYNAMIC HT - 87.668 (meters) 287.62 (feet) COMP HS2340 MODELED GRAV- 979,848.7 (mgal) NAVD 88 HS2340 HS2340 VERT ORDER - FIRST CLASS I HS2340 HS2340.The horizontal coordinates were scaled from a topographic map and have HS2340.an estimated accuracy of +/- 6 seconds. HS2340 HS2340.The orthometric height was determined by differential leveling HS2340.and adjusted by the National Geodetic Survey in June 1991. HS2340 HS2340.The geoid height was determined by GEOID03. HS2340 HS2340.The dynamic height is computed by dividing the NAVD 88 HS2340.geopotential number by the normal gravity value computed on the HS2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2340.degrees latitude (g = 980.6199 gals.). HS2340 HS2340.The modeled gravity was interpolated from observed gravity values. HS2340 HS2340; North East Units Estimated Accuracy HS2340;SPC CA 3 - 562,420. 1,950,000. MT (+/- 180 meters Scaled) HS2340 HS2340 SUPERSEDED SURVEY CONTROL HS2340 HS2340 NGVD 29 (??/??/??) 86.870 (m) 285.01 (f) ADJUSTED 1 1 HS2340 HS2340.Superseded values are not recommended for survey control. HS2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2340.See file dsdata.txt to determine how the superseded data were derived. HS2340 HS2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG722034(NAD 83) HS2340_MARKER: DB = BENCH MARK DISK HS2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2340_SP_SET: CONCRETE POST HS2340_STAMPING: A 1058 1966 HS2340_MARK LOGO: CGS HS2340_PROJECTION: PROJECTING 0 CENTIMETERS HS2340_MAGNETIC: N = NO MAGNETIC MATERIAL HS2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2340+STABILITY: SURFACE MOTION HS2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2340+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS2340 HS2340 HISTORY - Date Condition Report By HS2340 HISTORY - 1966 MONUMENTED CGS HS2340 HISTORY - 1974 GOOD NGS HS2340 HISTORY - 19881012 GOOD NGS HS2340 HISTORY - 20040519 GOOD CADT HS2340 HS2340 STATION DESCRIPTION HS2340 HS2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 HS2340'11.5 MI W FROM LOS BANOS. HS2340'10.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS2340'OF SIXTH STREET AT LOS BANOS, THENCE 0.6 MILE WEST ALONG THE HS2340'SOUTH FRONTAGE ROAD, 0.2 MILE WEST OF BENCH MARK K 361, 0.15 HS2340'MILE WEST OF THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO HS2340'STATE HIGHWAY 152, AT THE CALIFORNIA DEPARTMENT OF WATER HS2340'RESOURCES OFFICES BUILDINGS, IN A PARKING LOT AND STORAGE AREA HS2340'DIRECTLY NORTH OF THE CENTER ONE OF THREE BLUE AND WHITE METAL HS2340'BUILDINGS, 266 FEET NORTH OF THE CENTER LINE OF THE ROAD, 121 HS2340'FEET NORTH OF THE EAST END OF A GATE BETWEEN THE BUILDINGS, HS2340'1 1/2 FEET EAST OF THE WEST ONE OF 2 POWER LINE POLES SUPPORTING HS2340'3 TRANSFORMERS, 1.5 MILES WEST OF A METAL WITNESS POST, ABOUT HS2340'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST HS2340'PROJECTING 0.3 FOOT ABOVE THE GROUND. HS2340 HS2340 STATION RECOVERY (1988) HS2340 HS2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2340'RECOVERED IN GOOD CONDITION. HS2340 HS2340 STATION RECOVERY (2004) HS2340 HS2340'RECOVERY NOTE BY CALTRANS 2004 (GC) HS2340'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS2340'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS2340'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1349 *********************************************************************** HS1349 DESIGNATION - BAN RM 6 HS1349 PID - HS1349 HS1349 STATE/COUNTY- CA/MERCED HS1349 USGS QUAD - VOLTA (1971) HS1349 HS1349 *CURRENT SURVEY CONTROL HS1349 ___________________________________________________________________ HS1349* NAD 83(1986)- 37 03 25. (N) 120 59 53. (W) SCALED HS1349* NAVD 88 - 90.391 (meters) 296.56 (feet) ADJUSTED HS1349 ___________________________________________________________________ HS1349 GEOID HEIGHT- -32.93 (meters) GEOID03 HS1349 DYNAMIC HT - 90.319 (meters) 296.32 (feet) COMP HS1349 MODELED GRAV- 979,835.0 (mgal) NAVD 88 HS1349 HS1349 VERT ORDER - FIRST CLASS II HS1349 HS1349.The horizontal coordinates were scaled from a topographic map and have HS1349.an estimated accuracy of +/- 6 seconds. HS1349 HS1349.The orthometric height was determined by differential leveling HS1349.and adjusted by the National Geodetic Survey in June 1991. HS1349 HS1349.The geoid height was determined by GEOID03. HS1349 HS1349.The dynamic height is computed by dividing the NAVD 88 HS1349.geopotential number by the normal gravity value computed on the HS1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1349.degrees latitude (g = 980.6199 gals.). HS1349 HS1349.The modeled gravity was interpolated from observed gravity values. HS1349 HS1349; North East Units Estimated Accuracy HS1349;SPC CA 3 - 561,930. 1,955,700. MT (+/- 180 meters Scaled) HS1349 HS1349 SUPERSEDED SURVEY CONTROL HS1349 HS1349.No superseded survey control is available for this station. HS1349 HS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG780030(NAD 83) HS1349_MARKER: DR = REFERENCE MARK DISK HS1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1349_SP_SET: CONCRETE POST HS1349_STAMPING: BAN 1943 NO 6 1973 HS1349_MARK LOGO: NGS HS1349_PROJECTION: FLUSH HS1349_MAGNETIC: N = NO MAGNETIC MATERIAL HS1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1349+STABILITY: SURFACE MOTION HS1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1349+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1349 HS1349 HISTORY - Date Condition Report By HS1349 HISTORY - 1973 MONUMENTED NGS HS1349 HISTORY - 19881012 GOOD NGS HS1349 HISTORY - 20040519 GOOD CADT HS1349 HS1349 STATION DESCRIPTION HS1349 HS1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS1349'8.1 MI W FROM LOS BANOS. HS1349'8.1 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF HS1349'6TH STREET AT LOS BANOS, 0.9 MILE EAST OF THE T-JUNCTION OF A PAVED HS1349'ROAD LEADING NORTH TO STATE HIGHWAY 33, AT THE T-JUNCTION OF HS1349'HILLDALE AVENUE LEADING NORTH, 155 FEET EAST OF THE PROJECTION OF HS1349'THE CENTER LINE OF THE AVENUE, 64.3 FEET SOUTH OF THE CENTER LINE HS1349'OF THE EAST-BOUND LANE OF THE HIGHWAY, 109.3 FEET SOUTHEAST OF HS1349'TRAINGULATION STATION BAN 1943 1973, 1.0 FOOT SOUTHWEST OF A HS1349'METAL WITNESS POST, 0.7 FOOT NORTH OF A FENCE LINE, ABOUT 1/2 FOOT HS1349'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST HS1349'FLUSH WITH THE GROUND. HS1349 HS1349 STATION RECOVERY (1988) HS1349 HS1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1349'13.1 KM (8.15 MI) WESTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION HS1349'OF 6TH STREET IN LOS BANOS, 46.4 M (152.3 FT) EAST OF THE EXTENDED HS1349'CENTER OF HILLDALE AVENUE, 19.7 M (64.6 FT) SOUTH OF THE CENTERLINE OF HS1349'THE EASTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF A HS1349'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M HS1349'(0.7 FT) NORTH OF A FENCE, AND IN A CONCRETE MONUMENT THAT IS FLUSH HS1349'WITH THE GROUND SURFACE. HS1349 HS1349 STATION RECOVERY (2004) HS1349 HS1349'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1349'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1349'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1349'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5461 *********************************************************************** HS5461 DESIGNATION - C 817 RESET HS5461 PID - HS5461 HS5461 STATE/COUNTY- CA/MERCED HS5461 USGS QUAD - DELTA RANCH (1977) HS5461 HS5461 *CURRENT SURVEY CONTROL HS5461 ___________________________________________________________________ HS5461* NAD 83(1986)- 37 03 17. (N) 120 42 17. (W) SCALED HS5461* NAVD 88 - 30.80 (meters) 101.0 (feet) RESET HS5461 ___________________________________________________________________ HS5461 GEOID HEIGHT- -33.16 (meters) GEOID03 HS5461 HS5461 VERT ORDER - THIRD HS5461 HS5461.The horizontal coordinates were scaled from a topographic map and have HS5461.an estimated accuracy of +/- 6 seconds. HS5461 HS5461.The orthometric height was computed from unverified reset data. HS5461.No vertical observational check was made to the station. HS5461 HS5461.The geoid height was determined by GEOID03. HS5461 HS5461; North East Units Estimated Accuracy HS5461;SPC CA 3 - 561,580. 1,981,790. MT (+/- 180 meters Scaled) HS5461 HS5461 SUPERSEDED SURVEY CONTROL HS5461 HS5461 NGVD 29 (08/19/04) 30.12 (m) 98.8 (f) RESET 3 HS5461 HS5461.Superseded values are not recommended for survey control. HS5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5461.See file dsdata.txt to determine how the superseded data were derived. HS5461 HS5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG040034(NAD 83) HS5461_MARKER: DV = VERTICAL CONTROL DISK HS5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5461_SP_SET: CONCRETE POST HS5461_STAMPING: C 817 RESET 1991 HS5461_MARK LOGO: NGS HS5461_PROJECTION: FLUSH HS5461_MAGNETIC: N = NO MAGNETIC MATERIAL HS5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5461+STABILITY: SURFACE MOTION HS5461 HS5461 HISTORY - Date Condition Report By HS5461 HISTORY - 1990 MONUMENTED CADT HS5461 HISTORY - 20040519 GOOD CADT HS5461 HS5461 STATION DESCRIPTION HS5461 HS5461'DESCRIBED BY CALTRANS 1990 HS5461'3.0 MILES (4.8 KM) EAST ALONG STATE ROUTE 152 FROM THE INTERSECTION OF HS5461'STATE ROUTE 152 AND SIXTH STREET IN LOS BANOS, ON THE NORTH SIDE OF HS5461'STATE ROUTE 152, 93.7 FEET (28.6 M) NORTH OF CENTERLINE OF WEST BOUND HS5461'LANES AND 27.2 FEET (8.3 M) EAST OF THE CENTER LINE OF TURNER ISLAND HS5461'ROAD, 2 FEET (0.6 M) BELOW THE CENTERLINE OF TURNER ISLAND ROAD, 2 HS5461'FEET (0.6 M) EAST OF A WITNESS POST. HS5461 HS5461 STATION RECOVERY (2004) HS5461 HS5461'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5461'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS5461'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5461'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1352 *********************************************************************** HS1352 DESIGNATION - D 153 HS1352 PID - HS1352 HS1352 STATE/COUNTY- CA/MERCED HS1352 USGS QUAD - VOLTA (1971) HS1352 HS1352 *CURRENT SURVEY CONTROL HS1352 ___________________________________________________________________ HS1352* NAD 83(1986)- 37 03 24. (N) 120 58 45. (W) SCALED HS1352* NAVD 88 - 79.718 (meters) 261.54 (feet) ADJUSTED HS1352 ___________________________________________________________________ HS1352 GEOID HEIGHT- -32.99 (meters) GEOID03 HS1352 DYNAMIC HT - 79.655 (meters) 261.33 (feet) COMP HS1352 MODELED GRAV- 979,833.4 (mgal) NAVD 88 HS1352 HS1352 VERT ORDER - FIRST CLASS II HS1352 HS1352.The horizontal coordinates were scaled from a topographic map and have HS1352.an estimated accuracy of +/- 6 seconds. HS1352 HS1352.The orthometric height was determined by differential leveling HS1352.and adjusted by the National Geodetic Survey in June 1991. HS1352 HS1352.The geoid height was determined by GEOID03. HS1352 HS1352.The dynamic height is computed by dividing the NAVD 88 HS1352.geopotential number by the normal gravity value computed on the HS1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1352.degrees latitude (g = 980.6199 gals.). HS1352 HS1352.The modeled gravity was interpolated from observed gravity values. HS1352 HS1352; North East Units Estimated Accuracy HS1352;SPC CA 3 - 561,890. 1,957,380. MT (+/- 180 meters Scaled) HS1352 HS1352 SUPERSEDED SURVEY CONTROL HS1352 HS1352 NGVD 29 (??/??/??) 78.856 (m) 258.71 (f) ADJUSTED 1 2 HS1352 HS1352.Superseded values are not recommended for survey control. HS1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1352.See file dsdata.txt to determine how the superseded data were derived. HS1352 HS1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG796030(NAD 83) HS1352_MARKER: DB = BENCH MARK DISK HS1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1352_SP_SET: CONCRETE POST HS1352_STAMPING: D 153 1933 258.894 HS1352_MARK LOGO: CGS HS1352_PROJECTION: FLUSH HS1352_MAGNETIC: N = NO MAGNETIC MATERIAL HS1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1352+STABILITY: SURFACE MOTION HS1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1352+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1352 HS1352 HISTORY - Date Condition Report By HS1352 HISTORY - 1933 MONUMENTED CGS HS1352 HISTORY - 1973 GOOD NGS HS1352 HISTORY - 19881012 GOOD NGS HS1352 HISTORY - 20040519 GOOD CADT HS1352 HS1352 STATION DESCRIPTION HS1352 HS1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS1352'7 MI W FROM LOS BANOS. HS1352'7.0 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF HS1352'SIXTH STREET AT LOS BANOS, BETWEEN THE HIGHWAY LANES, 34 FEET HS1352'NORTH OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, HS1352'35 1/2 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES, HS1352'119 FEET SOUTHEAST AND ACROSS THE WESTBOUND LANES FROM THE SOUTH HS1352'ONE OF TWO POST SUPPORTING A LARGE GILROY 43 WATSONVILLE 63 SIGN, HS1352'100 FEET NORTH AND ACROSS THE EAST-BOUND LANES FROM THE EAST END HS1352'OF A SMALL GATE IN THE RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A HS1352'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 HS1352'FOOT ABOVE THE GROUND. SEC 22, T10S, R9E. HS1352 HS1352 STATION RECOVERY (1988) HS1352 HS1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1352'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--1.9 HS1352'FEET WEST OF A WITNESS POST, TO 0.3 M (1.0 FT) EAST OF A WITNESS POST. HS1352 HS1352 STATION RECOVERY (2004) HS1352 HS1352'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1352'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1352'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1352'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6663 *********************************************************************** DH6663 HT_MOD - This is a Height Modernization Survey Station. DH6663 DESIGNATION - EMILY DH6663 PID - DH6663 DH6663 STATE/COUNTY- CA/MERCED DH6663 USGS QUAD - DOS PALOS (1984) DH6663 DH6663 *CURRENT SURVEY CONTROL DH6663 ___________________________________________________________________ DH6663* NAD 83(1998)- 36 59 57.23964(N) 120 42 28.47812(W) ADJUSTED DH6663* NAVD 88 - 32.03 (meters) 105.1 (feet) GPS OBS DH6663 ___________________________________________________________________ DH6663 EPOCH DATE - 2004.50 DH6663 X - -2,604,396.416 (meters) COMP DH6663 Y - -4,384,924.271 (meters) COMP DH6663 Z - 3,817,324.419 (meters) COMP DH6663 LAPLACE CORR- 1.45 (seconds) DEFLEC99 DH6663 ELLIP HEIGHT- -1.30 (meters) (06/30/05) GPS OBS DH6663 GEOID HEIGHT- -33.29 (meters) GEOID03 DH6663 DH6663 HORZ ORDER - B DH6663 ELLP ORDER - FOURTH CLASS I DH6663 DH6663.The horizontal coordinates were established by GPS observations DH6663.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6663.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6663.DATUM ITEM on the data sheet items page. DH6663.The horizontal coordinates are valid at the epoch date displayed above. DH6663.The epoch date for horizontal control is a decimal equivalence DH6663.of Year/Month/Day. DH6663 DH6663.The orthometric height was determined by GPS observations and a DH6663.high-resolution geoid model using precise GPS observation and DH6663.processing techniques. DH6663 DH6663.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6663 DH6663.The Laplace correction was computed from DEFLEC99 derived deflections. DH6663 DH6663.The ellipsoidal height was determined by GPS observations DH6663.and is referenced to NAD 83. DH6663 DH6663.The geoid height was determined by GEOID03. DH6663 DH6663; North East Units Scale Factor Converg. DH6663;SPC CA 3 - 555,426.584 1,981,493.090 MT 1.00001462 -0 07 38.2 DH6663;SPC CA 3 - 1,822,262.05 6,500,948.58 sFT 1.00001462 -0 07 38.2 DH6663;UTM 10 - 4,097,243.198 703,958.285 MT 1.00011249 +1 22 47.5 DH6663 DH6663! - Elev Factor x Scale Factor = Combined Factor DH6663!SPC CA 3 - 1.00000020 x 1.00001462 = 1.00001482 DH6663!UTM 10 - 1.00000020 x 1.00011249 = 1.00011269 DH6663 DH6663 SUPERSEDED SURVEY CONTROL DH6663 DH6663.No superseded survey control is available for this station. DH6663 DH6663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF0395897243(NAD 83) DH6663_MARKER: DD = SURVEY DISK DH6663_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6663_STAMPING: EMILY 2003 DH6663_MARK LOGO: CADT DH6663_PROJECTION: FLUSH DH6663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6663+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003 DH6663_ROD/PIPE-DEPTH: 6.1 meters DH6663_SLEEVE-DEPTH : 1.2 meters DH6663 DH6663 HISTORY - Date Condition Report By DH6663 HISTORY - 20030305 MONUMENTED CADT DH6663 DH6663 STATION DESCRIPTION DH6663 DH6663'DESCRIBED BY CALTRANS 2003 (GC) DH6663'THE STATION IS LOCATED IN MERCED COUNTY, ABOUT 10 MILES SOUTHEAST OF DH6663'THE CITY OF LOS BANOS AND ABOUT 4 MILES WEST OF THE CITY OF DOS DH6663'PALOS. TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 152 DH6663'AND STATE ROUTE 33, WHICH IS 13 MILES EAST OF LOS BANOS, GO SOUTH 2.7 DH6663'MILES ON STATE ROUTE 33 TO EUCALYPTUS ROAD, TURN RIGHT (WEST) AND DH6663'CONTINUE 2.9 MILES ON EUCALYPTUS ROAD TO COZZY ROAD. CONTINUE WEST 1 DH6663'MILE ON EUCALYPTUS ROAD TO BRITTO ROAD WHICH IS A T INTERSECTION, TURN DH6663'LEFT (SOUTH) AND CONTINUE 0.8 MILES ON BRITTO ROAD TO THE STATION ON DH6663'THE LEFT (EAST). THE MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK IN DH6663'WELL, FLUSH, STAMPED EMILY 2003, SET ON AN ALUMINUM ROD DRIVEN 20 FT DH6663'INTO THE GROUND. THE STATION IS 125 FT SOUTHEAST OF A CALTRANS WASHER DH6663'AN NAIL IN A POWER POLE, 50 FT NORTHWEST OF A 3 INCH DIAMETER METAL DH6663'GATE POST, 18 FT EAST OF BRITTO AVENUE CENTERLINE, 15 FT WEST OF A DH6663'BARBWIRE FENCE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN DH6663'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1435 *********************************************************************** HS1435 HT_MOD - This is a Height Modernization Survey Station. HS1435 DESIGNATION - F 982 HS1435 PID - HS1435 HS1435 STATE/COUNTY- CA/MERCED HS1435 USGS QUAD - SANTA RITA BRIDGE (1977) HS1435 HS1435 *CURRENT SURVEY CONTROL HS1435 ___________________________________________________________________ HS1435* NAD 83(1998)- 37 04 36.32942(N) 120 30 37.51051(W) ADJUSTED HS1435* NAVD 88 - 37.33 (meters) 122.5 (feet) GPS OBS HS1435 ___________________________________________________________________ HS1435 EPOCH DATE - 2004.50 HS1435 X - -2,586,638.031 (meters) COMP HS1435 Y - -4,389,414.447 (meters) COMP HS1435 Z - 3,824,195.617 (meters) COMP HS1435 LAPLACE CORR- 2.96 (seconds) DEFLEC99 HS1435 ELLIP HEIGHT- 4.51 (meters) (06/30/05) GPS OBS HS1435 GEOID HEIGHT- -32.77 (meters) GEOID03 HS1435 DYNAMIC HT - 37.30 (meters) 122.4 (feet) COMP HS1435 MODELED GRAV- 979,865.2 (mgal) NAVD 88 HS1435 HS1435 HORZ ORDER - B HS1435 VERT ORDER - FIRST CLASS I (See Below) HS1435 ELLP ORDER - FOURTH CLASS I HS1435 HS1435.The horizontal coordinates were established by GPS observations HS1435.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1435.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1435.DATUM ITEM on the data sheet items page. HS1435.The horizontal coordinates are valid at the epoch date displayed above. HS1435.The epoch date for horizontal control is a decimal equivalence HS1435.of Year/Month/Day. HS1435 HS1435.The orthometric height was determined by GPS observations and a HS1435.high-resolution geoid model using precise GPS observation and HS1435.processing techniques. It supersedes the leveled height previously HS1435.determined for this station. HS1435.WARNING-GPS observations at this control monument resulted in a GPS HS1435.derived orthometric height which differed from the leveled height by HS1435.more than one decimeter (0.1 meter). HS1435.The vertical order pertains to the first NAVD 88 superseded value. HS1435 HS1435.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1435 HS1435.The Laplace correction was computed from DEFLEC99 derived deflections. HS1435 HS1435.The ellipsoidal height was determined by GPS observations HS1435.and is referenced to NAD 83. HS1435 HS1435.The geoid height was determined by GEOID03. HS1435 HS1435.The dynamic height is computed by dividing the NAVD 88 HS1435.geopotential number by the normal gravity value computed on the HS1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1435.degrees latitude (g = 980.6199 gals.). HS1435 HS1435.The modeled gravity was interpolated from observed gravity values. HS1435 HS1435; North East Units Scale Factor Converg. HS1435;SPC CA 3 - 564,009.721 1,999,073.470 MT 0.99999793 -0 00 23.0 HS1435;SPC CA 3 - 1,850,421.89 6,558,626.88 sFT 0.99999793 -0 00 23.0 HS1435;UTM 10 - 4,106,287.233 721,309.400 MT 1.00020339 +1 30 05.5 HS1435 HS1435! - Elev Factor x Scale Factor = Combined Factor HS1435!SPC CA 3 - 0.99999929 x 0.99999793 = 0.99999722 HS1435!UTM 10 - 0.99999929 x 1.00020339 = 1.00020268 HS1435 HS1435 SUPERSEDED SURVEY CONTROL HS1435 HS1435 NAD 83(1992)- 37 04 36.32479(N) 120 30 37.50257(W) AD(1991.35) 1 HS1435 ELLIP H (10/14/94) 5.29 (m) GP(1991.35) 4 2 HS1435 NAVD 88 (06/15/91) 38.283 (m) 125.60 (f) ADJUSTED 1 1 HS1435 NGVD 29 (??/??/92) 38.268 (m) 125.55 (f) ADJ UNCH 1 1 HS1435 HS1435.Superseded values are not recommended for survey control. HS1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1435.See file dsdata.txt to determine how the superseded data were derived. HS1435 HS1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG2130906287(NAD 83) HS1435_MARKER: DB = BENCH MARK DISK HS1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1435_SP_SET: CONCRETE POST HS1435_STAMPING: F 982 1964 HS1435_MARK LOGO: CGS HS1435_PROJECTION: FLUSH HS1435_MAGNETIC: N = NO MAGNETIC MATERIAL HS1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1435+STABILITY: SURFACE MOTION HS1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1435+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS1435 HS1435 HISTORY - Date Condition Report By HS1435 HISTORY - 1964 MONUMENTED CGS HS1435 HISTORY - 1972 GOOD NGS HS1435 HISTORY - 19881115 GOOD NGS HS1435 HISTORY - 19931228 GOOD CADT HS1435 HISTORY - 20040901 GOOD CADT HS1435 HS1435 STATION DESCRIPTION HS1435 HS1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1435'14.7 MI SW FROM CHOWCHILLA. HS1435'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1435'SCHOOL AT CHOWCHILLA, THENCE 11.95 MILES WEST ALONG STATE HIGHWAY HS1435'152, AT THE JUNCTION OF COYOTE ROAD NORTH, 50 FEET NORTHWEST OF HS1435'THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 37 FEET HS1435'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF TELEPHONE HS1435'POLE 67-0 996, 1.1 FEET SOUTHEAST OF A FENCE, 3 1/2 FEET SOUTHWEST HS1435'OF A FENCE CORNER POST, 2.0 FEET SOUTHWEST OF A WITNESS POST, HS1435'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE HS1435'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. SEC 12, T10S, R13E. HS1435 HS1435 STATION RECOVERY (1988) HS1435 HS1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1435'RECOVERED IN GOOD CONDITION. HS1435 HS1435 STATION RECOVERY (1993) HS1435 HS1435'RECOVERY NOTE BY CALTRANS 1993 (DBS) HS1435'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. HS1435' HS1435'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 152 AND HS1435'COYOTE ROAD, ABOUT 15.5 MI (24.9 KM) SOUTH OF THE CITY OF MERCED AND HS1435'ABOUT 14 MI (22.5 KM) WEST-SOUTHWEST OF THE CITY OF CHOWCHILLA. HS1435' HS1435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 152, HS1435'ABOUT 4 MI (6.4 KM) SOUTHEAST OF CHOWCHILLA, GO WEST ON STATE HIGHWAY HS1435'152 FOR 4.85 MI (7.81 KM) TO THE JUNCTION WITH STATE HIGHWAY 233 HS1435'(ROBERTSON BLVD.). CONTINUE WEST ON STATE HIGHWAY 152 FOR 10.75 MI HS1435'(17.30 KM) TO THE JUNCTION WITH STATE HIGHWAY 59. CONTINUE WEST ON HS1435'STATE HIGHWAY 152 FOR 1.1 MI (1.8 KM) TO A SIDE ROAD RIGHT, COYOTE HS1435'ROAD, AND THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF THE HS1435'INTERSECTION AT POST MILE 39.85. HS1435' HS1435'THE STATION IS 49.0 FT (14.9 M) NORTHWEST OF THE CENTERLINE OF THE HS1435'WESTBOUND LANES OF HIGHWAY 152, 37 FT (11.3 M) WEST OF THE CENTERLINE HS1435'OF COYOTE ROAD, 3.5 FT (1.1 M) SOUTHWEST OF A FENCE CORNER POST IN THE HS1435'RIGHT-OF-WAY FENCE, 2.0 FT (0.6 M) SOUTHWEST OF A METAL WITNESS POST HS1435'WITH SIGN, 1.5 FT (0.5 M) EAST OF AN UNDERGROUND CABLE SPLICE BOX, 1.1 HS1435'FT (0.3 M) SOUTHEAST OF THE RIGHT-OF-WAY FENCE, PROJECTS 0.3 FT (0.1 HS1435'M) ABOVE THE GROUND, AND LEVEL WITH THE HIGHWAY. HS1435' HS1435'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION HS1435'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF HS1435'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN HS1435'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN HS1435'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN HS1435'STOCKTON AT (209) 948-7891. HS1435 HS1435 STATION RECOVERY (2004) HS1435 HS1435'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1435'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1435'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1435'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1113 *********************************************************************** HS1113 DESIGNATION - FLANAGAN 2 HS1113 PID - HS1113 HS1113 STATE/COUNTY- CA/MERCED HS1113 USGS QUAD - BLISS RANCH (1977) HS1113 HS1113 *CURRENT SURVEY CONTROL HS1113 ___________________________________________________________________ HS1113* NAD 83(1986)- 37 05 01. (N) 120 29 35. (W) SCALED HS1113* NAVD 88 - 39.247 (meters) 128.76 (feet) ADJUSTED HS1113 ___________________________________________________________________ HS1113 GEOID HEIGHT- -32.72 (meters) GEOID03 HS1113 DYNAMIC HT - 39.217 (meters) 128.66 (feet) COMP HS1113 MODELED GRAV- 979,866.4 (mgal) NAVD 88 HS1113 HS1113 VERT ORDER - FIRST CLASS II HS1113 HS1113.The horizontal coordinates were scaled from a topographic map and have HS1113.an estimated accuracy of +/- 6 seconds. HS1113 HS1113.The orthometric height was determined by differential leveling HS1113.and adjusted by the National Geodetic Survey in June 1991. HS1113 HS1113.The geoid height was determined by GEOID03. HS1113 HS1113.The dynamic height is computed by dividing the NAVD 88 HS1113.geopotential number by the normal gravity value computed on the HS1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1113.degrees latitude (g = 980.6199 gals.). HS1113 HS1113.The modeled gravity was interpolated from observed gravity values. HS1113 HS1113; North East Units Estimated Accuracy HS1113;SPC CA 3 - 564,770. 2,000,620. MT (+/- 180 meters Scaled) HS1113 HS1113 SUPERSEDED SURVEY CONTROL HS1113 HS1113 NGVD 29 (??/??/92) 39.383 (m) 129.21 (f) ADJ UNCH 1 2 HS1113 HS1113.Superseded values are not recommended for survey control. HS1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1113.See file dsdata.txt to determine how the superseded data were derived. HS1113 HS1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG228070(NAD 83) HS1113_MARKER: DS = TRIANGULATION STATION DISK HS1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1113_SP_SET: CONCRETE POST HS1113_STAMPING: FLANAGAN 2 1966 HS1113_MARK LOGO: CGS HS1113_PROJECTION: FLUSH HS1113_MAGNETIC: N = NO MAGNETIC MATERIAL HS1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1113+STABILITY: SURFACE MOTION HS1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1113+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1113 HS1113 HISTORY - Date Condition Report By HS1113 HISTORY - 1966 MONUMENTED CGS HS1113 HISTORY - 1972 GOOD NGS HS1113 HISTORY - 19881117 GOOD NGS HS1113 HISTORY - 20040519 GOOD CADT HS1113 HS1113 STATION DESCRIPTION HS1113 HS1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1113'13.6 MI SW FROM CHOWCHILLA. HS1113'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1113'SCHOOL AT CHOWCHILLA, THENCE 10.85 MILES WEST ALONG STATE HIGHWAY HS1113'152, 61 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HS1113'HIGHWAY, AT STATE HIGHWAY 59 OVERPASS, 116 FEET WEST-NORTHWEST OF HS1113'BENCH MARK F 1235, 86 FEET EAST-NORTHEAST OF THE NORTH ONE OF TWO HS1113'WOODEN POST SUPPORTING MERCED COUNTY LINE SIGN, 89.0 FEET HS1113'SOUTH-SOUTHWEST OF R.M. 3, 83 FEET SOUTHEAST OF THE CENTER LINE HS1113'OF STATE HIGHWAY 59 EXIT ROAD, 1.0 FOOT SOUTH OF A WITNESS POST, HS1113'ABOUT 6 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A HS1113'CONCRETE POST FLUSH WITH THE GROUND. HS1113 HS1113 STATION RECOVERY (1988) HS1113 HS1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1113'RECOVERED IN GOOD CONDITION. HS1113 HS1113 STATION RECOVERY (2004) HS1113 HS1113'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1113'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS1113'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1113'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AB5020 *********************************************************************** AB5020 DESIGNATION - G 982 RESET AB5020 PID - AB5020 AB5020 STATE/COUNTY- CA/MERCED AB5020 USGS QUAD - SANTA RITA BRIDGE (1977) AB5020 AB5020 *CURRENT SURVEY CONTROL AB5020 ___________________________________________________________________ AB5020* NAD 83(1986)- 37 04 21. (N) 120 31 11. (W) SCALED AB5020* NAVD 88 - 41.83 (meters) 137.2 (feet) RESET AB5020 ___________________________________________________________________ AB5020 GEOID HEIGHT- -32.80 (meters) GEOID03 AB5020 AB5020 VERT ORDER - THIRD AB5020 AB5020.The horizontal coordinates were scaled from a topographic map and have AB5020.an estimated accuracy of +/- 6 seconds. AB5020 AB5020.The orthometric height was computed from unverified reset data. AB5020 AB5020.The geoid height was determined by GEOID03. AB5020 AB5020; North East Units Estimated Accuracy AB5020;SPC CA 3 - 563,540. 1,998,250. MT (+/- 180 meters Scaled) AB5020 AB5020 SUPERSEDED SURVEY CONTROL AB5020 AB5020.No superseded survey control is available for this station. AB5020 AB5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG204057(NAD 83) AB5020_MARKER: DV = VERTICAL CONTROL DISK AB5020_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AB5020_SP_SET: CONC. BRIDGE K-RAIL AB5020_STAMPING: G 982 RESET 1996 AB5020_MARK LOGO: NGS AB5020_MAGNETIC: N = NO MAGNETIC MATERIAL AB5020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5020+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AB5020 AB5020 HISTORY - Date Condition Report By AB5020 HISTORY - 1996 MONUMENTED CADT AB5020 HISTORY - 20040519 GOOD CADT AB5020 AB5020 STATION DESCRIPTION AB5020 AB5020'DESCRIBED BY CALTRANS 1996 (PDG) AB5020'FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND 152 GO WEST 1.7 MILES AB5020'(2.7 KM) ON STATE HIGHWAY 152 TO THE WEST END OF THE EASTSIDE BYPASS AB5020'BRIDGE AND THE STATION ON THE LEFT, NEAR THE WEST END OF THE WESTBOUND AB5020'BRIDGE, ON TOP OF THE SOUTH CONCRETE BRIDGE BARRIER RAIL, 3.0 FEET AB5020'(0.9 M) EAST OF THE WEST END OF THE RAIL. AB5020 AB5020 STATION RECOVERY (2004) AB5020 AB5020'RECOVERY NOTE BY CALTRANS 2004 (GC) AB5020'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS AB5020'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AB5020'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AB5019 *********************************************************************** AB5019 DESIGNATION - H 1235 RESET AB5019 PID - AB5019 AB5019 STATE/COUNTY- CA/MERCED AB5019 USGS QUAD - SANTA RITA BRIDGE (1977) AB5019 AB5019 *CURRENT SURVEY CONTROL AB5019 ___________________________________________________________________ AB5019* NAD 83(1986)- 37 03 43. (N) 120 32 35. (W) SCALED AB5019* NAVD 88 - 38.45 (meters) 126.1 (feet) RESET AB5019 ___________________________________________________________________ AB5019 GEOID HEIGHT- -32.88 (meters) GEOID03 AB5019 AB5019 VERT ORDER - THIRD AB5019 AB5019.The horizontal coordinates were scaled from a topographic map and have AB5019.an estimated accuracy of +/- 6 seconds. AB5019 AB5019.The orthometric height was computed from unverified reset data. AB5019 AB5019.The geoid height was determined by GEOID03. AB5019 AB5019; North East Units Estimated Accuracy AB5019;SPC CA 3 - 562,370. 1,996,170. MT (+/- 180 meters Scaled) AB5019 AB5019 SUPERSEDED SURVEY CONTROL AB5019 AB5019.No superseded survey control is available for this station. AB5019 AB5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG184045(NAD 83) AB5019_MARKER: DV = VERTICAL CONTROL DISK AB5019_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AB5019_SP_SET: CONC. BRIDGE K-RAIL AB5019_STAMPING: H 1235 RESET 1991 AB5019_MARK LOGO: NGS AB5019_MAGNETIC: N = NO MAGNETIC MATERIAL AB5019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5019+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AB5019 AB5019 HISTORY - Date Condition Report By AB5019 HISTORY - 1996 MONUMENTED CADT AB5019 HISTORY - 20040519 GOOD CADT AB5019 AB5019 STATION DESCRIPTION AB5019 AB5019'DESCRIBED BY CALTRANS 1996 (PDG) AB5019'FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND 152 GO WEST ON STATE AB5019'HIGHWAY 152 APPROXIMATELY 3.3 MILES (5.3 KM) TO THE EAST END OF THE AB5019'FRESNO RIVER BRIDGE AND THE STATION ON THE LEFT, NEAR THE EAST END OF AB5019'THE EASTBOUND BRIDGE, ON TOP OF THE NORTH CONCRETE BRIDGE BARRIER AB5019'RAIL, 5.0 FEET (1.5 M) WEST OF THE EAST END OF THE RAIL. AB5019 AB5019 STATION RECOVERY (2004) AB5019 AB5019'RECOVERY NOTE BY CALTRANS 2004 (GC) AB5019'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AB5019'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AB5019'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5410 *********************************************************************** HS5410 FBN - This is a Federal Base Network Control Station. HS5410 DESIGNATION - HPGN CA 10 01 HS5410 PID - HS5410 HS5410 STATE/COUNTY- CA/MERCED HS5410 USGS QUAD - DELTA RANCH (1977) HS5410 HS5410 *CURRENT SURVEY CONTROL HS5410 ___________________________________________________________________ HS5410* NAD 83(1998)- 37 03 16.98537(N) 120 44 35.03138(W) ADJUSTED HS5410* NAVD 88 - 30.89 (meters) 101.3 (feet) LEVELING HS5410 ___________________________________________________________________ HS5410 EPOCH DATE - 2004.50 HS5410 X - -2,605,190.337 (meters) COMP HS5410 Y - -4,380,137.846 (meters) COMP HS5410 Z - 3,822,239.729 (meters) COMP HS5410 LAPLACE CORR- 1.77 (seconds) DEFLEC99 HS5410 ELLIP HEIGHT- -2.35 (meters) (06/30/05) GPS OBS HS5410 GEOID HEIGHT- -33.20 (meters) GEOID03 HS5410 HS5410 HORZ ORDER - B HS5410 VERT ORDER - THIRD ? HS5410 ELLP ORDER - FOURTH CLASS I HS5410 HS5410.ITRF positions are available for this station. HS5410.The horizontal coordinates were established by GPS observations HS5410.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS5410.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS5410.DATUM ITEM on the data sheet items page. HS5410.The horizontal coordinates are valid at the epoch date displayed above. HS5410.The epoch date for horizontal control is a decimal equivalence HS5410.of Year/Month/Day. HS5410 HS5410.The orthometric height was determined by differential leveling. HS5410.The vertical network tie was performed by a horz. field party for horz. HS5410.obs reductions. Reset procedures were used to establish the elevation. HS5410 HS5410.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5410 HS5410.The Laplace correction was computed from DEFLEC99 derived deflections. HS5410 HS5410.The ellipsoidal height was determined by GPS observations HS5410.and is referenced to NAD 83. HS5410 HS5410.The geoid height was determined by GEOID03. HS5410 HS5410; North East Units Scale Factor Converg. HS5410;SPC CA 3 - 561,591.769 1,978,379.927 MT 1.00000249 -0 08 55.7 HS5410;SPC CA 3 - 1,842,489.00 6,490,734.81 sFT 1.00000249 -0 08 55.7 HS5410;UTM 10 - 4,103,324.892 700,683.618 MT 1.00009616 +1 21 37.6 HS5410 HS5410! - Elev Factor x Scale Factor = Combined Factor HS5410!SPC CA 3 - 1.00000037 x 1.00000249 = 1.00000286 HS5410!UTM 10 - 1.00000037 x 1.00009616 = 1.00009653 HS5410 HS5410 SUPERSEDED SURVEY CONTROL HS5410 HS5410 NAD 83(1998)- 37 03 16.98378(N) 120 44 35.02908(W) AD(1998.50) A HS5410 ELLIP H (04/06/00) -2.32 (m) GP(1998.50) 3 1 HS5410 ELLIP H (11/17/92) -2.15 (m) GP( ) 5 1 HS5410 NAD 83(1986)- 37 03 16.97788(N) 120 44 35.01964(W) AD(1984.00) 1 HS5410 NAD 83(1992)- 37 03 16.98109(N) 120 44 35.02417(W) AD(1991.35) B HS5410 ELLIP H (05/15/92) -2.15 (m) GP(1991.35) 4 2 HS5410 NAVD 88 (05/15/92) 31.07 (m) 101.9 (f) LEVELING 3 HS5410 NGVD 29 (10/13/92) 30.50 (m) 100.1 (f) LEVELING 3 HS5410 HS5410.Superseded values are not recommended for survey control. HS5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5410.See file dsdata.txt to determine how the superseded data were derived. HS5410 HS5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG0068403325(NAD 83) HS5410_MARKER: DD = SURVEY DISK HS5410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) HS5410_SP_SET: ALUMINUM ALLOY ROD HS5410_STAMPING: HPGN-CALIF. STA.10-01 1991 HS5410_MARK LOGO: CADT HS5410_PROJECTION: FLUSH HS5410_MAGNETIC: N = NO MAGNETIC MATERIAL HS5410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5410+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS5410_ROD/PIPE-DEPTH: 13.5 meters HS5410 HS5410 HISTORY - Date Condition Report By HS5410 HISTORY - 1991 MONUMENTED CADT HS5410 HISTORY - 19910515 GOOD NGS HS5410 HISTORY - 19920504 GOOD NGS HS5410 HISTORY - 19921216 GOOD CA-085 HS5410 HISTORY - 19930915 GOOD CADT HS5410 HISTORY - 19940214 GOOD NGS HS5410 HISTORY - 19951127 GOOD CADT HS5410 HISTORY - 19980408 GOOD NGS HS5410 HISTORY - 20040519 GOOD CADT HS5410 HS5410 STATION DESCRIPTION HS5410 HS5410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 HS5410'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTHWEST OF MERCED AND HS5410'5 MI (8.0 KM) EAST OF LOS BANOS. HS5410'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 152, 33 AND HS5410'165, GO EAST FOR 4.6 MI (7.4 KM) ON HIGHWAY 152 TO MIDWAY ROAD. HS5410'CONTINUE EAST FOR 0.45 MI (0.72 KM) TO AN IRRIGATION CANAL AND THE HS5410'STATION ON THE RIGHT. HS5410'THE STATION IS A 2.5 IN DIAMETER CADT ALUMINUM DISK RECESSED 4 INCHES HS5410'BELOW GROUND. LOCATED 21.4 FT (6.5 M) SOUTH OF THE SOUTHBOUND EDGE HS5410'OF THE PAVED SHOULDER, 11.4 FT (3.5 M) SOUTHWEST OF THE SOUTHWEST HS5410'END OF CONCRETE HEADWALL, 2.7 FT (0.8 M) NORTHWEST OF WIREMESH AND HS5410'BARBED WIRE FENCE AND 2.3 FT (0.7 M) NORTHWEST OF A FIBERGLASS HS5410'WITNESS POST. HS5410 HS5410 STATION RECOVERY (1992) HS5410 HS5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 HS5410'STATION IS LOCATED ABOUT 10 KM (6.2 MI) EAST OF LOS BANOS, ALONG STATE HS5410'HIGHWAY 152, ON THE RIGHT-OF-WAY, AT A CANAL CROSSING. HS5410'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. HS5410'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 152 AND 165 ON THE EAST HS5410'SIDE OF LOS BANOS, GO EAST ON HIGHWAY 152 FOR 7.50 KM (4.66 MI) TO A HS5410'PAVED ROAD LEFT (MIDWAY ROAD). CONTINUE AHEAD ON HIGHWAY 152 FOR HS5410'0.74 KM (0.46 MI) TO A DIRT ROAD RIGHT ON WEST SIDE OF CANAL CROSSING HS5410'AND STATION ON THE RIGHT. HS5410'STATION MARK IS A DISK ON A ROD ENCASED IN A PVC PIPE WITH LOGO CAP HS5410'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 13.4 M HS5410'(44.0 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF HIGHWAY, 3.6 HS5410'M (11.8 FT) SOUTHWEST OF THE SOUTHWEST END OF THE CANAL CULVERT HS5410'WINGWALL, 9.9 M (32.5 FT) NORTHEAST OF THE CENTER OF A GATE ON THE HS5410'TRACK ROAD, 0.6 M (2.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND HS5410'0.8 M (2.6 FT) NORTHWEST OF A WIRE FENCE. HS5410 HS5410 STATION RECOVERY (1992) HS5410 HS5410'RECOVERY NOTE BY SANTA CLARA COUNTY CALIFORNIA 1992 (JLP) HS5410'THE STATION WAS RECOVERED AS DESCRIBED. HS5410 HS5410 STATION RECOVERY (1993) HS5410 HS5410'RECOVERY NOTE BY CALTRANS 1993 (PDG) HS5410'RECOVERED AS DESCRIBED. HS5410 HS5410 STATION RECOVERY (1994) HS5410 HS5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) HS5410'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) EAST OF LOS BANOS, ALONG HS5410'STATE HIGHWAY 152 AT A CANAL CROSSING. OWNERSHIP--CALIFORNIA HS5410'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF STATE HS5410'HIGHWAYS 152 AND 165 ON THE EAST SIDE OF LOS BANOS, GO EAST ON HIGHWAY HS5410'152 FOR 7.5 KM (4.7 MI) TO A PAVED ROAD LEFT (MIDWAY ROAD). CONTINUE HS5410'EAST ON HIGHWAY 152 FOR 0.7 KM (0.4 MI) TO A DIRT ROAD RIGHT ON WEST HS5410'SIDE OF CANAL AND STATION ON THE RIGHT. STATION MARK IS A STANDARD HS5410'CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH HS5410'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 9.9 HS5410'M (32.5 FT) NORTHEAST OF THE CENTER OF A GATE ON THE TRACK ROAD, 13.4 HS5410'M (44.0 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF HIGHWAY 152, HS5410'3.6 M (11.8 FT) SOUTHWEST OF THE SOUTHWEST END OF THE CANAL CULVERT HS5410'WINGWALL, 0.8 M (2.6 FT) NORTHWEST OF A WIRE FENCE, AND 0.6 M (2.0 FT) HS5410'NORTHWEST OF A FIBERGLASS WITNESS POST. HS5410 HS5410 STATION RECOVERY (1995) HS5410 HS5410'RECOVERY NOTE BY CALTRANS 1995 (RGD) HS5410'RECOVERED AS DESCRIBED. HS5410 HS5410 STATION RECOVERY (1998) HS5410 HS5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) HS5410'RECOVERED AS DESCRIBED. HS5410 HS5410 STATION RECOVERY (2004) HS5410 HS5410'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5410'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS5410'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5410'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AA4253 *********************************************************************** AA4253 HT_MOD - This is a Height Modernization Survey Station. AA4253 DESIGNATION - HPGN D CA 10 BK AA4253 PID - AA4253 AA4253 STATE/COUNTY- CA/MERCED AA4253 USGS QUAD - CHARLESTON SCHOOL (1971) AA4253 AA4253 *CURRENT SURVEY CONTROL AA4253 ___________________________________________________________________ AA4253* NAD 83(1998)- 36 55 01.19724(N) 120 49 13.18448(W) ADJUSTED AA4253* NAVD 88 - 95.83 (meters) 314.4 (feet) GPS OBS AA4253 ___________________________________________________________________ AA4253 EPOCH DATE - 2004.50 AA4253 X - -2,615,832.279 (meters) COMP AA4253 Y - -4,384,561.677 (meters) COMP AA4253 Z - 3,810,070.361 (meters) COMP AA4253 LAPLACE CORR- -5.10 (seconds) DEFLEC99 AA4253 ELLIP HEIGHT- 62.56 (meters) (06/30/05) GPS OBS AA4253 GEOID HEIGHT- -33.23 (meters) GEOID03 AA4253 AA4253 HORZ ORDER - B AA4253 ELLP ORDER - FOURTH CLASS I AA4253 AA4253.The horizontal coordinates were established by GPS observations AA4253.and adjusted by the GEODETIC SOLUTIONS in June 2005. AA4253.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA4253.DATUM ITEM on the data sheet items page. AA4253.The horizontal coordinates are valid at the epoch date displayed above. AA4253.The epoch date for horizontal control is a decimal equivalence AA4253.of Year/Month/Day. AA4253 AA4253.The orthometric height was determined by GPS observations and a AA4253.high-resolution geoid model using precise GPS observation and AA4253.processing techniques. AA4253 AA4253.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4253 AA4253.The Laplace correction was computed from DEFLEC99 derived deflections. AA4253 AA4253.The ellipsoidal height was determined by GPS observations AA4253.and is referenced to NAD 83. AA4253 AA4253.The geoid height was determined by GEOID03. AA4253 AA4253; North East Units Scale Factor Converg. AA4253;SPC CA 3 - 546,328.587 1,971,455.093 MT 1.00003429 -0 11 46.0 AA4253;SPC CA 3 - 1,792,413.04 6,468,015.58 sFT 1.00003429 -0 11 46.0 AA4253;UTM 10 - 4,087,883.855 694,162.310 MT 1.00006445 +1 18 34.7 AA4253 AA4253! - Elev Factor x Scale Factor = Combined Factor AA4253!SPC CA 3 - 0.99999018 x 1.00003429 = 1.00002447 AA4253!UTM 10 - 0.99999018 x 1.00006445 = 1.00005463 AA4253 AA4253 SUPERSEDED SURVEY CONTROL AA4253 AA4253 NAD 83(1992)- 36 55 01.19277(N) 120 49 13.17908(W) AD(1991.35) 1 AA4253 ELLIP H (10/14/94) 62.71 (m) GP(1991.35) 4 2 AA4253 AA4253.Superseded values are not recommended for survey control. AA4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4253.See file dsdata.txt to determine how the superseded data were derived. AA4253 AA4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF9416287884(NAD 83) AA4253_MARKER: DD = SURVEY DISK AA4253_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AA4253_STAMPING: CA-HPGN-DENSIFICATION STA. 10-BK 1993 AA4253_MARK LOGO: CADT AA4253_PROJECTION: FLUSH AA4253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA4253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4253+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AA4253_ROD/PIPE-DEPTH: 9.00 meters AA4253 AA4253 HISTORY - Date Condition Report By AA4253 HISTORY - 1993 MONUMENTED CADT AA4253 HISTORY - 19951127 GOOD CADT AA4253 HISTORY - 20040519 GOOD CADT AA4253 AA4253 STATION DESCRIPTION AA4253 AA4253'DESCRIBED BY CALTRANS 1993 (DBS) AA4253'THE STATION IS LOCATED NEAR THE JUNCTION OF INTERSTATE HIGHWAY 5 AND AA4253'STATE HIGHWAY 165 (MERCY SPRINGS ROAD), ABOUT 10 MI (16.1 KM) SOUTH OF AA4253'LOS BANOS. AA4253' AA4253'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND AA4253'STATE HIGHWAY 165 (MERCY SPRINGS ROAD), GO NORTH ON HIGHWAY 165 FOR AA4253'0.3 MI (0.5 KM) TO A SIDE ROAD RIGHT, POLE LINE ROAD. TURN RIGHT AND AA4253'GO EAST THEN SOUTHEAST ON POLE LINE ROAD FOR 1.5 MI (2.4 KM) TO A DIRT AA4253'SIDE ROAD LEFT. TURN LEFT AND GO EAST ON THE DIRT ROAD FOR 0.1 MI (0.2 AA4253'KM) TO THE STATION ON THE RIGHT. AA4253' AA4253'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET AA4253'IN CONCRETE FLUSH WITH THE GROUND. IT IS 239 FT (72.8 M) SOUTHEAST OF AA4253'A J-SHAPED STANDPIPE, 160 FT (48.8 M) NORTHEAST OF THE NORTHEAST AA4253'CORNER OF A CORRUGATED METAL SHED, 82.5 FT (25.1 M) WEST OF THE AA4253'CENTERLINE OF A DIRT ROAD THAT RUNS NORTH-SOUTH, 27.5 FT (8.4 M) SOUTH AA4253'OF THE CENTERLINE OF A DIRT ROAD THAT RUNS EAST-WEST, AND 2 FT (0.6 M) AA4253'NORTH OF A CARSONITE WITNESS POST. AA4253' AA4253'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AA4253'SURVEY. AA4253 AA4253 STATION RECOVERY (1995) AA4253 AA4253'RECOVERY NOTE BY CALTRANS 1995 (RGD) AA4253'RECOVERED AS DESCRIBED. AA4253 AA4253 STATION RECOVERY (2004) AA4253 AA4253'RECOVERY NOTE BY CALTRANS 2004 (DK) AA4253'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS AA4253'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AA4253'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1424 *********************************************************************** HS1424 DESIGNATION - J 1235 HS1424 PID - HS1424 HS1424 STATE/COUNTY- CA/MERCED HS1424 USGS QUAD - SANTA RITA BRIDGE (1977) HS1424 HS1424 *CURRENT SURVEY CONTROL HS1424 ___________________________________________________________________ HS1424* NAD 83(1986)- 37 03 07. (N) 120 34 21. (W) SCALED HS1424* NAVD 88 - 35.531 (meters) 116.57 (feet) ADJUSTED HS1424 ___________________________________________________________________ HS1424 GEOID HEIGHT- -32.96 (meters) GEOID03 HS1424 DYNAMIC HT - 35.503 (meters) 116.48 (feet) COMP HS1424 MODELED GRAV- 979,858.7 (mgal) NAVD 88 HS1424 HS1424 VERT ORDER - FIRST CLASS I HS1424 HS1424.The horizontal coordinates were scaled from a topographic map and have HS1424.an estimated accuracy of +/- 6 seconds. HS1424 HS1424.The orthometric height was determined by differential leveling HS1424.and adjusted by the National Geodetic Survey in June 1991. HS1424 HS1424.The geoid height was determined by GEOID03. HS1424 HS1424.The dynamic height is computed by dividing the NAVD 88 HS1424.geopotential number by the normal gravity value computed on the HS1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1424.degrees latitude (g = 980.6199 gals.). HS1424 HS1424.The modeled gravity was interpolated from observed gravity values. HS1424 HS1424; North East Units Estimated Accuracy HS1424;SPC CA 3 - 561,260. 1,993,550. MT (+/- 180 meters Scaled) HS1424 HS1424 SUPERSEDED SURVEY CONTROL HS1424 HS1424 NGVD 29 (??/??/92) 35.21 (m) 115.5 (f) COMPUTED 1 1 HS1424 HS1424.Superseded values are not recommended for survey control. HS1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1424.See file dsdata.txt to determine how the superseded data were derived. HS1424 HS1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG158033(NAD 83) HS1424_MARKER: DB = BENCH MARK DISK HS1424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS1424_SP_SET: CONCRETE HEADWALL HS1424_STAMPING: J 1235 1972 HS1424_MARK LOGO: CGS HS1424_MAGNETIC: N = NO MAGNETIC MATERIAL HS1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1424+STABILITY: SURFACE MOTION HS1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1424+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1424 HS1424 HISTORY - Date Condition Report By HS1424 HISTORY - 1972 MONUMENTED NGS HS1424 HISTORY - 19881110 GOOD NGS HS1424 HISTORY - 20040519 GOOD CADT HS1424 HS1424 STATION DESCRIPTION HS1424 HS1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1424'18.8 MI SW FROM CHOWCHILLA. HS1424'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR HS1424'SCHOOL AT CHOWCHILLA, THENCE 16.0 MILES WEST ALONG STATE HIGHWAY HS1424'152, 15.25 MILES EAST OF LOS BANOS, AT THE JUNCTION OF WILLIS HS1424'ROAD, IN THE TOP AND 0.8 FOOT NORTH OF THE SOUTH END OF THE HS1424'EAST CONCRETE WALL OF A SIPHON UNDER THE HIGHWAY AND A TURN-OUT HS1424'STRUCTURE, 36 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES HS1424'OF THE HIGHWAY, 157 FEET WEST OF THE CENTER LINE OF THE ROAD, HS1424'82 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CALIFORNIA CORN HS1424'GROWERS OFFICE BUILDING, AND ABOUT LEVEL WITH THE HIGHWAY. HS1424'SECTION 20, T10S, R13E. HS1424 HS1424 STATION RECOVERY (1988) HS1424 HS1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1424'RECOVERED IN GOOD CONDITION. HS1424 HS1424 STATION RECOVERY (2004) HS1424 HS1424'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1424'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1424'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1424'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI1016 *********************************************************************** AI1016 DESIGNATION - J 153 RESET AI1016 PID - AI1016 AI1016 STATE/COUNTY- CA/MERCED AI1016 USGS QUAD - LOS BANOS (1987) AI1016 AI1016 *CURRENT SURVEY CONTROL AI1016 ___________________________________________________________________ AI1016* NAD 83(1986)- 37 03 25. (N) 120 50 01. (W) SCALED AI1016* NAVD 88 - 35.09 (meters) 115.1 (feet) RESET AI1016 ___________________________________________________________________ AI1016 GEOID HEIGHT- -33.22 (meters) GEOID03 AI1016 AI1016 VERT ORDER - THIRD AI1016 AI1016.The horizontal coordinates were scaled from a topographic map and have AI1016.an estimated accuracy of +/- 6 seconds. AI1016 AI1016.The orthometric height was computed from unverified reset data. AI1016.No vertical observational check was made to the station. AI1016 AI1016.The geoid height was determined by GEOID03. AI1016 AI1016; North East Units Estimated Accuracy AI1016;SPC CA 3 - 561,860. 1,970,330. MT (+/- 180 meters Scaled) AI1016 AI1016 SUPERSEDED SURVEY CONTROL AI1016 AI1016.No superseded survey control is available for this station. AI1016 AI1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG926033(NAD 83) AI1016_MARKER: DB = BENCH MARK DISK AI1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI1016_STAMPING: J 153 RESET 1933 1998 114.101 AI1016_MARK LOGO: CGS AI1016_PROJECTION: FLUSH AI1016_MAGNETIC: N = NO MAGNETIC MATERIAL AI1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI1016+STABILITY: SURFACE MOTION AI1016 AI1016 HISTORY - Date Condition Report By AI1016 HISTORY - 1998 MONUMENTED LOCENG AI1016 HISTORY - 20040519 GOOD CADT AI1016 AI1016 STATION DESCRIPTION AI1016 AI1016'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (RCH) AI1016'IN LOS BANOS, 0.1 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 152 AI1016'AND MERCEY SPRINGS ROAD, AT THE NORTHEAST CORNER OF THE CALIFORNIA AI1016'STATE HIGHWAY MAINTENANCE YARD, 59.0 FT (17.9 M) SOUTHWEST OF AI1016'SOUTHWEST CORNER OF A 4 X 3 FOOT CONCRETE DRAINAGE INLET STRUCTURE, AI1016'12.0 FT (3.6 M) SOUTH-SOUTHEAST OF CENTER OF FIRE HYDRANT, 1.0 FOOT AI1016'(0.3 M) NORTH OF A FENCE AND WITNESS MARKER, 1.0 FOOT (0.3 M) HIGHER AI1016'THAN THE HIGHWAY, AND PROJECTING 0.4 FOOT (0.12 M) ABOVE GROUND. AI1016'NOTE--THE OLD DISK WAS USED FOR THE RESET. AI1016 AI1016 STATION RECOVERY (2004) AI1016 AI1016'RECOVERY NOTE BY CALTRANS 2004 (GC) AI1016'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS AI1016'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AI1016'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS2341 *********************************************************************** HS2341 DESIGNATION - K 361 HS2341 PID - HS2341 HS2341 STATE/COUNTY- CA/MERCED HS2341 USGS QUAD - SAN LUIS DAM (1978) HS2341 HS2341 *CURRENT SURVEY CONTROL HS2341 ___________________________________________________________________ HS2341* NAD 83(1998)- 37 03 31.98255(N) 121 03 24.76163(W) ADJUSTED HS2341* NAVD 88 - 86.973 (meters) 285.34 (feet) ADJUSTED HS2341 ___________________________________________________________________ HS2341 EPOCH DATE - 2004.50 HS2341 X - -2,629,021.079 (meters) COMP HS2341 Y - -4,365,603.340 (meters) COMP HS2341 Z - 3,822,642.742 (meters) COMP HS2341 LAPLACE CORR- -5.94 (seconds) DEFLEC99 HS2341 ELLIP HEIGHT- 54.17 (meters) (06/30/05) GPS OBS HS2341 GEOID HEIGHT- -32.74 (meters) GEOID03 HS2341 DYNAMIC HT - 86.905 (meters) 285.12 (feet) COMP HS2341 MODELED GRAV- 979,843.0 (mgal) NAVD 88 HS2341 HS2341 HORZ ORDER - B HS2341 VERT ORDER - FIRST CLASS I HS2341 ELLP ORDER - FOURTH CLASS I HS2341 HS2341.The horizontal coordinates were established by GPS observations HS2341.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS2341.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS2341.DATUM ITEM on the data sheet items page. HS2341.The horizontal coordinates are valid at the epoch date displayed above. HS2341.The epoch date for horizontal control is a decimal equivalence HS2341.of Year/Month/Day. HS2341 HS2341.The orthometric height was determined by differential leveling HS2341.and adjusted by the National Geodetic Survey in June 1991. HS2341 HS2341.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS2341 HS2341.The Laplace correction was computed from DEFLEC99 derived deflections. HS2341 HS2341.The ellipsoidal height was determined by GPS observations HS2341.and is referenced to NAD 83. HS2341 HS2341.The geoid height was determined by GEOID03. HS2341 HS2341.The dynamic height is computed by dividing the NAVD 88 HS2341.geopotential number by the normal gravity value computed on the HS2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2341.degrees latitude (g = 980.6199 gals.). HS2341 HS2341.The modeled gravity was interpolated from observed gravity values. HS2341 HS2341; North East Units Scale Factor Converg. HS2341;SPC CA 3 - 562,173.383 1,950,469.800 MT 1.00000162 -0 20 27.4 HS2341;SPC CA 3 - 1,844,397.17 6,399,166.34 sFT 1.00000162 -0 20 27.4 HS2341;UTM 10 - 4,103,170.470 672,767.069 MT 0.99996771 +1 10 16.6 HS2341 HS2341! - Elev Factor x Scale Factor = Combined Factor HS2341!SPC CA 3 - 0.99999150 x 1.00000162 = 0.99999312 HS2341!UTM 10 - 0.99999150 x 0.99996771 = 0.99995921 HS2341 HS2341 SUPERSEDED SURVEY CONTROL HS2341 HS2341 NAD 83(1992)- 37 03 31.97750(N) 121 03 24.75629(W) AD(1991.35) 1 HS2341 ELLIP H (10/14/94) 54.25 (m) GP(1991.35) 4 2 HS2341 NAVD 88 (06/30/05) 86.95 (m) 285.3 (f) LEVELING 3 HS2341 NAVD 88 (10/14/94) 86.97 (m) 285.3 (f) LEVELING 3 HS2341 NGVD 29 (??/??/??) 86.111 (m) 282.52 (f) ADJUSTED 1 1 HS2341 HS2341.Superseded values are not recommended for survey control. HS2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2341.See file dsdata.txt to determine how the superseded data were derived. HS2341 HS2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG7276703170(NAD 83) HS2341_MARKER: DB = BENCH MARK DISK HS2341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS2341_SP_SET: CONCRETE HEADWALL HS2341_STAMPING: K 361 1952 HS2341_MARK LOGO: CGS HS2341_MAGNETIC: N = NO MAGNETIC MATERIAL HS2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2341+STABILITY: SURFACE MOTION HS2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS2341+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 HS2341 HS2341 HISTORY - Date Condition Report By HS2341 HISTORY - 1952 MONUMENTED CGS HS2341 HISTORY - 1972 GOOD NGS HS2341 HISTORY - 1974 GOOD NGS HS2341 HISTORY - 19881012 GOOD NGS HS2341 HISTORY - 19940114 GOOD CADT HS2341 HISTORY - 20040901 GOOD CADT HS2341 HS2341 STATION DESCRIPTION HS2341 HS2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS2341'11.3 MI W FROM LOS BANOS. HS2341'10.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS2341'OF SIXTH STREET AT LOS BANOS, THENCE 0.4 MILE WEST ALONG THE HS2341'SOUTH FRONAGE ROAD, 0.2 MILE EAST ALONG THE FRONTAGE ROAD HS2341'FROM THE DEPARTMENT OF WATER RESOURCES BUILDINGS, IN THE TOP HS2341'OF THE EAST END OF A 4- BY 4-FOOT CONCRETE BOX CULVERT UNDER HS2341'THE FRONTAGE ROAD, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HS2341'ROAD, 345 FEET EAST OF THE JUNCTION OF A ROAD NORTH TO STATE HS2341'HIGHWAY 152, AND ABOUT LEVEL WITH THE ROAD. HS2341 HS2341 STATION RECOVERY (1974) HS2341 HS2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 HS2341'RECOVERED IN GOOD CONDITION. HS2341 HS2341 STATION RECOVERY (1988) HS2341 HS2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2341'RECOVERED IN GOOD CONDITION. HS2341 HS2341 STATION RECOVERY (1994) HS2341 HS2341'RECOVERY NOTE BY CALTRANS 1994 (DBS) HS2341'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. HS2341' HS2341'THE STATION IS LOCATED NEAR THE SAN LUIS RESERVOIR, ABOUT 12 MI (19.3 HS2341'KM) WEST OF LOS BANOS AND ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF SANTA HS2341'NELLA. HS2341' HS2341'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND HS2341'STATE HIGHWAY 152, ABOUT 7 MI (11.3 KM) WEST OF LOS BANOS, GO WEST ON HS2341'HIGHWAY 152 FOR 2.55 MI (4.10 KM) TO THE JUNCTION WITH STATE HIGHWAY HS2341'33. CONTINUE WEST ON HIGHWAY 152 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD HS2341'LEFT, GONZAGA ROAD. TURN LEFT AND GO SOUTH ON GONZAGA ROAD FOR 0.15 MI HS2341'(0.24 KM) TO AN INTERSECTION. TURN LEFT AND GO EAST ON GONZAGA ROAD HS2341'FOR 0.05 MI (0.08 KM) TO A CULVERT UNDER THE ROAD AND THE STATION ON HS2341'THE LEFT. HS2341' HS2341'THE STATION IS IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HS2341'HEADWALL OF A 4-FT BY 4-FT CONCRETE BOX CULVERT UNDER GONZAGA ROAD, HS2341'98.0 FT (29.9 M) NORTHEAST OF AND ACROSS THE ROAD FROM A 1-FT BY 1-FT HS2341'BY 3-FT UTILITY BOX AND UNDERGROUND CABLE WARNING SIGN, 44.4 NORTH OF HS2341'AND ACROSS THE ROAD FROM A WOODEN WARNING POST FOR UNDERGROUND CABLES, HS2341'18.6 FT (5.7 M) NORTH OF THE CENTERLINE OF GONZAGA ROAD, 1.0 FT (0.3 HS2341'M) WEST OF A METAL POST WITH REFLECTORS, AND LEVEL WITH THE ROADWAY. HS2341' HS2341'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION HS2341'SURVEY. HS2341 HS2341 STATION RECOVERY (2004) HS2341 HS2341'RECOVERY NOTE BY CALTRANS 2004 (GC) HS2341'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS2341'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS2341'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5467 *********************************************************************** HS5467 DESIGNATION - N 1235 RESET HS5467 PID - HS5467 HS5467 STATE/COUNTY- CA/MERCED HS5467 USGS QUAD - DELTA RANCH (1977) HS5467 HS5467 *CURRENT SURVEY CONTROL HS5467 ___________________________________________________________________ HS5467* NAD 83(1986)- 37 03 16. (N) 120 41 02. (W) SCALED HS5467* NAVD 88 - 32.47 (meters) 106.5 (feet) RESET HS5467 ___________________________________________________________________ HS5467 GEOID HEIGHT- -33.13 (meters) GEOID03 HS5467 HS5467 VERT ORDER - THIRD HS5467 HS5467.The horizontal coordinates were scaled from a topographic map and have HS5467.an estimated accuracy of +/- 6 seconds. HS5467 HS5467.The orthometric height was computed from unverified reset data. HS5467.No vertical observational check was made to the station. HS5467 HS5467.The geoid height was determined by GEOID03. HS5467 HS5467; North East Units Estimated Accuracy HS5467;SPC CA 3 - 561,550. 1,983,640. MT (+/- 180 meters Scaled) HS5467 HS5467 SUPERSEDED SURVEY CONTROL HS5467 HS5467.No superseded survey control is available for this station. HS5467 HS5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG059034(NAD 83) HS5467_MARKER: DB = BENCH MARK DISK HS5467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS5467_SP_SET: CONCRETE HEADWALL HS5467_STAMPING: N 1235 RESET 1991 HS5467_MARK LOGO: NGS HS5467_MAGNETIC: N = NO MAGNETIC MATERIAL HS5467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5467+STABILITY: SURFACE MOTION HS5467 HS5467 HISTORY - Date Condition Report By HS5467 HISTORY - 1991 MONUMENTED CADT HS5467 HISTORY - 20040519 GOOD CADT HS5467 HS5467 STATION DESCRIPTION HS5467 HS5467'DESCRIBED BY CALTRANS 1991 HS5467'8.45 MILES (13.60 KM) EAST ALONG STATE HIGHWAY ROUTE 152 FROM THE HS5467'INTERSECTION OF MERCY SPRINGS ROAD IN LOS BANOS, AT CARLUCCI ROAD, HS5467'ABOUT 218 FEET (66.4 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 152, HS5467'ON THE EAST SIDE OF CARLUCCI ROAD, 0.3 FOOT (9.1 CM) HIGHER THAN 22 HS5467'FEET (6.7 M) EASTERLY OF CENTERLINE OF CARLUCCI ROAD, JUNCTION POLE HS5467'BEARS NORTH 75 DEGS WEST, 56.2 FEET (17.1 M) FROM THE CENTERLINE OF HS5467'STATE ROUTE 152 BEARS NORTH 218 DEG, 9 FEET (2.7 M) NORTH OF A WITNESS HS5467'POST. HS5467 HS5467 STATION RECOVERY (2004) HS5467 HS5467'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5467'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS5467'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5467'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5128 *********************************************************************** HS5128 DESIGNATION - N 1444 HS5128 PID - HS5128 HS5128 STATE/COUNTY- CA/MERCED HS5128 USGS QUAD - VOLTA (1971) HS5128 HS5128 *CURRENT SURVEY CONTROL HS5128 ___________________________________________________________________ HS5128* NAD 83(1986)- 37 03 22. (N) 120 55 36. (W) SCALED HS5128* NAVD 88 - 38.578 (meters) 126.57 (feet) ADJUSTED HS5128 ___________________________________________________________________ HS5128 GEOID HEIGHT- -33.12 (meters) GEOID03 HS5128 DYNAMIC HT - 38.547 (meters) 126.47 (feet) COMP HS5128 MODELED GRAV- 979,833.5 (mgal) NAVD 88 HS5128 HS5128 VERT ORDER - FIRST CLASS II HS5128 HS5128.The horizontal coordinates were scaled from a topographic map and have HS5128.an estimated accuracy of +/- 6 seconds. HS5128 HS5128.The orthometric height was determined by differential leveling HS5128.and adjusted by the National Geodetic Survey in June 1991. HS5128 HS5128.The geoid height was determined by GEOID03. HS5128 HS5128.The dynamic height is computed by dividing the NAVD 88 HS5128.geopotential number by the normal gravity value computed on the HS5128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5128.degrees latitude (g = 980.6199 gals.). HS5128 HS5128.The modeled gravity was interpolated from observed gravity values. HS5128 HS5128; North East Units Estimated Accuracy HS5128;SPC CA 3 - 561,810. 1,962,050. MT (+/- 180 meters Scaled) HS5128 HS5128 SUPERSEDED SURVEY CONTROL HS5128 HS5128.No superseded survey control is available for this station. HS5128 HS5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG843031(NAD 83) HS5128_MARKER: I = METAL ROD HS5128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5128_SP_SET: STAINLESS STEEL ROD HS5128_STAMPING: N 1444 1988 HS5128_MARK LOGO: NGS HS5128_PROJECTION: PROJECTING 6 CENTIMETERS HS5128_MAGNETIC: N = NO MAGNETIC MATERIAL HS5128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5128+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS5128_ROD/PIPE-DEPTH: 14.6 meters HS5128 HS5128 HISTORY - Date Condition Report By HS5128 HISTORY - 1988 MONUMENTED NGS HS5128 HISTORY - 20040519 GOOD CADT HS5128 HS5128 STATION DESCRIPTION HS5128 HS5128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HS5128'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF HS5128'6TH STREET IN LOS BANOS, 34.2 M (112.2 FT) SOUTH OF THE CENTERLINE OF HS5128'THE EASTBOUND LANES OF THE HIGHWAY, 7.6 M (24.9 FT) WEST OF THE HS5128'CENTERLINE OF VOLTA ROAD, 0.8 M (2.6 FT) NORTH OF UTILITY POLE NUMBER HS5128'4411, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M HS5128'(1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO DATUM POINT IS HAD HS5128'THROUGH A 5-INCH LOGO CAP. HS5128 HS5128 STATION RECOVERY (2004) HS5128 HS5128'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5128'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS5128'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5128'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AB5018 *********************************************************************** AB5018 DESIGNATION - P 990 RESET AB5018 PID - AB5018 AB5018 STATE/COUNTY- CA/MERCED AB5018 USGS QUAD - SANTA RITA BRIDGE (1977) AB5018 AB5018 *CURRENT SURVEY CONTROL AB5018 ___________________________________________________________________ AB5018* NAD 83(1986)- 37 03 20. (N) 120 33 01. (W) SCALED AB5018* NAVD 88 - 39.91 (meters) 130.9 (feet) RESET AB5018 ___________________________________________________________________ AB5018 GEOID HEIGHT- -32.91 (meters) GEOID03 AB5018 AB5018 VERT ORDER - THIRD AB5018 AB5018.The horizontal coordinates were scaled from a topographic map and have AB5018.an estimated accuracy of +/- 6 seconds. AB5018 AB5018.The orthometric height was computed from unverified reset data. AB5018 AB5018.The geoid height was determined by GEOID03. AB5018 AB5018; North East Units Estimated Accuracy AB5018;SPC CA 3 - 561,660. 1,995,530. MT (+/- 180 meters Scaled) AB5018 AB5018 SUPERSEDED SURVEY CONTROL AB5018 AB5018.No superseded survey control is available for this station. AB5018 AB5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG178038(NAD 83) AB5018_MARKER: DV = VERTICAL CONTROL DISK AB5018_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AB5018_SP_SET: CONC. BRIDGE K-RAIL AB5018_STAMPING: P 990 RESET 1991 AB5018_MARK LOGO: NGS AB5018_MAGNETIC: N = NO MAGNETIC MATERIAL AB5018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5018+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AB5018 AB5018 HISTORY - Date Condition Report By AB5018 HISTORY - 1996 MONUMENTED CADT AB5018 HISTORY - 20040519 GOOD CADT AB5018 AB5018 STATION DESCRIPTION AB5018 AB5018'DESCRIBED BY CALTRANS 1996 (PDG) AB5018'FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND 152 GO WEST ON STATE AB5018'HIGHWAY 152 APPROXIMATELY 3.8 MILES (6.1 KM) TO THE WEST END OF THE AB5018'SAN JOAQUIN RIVER BRIDGE AND THE STATION ON THE LEFT, NEAR THE WEST AB5018'END OF THE EASTBOUND BRIDGE, ON TOP OF THE NORTH CONCRETE BARRIER AB5018'RAIL, 4.0 FEET (1.2 M) EAST OF THE WEST END OF THE RAIL. AB5018 AB5018 STATION RECOVERY (2004) AB5018 AB5018'RECOVERY NOTE BY CALTRANS 2004 (GC) AB5018'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS AB5018'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AB5018'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1413 *********************************************************************** HS1413 DESIGNATION - R 1235 HS1413 PID - HS1413 HS1413 STATE/COUNTY- CA/MERCED HS1413 USGS QUAD - DELTA RANCH (1977) HS1413 HS1413 *CURRENT SURVEY CONTROL HS1413 ___________________________________________________________________ HS1413* NAD 83(1986)- 37 02 54. (N) 120 38 08. (W) SCALED HS1413* NAVD 88 - 40.630 (meters) 133.30 (feet) ADJUSTED HS1413 ___________________________________________________________________ HS1413 GEOID HEIGHT- -33.08 (meters) GEOID03 HS1413 DYNAMIC HT - 40.598 (meters) 133.20 (feet) COMP HS1413 MODELED GRAV- 979,851.0 (mgal) NAVD 88 HS1413 HS1413 VERT ORDER - FIRST CLASS I HS1413 HS1413.The horizontal coordinates were scaled from a topographic map and have HS1413.an estimated accuracy of +/- 6 seconds. HS1413 HS1413.The orthometric height was determined by differential leveling HS1413.and adjusted by the National Geodetic Survey in June 1991. HS1413 HS1413.The geoid height was determined by GEOID03. HS1413 HS1413.The dynamic height is computed by dividing the NAVD 88 HS1413.geopotential number by the normal gravity value computed on the HS1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1413.degrees latitude (g = 980.6199 gals.). HS1413 HS1413.The modeled gravity was interpolated from observed gravity values. HS1413 HS1413; North East Units Estimated Accuracy HS1413;SPC CA 3 - 560,860. 1,987,940. MT (+/- 180 meters Scaled) HS1413 HS1413 SUPERSEDED SURVEY CONTROL HS1413 HS1413.No superseded survey control is available for this station. HS1413 HS1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG102028(NAD 83) HS1413_MARKER: DB = BENCH MARK DISK HS1413_SETTING: 36 = SET IN A MASSIVE STRUCTURE HS1413_SP_SET: CONC. BRIDGE K-RAIL HS1413_STAMPING: R 1235 1972 HS1413_MARK LOGO: CGS HS1413_MAGNETIC: N = NO MAGNETIC MATERIAL HS1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1413+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1413 HS1413 HISTORY - Date Condition Report By HS1413 HISTORY - 19881117 MONUMENTED NGS HS1413 HISTORY - 19881117 GOOD NGS HS1413 HISTORY - 20040519 GOOD CADT HS1413 HS1413 STATION DESCRIPTION HS1413 HS1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HS1413'11.8 MI E FROM LOS BANOS. HS1413'11.75 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS1413'OF MERCEY SPRINGS ROAD AT LOS BANOS, AT STATE HIGHWAY 152 HS1413'OVERPASS OVER STATE HIGHWAY 33 AT THE DOS PALOS Y, IN THE TOP HS1413'AND 3.0 FEET EAST OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL HS1413'BASE OF THE EASTBOUND LANES OF BRIDGE 39-189R, 18 FEET NORTH OF HS1413'THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND ABOUT HS1413'1 1/2 FEET HIGHER THAN THE HIGHWAY. SECTION 22, T10S, R12E. HS1413 HS1413 STATION RECOVERY (1988) HS1413 HS1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1413'RECOVERED IN GOOD CONDITION. HS1413 HS1413 STATION RECOVERY (2004) HS1413 HS1413'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1413'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1413'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1413'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6664 *********************************************************************** DH6664 HT_MOD - This is a Height Modernization Survey Station. DH6664 DESIGNATION - ROMO DH6664 PID - DH6664 DH6664 STATE/COUNTY- CA/MERCED DH6664 USGS QUAD - OXALIS (1984) DH6664 DH6664 *CURRENT SURVEY CONTROL DH6664 ___________________________________________________________________ DH6664* NAD 83(1998)- 36 54 36.48604(N) 120 32 43.33613(W) ADJUSTED DH6664* NAVD 88 - 41.05 (meters) 134.7 (feet) GPS OBS DH6664 ___________________________________________________________________ DH6664 EPOCH DATE - 2004.50 DH6664 X - -2,594,971.313 (meters) COMP DH6664 Y - -4,397,420.576 (meters) COMP DH6664 Z - 3,809,428.352 (meters) COMP DH6664 LAPLACE CORR- 2.54 (seconds) DEFLEC99 DH6664 ELLIP HEIGHT- 7.71 (meters) (06/30/05) GPS OBS DH6664 GEOID HEIGHT- -33.29 (meters) GEOID03 DH6664 DH6664 HORZ ORDER - B DH6664 ELLP ORDER - FOURTH CLASS I DH6664 DH6664.The horizontal coordinates were established by GPS observations DH6664.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6664.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6664.DATUM ITEM on the data sheet items page. DH6664.The horizontal coordinates are valid at the epoch date displayed above. DH6664.The epoch date for horizontal control is a decimal equivalence DH6664.of Year/Month/Day. DH6664 DH6664.The orthometric height was determined by GPS observations and a DH6664.high-resolution geoid model using precise GPS observation and DH6664.processing techniques. DH6664 DH6664.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6664 DH6664.The Laplace correction was computed from DEFLEC99 derived deflections. DH6664 DH6664.The ellipsoidal height was determined by GPS observations DH6664.and is referenced to NAD 83. DH6664 DH6664.The geoid height was determined by GEOID03. DH6664 DH6664; North East Units Scale Factor Converg. DH6664;SPC CA 3 - 545,518.923 1,995,956.545 MT 1.00003603 -0 01 40.0 DH6664;SPC CA 3 - 1,789,756.67 6,548,400.76 sFT 1.00003603 -0 01 40.0 DH6664;UTM 10 - 4,087,717.599 718,678.789 MT 1.00018915 +1 28 29.1 DH6664 DH6664! - Elev Factor x Scale Factor = Combined Factor DH6664!SPC CA 3 - 0.99999879 x 1.00003603 = 1.00003482 DH6664!UTM 10 - 0.99999879 x 1.00018915 = 1.00018794 DH6664 DH6664 SUPERSEDED SURVEY CONTROL DH6664 DH6664.No superseded survey control is available for this station. DH6664 DH6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF1867987718(NAD 83) DH6664_MARKER: DD = SURVEY DISK DH6664_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6664_STAMPING: ROMO 2003 DH6664_MARK LOGO: CADT DH6664_PROJECTION: FLUSH DH6664_MAGNETIC: N = NO MAGNETIC MATERIAL DH6664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6664+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003 DH6664_ROD/PIPE-DEPTH: 6.1 meters DH6664_SLEEVE-DEPTH : 1.2 meters DH6664 DH6664 HISTORY - Date Condition Report By DH6664 HISTORY - 20030211 MONUMENTED CADT DH6664 DH6664 STATION DESCRIPTION DH6664 DH6664'DESCRIBED BY CALTRANS 2003 (GC) DH6664'THE STATION IS ABOUT 44 MILES NORTHWEST OF THE CITY OF FRESNO AND DH6664'ABOUT 6 MILES NORTHWEST OF THE TOWN OF FIREBAUGH. TO REACH THE DH6664'STATION FROM THE INTERSECTION OF STATE ROUTE 152 AND STATE ROUTE 33 DH6664'(ELGIN AVENUE) GO SOUTH ON STATE ROUTE 33 (ELGIN AVENUE) 6.8 MILES TO DH6664'A CURVE TO THE LEFT (SOUTHEAST), CONTINUE SOUTHEAST ALONG STATE ROUTE DH6664'33, 5.2 MILES TO HUDSON AVENUE (ON THE LEFT), CONTINUE SOUTHEAST DH6664'ALONG STATE ROUTE 33, 0.3 MILES TO THE STATION ON THE RIGHT DH6664'(SOUTHWEST). THE MONUMENT IS A 3 INCH ALUMINUM CADT DISK IN A WELL, DH6664'FLUSH, STAMPED ROMO 2003 AND IS SET ON AN ALUMINUM ROD DRIVEN 20 FT DH6664'INTO THE GROUND. THE MONUMENT IS 19.8 M NORTHEAST OF THE NORTHEAST DH6664'RAIL OF THE RAILROAD, 19.6 M NORTH OF THE CENTER OF A HEADWALL, 19.1 M DH6664'SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 33 AND 6.1 M NORTHWEST OF A DH6664'CONCRETE RAILROAD MONUMENT. THIS STATION WAS OBSERVED AS PART OF THE DH6664'SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5142 *********************************************************************** HS5142 DESIGNATION - S 1444 HS5142 PID - HS5142 HS5142 STATE/COUNTY- CA/MERCED HS5142 USGS QUAD - LOS BANOS (1987) HS5142 HS5142 *CURRENT SURVEY CONTROL HS5142 ___________________________________________________________________ HS5142* NAD 83(1986)- 37 03 20. (N) 120 51 24. (W) SCALED HS5142* NAVD 88 - 36.880 (meters) 121.00 (feet) ADJUSTED HS5142 ___________________________________________________________________ HS5142 GEOID HEIGHT- -33.21 (meters) GEOID03 HS5142 DYNAMIC HT - 36.851 (meters) 120.90 (feet) COMP HS5142 MODELED GRAV- 979,835.4 (mgal) NAVD 88 HS5142 HS5142 VERT ORDER - FIRST CLASS II HS5142 HS5142.The horizontal coordinates were scaled from a topographic map and have HS5142.an estimated accuracy of +/- 6 seconds. HS5142 HS5142.The orthometric height was determined by differential leveling HS5142.and adjusted by the National Geodetic Survey in June 1991. HS5142 HS5142.The geoid height was determined by GEOID03. HS5142 HS5142.The dynamic height is computed by dividing the NAVD 88 HS5142.geopotential number by the normal gravity value computed on the HS5142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5142.degrees latitude (g = 980.6199 gals.). HS5142 HS5142.The modeled gravity was interpolated from observed gravity values. HS5142 HS5142; North East Units Estimated Accuracy HS5142;SPC CA 3 - 561,720. 1,968,280. MT (+/- 180 meters Scaled) HS5142 HS5142 SUPERSEDED SURVEY CONTROL HS5142 HS5142.No superseded survey control is available for this station. HS5142 HS5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG905031(NAD 83) HS5142_MARKER: I = METAL ROD HS5142_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) HS5142_SP_SET: STAINLESS STEEL ROD IN SLEEVE HS5142_STAMPING: S 1444 1988 HS5142_MARK LOGO: NGS HS5142_PROJECTION: RECESSED 2 CENTIMETERS HS5142_MAGNETIC: N = NO MAGNETIC MATERIAL HS5142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5142+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS5142_ROD/PIPE-DEPTH: 21.0 meters HS5142_SLEEVE-DEPTH : 9.40 meters HS5142 HS5142 HISTORY - Date Condition Report By HS5142 HISTORY - 1988 MONUMENTED NGS HS5142 HISTORY - 20040519 GOOD CADT HS5142 HS5142 STATION DESCRIPTION HS5142 HS5142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HS5142'IN LOS BANOS, AT THE INTERSECTION OF WEST ADAMS AVENUE AND SHASTA HS5142'LANE, 16.6 M (54.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAINT HS5142'JOHN EVANGELICAL LUTHERAN CHURCH OFFICE, 7.6 M (24.9 FT) NORTH OF THE HS5142'CENTER OF THE AVENUE, 5.1 M (16.7 FT) EAST OF UTILITY POLE NUMBER 941, HS5142'2.7 M (9.9 FT) EAST OF THE EXTENDED CENTER OF THE LANE, 2.1 M HS5142'(6.9 FT) SOUTH OF THE SOUTHWEST CORNER OF A PAVED PARKING LOT, AND 0.2 HS5142'M (0.0 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS TO DATUM POINT HS5142'IS HAD THROUGH A 5-INCH LOGO CAP. HS5142 HS5142 STATION RECOVERY (2004) HS5142 HS5142'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5142'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS5142'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5142'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6672 *********************************************************************** DH6672 HT_MOD - This is a Height Modernization Survey Station. DH6672 DESIGNATION - SCOTTY DH6672 PID - DH6672 DH6672 STATE/COUNTY- CA/MERCED DH6672 USGS QUAD - CHARLESTON SCHOOL (1971) DH6672 DH6672 *CURRENT SURVEY CONTROL DH6672 ___________________________________________________________________ DH6672* NAD 83(1998)- 36 59 51.84410(N) 120 47 51.42304(W) ADJUSTED DH6672* NAVD 88 - 33.22 (meters) 109.0 (feet) GPS OBS DH6672 ___________________________________________________________________ DH6672 EPOCH DATE - 2004.50 DH6672 X - -2,611,310.346 (meters) COMP DH6672 Y - -4,380,928.034 (meters) COMP DH6672 Z - 3,817,192.290 (meters) COMP DH6672 LAPLACE CORR- -0.68 (seconds) DEFLEC99 DH6672 ELLIP HEIGHT- -0.12 (meters) (06/30/05) GPS OBS DH6672 GEOID HEIGHT- -33.30 (meters) GEOID03 DH6672 DH6672 HORZ ORDER - B DH6672 ELLP ORDER - FOURTH CLASS I DH6672 DH6672.The horizontal coordinates were established by GPS observations DH6672.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6672.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6672.DATUM ITEM on the data sheet items page. DH6672.The horizontal coordinates are valid at the epoch date displayed above. DH6672.The epoch date for horizontal control is a decimal equivalence DH6672.of Year/Month/Day. DH6672 DH6672.The orthometric height was determined by GPS observations and a DH6672.high-resolution geoid model using precise GPS observation and DH6672.processing techniques. DH6672 DH6672.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6672 DH6672.The Laplace correction was computed from DEFLEC99 derived deflections. DH6672 DH6672.The ellipsoidal height was determined by GPS observations DH6672.and is referenced to NAD 83. DH6672 DH6672.The geoid height was determined by GEOID03. DH6672 DH6672; North East Units Scale Factor Converg. DH6672;SPC CA 3 - 555,281.821 1,973,507.430 MT 1.00001496 -0 10 56.0 DH6672;SPC CA 3 - 1,821,787.11 6,474,748.96 sFT 1.00001496 -0 10 56.0 DH6672;UTM 10 - 4,096,888.362 695,978.576 MT 1.00007317 +1 19 32.8 DH6672 DH6672! - Elev Factor x Scale Factor = Combined Factor DH6672!SPC CA 3 - 1.00000002 x 1.00001496 = 1.00001498 DH6672!UTM 10 - 1.00000002 x 1.00007317 = 1.00007319 DH6672 DH6672 SUPERSEDED SURVEY CONTROL DH6672 DH6672.No superseded survey control is available for this station. DH6672 DH6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF9597996888(NAD 83) DH6672_MARKER: DD = SURVEY DISK DH6672_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6672_STAMPING: SCOTTY 2003 DH6672_MARK LOGO: CADT DH6672_PROJECTION: FLUSH DH6672_MAGNETIC: N = NO MAGNETIC MATERIAL DH6672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6672+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6672_ROD/PIPE-DEPTH: 6.1 meters DH6672_SLEEVE-DEPTH : 1.2 meters DH6672 DH6672 HISTORY - Date Condition Report By DH6672 HISTORY - 20030219 MONUMENTED CADT DH6672 DH6672 STATION DESCRIPTION DH6672 DH6672'DESCRIBED BY CALTRANS 2003 (GC) DH6672'THE STATION IS ABOUT 9 MILES WEST OF THE CITY OF DOS PALOS AND ABOUT 4 DH6672'MILES SOUTHEAST OF THE CITY OF LOS BANOS. TO REACH THE STATION FROM DH6672'THE INTERSECTION OF STATE HIGHWAY 152 AND STATE HIGHWAY 165 (MERCY DH6672'SPRING ROAD) ABOUT 1 MILE EAST OF THE CITY OF LOS BANOS, GO SOUTH 4.0 DH6672'MILES ON HWY 165 (MERCY SPRING ROAD) TO ALMOND DRIVE. GO LEFT (EAST) DH6672'2.1 MILES ON ALMOND DRIVE TO THE STATION ON THE RIGHT (SOUTH). THE DH6672'MONUMENT IS A 3.5 INCH CADT ALUMINUM DISK IN WELL, FLUSH, STAMPED DH6672'SCOTTY 2003, SET ON AN ALUMINUM ROD DRIVEN 20 FEET INTO THE GROUND, DH6672'17.0 METERS SOUTH OF THE CENTERLINE OF ALMOND DRIVE, 29.3 METERS DH6672'SOUTHWEST OF A POWER POLE, 15.6 METERS NORTHWEST OF A GATE POST. DH6672'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6672'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1418 *********************************************************************** HS1418 DESIGNATION - T 1235 HS1418 PID - HS1418 HS1418 STATE/COUNTY- CA/MERCED HS1418 USGS QUAD - SANTA RITA BRIDGE (1977) HS1418 HS1418 *CURRENT SURVEY CONTROL HS1418 ___________________________________________________________________ HS1418* NAD 83(1986)- 37 02 51. (N) 120 35 49. (W) SCALED HS1418* NAVD 88 - 36.467 (meters) 119.64 (feet) ADJUSTED HS1418 ___________________________________________________________________ HS1418 GEOID HEIGHT- -33.02 (meters) GEOID03 HS1418 DYNAMIC HT - 36.439 (meters) 119.55 (feet) COMP HS1418 MODELED GRAV- 979,855.2 (mgal) NAVD 88 HS1418 HS1418 VERT ORDER - FIRST CLASS I HS1418 HS1418.The horizontal coordinates were scaled from a topographic map and have HS1418.an estimated accuracy of +/- 6 seconds. HS1418 HS1418.The orthometric height was determined by differential leveling HS1418.and adjusted by the National Geodetic Survey in June 1991. HS1418 HS1418.The geoid height was determined by GEOID03. HS1418 HS1418.The dynamic height is computed by dividing the NAVD 88 HS1418.geopotential number by the normal gravity value computed on the HS1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1418.degrees latitude (g = 980.6199 gals.). HS1418 HS1418.The modeled gravity was interpolated from observed gravity values. HS1418 HS1418; North East Units Estimated Accuracy HS1418;SPC CA 3 - 560,770. 1,991,380. MT (+/- 180 meters Scaled) HS1418 HS1418 SUPERSEDED SURVEY CONTROL HS1418 HS1418 NGVD 29 (??/??/92) 36.04 (m) 118.2 (f) COMPUTED 1 1 HS1418 HS1418.Superseded values are not recommended for survey control. HS1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1418.See file dsdata.txt to determine how the superseded data were derived. HS1418 HS1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG136028(NAD 83) HS1418_MARKER: DB = BENCH MARK DISK HS1418_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS1418_SP_SET: CONCRETE HEADWALL HS1418_STAMPING: T 1235 1972 HS1418_MARK LOGO: CGS HS1418_MAGNETIC: N = NO MAGNETIC MATERIAL HS1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1418+STABILITY: SURFACE MOTION HS1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1418+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1418 HS1418 HISTORY - Date Condition Report By HS1418 HISTORY - 1972 MONUMENTED NGS HS1418 HISTORY - 19881117 GOOD NGS HS1418 HISTORY - 20040519 GOOD CADT HS1418 HS1418 STATION DESCRIPTION HS1418 HS1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1418'13.9 MI E FROM LOS BANOS. HS1418'13.9 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS1418'OF MERCEY SPRINGS ROAD AT LOS BANOS, 0.15 MILE WEST OF THE HS1418'JUNCTION OF INDIANA AVENUE SOUTH, AT THE CROSSING OF SANTA RITA HS1418'CANAL, IN THE TOP AND 1.9 FEET EAST OF THE WEST END OF THE SOUTH HS1418'CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS 39-198L, 36 1/2 HS1418'FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HS1418'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. SECTION 19, T10S, R13E. HS1418 HS1418 STATION RECOVERY (1988) HS1418 HS1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1418'RECOVERED IN GOOD CONDITION. HS1418 HS1418 STATION RECOVERY (2004) HS1418 HS1418'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1418'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1418'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1418'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AB3115 *********************************************************************** AB3115 DESIGNATION - T 816 RESET AB3115 PID - AB3115 AB3115 STATE/COUNTY- CA/MERCED AB3115 USGS QUAD - SAN LUIS DAM (1978) AB3115 AB3115 *CURRENT SURVEY CONTROL AB3115 ___________________________________________________________________ AB3115* NAD 83(1986)- 37 03 26. (N) 121 00 39. (W) SCALED AB3115* NAVD 88 - 82.93 (meters) 272.1 (feet) RESET AB3115 ___________________________________________________________________ AB3115 GEOID HEIGHT- -32.89 (meters) GEOID03 AB3115 AB3115 VERT ORDER - THIRD AB3115 AB3115.The horizontal coordinates were scaled from a topographic map and have AB3115.an estimated accuracy of +/- 6 seconds. AB3115 AB3115.The orthometric height was computed from unverified reset data. AB3115 AB3115.The geoid height was determined by GEOID03. AB3115 AB3115; North East Units Estimated Accuracy AB3115;SPC CA 3 - 561,970. 1,954,560. MT (+/- 180 meters Scaled) AB3115 AB3115 SUPERSEDED SURVEY CONTROL AB3115 AB3115.No superseded survey control is available for this station. AB3115 AB3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG768030(NAD 83) AB3115_MARKER: DB = BENCH MARK DISK AB3115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AB3115_SP_SET: CONCRETE HEADWALL AB3115_STAMPING: T 816 RESET 1994 AB3115_MARK LOGO: NGS AB3115_MAGNETIC: N = NO MAGNETIC MATERIAL AB3115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3115+STABILITY: SURFACE MOTION AB3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB3115+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AB3115 AB3115 HISTORY - Date Condition Report By AB3115 HISTORY - 1994 MONUMENTED CADT AB3115 HISTORY - 20040519 GOOD CADT AB3115 AB3115 STATION DESCRIPTION AB3115 AB3115'DESCRIBED BY CALTRANS 1994 (PDG) AB3115'8.8 MILES (14.2 KM) WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION AB3115'OF SIXTH STREET IN LOS BANOS, 0.3 MILE (0.5 KM) EAST OF THE AB3115'INTERSECTION OF STATE HIGHWAY 33 AND STATE HIGHWAY 152. LOCATED IN AB3115'CENTER OF CONCRETE HEADWALL FOR DOUBLE 54 INCH DIAMETER CONCRETE PIPES AB3115'ON SOUTH SIDE OF GONZAGA ROAD, WHICH IS JUST SOUTH OF STATE HIGHWAY AB3115'152. 94.6 FEET (28.8 M) EAST OF ELECTROLIER NO H0003, 23.3 FEET (7.1 AB3115'M) SOUTH OF BACK OF SIDEWALK, 10.0 FEET (3.0 M) EAST OF NORTHWEST AB3115'ANGLE POINT IN CONCRETE HEADWALL, 10.0 FEET (3.0 M) WEST OF NORTHEAST AB3115'ANGLE POINT IN CONCRETE HEADWALL. AB3115 AB3115 STATION RECOVERY (2004) AB3115 AB3115'RECOVERY NOTE BY CALTRANS 2004 (GC) AB3115'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AB3115'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AB3115'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5145 *********************************************************************** HS5145 DESIGNATION - U 1444 HS5145 PID - HS5145 HS5145 STATE/COUNTY- CA/MERCED HS5145 USGS QUAD - LOS BANOS (1987) HS5145 HS5145 *CURRENT SURVEY CONTROL HS5145 ___________________________________________________________________ HS5145* NAD 83(1986)- 37 03 24. (N) 120 49 14. (W) SCALED HS5145* NAVD 88 - 33.078 (meters) 108.52 (feet) ADJUSTED HS5145 ___________________________________________________________________ HS5145 GEOID HEIGHT- -33.23 (meters) GEOID03 HS5145 DYNAMIC HT - 33.052 (meters) 108.44 (feet) COMP HS5145 MODELED GRAV- 979,837.3 (mgal) NAVD 88 HS5145 HS5145 VERT ORDER - FIRST CLASS II HS5145 HS5145.The horizontal coordinates were scaled from a topographic map and have HS5145.an estimated accuracy of +/- 6 seconds. HS5145 HS5145.The orthometric height was determined by differential leveling HS5145.and adjusted by the National Geodetic Survey in June 1991. HS5145 HS5145.The geoid height was determined by GEOID03. HS5145 HS5145.The dynamic height is computed by dividing the NAVD 88 HS5145.geopotential number by the normal gravity value computed on the HS5145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5145.degrees latitude (g = 980.6199 gals.). HS5145 HS5145.The modeled gravity was interpolated from observed gravity values. HS5145 HS5145; North East Units Estimated Accuracy HS5145;SPC CA 3 - 561,830. 1,971,490. MT (+/- 180 meters Scaled) HS5145 HS5145 SUPERSEDED SURVEY CONTROL HS5145 HS5145.No superseded survey control is available for this station. HS5145 HS5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG937033(NAD 83) HS5145_MARKER: I = METAL ROD HS5145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5145_SP_SET: STAINLESS STEEL ROD HS5145_STAMPING: U 1444 1988 HS5145_MARK LOGO: NGS HS5145_PROJECTION: FLUSH HS5145_MAGNETIC: N = NO MAGNETIC MATERIAL HS5145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5145+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS5145_ROD/PIPE-DEPTH: 7.50 meters HS5145 HS5145 HISTORY - Date Condition Report By HS5145 HISTORY - 1988 MONUMENTED NGS HS5145 HISTORY - 20040519 GOOD CADT HS5145 HS5145 STATION DESCRIPTION HS5145 HS5145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HS5145'1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF HS5145'MERCY SPRINGS ROAD IN LOS BANOS, 23.3 M (76.4 FT) EAST OF THE CENTER HS5145'OF A PAVED STREET LEADING SOUTH TO THE RANCHO LOS BANOS MOBILE HOME HS5145'PARK, 16.0 M (52.5 FT) WEST OF THE CENTER OF A GRAVELED DRIVEWAY, 6.8 HS5145'M (22.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HS5145'HIGHWAY, 0.9 M (3.0 FT) EAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) HS5145'NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO DATUM POINT IS HAD HS5145'THROUGH A 5-INCH LOGO CAP. HS5145 HS5145 STATION RECOVERY (2004) HS5145 HS5145'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5145'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS HS5145'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5145'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1999 *********************************************************************** HS1999 HT_MOD - This is a Height Modernization Survey Station. HS1999 DESIGNATION - V 1070 USBR HS1999 PID - HS1999 HS1999 STATE/COUNTY- CA/MERCED HS1999 USGS QUAD - VOLTA (1971) HS1999 HS1999 *CURRENT SURVEY CONTROL HS1999 ___________________________________________________________________ HS1999* NAD 83(1998)- 37 00 01.54267(N) 120 54 31.32964(W) ADJUSTED HS1999* NAVD 88 - 72.86 (meters) 239.0 (feet) GPS OBS HS1999 ___________________________________________________________________ HS1999 EPOCH DATE - 2004.50 HS1999 X - -2,619,723.089 (meters) COMP HS1999 Y - -4,375,729.887 (meters) COMP HS1999 Z - 3,817,455.020 (meters) COMP HS1999 LAPLACE CORR- -4.58 (seconds) DEFLEC99 HS1999 ELLIP HEIGHT- 39.68 (meters) (06/30/05) GPS OBS HS1999 GEOID HEIGHT- -33.13 (meters) GEOID03 HS1999 HS1999 HORZ ORDER - B HS1999 VERT ORDER - FIRST CLASS I (See Below) HS1999 ELLP ORDER - FOURTH CLASS I HS1999 HS1999.The horizontal coordinates were established by GPS observations HS1999.and adjusted by the GEODETIC SOLUTIONS in June 2005. HS1999.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS1999.DATUM ITEM on the data sheet items page. HS1999.The horizontal coordinates are valid at the epoch date displayed above. HS1999.The epoch date for horizontal control is a decimal equivalence HS1999.of Year/Month/Day. HS1999 HS1999.The orthometric height was determined by GPS observations and a HS1999.high-resolution geoid model using precise GPS observation and HS1999.processing techniques. HS1999.The vertical order pertains to the NGVD 29 superseded value. HS1999 HS1999.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS1999 HS1999.The Laplace correction was computed from DEFLEC99 derived deflections. HS1999 HS1999.The ellipsoidal height was determined by GPS observations HS1999.and is referenced to NAD 83. HS1999 HS1999.The geoid height was determined by GEOID03. HS1999 HS1999; North East Units Scale Factor Converg. HS1999;SPC CA 3 - 555,618.116 1,963,620.489 MT 1.00001435 -0 15 00.8 HS1999;SPC CA 3 - 1,822,890.44 6,442,311.55 sFT 1.00001435 -0 15 00.8 HS1999;UTM 10 - 4,096,964.254 686,085.862 MT 1.00002660 +1 15 32.2 HS1999 HS1999! - Elev Factor x Scale Factor = Combined Factor HS1999!SPC CA 3 - 0.99999377 x 1.00001435 = 1.00000812 HS1999!UTM 10 - 0.99999377 x 1.00002660 = 1.00002037 HS1999 HS1999 SUPERSEDED SURVEY CONTROL HS1999 HS1999 NGVD 29 (??/??/??) 72.014 (m) 236.27 (f) ADJUSTED 1 1 HS1999 HS1999.Superseded values are not recommended for survey control. HS1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1999.See file dsdata.txt to determine how the superseded data were derived. HS1999 HS1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF8608696964(NAD 83) HS1999_MARKER: DD = SURVEY DISK HS1999_SETTING: 30 = SET IN A LIGHT STRUCTURE HS1999_SP_SET: WING WALL HS1999_STAMPING: V 1070 HS1999_MARK LOGO: BOR HS1999_MAGNETIC: N = NO MAGNETIC MATERIAL HS1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1999+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1999 HS1999 HISTORY - Date Condition Report By HS1999 HISTORY - UNK MONUMENTED BOR HS1999 HISTORY - 1967 GOOD NGS HS1999 HISTORY - 20040519 GOOD CADT HS1999 HS1999 STATION DESCRIPTION HS1999 HS1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS1999'7.5 MI NW FROM DOS AMIGOS PUMP PLANT. HS1999'7.5 MILES NORTHWEST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF HS1999'THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGO PUMP PLANT, AT CANAL HS1999'MILEAGE 79.23, AT THE CROSSING OF CANYON ROAD, IN THE TOP OF THE HS1999'SOUTHEAST WING WALL OF CANYON ROAD OVER THE CANAL, 15 FEET HS1999'EAST OF THE CENTER LINE OF CANYON ROAD, 3.0 FEET NORTH OF THE HS1999'SOUTH END OF THE WING WALL, 0.6 FOOT EAST OF THE EAST GUARDRAIL, HS1999'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. HS1999 HS1999 STATION RECOVERY (2004) HS1999 HS1999'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1999'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1999'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1999'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5146 *********************************************************************** HS5146 DESIGNATION - V 1444 HS5146 PID - HS5146 HS5146 STATE/COUNTY- CA/MERCED HS5146 USGS QUAD - DELTA RANCH (1977) HS5146 HS5146 *CURRENT SURVEY CONTROL HS5146 ___________________________________________________________________ HS5146* NAD 83(1986)- 37 03 16. (N) 120 43 32. (W) SCALED HS5146* NAVD 88 - 29.829 (meters) 97.86 (feet) ADJUSTED HS5146 ___________________________________________________________________ HS5146 GEOID HEIGHT- -33.18 (meters) GEOID03 HS5146 DYNAMIC HT - 29.806 (meters) 97.79 (feet) COMP HS5146 MODELED GRAV- 979,843.1 (mgal) NAVD 88 HS5146 HS5146 VERT ORDER - FIRST CLASS II HS5146 HS5146.The horizontal coordinates were scaled from a topographic map and have HS5146.an estimated accuracy of +/- 6 seconds. HS5146 HS5146.The orthometric height was determined by differential leveling HS5146.and adjusted by the National Geodetic Survey in June 1991. HS5146 HS5146.The geoid height was determined by GEOID03. HS5146 HS5146.The dynamic height is computed by dividing the NAVD 88 HS5146.geopotential number by the normal gravity value computed on the HS5146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5146.degrees latitude (g = 980.6199 gals.). HS5146 HS5146.The modeled gravity was interpolated from observed gravity values. HS5146 HS5146; North East Units Estimated Accuracy HS5146;SPC CA 3 - 561,560. 1,979,940. MT (+/- 180 meters Scaled) HS5146 HS5146 SUPERSEDED SURVEY CONTROL HS5146 HS5146.No superseded survey control is available for this station. HS5146 HS5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG022033(NAD 83) HS5146_MARKER: I = METAL ROD HS5146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5146_SP_SET: STAINLESS STEEL ROD HS5146_STAMPING: V 1444 1988 HS5146_MARK LOGO: NGS HS5146_PROJECTION: FLUSH HS5146_MAGNETIC: I = MARKER IS A STEEL ROD HS5146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5146+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS5146_ROD/PIPE-DEPTH: 13.0 meters HS5146 HS5146 HISTORY - Date Condition Report By HS5146 HISTORY - 1988 MONUMENTED NGS HS5146 HISTORY - 20040519 GOOD CADT HS5146 HS5146 STATION DESCRIPTION HS5146 HS5146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HS5146'9.5 KM (5.90 MI) EASTERLY ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF HS5146'MERCY SPRINGS ROAD IN LOS BANOS, 33.3 M (109.3 FT) EAST OF THE CENTER HS5146'OF DEEP WELL ROAD, 14.5 M (47.6 FT) SOUTH OF THE CENTERLINE OF THE HS5146'EASTBOUND LANES OF THE HIGHWAY, 10.6 M (34.8 FT) EAST-SOUTHEAST OF THE HS5146'SOUTH END OF A PIPE CULVERT, AND 0.2 M (0.7 FT) NORTH OF A WITNESS HS5146'POST AND FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH HS5146'LOGO CAP. HS5146 HS5146 STATION RECOVERY (2004) HS5146 HS5146'RECOVERY NOTE BY CALTRANS 2004 (DK) HS5146'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS5146'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5146'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1370 *********************************************************************** HS1370 DESIGNATION - W 1235 HS1370 PID - HS1370 HS1370 STATE/COUNTY- CA/MERCED HS1370 USGS QUAD - LOS BANOS (1987) HS1370 HS1370 *CURRENT SURVEY CONTROL HS1370 ___________________________________________________________________ HS1370* NAD 83(1986)- 37 03 25. (N) 120 52 21. (W) SCALED HS1370* NAVD 88 - 38.435 (meters) 126.10 (feet) ADJUSTED HS1370 ___________________________________________________________________ HS1370 GEOID HEIGHT- -33.20 (meters) GEOID03 HS1370 DYNAMIC HT - 38.404 (meters) 126.00 (feet) COMP HS1370 MODELED GRAV- 979,835.0 (mgal) NAVD 88 HS1370 HS1370 VERT ORDER - FIRST CLASS I HS1370 HS1370.The horizontal coordinates were scaled from a topographic map and have HS1370.an estimated accuracy of +/- 6 seconds. HS1370 HS1370.The orthometric height was determined by differential leveling HS1370.and adjusted by the National Geodetic Survey in June 1991. HS1370 HS1370.The geoid height was determined by GEOID03. HS1370 HS1370.The dynamic height is computed by dividing the NAVD 88 HS1370.geopotential number by the normal gravity value computed on the HS1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1370.degrees latitude (g = 980.6199 gals.). HS1370 HS1370.The modeled gravity was interpolated from observed gravity values. HS1370 HS1370; North East Units Estimated Accuracy HS1370;SPC CA 3 - 561,880. 1,966,870. MT (+/- 180 meters Scaled) HS1370 HS1370 SUPERSEDED SURVEY CONTROL HS1370 HS1370 NGVD 29 (??/??/??) 37.577 (m) 123.28 (f) ADJUSTED 1 1 HS1370 HS1370.Superseded values are not recommended for survey control. HS1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1370.See file dsdata.txt to determine how the superseded data were derived. HS1370 HS1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG891033(NAD 83) HS1370_MARKER: DB = BENCH MARK DISK HS1370_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES HS1370_SP_SET: CONC. PAD TRUCK SCALE HS1370_STAMPING: W 1235 1972 HS1370_MARK LOGO: CGS HS1370_MAGNETIC: N = NO MAGNETIC MATERIAL HS1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1370+STABILITY: SURFACE MOTION HS1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1370+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1370 HS1370 HISTORY - Date Condition Report By HS1370 HISTORY - 1972 MONUMENTED NGS HS1370 HISTORY - 19881102 GOOD NGS HS1370 HISTORY - 20040519 GOOD CADT HS1370 HS1370 STATION DESCRIPTION HS1370 HS1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1370'1.2 MI W FROM LOS BANOS. HS1370'1.2 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF HS1370'SIXTH STREET AT LOS BANOS, AT THE JUNCTION OF ORTIGALITA ROAD HS1370'SOUTH, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE HS1370'FOUNDATION OF TRUCK SCALES FOR LAS BANOS ABATTOIR BEEF, 71 FEET HS1370'NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, HS1370'244 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD, 20.0 FEET HS1370'WEST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE BUILDING, AND HS1370'ABOUT LEVEL WITH THE HIGHWAY. SECTION 16, T 10S, R10E HS1370 HS1370 STATION RECOVERY (1988) HS1370 HS1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1370'RECOVERED IN GOOD CONDITION. HS1370 HS1370 STATION RECOVERY (2004) HS1370 HS1370'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1370'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1370'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1370'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6673 *********************************************************************** DH6673 HT_MOD - This is a Height Modernization Survey Station. DH6673 DESIGNATION - WILLIAM 3 DH6673 PID - DH6673 DH6673 STATE/COUNTY- CA/MERCED DH6673 USGS QUAD - SANTA RITA BRIDGE (1977) DH6673 DH6673 *CURRENT SURVEY CONTROL DH6673 ___________________________________________________________________ DH6673* NAD 83(1998)- 37 02 01.05296(N) 120 34 20.07471(W) ADJUSTED DH6673* NAVD 88 - 35.30 (meters) 115.8 (feet) GPS OBS DH6673 ___________________________________________________________________ DH6673 EPOCH DATE - 2004.50 DH6673 X - -2,592,838.970 (meters) COMP DH6673 Y - -4,389,102.758 (meters) COMP DH6673 Z - 3,820,374.138 (meters) COMP DH6673 LAPLACE CORR- 3.24 (seconds) DEFLEC99 DH6673 ELLIP HEIGHT- 2.24 (meters) (06/30/05) GPS OBS DH6673 GEOID HEIGHT- -33.02 (meters) GEOID03 DH6673 DH6673 HORZ ORDER - B DH6673 ELLP ORDER - FOURTH CLASS I DH6673 DH6673.The horizontal coordinates were established by GPS observations DH6673.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6673.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6673.DATUM ITEM on the data sheet items page. DH6673.The horizontal coordinates are valid at the epoch date displayed above. DH6673.The epoch date for horizontal control is a decimal equivalence DH6673.of Year/Month/Day. DH6673 DH6673.The orthometric height was determined by GPS observations and a DH6673.high-resolution geoid model using precise GPS observation and DH6673.processing techniques. DH6673 DH6673.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6673 DH6673.The Laplace correction was computed from DEFLEC99 derived deflections. DH6673 DH6673.The ellipsoidal height was determined by GPS observations DH6673.and is referenced to NAD 83. DH6673 DH6673.The geoid height was determined by GEOID03. DH6673 DH6673; North East Units Scale Factor Converg. DH6673;SPC CA 3 - 559,225.368 1,993,572.321 MT 1.00000699 -0 02 39.2 DH6673;SPC CA 3 - 1,834,725.23 6,540,578.52 sFT 1.00000699 -0 02 39.2 DH6673;UTM 10 - 4,101,358.898 715,935.014 MT 1.00017444 +1 27 45.9 DH6673 DH6673! - Elev Factor x Scale Factor = Combined Factor DH6673!SPC CA 3 - 0.99999965 x 1.00000699 = 1.00000664 DH6673!UTM 10 - 0.99999965 x 1.00017444 = 1.00017409 DH6673 DH6673 SUPERSEDED SURVEY CONTROL DH6673 DH6673.No superseded survey control is available for this station. DH6673 DH6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG1593501359(NAD 83) DH6673_MARKER: DD = SURVEY DISK DH6673_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6673_STAMPING: WILLIAM 3 2003 DH6673_MARK LOGO: CADT DH6673_PROJECTION: FLUSH DH6673_MAGNETIC: N = NO MAGNETIC MATERIAL DH6673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6673+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003 DH6673_ROD/PIPE-DEPTH: 6.1 meters DH6673_SLEEVE-DEPTH : 1.2 meters DH6673 DH6673 HISTORY - Date Condition Report By DH6673 HISTORY - 20030219 MONUMENTED CADT DH6673 DH6673 STATION DESCRIPTION DH6673 DH6673'DESCRIBED BY CALTRANS 2003 (GC) DH6673'THE STATION IS ABOUT 14 MILES EAST OF THE CITY OF LOS BANOS AND ABOUT DH6673'4 MILES NORTHEAST OF THE CITY OF DOS PALOS. TO REACH THE STATION FROM DH6673'THE INTERSECTION OF STATE HIGHWAY 152 AND STATE HIGHWAY 33 (ELGIN DH6673'AVENUE), 5 MILES NORTH OF THE CITY OF DOS PALOS, GO EAST 2.3 MILES ON DH6673'HWY 152 TO THE INTERSECTION OF HWY 152 AND INDIANA AVENUE, GO RIGHT DH6673'(SOUTH) 0.6 MILES ON INDIANA AVENUE TO DENTON ROAD, GO LEFT (EAST) DH6673'1.0 MILE ON DENTON ROAD WHERE DENTON ROAD CHANGES TO BATTEN ROAD, GO DH6673'SOUTHEAST 0.45 MILES ON BATTEN ROAD TO THE STATION ON THE LEFT (EAST). DH6673'THE MONUMENT IS A 3.5 INCH ALUMINUM CADT DISK IN WELL, FLUSH, STAMPED DH6673'WILLIAM 3 2003, SET ON AN ALUMINUM ROD DRIVEN 20 FEET INTO THE DH6673'GROUND. THE MONUMENT IS 150 METERS NORTH OF THE END OF A CURVE ON DH6673'BATTEN ROAD, 8.0 METERS EAST OF THE CENTERLINE OF BATTEN ROAD AND 6.8 DH6673'METERS WEST OF A 0.46 METER DIAMETER STAND PIPE. THIS STATION WAS DH6673'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION DH6673'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC5729 *********************************************************************** AC5729 HT_MOD - This is a Height Modernization Survey Station. AC5729 DESIGNATION - X 1235 RESET AC5729 PID - AC5729 AC5729 STATE/COUNTY- CA/MERCED AC5729 USGS QUAD - VOLTA (1971) AC5729 AC5729 *CURRENT SURVEY CONTROL AC5729 ___________________________________________________________________ AC5729* NAD 83(1998)- 37 03 23.48608(N) 120 53 26.95223(W) ADJUSTED AC5729* NAVD 88 - 42.12 (meters) 138.2 (feet) GPS OBS AC5729 ___________________________________________________________________ AC5729 EPOCH DATE - 2004.50 AC5729 X - -2,616,419.882 (meters) COMP AC5729 Y - -4,373,309.034 (meters) COMP AC5729 Z - 3,822,406.437 (meters) COMP AC5729 LAPLACE CORR- -2.03 (seconds) DEFLEC99 AC5729 ELLIP HEIGHT- 8.90 (meters) (06/30/05) GPS OBS AC5729 GEOID HEIGHT- -33.18 (meters) GEOID03 AC5729 AC5729 HORZ ORDER - B AC5729 ELLP ORDER - FOURTH CLASS I AC5729 AC5729.The horizontal coordinates were established by GPS observations AC5729.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC5729.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC5729.DATUM ITEM on the data sheet items page. AC5729.The horizontal coordinates are valid at the epoch date displayed above. AC5729.The epoch date for horizontal control is a decimal equivalence AC5729.of Year/Month/Day. AC5729 AC5729.The orthometric height was determined by GPS observations and a AC5729.high-resolution geoid model using precise GPS observation and AC5729.processing techniques. It supersedes the leveled height previously AC5729.determined for this station. AC5729 AC5729.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5729 AC5729.The Laplace correction was computed from DEFLEC99 derived deflections. AC5729 AC5729.The ellipsoidal height was determined by GPS observations AC5729.and is referenced to NAD 83. AC5729 AC5729.The geoid height was determined by GEOID03. AC5729 AC5729; North East Units Scale Factor Converg. AC5729;SPC CA 3 - 561,836.678 1,965,238.248 MT 1.00000211 -0 14 21.4 AC5729;SPC CA 3 - 1,843,292.50 6,447,619.15 sFT 1.00000211 -0 14 21.4 AC5729;UTM 10 - 4,103,223.420 687,539.233 MT 1.00003328 +1 16 16.9 AC5729 AC5729! - Elev Factor x Scale Factor = Combined Factor AC5729!SPC CA 3 - 0.99999860 x 1.00000211 = 1.00000071 AC5729!UTM 10 - 0.99999860 x 1.00003328 = 1.00003188 AC5729 AC5729 SUPERSEDED SURVEY CONTROL AC5729 AC5729 NAVD 88 (08/19/04) 42.17 (m) 138.4 (f) RESET 3 AC5729 AC5729.Superseded values are not recommended for survey control. AC5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5729.See file dsdata.txt to determine how the superseded data were derived. AC5729 AC5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG8753903223(NAD 83) AC5729_MARKER: DV = VERTICAL CONTROL DISK AC5729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AC5729_SP_SET: CONCRETE HEADWALL AC5729_STAMPING: X 1235 RESET 1997 AC5729_MARK LOGO: NGS AC5729_MAGNETIC: N = NO MAGNETIC MATERIAL AC5729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5729+STABILITY: SURFACE MOTION AC5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5729+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AC5729 AC5729 HISTORY - Date Condition Report By AC5729 HISTORY - 1996 MONUMENTED CADT AC5729 HISTORY - 20040519 GOOD CADT AC5729 AC5729 STATION DESCRIPTION AC5729 AC5729'DESCRIBED BY CALTRANS 1996 (ARL) AC5729'4.35 MILES (7.00 KM) EAST ALONG STATE ROUTE 152 FROM THE INTERESTATE AC5729'5, STATE ROUTE 152 INTERCHANGE, TO THE EAST SIDE OF LOS BANOS CREEK AC5729'AND THE STATION ON THE RIGHT, SET ON TOP OF THE EAST END OF A TRIPLE AC5729'BOX CULVERT HEADWALL, 175 FEET (53.3 M) WEST OF THE CENTERLINE OF A AC5729'DIRT DRIVEWAY LEADING SOUTH, 26.4 FEET (8.0 M) SOUTH OF THE EDGE OF AC5729'PAVEMENT STATE ROUTE 152, 2.0 FEET (0.6 M) WEST OF THE EAST END OF AC5729'HEADWALL, 3.0 FEET (0.9 M) WEST OF A ORANGE CARSONITE WITNESS POST, AC5729'FLUSH WITH GROUND. AC5729 AC5729 STATION RECOVERY (2004) AC5729 AC5729'RECOVERY NOTE BY CALTRANS 2004 (GC) AC5729'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC5729'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC5729'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS2346 *********************************************************************** HS2346 DESIGNATION - Y 1057 HS2346 PID - HS2346 HS2346 STATE/COUNTY- CA/MERCED HS2346 USGS QUAD - SAN LUIS DAM (1978) HS2346 HS2346 *CURRENT SURVEY CONTROL HS2346 ___________________________________________________________________ HS2346* NAD 83(1986)- 37 03 29. (N) 121 01 56. (W) SCALED HS2346* NAVD 88 - 87.329 (meters) 286.51 (feet) ADJUSTED HS2346 ___________________________________________________________________ HS2346 GEOID HEIGHT- -32.82 (meters) GEOID03 HS2346 DYNAMIC HT - 87.260 (meters) 286.29 (feet) COMP HS2346 MODELED GRAV- 979,836.0 (mgal) NAVD 88 HS2346 HS2346 VERT ORDER - FIRST CLASS I HS2346 HS2346.The horizontal coordinates were scaled from a topographic map and have HS2346.an estimated accuracy of +/- 6 seconds. HS2346 HS2346.The orthometric height was determined by differential leveling HS2346.and adjusted by the National Geodetic Survey in June 1991. HS2346 HS2346.The geoid height was determined by GEOID03. HS2346 HS2346.The dynamic height is computed by dividing the NAVD 88 HS2346.geopotential number by the normal gravity value computed on the HS2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2346.degrees latitude (g = 980.6199 gals.). HS2346 HS2346.The modeled gravity was interpolated from observed gravity values. HS2346 HS2346; North East Units Estimated Accuracy HS2346;SPC CA 3 - 562,070. 1,952,660. MT (+/- 180 meters Scaled) HS2346 HS2346 SUPERSEDED SURVEY CONTROL HS2346 HS2346 NGVD 29 (??/??/??) 86.465 (m) 283.68 (f) ADJUSTED 1 1 HS2346 HS2346.Superseded values are not recommended for survey control. HS2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2346.See file dsdata.txt to determine how the superseded data were derived. HS2346 HS2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG749031(NAD 83) HS2346_MARKER: DB = BENCH MARK DISK HS2346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS2346_SP_SET: CONCRETE HEADWALL HS2346_STAMPING: Y 1057 1966 HS2346_MARK LOGO: CGS HS2346_MAGNETIC: N = NO MAGNETIC MATERIAL HS2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2346+STABILITY: SURFACE MOTION HS2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2346+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS2346 HS2346 HISTORY - Date Condition Report By HS2346 HISTORY - 1966 MONUMENTED CGS HS2346 HISTORY - 1972 GOOD NGS HS2346 HISTORY - 1974 GOOD NGS HS2346 HISTORY - 19881012 GOOD NGS HS2346 HISTORY - 20040519 GOOD CADT HS2346 HS2346 STATION DESCRIPTION HS2346 HS2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS2346'10 MI W FROM LOS BANOS. HS2346'9.95 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS2346'OF SIXTH STREET AT LOS BANOS, 0.9 MILE WEST OF THE JUNCTION HS2346'OF JENSEN ROAD, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END HS2346'OF THE NORTH CONCRETE HEAD WALL OF DOUBLE 48-INCH PIPE CULVERT HS2346'152 MER. R 12/377, 64 FEET NORTH OF THE CENTER LINE OF THE HS2346'WESTBOUND LANES OF THE HIGHWAY, AND ABOUT 12 FEET LOWER THAN HS2346'THE HIGHWAY. SEC 18 , T10S, R9E HS2346 HS2346 STATION RECOVERY (1974) HS2346 HS2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 HS2346'RECOVERED IN GOOD CONDITION. HS2346 HS2346 STATION RECOVERY (1988) HS2346 HS2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2346'RECOVERED IN GOOD CONDITION. HS2346 HS2346 STATION RECOVERY (2004) HS2346 HS2346'RECOVERY NOTE BY CALTRANS 2004 (GC) HS2346'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS2346'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS2346'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1392 *********************************************************************** HS1392 DESIGNATION - Y 1233 HS1392 PID - HS1392 HS1392 STATE/COUNTY- CA/MERCED HS1392 USGS QUAD - LOS BANOS (1987) HS1392 HS1392 *CURRENT SURVEY CONTROL HS1392 ___________________________________________________________________ HS1392* NAD 83(1986)- 37 03 22. (N) 120 48 14. (W) SCALED HS1392* NAVD 88 - 33.046 (meters) 108.42 (feet) ADJUSTED HS1392 ___________________________________________________________________ HS1392 GEOID HEIGHT- -33.23 (meters) GEOID03 HS1392 DYNAMIC HT - 33.020 (meters) 108.33 (feet) COMP HS1392 MODELED GRAV- 979,838.2 (mgal) NAVD 88 HS1392 HS1392 VERT ORDER - FIRST CLASS I HS1392 HS1392.The horizontal coordinates were scaled from a topographic map and have HS1392.an estimated accuracy of +/- 6 seconds. HS1392 HS1392.The orthometric height was determined by differential leveling HS1392.and adjusted by the National Geodetic Survey in June 1991. HS1392 HS1392.The geoid height was determined by GEOID03. HS1392 HS1392.The dynamic height is computed by dividing the NAVD 88 HS1392.geopotential number by the normal gravity value computed on the HS1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1392.degrees latitude (g = 980.6199 gals.). HS1392 HS1392.The modeled gravity was interpolated from observed gravity values. HS1392 HS1392; North East Units Estimated Accuracy HS1392;SPC CA 3 - 561,760. 1,972,970. MT (+/- 180 meters Scaled) HS1392 HS1392 SUPERSEDED SURVEY CONTROL HS1392 HS1392 NGVD 29 (??/??/92) 32.34 (m) 106.1 (f) COMPUTED 1 1 HS1392 HS1392.Superseded values are not recommended for survey control. HS1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1392.See file dsdata.txt to determine how the superseded data were derived. HS1392 HS1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG952033(NAD 83) HS1392_MARKER: DB = BENCH MARK DISK HS1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS1392_SP_SET: CONCRETE HEADWALL HS1392_STAMPING: Y 1233 1972 HS1392_MARK LOGO: CGS HS1392_MAGNETIC: N = NO MAGNETIC MATERIAL HS1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1392+STABILITY: SURFACE MOTION HS1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1392+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1392 HS1392 HISTORY - Date Condition Report By HS1392 HISTORY - 1972 MONUMENTED NGS HS1392 HISTORY - 19881028 GOOD NGS HS1392 HISTORY - 20040519 GOOD CADT HS1392 HS1392 STATION DESCRIPTION HS1392 HS1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1392'1.8 MI E FROM LOS BANOS. HS1392'1.75 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS1392'OF MERCEY SPRINGS ROAD AT LOS BANOS, AT THE CROSSING OF SAN HS1392'LUIS CANAL, IN THE TOP OF AND 0.8 FOOT WEST OF THE EAST END OF HS1392'THE SOUTH CONCRETE HEAD WALL OF A LARGE DOUBLE CONCRETE BOX HS1392'CULVERT, 28 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANES HS1392'OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. HS1392'SECTION 19, T10S, R11E. HS1392 HS1392 STATION RECOVERY (1988) HS1392 HS1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1392'RECOVERED IN GOOD CONDITION. HS1392 HS1392 STATION RECOVERY (2004) HS1392 HS1392'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1392'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1392'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1392'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1366 *********************************************************************** HS1366 DESIGNATION - Y 1235 HS1366 PID - HS1366 HS1366 STATE/COUNTY- CA/MERCED HS1366 USGS QUAD - VOLTA (1971) HS1366 HS1366 *CURRENT SURVEY CONTROL HS1366 ___________________________________________________________________ HS1366* NAD 83(1986)- 37 03 25. (N) 120 54 31. (W) SCALED HS1366* NAVD 88 - 39.963 (meters) 131.11 (feet) ADJUSTED HS1366 ___________________________________________________________________ HS1366 GEOID HEIGHT- -33.15 (meters) GEOID03 HS1366 DYNAMIC HT - 39.931 (meters) 131.01 (feet) COMP HS1366 MODELED GRAV- 979,834.1 (mgal) NAVD 88 HS1366 HS1366 VERT ORDER - FIRST CLASS I HS1366 HS1366.The horizontal coordinates were scaled from a topographic map and have HS1366.an estimated accuracy of +/- 6 seconds. HS1366 HS1366.The orthometric height was determined by differential leveling HS1366.and adjusted by the National Geodetic Survey in June 1991. HS1366 HS1366.The geoid height was determined by GEOID03. HS1366 HS1366.The dynamic height is computed by dividing the NAVD 88 HS1366.geopotential number by the normal gravity value computed on the HS1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1366.degrees latitude (g = 980.6199 gals.). HS1366 HS1366.The modeled gravity was interpolated from observed gravity values. HS1366 HS1366; North East Units Estimated Accuracy HS1366;SPC CA 3 - 561,890. 1,963,660. MT (+/- 180 meters Scaled) HS1366 HS1366 SUPERSEDED SURVEY CONTROL HS1366 HS1366 NGVD 29 (??/??/??) 39.098 (m) 128.27 (f) ADJUSTED 1 1 HS1366 HS1366.Superseded values are not recommended for survey control. HS1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1366.See file dsdata.txt to determine how the superseded data were derived. HS1366 HS1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG859032(NAD 83) HS1366_MARKER: DB = BENCH MARK DISK HS1366_SETTING: 30 = SET IN A LIGHT STRUCTURE HS1366_SP_SET: CONC BOX DROP INLET HS1366_STAMPING: Y 1235 1972 HS1366_MARK LOGO: CGS HS1366_MAGNETIC: N = NO MAGNETIC MATERIAL HS1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1366+STABILITY: SURFACE MOTION HS1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS1366+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1366 HS1366 HISTORY - Date Condition Report By HS1366 HISTORY - 1972 MONUMENTED NGS HS1366 HISTORY - 19881026 GOOD NGS HS1366 HISTORY - 20040519 GOOD CADT HS1366 HS1366 STATION DESCRIPTION HS1366 HS1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1366'3.2 MI W FROM LOS BANOS. HS1366'3.15 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION HS1366'OF SIXTH STREET AT LOS BANOS, 0.25 MILE EAST OF THE JUNCTION OF HS1366'RAMOS ROAD NORTH AND BREUNIG ROAD SOUTH, 0.1 MILE WEST OF A HS1366'CROSSOVER, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND HS1366'LANES, 18 FEET WEST OF THE CENTER LINE OF A FIELD ROAD LEADING HS1366'SOUTH THROUGH A STEEL GATE, 65 FEET EAST OF THE CENTER LINE OF HS1366'DRIVEWAY SOUTH TO A HOUSE, 6.5 FEET WEST OF THE CENTER OF THE HS1366'WEST END OF A 8 INCH PIPE CULVERT UNDER FIELD ENTRANCE ROAD, SET HS1366'IN THE TOP AT THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A HS1366'STEEL GRATE CATCH BASIN AND ABOUT 1 1/2 FEET LOWER THAN THE HS1366'HIGHWAY. SECTION 20, T10S, R10E. HS1366 HS1366 STATION RECOVERY (1988) HS1366 HS1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1366'RECOVERED IN GOOD CONDITION. HS1366 HS1366 STATION RECOVERY (2004) HS1366 HS1366'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1366'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1366'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1366'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS1397 *********************************************************************** HS1397 DESIGNATION - Z 1233 HS1397 PID - HS1397 HS1397 STATE/COUNTY- CA/MERCED HS1397 USGS QUAD - DELTA RANCH (1977) HS1397 HS1397 *CURRENT SURVEY CONTROL HS1397 ___________________________________________________________________ HS1397* NAD 83(1986)- 37 03 19. (N) 120 44 40. (W) SCALED HS1397* NAVD 88 - 30.872 (meters) 101.29 (feet) ADJUSTED HS1397 ___________________________________________________________________ HS1397 GEOID HEIGHT- -33.20 (meters) GEOID03 HS1397 DYNAMIC HT - 30.848 (meters) 101.21 (feet) COMP HS1397 MODELED GRAV- 979,841.8 (mgal) NAVD 88 HS1397 HS1397 VERT ORDER - FIRST CLASS I HS1397 HS1397.The horizontal coordinates were scaled from a topographic map and have HS1397.an estimated accuracy of +/- 6 seconds. HS1397 HS1397.The orthometric height was determined by differential leveling HS1397.and adjusted by the National Geodetic Survey in June 1991. HS1397 HS1397.The geoid height was determined by GEOID03. HS1397 HS1397.The dynamic height is computed by dividing the NAVD 88 HS1397.geopotential number by the normal gravity value computed on the HS1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1397.degrees latitude (g = 980.6199 gals.). HS1397 HS1397.The modeled gravity was interpolated from observed gravity values. HS1397 HS1397; North East Units Estimated Accuracy HS1397;SPC CA 3 - 561,650. 1,978,260. MT (+/- 180 meters Scaled) HS1397 HS1397 SUPERSEDED SURVEY CONTROL HS1397 HS1397 NGVD 29 (??/??/92) 30.31 (m) 99.4 (f) COMPUTED 1 1 HS1397 HS1397.Superseded values are not recommended for survey control. HS1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1397.See file dsdata.txt to determine how the superseded data were derived. HS1397 HS1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG005033(NAD 83) HS1397_MARKER: DB = BENCH MARK DISK HS1397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE HS1397_SP_SET: CONCRETE HEADWALL HS1397_STAMPING: Z 1233 1972 HS1397_MARK LOGO: CGS HS1397_MAGNETIC: N = NO MAGNETIC MATERIAL HS1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1397+STABILITY: SURFACE MOTION HS1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1397+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS1397 HS1397 HISTORY - Date Condition Report By HS1397 HISTORY - 1972 MONUMENTED NGS HS1397 HISTORY - 19881028 GOOD NGS HS1397 HISTORY - 20040519 GOOD CADT HS1397 HS1397 STATION DESCRIPTION HS1397 HS1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS1397'5.1 MI E FROM LOS BANOS. HS1397'5.1 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF HS1397'MERCEY SPRINGS ROAD AT LOS BANOS, 0.45 MILE EAST OF THE HS1397'JUNCTION OF MIDWAY ROAD, AT THE CROSSING OF SAN PEDRO CANAL, HS1397'IN THE TOP AND 2.5 FEET EAST OF THE WEST END OF THE SOUTH HS1397'CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERTS, 25.8 FEET HS1397'SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, HS1397'AND ABOUT 1/2 FOOT LOWER THEN THE HIGHWAY. SECTION 23, T10S, R11E. HS1397 HS1397 STATION RECOVERY (1988) HS1397 HS1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1397'RECOVERED IN GOOD CONDITION. HS1397 HS1397 STATION RECOVERY (2004) HS1397 HS1397'RECOVERY NOTE BY CALTRANS 2004 (GC) HS1397'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS1397'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS1397'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5466 *********************************************************************** HS5466 DESIGNATION - Z 816 RESET HS5466 PID - HS5466 HS5466 STATE/COUNTY- CA/MERCED HS5466 USGS QUAD - LOS BANOS (1987) HS5466 HS5466 *CURRENT SURVEY CONTROL HS5466 ___________________________________________________________________ HS5466* NAD 83(1986)- 37 03 21. (N) 120 46 23. (W) SCALED HS5466* NAVD 88 - 29.87 (meters) 98.0 (feet) RESET HS5466 ___________________________________________________________________ HS5466 GEOID HEIGHT- -33.22 (meters) GEOID03 HS5466 HS5466 VERT ORDER - THIRD HS5466 HS5466.The horizontal coordinates were scaled from a topographic map and have HS5466.an estimated accuracy of +/- 6 seconds. HS5466 HS5466.The orthometric height was computed from unverified reset data. HS5466.No vertical observational check was made to the station. HS5466 HS5466.The geoid height was determined by GEOID03. HS5466 HS5466; North East Units Estimated Accuracy HS5466;SPC CA 3 - 561,720. 1,975,710. MT (+/- 180 meters Scaled) HS5466 HS5466 SUPERSEDED SURVEY CONTROL HS5466 HS5466 NGVD 29 (08/19/04) 29.25 (m) 96.0 (f) RESET 3 HS5466 HS5466.Superseded values are not recommended for survey control. HS5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5466.See file dsdata.txt to determine how the superseded data were derived. HS5466 HS5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG980033(NAD 83) HS5466_MARKER: DV = VERTICAL CONTROL DISK HS5466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5466_SP_SET: CONCRETE POST HS5466_STAMPING: Z 816 RESET 1991 HS5466_MARK LOGO: NGS HS5466_PROJECTION: FLUSH HS5466_MAGNETIC: N = NO MAGNETIC MATERIAL HS5466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5466+STABILITY: SURFACE MOTION HS5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5466+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 HS5466 HS5466 HISTORY - Date Condition Report By HS5466 HISTORY - 1990 MONUMENTED CADT HS5466 HISTORY - 20040519 GOOD CADT HS5466 HS5466 STATION DESCRIPTION HS5466 HS5466'DESCRIBED BY CALTRANS 1990 HS5466'4.3 MILES (6.9 KM) EAST ALONG STATE HIGHWAY ROUTE 152 FROM THE HS5466'INTERSECTION WITH SIXTH STREET IN LOS BANOS, 0.15 MILE (0.24 KM) EAST HS5466'OF A DOUBLE BOX CULVERT C 173+21, 30 FEET (9.1 M) WEST OF A 24-INCH HS5466'REINFORCED CONCRETE PIPE CULVERT FLARED END SECTION, 26.5 FEET HS5466'(8.1 M) SOUTH OF THE EDGE OF PAVED SHOULDER OF THE EAST-BOUND LANES HS5466'OF HIGHWAY 152, 1.2 FEET (0.4 M) NORTH OF RIGHT-OF-WAY FENCE, FLUSH HS5466'WITH GROUND, 1.5 FEET (0.5 M) SOUTH OF A WITNESS POST. HS5466 HS5466 STATION RECOVERY (2004) HS5466 HS5466'RECOVERY NOTE BY CALTRANS 2004 (GC) HS5466'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED HS5466'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC HS5466'PROJECT.