1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1057 *********************************************************************** HS1057 DESIGNATION - 2177 RESET 1961 HS1057 PID - HS1057 HS1057 STATE/COUNTY- CA/MARIPOSA HS1057 USGS QUAD - BEAR VALLEY (1973) HS1057 HS1057 *CURRENT SURVEY CONTROL HS1057 ___________________________________________________________________ HS1057* NAD 83(1986)- 37 30 28. (N) 120 02 40. (W) SCALED HS1057* NAVD 88 - 665.47 (+/-2cm) 2183.3 (feet) VERTCON HS1057 ___________________________________________________________________ HS1057 GEOID HEIGHT- -29.29 (meters) GEOID99 HS1057 HS1057 VERT ORDER - THIRD (See Below) HS1057 HS1057.The horizontal coordinates were scaled from a topographic map and have HS1057.an estimated accuracy of +/- 6 seconds. HS1057 HS1057.The NAVD 88 height was computed by applying the VERTCON shift value to HS1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1057.The vertical order pertains to the superseded datum. HS1057 HS1057.The geoid height was determined by GEOID99. HS1057 HS1057; North East Units Estimated Accuracy HS1057;SPC CA 3 - 611,940. 2,040,280. MT (+/- 180 meters Scaled) HS1057 HS1057 SUPERSEDED SURVEY CONTROL HS1057 HS1057 NGVD 29 - 664.70 (m) 2180.8 (f) RESET 3 HS1057 HS1057.Superseded values are not recommended for survey control. HS1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1057.See file dsdata.txt to determine how the superseded data were derived. HS1057 HS1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG612553(NAD 83) HS1057_MARKER: DD = SURVEY DISK HS1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1057_STAMPING: 2177 RESET 1961 HS1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1057+STABILITY: SURFACE MOTION HS1057 HS1057 HISTORY - Date Condition Report By HS1057 HISTORY - 1961 MONUMENTED CADH HS1057 HS1057 STATION DESCRIPTION HS1057 HS1057'DESCRIBED BY CA DIV OF HIGHWAYS 1961 HS1057'5.4 MI NW FROM MARIPOSA. HS1057'5.4 MILES NORTHWEST OF MARIPOSA, ALONG STATE HIGHWAY 49, 120 FEET HS1057'EAST OF THE MT. BULLION SCHOOLHOUSE, 46 FEET NORTHEAST OF THE HS1057'CENTER OF THE ROAD, 6 FEET FROM RIGHT-OF-WAY FENCE, AND 10 HS1057'FEET ABOVE LEVEL OF THE ROAD, APPROXIMATELY 1.0 FOOT FROM A HS1057'WHITE WITNESS PADDLE ON METAL POST AND THE DISK IS SET ON TOP HS1057'OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR0503 *********************************************************************** HR0503 DESIGNATION - B 719 RESET HR0503 PID - HR0503 HR0503 STATE/COUNTY- CA/MARIPOSA HR0503 USGS QUAD - MARIPOSA (1981) HR0503 HR0503 *CURRENT SURVEY CONTROL HR0503 ___________________________________________________________________ HR0503* NAD 83(1986)- 37 26 11. (N) 119 59 05. (W) SCALED HR0503* NAVD 88 - 451.51 (+/-2cm) 1481.3 (feet) VERTCON HR0503 ___________________________________________________________________ HR0503 GEOID HEIGHT- -29.66 (meters) GEOID99 HR0503 HR0503 VERT ORDER - THIRD (See Below) HR0503 HR0503.The horizontal coordinates were scaled from a topographic map and have HR0503.an estimated accuracy of +/- 6 seconds. HR0503 HR0503.The NAVD 88 height was computed by applying the VERTCON shift value to HR0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0503.The vertical order pertains to the superseded datum. HR0503 HR0503.The geoid height was determined by GEOID99. HR0503 HR0503; North East Units Estimated Accuracy HR0503;SPC CA 3 - 604,050. 2,045,600. MT (+/- 180 meters Scaled) HR0503 HR0503 SUPERSEDED SURVEY CONTROL HR0503 HR0503 NGVD 29 - 450.74 (m) 1478.8 (f) RESET 3 HR0503 HR0503.Superseded values are not recommended for survey control. HR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0503.See file dsdata.txt to determine how the superseded data were derived. HR0503 HR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB359474(NAD 83) HR0503_MARKER: DB = BENCH MARK DISK HR0503_SETTING: 80 = SET IN A BOULDER HR0503_STAMPING: B 719 RESET 1975 HR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0503+STABILITY: SURFACE MOTION HR0503 HR0503 HISTORY - Date Condition Report By HR0503 HISTORY - 1975 MONUMENTED NGS HR0503 HR0503 STATION DESCRIPTION HR0503 HR0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 HR0503'7.6 MI S FROM MARIPOSA. HR0503'1.9 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE HR0503'JUNCTION OF STATE HIGHWAY 140 AT THE SOUTH EDGE OF MARIPOSA, HR0503'THENCE 4.0 MILES SOUTH AND SOUTHWEST ALONG BEN HUR ROAD, HR0503'THENCE 1.7 MILES WEST AND NORTHWEST ALONG BUCKEYE ROAD, ABOUT HR0503'100 FEET EAST OF AND ACROSS THE ROAD FROM THE WOLFSEN RESIDENCE, HR0503'42 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 36 FEET HR0503'SOUTHEAST OF A 40-INCH WHITE OAK TREE, 20 FEET NORTHEAST OF A HR0503'METAL WITNESS POST SET IN A FENCE LINE, ABOUT 2 FEET HIGHER THAN HR0503'THE ROAD, AND SET IN THE TOP OF A 7X9-FOOT BOULDER PROJECTING HR0503'1 FOOT ABOVE THE GROUND. SECTION , T 6S, R 18E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR0505 *********************************************************************** HR0505 DESIGNATION - C 719 RESET HR0505 PID - HR0505 HR0505 STATE/COUNTY- CA/MARIPOSA HR0505 USGS QUAD - MARIPOSA (1981) HR0505 HR0505 *CURRENT SURVEY CONTROL HR0505 ___________________________________________________________________ HR0505* NAD 83(1986)- 37 25 30. (N) 119 58 31. (W) SCALED HR0505* NAVD 88 - 442.73 (+/-2cm) 1452.5 (feet) VERTCON HR0505 ___________________________________________________________________ HR0505 GEOID HEIGHT- -29.73 (meters) GEOID99 HR0505 HR0505 VERT ORDER - THIRD (See Below) HR0505 HR0505.The horizontal coordinates were scaled from a topographic map and have HR0505.an estimated accuracy of +/- 6 seconds. HR0505 HR0505.The NAVD 88 height was computed by applying the VERTCON shift value to HR0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0505.The vertical order pertains to the superseded datum. HR0505 HR0505.The geoid height was determined by GEOID99. HR0505 HR0505; North East Units Estimated Accuracy HR0505;SPC CA 3 - 602,790. 2,046,440. MT (+/- 180 meters Scaled) HR0505 HR0505 SUPERSEDED SURVEY CONTROL HR0505 HR0505 NGVD 29 - 441.95 (m) 1450.0 (f) RESET 3 HR0505 HR0505.Superseded values are not recommended for survey control. HR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0505.See file dsdata.txt to determine how the superseded data were derived. HR0505 HR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB367461(NAD 83) HR0505_MARKER: DB = BENCH MARK DISK HR0505_SETTING: 80 = SET IN A BOULDER HR0505_STAMPING: C 719 RESET 1975 HR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0505+STABILITY: SURFACE MOTION HR0505 HR0505 HISTORY - Date Condition Report By HR0505 HISTORY - 1975 MONUMENTED NGS HR0505 HR0505 STATION DESCRIPTION HR0505 HR0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 HR0505'6.5 MI S FROM MARIPOSA. HR0505'1.9 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE HR0505'JUNCTION OF STATE HIGHWAY 140 AT THE SOUTH EDGE OF MARIPOSA, THENCE HR0505'4.0 MILES SOUTH AND SOUTHWEST ALONG BEN HUR ROAD, THENCE 0.6 HR0505'MILE WEST AND NORTHWEST ALONG BUCKEYE ROAD, 45 FEET NORTHWEST HR0505'OF A DRY CREEK CROSSING, 40 FEET NORTHEAST OF THE CENTER LINE OF HR0505'THE ROAD, 6.3 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET HR0505'IN THE TOP OF A 10X20-FOOT BOULDER PROJECTING ABOUT 3 FEET HR0505'ABOVE THE GROUND. SECTION 11, T 6S, R18E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1049 *********************************************************************** HS1049 DESIGNATION - G 668 RESET 1961 HS1049 PID - HS1049 HS1049 STATE/COUNTY- CA/MARIPOSA HS1049 USGS QUAD - BEAR VALLEY (1973) HS1049 HS1049 *CURRENT SURVEY CONTROL HS1049 ___________________________________________________________________ HS1049* NAD 83(1986)- 37 33 45. (N) 120 06 52. (W) SCALED HS1049* NAVD 88 - 611.38 (+/-2cm) 2005.8 (feet) VERTCON HS1049 ___________________________________________________________________ HS1049 GEOID HEIGHT- -29.25 (meters) GEOID99 HS1049 HS1049 VERT ORDER - THIRD (See Below) HS1049 HS1049.The horizontal coordinates were scaled from a topographic map and have HS1049.an estimated accuracy of +/- 6 seconds. HS1049 HS1049.The NAVD 88 height was computed by applying the VERTCON shift value to HS1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1049.The vertical order pertains to the superseded datum. HS1049 HS1049.The geoid height was determined by GEOID99. HS1049 HS1049; North East Units Estimated Accuracy HS1049;SPC CA 3 - 617,990. 2,034,060. MT (+/- 180 meters Scaled) HS1049 HS1049 SUPERSEDED SURVEY CONTROL HS1049 HS1049 NGVD 29 - 610.62 (m) 2003.3 (f) RESET 3 HS1049 HS1049.Superseded values are not recommended for survey control. HS1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1049.See file dsdata.txt to determine how the superseded data were derived. HS1049 HS1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG548611(NAD 83) HS1049_MARKER: DB = BENCH MARK DISK HS1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1049_STAMPING: G 668 RESET 1961 HS1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1049+STABILITY: SURFACE MOTION HS1049 HS1049 HISTORY - Date Condition Report By HS1049 HISTORY - 1961 MONUMENTED CADH HS1049 HS1049 STATION DESCRIPTION HS1049 HS1049'DESCRIBED BY CA DIV OF HIGHWAYS 1961 HS1049'6.1 MI SE FROM BAGBY. HS1049'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM BAGBY, 0.4 HS1049'MILE SOUTH OF THE TOWN OF BEAR VALLEY, 45 FEET WEST OF THE CENTER HS1049'OF THE ROAD, AND 5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2 HS1049'FEET BELOW CENTER OF THE ROAD, APPROXIMATELY 1.0 FOOT FROM A HS1049'WHITE WITNESS PADDLE ON METAL POST AND THE DISK IS SET ON TOP HS1049'OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1051 *********************************************************************** HS1051 DESIGNATION - H 668 RESET 1961 HS1051 PID - HS1051 HS1051 STATE/COUNTY- CA/MARIPOSA HS1051 USGS QUAD - BEAR VALLEY (1973) HS1051 HS1051 *CURRENT SURVEY CONTROL HS1051 ___________________________________________________________________ HS1051* NAD 83(1986)- 37 33 13. (N) 120 06 19. (W) SCALED HS1051* NAVD 88 - 598.98 (+/-2cm) 1965.2 (feet) VERTCON HS1051 ___________________________________________________________________ HS1051 GEOID HEIGHT- -29.26 (meters) GEOID99 HS1051 HS1051 VERT ORDER - THIRD (See Below) HS1051 HS1051.The horizontal coordinates were scaled from a topographic map and have HS1051.an estimated accuracy of +/- 6 seconds. HS1051 HS1051.The NAVD 88 height was computed by applying the VERTCON shift value to HS1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1051.The vertical order pertains to the superseded datum. HS1051 HS1051.The geoid height was determined by GEOID99. HS1051 HS1051; North East Units Estimated Accuracy HS1051;SPC CA 3 - 617,000. 2,034,880. MT (+/- 180 meters Scaled) HS1051 HS1051 SUPERSEDED SURVEY CONTROL HS1051 HS1051 NGVD 29 - 598.21 (m) 1962.6 (f) RESET 3 HS1051 HS1051.Superseded values are not recommended for survey control. HS1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1051.See file dsdata.txt to determine how the superseded data were derived. HS1051 HS1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG557602(NAD 83) HS1051_MARKER: DB = BENCH MARK DISK HS1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1051_STAMPING: H 668 RESET 1961 HS1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1051+STABILITY: SURFACE MOTION HS1051 HS1051 HISTORY - Date Condition Report By HS1051 HISTORY - 1961 MONUMENTED CADH HS1051 HS1051 STATION DESCRIPTION HS1051 HS1051'DESCRIBED BY CA DIV OF HIGHWAYS 1961 HS1051'7 MI SE FROM BAGBY. HS1051'7 MILES SOUTHEAST OF BAGBY, ALONG STATE HIGHWAY 49, 1.3 MILES HS1051'SOUTHEAST OF THE TOWN OF BEAR VALLEY, 55 FEET SOUTHWEST OF THE HS1051'CENTER OF THE ROAD, 30 FEET NORTHEAST OF 24 IN OAK TREE. HS1051'APPROXIMATELY 1.0 FOOT FROM A WHITE WITNESS PADDLE IN A HS1051'METAL POST, AND SET IN THE TOP OF A CONCRETE POST 20 FEET HS1051'BELOW THE LEVEL OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2419 *********************************************************************** HR2419 DESIGNATION - P 1392 HR2419 PID - HR2419 HR2419 STATE/COUNTY- CA/MARIPOSA HR2419 USGS QUAD - YOSEMITE FALLS (1992) HR2419 HR2419 *CURRENT SURVEY CONTROL HR2419 ___________________________________________________________________ HR2419* NAD 83(1986)- 37 50 23. (N) 119 35 25. (W) SCALED HR2419* NAVD 88 - 2385.277 (meters) 7825.70 (feet) ADJUSTED HR2419 ___________________________________________________________________ HR2419 GEOID HEIGHT- -24.81 (meters) GEOID99 HR2419 DYNAMIC HT - 2382.327 (meters) 7816.02 (feet) COMP HR2419 MODELED GRAV- 979,306.2 (mgal) NAVD 88 HR2419 HR2419 VERT ORDER - FIRST CLASS II HR2419 HR2419.The horizontal coordinates were scaled from a topographic map and have HR2419.an estimated accuracy of +/- 6 seconds. HR2419 HR2419.The orthometric height was determined by differential leveling HR2419.and adjusted by the National Geodetic Survey in June 1991. HR2419 HR2419.The geoid height was determined by GEOID99. HR2419 HR2419.The dynamic height is computed by dividing the NAVD 88 HR2419.geopotential number by the normal gravity value computed on the HR2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2419.degrees latitude (g = 980.6199 gals.). HR2419 HR2419.The modeled gravity was interpolated from observed gravity values. HR2419 HR2419; North East Units Estimated Accuracy HR2419;SPC CA 3 - 649,070. 2,080,070. MT (+/- 180 meters Scaled) HR2419 HR2419 SUPERSEDED SURVEY CONTROL HR2419 HR2419.No superseded survey control is available for this station. HR2419 HR2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB720911(NAD 83) HR2419_MARKER: DB = BENCH MARK DISK HR2419_SETTING: 66 = SET IN ROCK OUTCROP HR2419_STAMPING: P 1392 1987 HR2419_MARK LOGO: NGS HR2419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2419+STABILITY: POSITION/ELEVATION WELL HR2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HR2419+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002 HR2419 HR2419 HISTORY - Date Condition Report By HR2419 HISTORY - 1987 MONUMENTED NGS HR2419 HISTORY - 20020923 GOOD CONDOR HR2419 HISTORY - 20020925 GOOD CONDOR HR2419 HR2419 STATION DESCRIPTION HR2419 HR2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2419'29.5 KM (18.30 MI) EAST FROM YOSEMITE PARK. HR2419'29.6 KM (18.40 MI) EAST ALONG STATE HVGHWAY 120 FROM THE JUNCTION OF HR2419'STATE HIGHWAY 41 AT CRANE FLAT IN YOSEMITE PARK, NORTHWEST AND ACROSS HR2419'THE HIGHWAY FROM A PAVED TURNOUT, ON THE INSIDE OF A CURVE, IN TOP HR2419'AND CENTER OF A 2 BY 7 FT GRANITE LEDGE IN A CUT, 4.5 M (14.8 FT) HR2419'NORTHWEST OF THE HIGHWAY CENTERLINE, 14.1 M (46.3 FT) NORTH AND HR2419'ACROSS THE HIGHWAY FROM GUIDE POST T13. NOTE--NO WITNESS POST, A HR2419'NAIL AND WASHER WAS DRIVEN INTO THE NORTHWEST FOGLINE TO WITNESS THE HR2419'MARK. HR2419'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. HR2419 HR2419 STATION RECOVERY (2002) HR2419 HR2419'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2419'THERE IS NOTHING AT 18.3 MILES EAST ON HWY 120 FROM THE JUNCTIONS OF HR2419'120 AND 41 THAT FITS THE GIVEN DESCRIPTION. THE MARK WAS FOUND AT 17.2 HR2419'MILES BY THE DESCRIPTION HR2419 HR2419 STATION RECOVERY (2002) HR2419 HR2419'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2419'CORRECT BEGINNING OF DECRIPTION TO READ 17.2 MILES EAST ON HWY 120 HR2419'FROM JUNCTION OF HWYS 120 AND 41 AT CRANE FLAT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1060 *********************************************************************** HS1060 DESIGNATION - P 668 RESET 1961 HS1060 PID - HS1060 HS1060 STATE/COUNTY- CA/MARIPOSA HS1060 USGS QUAD - BEAR VALLEY (1973) HS1060 HS1060 *CURRENT SURVEY CONTROL HS1060 ___________________________________________________________________ HS1060* NAD 83(1986)- 37 30 39. (N) 120 01 40. (W) SCALED HS1060* NAVD 88 - 689.61 (+/-2cm) 2262.5 (feet) VERTCON HS1060 ___________________________________________________________________ HS1060 GEOID HEIGHT- -29.20 (meters) GEOID99 HS1060 HS1060 VERT ORDER - THIRD (See Below) HS1060 HS1060.The horizontal coordinates were scaled from a topographic map and have HS1060.an estimated accuracy of +/- 6 seconds. HS1060 HS1060.The NAVD 88 height was computed by applying the VERTCON shift value to HS1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1060.The vertical order pertains to the superseded datum. HS1060 HS1060.The geoid height was determined by GEOID99. HS1060 HS1060; North East Units Estimated Accuracy HS1060;SPC CA 3 - 612,290. 2,041,750. MT (+/- 180 meters Scaled) HS1060 HS1060 SUPERSEDED SURVEY CONTROL HS1060 HS1060 NGVD 29 - 688.83 (m) 2259.9 (f) RESET 3 HS1060 HS1060.Superseded values are not recommended for survey control. HS1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1060.See file dsdata.txt to determine how the superseded data were derived. HS1060 HS1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG627556(NAD 83) HS1060_MARKER: DB = BENCH MARK DISK HS1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1060_STAMPING: P 668 RESET 1961 HS1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1060+STABILITY: SURFACE MOTION HS1060 HS1060 HISTORY - Date Condition Report By HS1060 HISTORY - 1961 MONUMENTED CADH HS1060 HS1060 STATION DESCRIPTION HS1060 HS1060'DESCRIBED BY CA DIV OF HIGHWAYS 1961 HS1060'4.2 MI NW FROM MARIPOSA. HS1060'4.2 MILES NORTHWEST OF MARIPOSA, ALONG STATE HIGHWAY 49, 1 MILE HS1060'SOUTHEAST OF MT. BULLION, 46 FEET FROM THE CENTER OF THE ROAD, HS1060'4 FEET FROM RIGHT-OF-WAY FENCE. APPROXIMATELY 1.0 FOOT FROM HS1060'A WHITE WITNESS PADDLE IN A METAL POST, AND SET IN THE TOP OF A HS1060'CONCRETE POST 15 FEET ABOVE THE LEVEL OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1062 *********************************************************************** HS1062 DESIGNATION - Q 668 RESET 1961 HS1062 PID - HS1062 HS1062 STATE/COUNTY- CA/MARIPOSA HS1062 USGS QUAD - BEAR VALLEY (1973) HS1062 HS1062 *CURRENT SURVEY CONTROL HS1062 ___________________________________________________________________ HS1062* NAD 83(1986)- 37 30 25. (N) 120 00 52. (W) SCALED HS1062* NAVD 88 - 698.57 (+/-2cm) 2291.9 (feet) VERTCON HS1062 ___________________________________________________________________ HS1062 GEOID HEIGHT- -29.18 (meters) GEOID99 HS1062 HS1062 VERT ORDER - THIRD (See Below) HS1062 HS1062.The horizontal coordinates were scaled from a topographic map and have HS1062.an estimated accuracy of +/- 6 seconds. HS1062 HS1062.The NAVD 88 height was computed by applying the VERTCON shift value to HS1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1062.The vertical order pertains to the superseded datum. HS1062 HS1062.The geoid height was determined by GEOID99. HS1062 HS1062; North East Units Estimated Accuracy HS1062;SPC CA 3 - 611,860. 2,042,930. MT (+/- 180 meters Scaled) HS1062 HS1062 SUPERSEDED SURVEY CONTROL HS1062 HS1062 NGVD 29 - 697.79 (m) 2289.3 (f) RESET 3 HS1062 HS1062.Superseded values are not recommended for survey control. HS1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1062.See file dsdata.txt to determine how the superseded data were derived. HS1062 HS1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG639553(NAD 83) HS1062_MARKER: DB = BENCH MARK DISK HS1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1062_STAMPING: Q 668 RESET 1961 HS1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1062+STABILITY: SURFACE MOTION HS1062 HS1062 HISTORY - Date Condition Report By HS1062 HISTORY - 1961 MONUMENTED CADH HS1062 HS1062 STATION DESCRIPTION HS1062 HS1062'DESCRIBED BY CA DIV OF HIGHWAYS 1961 HS1062'3.4 MI NW FROM MARIPOSA. HS1062'3.4 MILES NORTHWEST OF MARIPOSA, ALONG STATE HIGHWAY 49, 1.8 HS1062'MILES SOUTHWEST OF THE TOWN OF MT. BULLION, 47 FEET NORTHWEST HS1062'OF THE CENTER OF THE ROAD, 3 FEET FROM RIGHT-OF-WAY FENCE. HS1062'APPROXIMATELY 1.0 FOOT FROM A WHITE WITNESS PADDLE IN A HS1062'METAL POST, AND SET IN THE TOP OF A CONCRETE POST 12 FEET ABOVE HS1062'THE LEVEL OF THE ROAD.