1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2406 *********************************************************************** HR2406 DESIGNATION - A 1392 HR2406 PID - HR2406 HR2406 STATE/COUNTY- CA/TUOLUMNE HR2406 USGS QUAD - TAMARACK FLAT (1992) HR2406 HR2406 *CURRENT SURVEY CONTROL HR2406 ___________________________________________________________________ HR2406* NAD 83(1986)- 37 49 16. (N) 119 42 21. (W) SCALED HR2406* NAVD 88 - 2226.149 (meters) 7303.62 (feet) ADJUSTED HR2406 ___________________________________________________________________ HR2406 GEOID HEIGHT- -25.49 (meters) GEOID99 HR2406 DYNAMIC HT - 2223.514 (meters) 7294.98 (feet) COMP HR2406 MODELED GRAV- 979,364.7 (mgal) NAVD 88 HR2406 HR2406 VERT ORDER - FIRST CLASS II HR2406 HR2406.The horizontal coordinates were scaled from a topographic map and have HR2406.an estimated accuracy of +/- 6 seconds. HR2406 HR2406.The orthometric height was determined by differential leveling HR2406.and adjusted by the National Geodetic Survey in June 1991. HR2406 HR2406.The geoid height was determined by GEOID99. HR2406 HR2406.The dynamic height is computed by dividing the NAVD 88 HR2406.geopotential number by the normal gravity value computed on the HR2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2406.degrees latitude (g = 980.6199 gals.). HR2406 HR2406.The modeled gravity was interpolated from observed gravity values. HR2406 HR2406; North East Units Estimated Accuracy HR2406;SPC CA 3 - 646,920. 2,069,920. MT (+/- 180 meters Scaled) HR2406 HR2406 SUPERSEDED SURVEY CONTROL HR2406 HR2406.No superseded survey control is available for this station. HR2406 HR2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB618894(NAD 83) HR2406_MARKER: DB = BENCH MARK DISK HR2406_SETTING: 66 = SET IN ROCK OUTCROP HR2406_STAMPING: A 1392 1987 HR2406_MARK LOGO: NGS HR2406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2406+STABILITY: POSITION/ELEVATION WELL HR2406 HR2406 HISTORY - Date Condition Report By HR2406 HISTORY - 1987 MONUMENTED NGS HR2406 HISTORY - 20020923 MARK NOT FOUND CONDOR HR2406 HR2406 STATION DESCRIPTION HR2406 HR2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2406'16.1 KM (10.00 MI) EAST FROM YOSEMITE PARK. HR2406'16.1 KM (10.00 MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF HR2406'STATE HIGHWAY 41 AT CRANE FLAT IN YOSEMITE PARK, IN TOP AND 0.4 M HR2406'(1.3 FT) EAST OF THE WEST EDGE OF A 7.0 BY 11.0 FT SLOPING GRANITE HR2406'OUTCROP AT THE SOUTHWEST END OF A CURVE, 7.0 M (23.0 FT) NORTH OF THE HR2406'CENTERLINE OF THE HIGHWAY, 14.6 M (47.9 FT) EAST OF THE EAST END OF HR2406'ROCK CUT, 10.6 M (34.8 FT) WEST OF THE WEST END OF THE NORTH ROCK HR2406'HEADWALL FOR AN 18 INCH CORRIGATED METAL CULVERT PIPE. NOTE--NO HR2406'WITNESS POST. A NAIL AND WASHER WAS DRIVEN INTO THE NORTH FOGLINE TO HR2406'WITNESS THE MARK. HR2406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. HR2406 HR2406 STATION RECOVERY (2002) HR2406 HR2406'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2406'THERE IS NOTHING AT 10.0 MILES EAST ON HWY 120 FROM THE JUNCTIONS OF HR2406'120 AND 41 THAT FITS THE GIVEN DESCRIPTION. NO FURTHER SEARCH WAS MADE HR2406' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2407 *********************************************************************** HR2407 DESIGNATION - B 1392 HR2407 PID - HR2407 HR2407 STATE/COUNTY- CA/TUOLUMNE HR2407 USGS QUAD - TAMARACK FLAT (1992) HR2407 HR2407 *CURRENT SURVEY CONTROL HR2407 ___________________________________________________________________ HR2407* NAD 83(1986)- 37 49 38. (N) 119 42 04. (W) SCALED HR2407* NAVD 88 - 2279.681 (meters) 7479.25 (feet) ADJUSTED HR2407 ___________________________________________________________________ HR2407 GEOID HEIGHT- -25.44 (meters) GEOID99 HR2407 DYNAMIC HT - 2276.967 (meters) 7470.35 (feet) COMP HR2407 MODELED GRAV- 979,355.9 (mgal) NAVD 88 HR2407 HR2407 VERT ORDER - FIRST CLASS II HR2407 HR2407.The horizontal coordinates were scaled from a topographic map and have HR2407.an estimated accuracy of +/- 6 seconds. HR2407 HR2407.The orthometric height was determined by differential leveling HR2407.and adjusted by the National Geodetic Survey in June 1991. HR2407 HR2407.The geoid height was determined by GEOID99. HR2407 HR2407.The dynamic height is computed by dividing the NAVD 88 HR2407.geopotential number by the normal gravity value computed on the HR2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2407.degrees latitude (g = 980.6199 gals.). HR2407 HR2407.The modeled gravity was interpolated from observed gravity values. HR2407 HR2407; North East Units Estimated Accuracy HR2407;SPC CA 3 - 647,600. 2,070,330. MT (+/- 180 meters Scaled) HR2407 HR2407 SUPERSEDED SURVEY CONTROL HR2407 HR2407.No superseded survey control is available for this station. HR2407 HR2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB622900(NAD 83) HR2407_MARKER: DB = BENCH MARK DISK HR2407_SETTING: 80 = SET IN A BOULDER HR2407_STAMPING: B 1392 1987 HR2407_MARK LOGO: NGS HR2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR2407+STABILITY: SURFACE MOTION HR2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HR2407+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002 HR2407 HR2407 HISTORY - Date Condition Report By HR2407 HISTORY - 1987 MONUMENTED NGS HR2407 HISTORY - 20020925 GOOD CONDOR HR2407 HR2407 STATION DESCRIPTION HR2407 HR2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2407'17.1 KM (10.60 MI) EAST FROM YOSEMITE PARK. HR2407'17.1 KM (10.65 MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF HR2407'STATE HIGHWAY 41 AT CRANE FLAT IN YOSEMITE PARK, IN TOP AND 0.9 M HR2407'(3.0 FT) EAST OF THE WEST EDGE OF AN 8.0 BY 14.0 FT GRANITE BOULDER HR2407'PROJECTING 4.0 FT, AT A LONG DIRT TURNOUT, 9.5 M (31.2 FT) EAST OF HR2407'THE CENTERLINE OF THE HIGHWAY, 28.9 M (94.8 FT) SOUTHEAST AND ACROSS HR2407'THE HIGHWAY FROM GUIDE POST T7, 22.8 M (74.8 FT) NORTH OF THE SOUTH HR2407'END OF THE TURNOUT,18.3 M (60.0 FT) SOUTH OF A DEAD TREE BROKEN OFF HR2407'20.0 FT ABOVE GROUND. NOTE--NO WITNESS POST. A NAIL AND WASHER WAS HR2407'DRIVEN INTO THE EAST FOGLINE TO WITNESS THE MARK. HR2407'THE MARK IS 0.4 M ABOVE THE HIGHWAY. HR2407 HR2407 STATION RECOVERY (2002) HR2407 HR2407'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2407'9.9 MILES EAST ON HWY 120 FROM THE JUNCTION OF HWYS 120 AND 41 IN HR2407'YOSEMITE PARK ON TOP OF AND NEAR THE WEST EDGE A LONE BOULDER 2FT X HR2407'4FT IN A LONG DIRT TURNOUT ON THE EAST SIDE OF THE HWY. MARK IS HR2407'APPROX 75'SOUTH EAST OF THE T7 MARKER ON THE WEST SIDE OF THE HWY AND HR2407'31' EAST OF CENTERLINE AND ABOVE THE LEVEL OF THE HWY 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS4324 *********************************************************************** HS4324 DESIGNATION - C 1003 HS4324 PID - HS4324 HS4324 STATE/COUNTY- CA/TUOLUMNE HS4324 USGS QUAD - STANDARD (1987) HS4324 HS4324 *CURRENT SURVEY CONTROL HS4324 ___________________________________________________________________ HS4324* NAD 83(1986)- 37 57 54. (N) 120 18 36. (W) SCALED HS4324* NAVD 88 - 705.092 (meters) 2313.29 (feet) ADJUSTED HS4324 ___________________________________________________________________ HS4324 GEOID HEIGHT- -27.94 (meters) GEOID99 HS4324 DYNAMIC HT - 704.517 (meters) 2311.40 (feet) COMP HS4324 MODELED GRAV- 979,789.3 (mgal) NAVD 88 HS4324 HS4324 VERT ORDER - FIRST CLASS II HS4324 HS4324.The horizontal coordinates were scaled from a topographic map and have HS4324.an estimated accuracy of +/- 6 seconds. HS4324 HS4324.The orthometric height was determined by differential leveling HS4324.and adjusted by the National Geodetic Survey in December 1997. HS4324 HS4324.The geoid height was determined by GEOID99. HS4324 HS4324.The dynamic height is computed by dividing the NAVD 88 HS4324.geopotential number by the normal gravity value computed on the HS4324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4324.degrees latitude (g = 980.6199 gals.). HS4324 HS4324.The modeled gravity was interpolated from observed gravity values. HS4324 HS4324; North East Units Estimated Accuracy HS4324;SPC CA 3 - 662,610. 2,016,700. MT (+/- 180 meters Scaled) HS4324 HS4324 SUPERSEDED SURVEY CONTROL HS4324 HS4324.No superseded survey control is available for this station. HS4324 HS4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH363053(NAD 83) HS4324_MARKER: DB = BENCH MARK DISK HS4324_SETTING: 66 = SET IN ROCK OUTCROP HS4324_STAMPING: C 1003 1979 HS4324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS4324+STABILITY: POSITION/ELEVATION WELL HS4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4324+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002 HS4324 HS4324 HISTORY - Date Condition Report By HS4324 HISTORY - 1979 MONUMENTED NGS HS4324 HISTORY - 20021031 GOOD CONDOR HS4324 HS4324 STATION DESCRIPTION HS4324 HS4324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 HS4324'0.4 MI SOUTH FROM STANDARD. HS4324'0.4 MILE SOUTH ALONG STANDARD ROAD FROM THE POST OFFICE AT STANDARD, HS4324'ACROSS THE ROAD FROM THE CURTIS CREEK SCHOOL AND IN LINE WITH THE HS4324'DRIVEWAY, IN TOP OF A 10- BY 25-FOOT GRANITE OUTCROP PROJECTING 3 HS4324'FEET ABOVE THE GROUND, 90 FEET SOUTHWEST OF THE CENTERLINE OF AN HS4324'ABANDONED ROAD, 48.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, HS4324'67 FEET SOUTHWEST OF POWER LINE POLE Y126D AND 21.5 FEET NORTHWEST HS4324'OF THE RIGHT-OF-WAY FENCE. HS4324'THE MARK IS 1 FT BELOW THE ROAD. HS4324 HS4324 STATION RECOVERY (2002) HS4324 HS4324'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS4324'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS4327 *********************************************************************** HS4327 DESIGNATION - F 1003 HS4327 PID - HS4327 HS4327 STATE/COUNTY- CA/TUOLUMNE HS4327 USGS QUAD - STANDARD (1987) HS4327 HS4327 *CURRENT SURVEY CONTROL HS4327 ___________________________________________________________________ HS4327* NAD 83(1986)- 37 57 50. (N) 120 17 05. (W) SCALED HS4327* NAVD 88 - 776.693 (meters) 2548.20 (feet) ADJUSTED HS4327 ___________________________________________________________________ HS4327 GEOID HEIGHT- -27.79 (meters) GEOID99 HS4327 DYNAMIC HT - 776.048 (meters) 2546.08 (feet) COMP HS4327 MODELED GRAV- 979,772.6 (mgal) NAVD 88 HS4327 HS4327 VERT ORDER - FIRST CLASS II HS4327 HS4327.The horizontal coordinates were scaled from a topographic map and have HS4327.an estimated accuracy of +/- 6 seconds. HS4327 HS4327.The orthometric height was determined by differential leveling HS4327.and adjusted by the National Geodetic Survey in December 1997. HS4327 HS4327.The geoid height was determined by GEOID99. HS4327 HS4327.The dynamic height is computed by dividing the NAVD 88 HS4327.geopotential number by the normal gravity value computed on the HS4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4327.degrees latitude (g = 980.6199 gals.). HS4327 HS4327.The modeled gravity was interpolated from observed gravity values. HS4327 HS4327; North East Units Estimated Accuracy HS4327;SPC CA 3 - 662,490. 2,018,920. MT (+/- 180 meters Scaled) HS4327 HS4327 SUPERSEDED SURVEY CONTROL HS4327 HS4327.No superseded survey control is available for this station. HS4327 HS4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH385052(NAD 83) HS4327_MARKER: DB = BENCH MARK DISK HS4327_SETTING: 66 = SET IN ROCK OUTCROP HS4327_STAMPING: F 1003 1979 HS4327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS4327+STABILITY: POSITION/ELEVATION WELL HS4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4327+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002 HS4327 HS4327 HISTORY - Date Condition Report By HS4327 HISTORY - 1979 MONUMENTED NGS HS4327 HISTORY - 20021104 GOOD CONDOR HS4327 HS4327 STATION DESCRIPTION HS4327 HS4327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 HS4327'2.9 MI EAST FROM STANDARD. HS4327'1.15 MILES SOUTH ALONG STANDARD ROAD FROM THE POST OFFICE AT STANDARD, HS4327'THENCE 1.6 MILES EAST ALONG TUOLUMNE ROAD, THENCE 0.15 MILE EAST ALONG HS4327'A PRIVATE ASPHALT ROAD, AT A MASSIVE GRANITE OUTCROP, IN TOP OF A HS4327'SMALL FLAT SHELF ON THE SOUTH SLOPE, 9 FEET NORTH OF THE SOUTH EDGE, HS4327'230 FEET WEST ALONG THE PRIVATE ASPHALT ROAD FROM THE CENTERLINE OF HS4327'BLACK OAK ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 46 FEET HS4327'EAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING TO RESIDENCE 16310, HS4327'38 FEET WEST OF THE CENTERLINE OF A PRIVATE GRAVEL ROAD, ABOUT 300 HS4327'FEET NORTH ACROSS A PASTURE AND 15 FEET BELOW TUOLUMNE ROAD AND 3.2 HS4327'FEET EAST-SOUTHEAST OF A 1-INCH REINFORCING BAR CEMENTED IN THE HS4327'OUTCROP, WHICH PROJECTS 1 INCH. HS4327'THE MARK IS 1 FT W FROM A WITNESS POST. HS4327'THE MARK IS 4 FT ABOVE THE PRIVATE ROAD. HS4327 HS4327 STATION RECOVERY (2002) HS4327 HS4327'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS4327'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS4336 *********************************************************************** HS4336 DESIGNATION - F 1004 HS4336 PID - HS4336 HS4336 STATE/COUNTY- CA/TUOLUMNE HS4336 USGS QUAD - SONORA (1987) HS4336 HS4336 *CURRENT SURVEY CONTROL HS4336 ___________________________________________________________________ HS4336* NAD 83(1992)- 37 52 52.24890(N) 120 28 31.69532(W) ADJUSTED HS4336* NAVD 88 - 403.447 (meters) 1323.64 (feet) ADJUSTED HS4336 ___________________________________________________________________ HS4336 EPOCH DATE - 1991.35 HS4336 X - -2,556,556.710 (meters) COMP HS4336 Y - -4,344,424.028 (meters) COMP HS4336 Z - 3,895,272.686 (meters) COMP HS4336 LAPLACE CORR- 8.86 (seconds) DEFLEC99 HS4336 ELLIP HEIGHT- 374.19 (meters) GPS OBS HS4336 GEOID HEIGHT- -29.42 (meters) GEOID99 HS4336 DYNAMIC HT - 403.134 (meters) 1322.62 (feet) COMP HS4336 MODELED GRAV- 979,844.2 (mgal) NAVD 88 HS4336 HS4336 HORZ ORDER - FIRST HS4336 VERT ORDER - FIRST CLASS II HS4336 ELLP ORDER - FOURTH CLASS I HS4336 HS4336.The horizontal coordinates were established by GPS observations HS4336.and adjusted by the National Geodetic Survey in July 1997. HS4336.The horizontal coordinates are valid at the epoch date displayed above. HS4336.The epoch date for horizontal control is a decimal equivalence HS4336.of Year/Month/Day. HS4336 HS4336.The orthometric height was determined by differential leveling HS4336.and adjusted by the National Geodetic Survey in June 1991. HS4336 HS4336.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS4336 HS4336.The Laplace correction was computed from DEFLEC99 derived deflections. HS4336 HS4336.The ellipsoidal height was determined by GPS observations HS4336.and is referenced to NAD 83. HS4336 HS4336.The geoid height was determined by GEOID99. HS4336 HS4336.The dynamic height is computed by dividing the NAVD 88 HS4336.geopotential number by the normal gravity value computed on the HS4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4336.degrees latitude (g = 980.6199 gals.). HS4336 HS4336.The modeled gravity was interpolated from observed gravity values. HS4336 HS4336; North East Units Scale Converg. HS4336;SPC CA 3 - 653,285.466 2,002,157.773 MT 0.99993175 +0 00 54.1 HS4336;SPC CA 3 - 2,143,320.73 6,568,745.96 sFT 0.99993175 +0 00 54.1 HS4336;UTM 10 - 4,195,636.336 722,021.890 MT 1.00020717 +1 33 02.7 HS4336 HS4336 SUPERSEDED SURVEY CONTROL HS4336 HS4336.No superseded survey control is available for this station. HS4336 HS4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG2202295636(NAD 83) HS4336_MARKER: DV = VERTICAL CONTROL DISK HS4336_SETTING: 66 = SET IN ROCK OUTCROP HS4336_STAMPING: F 1004 1979 HS4336_MARK LOGO: NGS HS4336_MAGNETIC: N = NO MAGNETIC MATERIAL HS4336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS4336+STABILITY: POSITION/ELEVATION WELL HS4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4336+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002 HS4336 HS4336 HISTORY - Date Condition Report By HS4336 HISTORY - 1979 MONUMENTED NGS HS4336 HISTORY - 1986 GOOD NGS HS4336 HISTORY - 19930201 GOOD CADT HS4336 HISTORY - 20020920 GOOD CONDOR HS4336 HS4336 STATION DESCRIPTION HS4336 HS4336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 HS4336'1.0 MI SE FROM YOSEMITE JUNCTION. HS4336'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM ITS JUNCTION WITH HS4336'STATE HIGHWAY 108 AT YOSEMITE JUNCTION, SET IN TOP OF A 2- BY 3-FOOT HS4336'OUTCROP PROJECTING 1 FOOT, 0.05 MILE NORTHWEST OF AND ACROSS THE HS4336'HIGHWAY FROM AN OLD TIMBER CATTLE CORRAL, 34 FEET NORTH OF THE HS4336'CENTERLINE OF THE HIGHWAY, 17.5 FEET WEST OF THE CENTER OF A WIRE HS4336'GATE AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE. HS4336'THE MARK IS 6 FT N FROM A WITNESS POST. HS4336'THE MARK IS 1 FT ABOVE THE HIGHWAY. HS4336 HS4336 STATION RECOVERY (1986) HS4336 HS4336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS4336'RECOVERED IN GOOD CONDITION. HS4336 HS4336 STATION RECOVERY (1993) HS4336 HS4336'RECOVERY NOTE BY CALTRANS 1993 (PDG) HS4336'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE HS4336'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 120, ABOUT 9 MI HS4336'(14.5 KM) SOUTHWEST OF SONORA AND 1 MI (1.6 KM) EAST OF YOSEMITE HS4336'JUNCTION. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS HS4336'108 AND 120 AT YOSEMITE JUNCTION, GO EAST ON HIGHWAY 120 FOR 1.05 MI HS4336'(1.69 KM) TO THE STATION ON THE LEFT AT POST MILE 13.15. THE STATION HS4336'IS SET FLUSH IN THE TOP OF A 2 FT (0.6 M) BY 3 FT (0.9 M) ROCK OUTCROP HS4336'PROJECTING 1 FT (0.3 M) ABOVE GROUND, ABOUT 150 FT (45.7 M) NORTHWEST HS4336'OF AND ACROSS HIGHWAY 120 FROM AN OLD TIMBER CATTLE CORRAL, 34.2 FT HS4336'(10.4 M) NORTH OF THE CENTERLINE OF HIGHWAY 120, 9.2 FT (2.8 M) HS4336'NORTHWEST OF THE WEST GATE POST OF A WIRE GATE, 6.5 FT (2.0 M) NORTH HS4336'OF A METAL WITNESS POST, 6.0 FT (1.8 M) NORTH OF A BARBED WIRE FENCE HS4336'AND ABOUT 1 FT (0.3 M) LOWER THAN HIGHWAY 120. THE STATION WAS HS4336'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. HS4336 HS4336 STATION RECOVERY (2002) HS4336 HS4336'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS4336'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4339 *********************************************************************** AA4339 DESIGNATION - F 219 RESET AA4339 PID - AA4339 AA4339 STATE/COUNTY- CA/TUOLUMNE AA4339 USGS QUAD - GROVELAND (1987) AA4339 AA4339 *CURRENT SURVEY CONTROL AA4339 ___________________________________________________________________ AA4339* NAD 83(1986)- 37 49 31. (N) 120 10 32. (W) SCALED AA4339* NAVD 88 - 979.20 (+/-2cm) 3212.6 (feet) VERTCON AA4339 ___________________________________________________________________ AA4339 GEOID HEIGHT- -28.01 (meters) GEOID99 AA4339 AA4339 VERT ORDER - THIRD (See Below) AA4339 AA4339.The horizontal coordinates were scaled from a topographic map and have AA4339.an estimated accuracy of +/- 6 seconds. AA4339 AA4339.The NAVD 88 height was computed by applying the VERTCON shift value to AA4339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4339.The vertical order pertains to the superseded datum. AA4339 AA4339.The geoid height was determined by GEOID99. AA4339 AA4339; North East Units Estimated Accuracy AA4339;SPC CA 3 - 647,130. 2,028,560. MT (+/- 180 meters Scaled) AA4339 AA4339 SUPERSEDED SURVEY CONTROL AA4339 AA4339 NGVD 29 - 978.41 (m) 3210.0 (f) RESET 3 AA4339 AA4339.Superseded values are not recommended for survey control. AA4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4339.See file dsdata.txt to determine how the superseded data were derived. AA4339 AA4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG485901(NAD 83) AA4339_MARKER: DV = VERTICAL CONTROL DISK AA4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4339_STAMPING: F 219 RESET 1977 AA4339_MARK LOGO: NGS AA4339_MAGNETIC: N = NO MAGNETIC MATERIAL AA4339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4339+STABILITY: SURFACE MOTION AA4339 AA4339 HISTORY - Date Condition Report By AA4339 HISTORY - 1977 MONUMENTED CADT AA4339 AA4339 STATION DESCRIPTION AA4339 AA4339'DESCRIBED BY CALTRANS 1977 (PDG) AA4339'3.7 MILES (6.0 KM) SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST AA4339'OFFICE IN GROVELAND, 0.2 MILE (0.3 KM) NORTHWEST OF THE DRIVEWAY AA4339'ENTRANCE TO SUGAR PINE RANCH AND MOTEL, AT THE NORTHWEST END OF THE AA4339'NORTHEAST CUT SLOPE, 38 FEET (11.6 M) SOUTHERLY FROM FLARED END AA4339'SECTION ON NORTHEAST END OF 18 INCH CMP X-DRAIN, 26 1/2 FEET NORTHEAST AA4339'OF HIGHWAY CENTERLINE, 2.0 FEET (0.6 M) SOUTH OF WITNESS POST, 0.4 AA4339'FOOT (12.2 CM) HIGHER THAN HIGHWAY CENTERLINE, SET IN CONCRETE FLUSH AA4339'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1002 *********************************************************************** HS1002 DESIGNATION - H 79 RESET 1960 HS1002 PID - HS1002 HS1002 STATE/COUNTY- CA/TUOLUMNE HS1002 USGS QUAD - JAWBONE RIDGE (1979) HS1002 HS1002 *CURRENT SURVEY CONTROL HS1002 ___________________________________________________________________ HS1002* NAD 83(1986)- 37 49 37. (N) 120 00 36. (W) SCALED HS1002* NAVD 88 - 878.25 (+/-2cm) 2881.4 (feet) VERTCON HS1002 ___________________________________________________________________ HS1002 GEOID HEIGHT- -27.28 (meters) GEOID99 HS1002 HS1002 VERT ORDER - THIRD (See Below) HS1002 HS1002.The horizontal coordinates were scaled from a topographic map and have HS1002.an estimated accuracy of +/- 6 seconds. HS1002 HS1002.The NAVD 88 height was computed by applying the VERTCON shift value to HS1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1002.The vertical order pertains to the superseded datum. HS1002 HS1002.The geoid height was determined by GEOID99. HS1002 HS1002; North East Units Estimated Accuracy HS1002;SPC CA 3 - 647,380. 2,043,140. MT (+/- 180 meters Scaled) HS1002 HS1002 SUPERSEDED SURVEY CONTROL HS1002 HS1002 NGVD 29 - 877.43 (m) 2878.7 (f) RESET 3 HS1002 HS1002.Superseded values are not recommended for survey control. HS1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1002.See file dsdata.txt to determine how the superseded data were derived. HS1002 HS1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG631908(NAD 83) HS1002_MARKER: DB = BENCH MARK DISK HS1002_SETTING: 80 = SET IN A BOULDER HS1002_STAMPING: H 79 RESET 1960 HS1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1002+STABILITY: SURFACE MOTION HS1002 HS1002 HISTORY - Date Condition Report By HS1002 HISTORY - 1960 MONUMENTED CGS HS1002 HS1002 STATION DESCRIPTION HS1002 HS1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HS1002'4.6 MI W FROM HARDIN FLAT. HS1002'LOCATED 4.6 MILES WEST ALONG STATE HIGHWAY 120 FROM THE CHEVRON HS1002'SERVICE STATION AND CAFE AT HARDIN FLAT, 0.7 MILE NORTH OF THE HS1002'CLIFF HOUSE, AT THE Y JUNCTION OF CHERRY VALLEY ROAD LEADING HS1002'NORTHEAST, IN THE TOP OF 1- BY 2-FOOT BOULDER THAT PROJECTS HS1002'0.5 FOOT ABOVE THE GROUND, ABOUT 100 YARDS SOUTHEAST OF THE HS1002'JUNCTION, 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.6 HS1002'FEET WEST OF A WOODEN WITNESS POST, 2 FEET SOUTH OF A 3- BY HS1002'3-FOOT BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND AND ABOUT HS1002'6 FEET ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AD9421 *********************************************************************** AD9421 DESIGNATION - HPGN D CA 10 JL AD9421 PID - AD9421 AD9421 STATE/COUNTY- CA/TUOLUMNE AD9421 USGS QUAD - KNIGHTS FERRY (1987) AD9421 AD9421 *CURRENT SURVEY CONTROL AD9421 ___________________________________________________________________ AD9421* NAD 83(1992)- 37 50 20.83489(N) 120 37 35.07888(W) ADJUSTED AD9421* NAVD 88 - 166.8 (meters) 547. (feet) GPS OBS AD9421 ___________________________________________________________________ AD9421 EPOCH DATE - 1991.35 AD9421 X - -2,569,356.847 (meters) COMP AD9421 Y - -4,339,978.081 (meters) COMP AD9421 Z - 3,891,440.978 (meters) COMP AD9421 LAPLACE CORR- 9.05 (seconds) DEFLEC99 AD9421 ELLIP HEIGHT- 136.54 (meters) GPS OBS AD9421 GEOID HEIGHT- -30.27 (meters) GEOID99 AD9421 AD9421 HORZ ORDER - FIRST AD9421 ELLP ORDER - FOURTH CLASS I AD9421 AD9421.The horizontal coordinates were established by GPS observations AD9421.and adjusted by the National Geodetic Survey in July 1997. AD9421.The horizontal coordinates are valid at the epoch date displayed above. AD9421.The epoch date for horizontal control is a decimal equivalence AD9421.of Year/Month/Day. AD9421 AD9421.The orthometric height was determined by GPS observations and a AD9421.high-resolution geoid model. AD9421 AD9421.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD9421 AD9421.The Laplace correction was computed from DEFLEC99 derived deflections. AD9421 AD9421.The ellipsoidal height was determined by GPS observations AD9421.and is referenced to NAD 83. AD9421 AD9421.The geoid height was determined by GEOID99. AD9421 AD9421; North East Units Scale Converg. AD9421;SPC CA 3 - 648,624.681 1,988,873.595 MT 0.99993036 -0 04 38.6 AD9421;SPC CA 3 - 2,128,029.47 6,525,162.79 sFT 0.99993036 -0 04 38.6 AD9421;UTM 10 - 4,190,620.198 708,864.148 MT 1.00013734 +1 27 23.7 AD9421 AD9421 SUPERSEDED SURVEY CONTROL AD9421 AD9421.No superseded survey control is available for this station. AD9421 AD9421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG0886490620(NAD 83) AD9421_MARKER: DD = SURVEY DISK AD9421_SETTING: 66 = SET IN ROCK OUTCROP AD9421_STAMPING: CA-HPGN-D 10-JL 1992 AD9421_MARK LOGO: CADT AD9421_MAGNETIC: N = NO MAGNETIC MATERIAL AD9421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AD9421+STABILITY: POSITION/ELEVATION WELL AD9421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD9421+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002 AD9421 AD9421 HISTORY - Date Condition Report By AD9421 HISTORY - 1992 MONUMENTED CADT AD9421 HISTORY - 20020920 GOOD CONDOR AD9421 AD9421 STATION DESCRIPTION AD9421 AD9421'DESCRIBED BY CALTRANS 1992 (PDG) AD9421'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 108/120 AD9421'AND TULLOCH ROAD, ABOUT 16 MI (25.7 KM) SOUTHWEST OF SONORA, 13 MI AD9421'(20.9 KM) EAST-NORTHEAST OF OAKDALE AND 3 MI (4.8 KM) NORTHEAST OF AD9421'KNIGHTS FERRY. TO REACH THE STATION FROM THE JUNCTION OF STATE AD9421'HIGHWAYS 108 AND 120, ABOUT 8 MI (12.9 KM) SOUTHWEST OF SONORA, GO AD9421'SOUTHWEST ON HIGHWAY 108/120 FOR 11.0 MI (17.7 KM) TO THE INTERSECTION AD9421'WITH TULLOCH ROAD AND THE STATION ON THE RIGHT IN THE SOUTHWEST AD9421'QUADRANT OF THE INTERSECTION AT POST MILE 1.4. THE STATION IS A AD9421'SURVEY DISK SET FLUSH IN THE TOP OF A ROCK OUTCROP, 79.8 FT (24.3 M) AD9421'WEST-NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF HIGHWAY AD9421'108/120, 71.1 FT (21.7 M) SOUTHWEST OF THE CENTERLINE OF TULLOCH ROAD, AD9421'45.5 FT (13.9 M) WEST-SOUTHWEST OF A STOP SIGN, 30.5 FT (9.3 M) AD9421'NORTHEAST OF AN ANGLE POINT IN THE BARBED WIRE RIGHT-OF-WAY FENCE, 2.0 AD9421'FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, ABOUT 2 FT (0.6 M) LOWER AD9421'THAN THE WEST-BOUND LANES OF HIGHWAY 108/120 AND PROJECTS 0.1 FT (0.0 AD9421'M) ABOVE GROUND. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA AD9421'HPGN DENSIFICATION SURVEY. AD9421 AD9421 STATION RECOVERY (2002) AD9421 AD9421'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) AD9421'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AD9422 *********************************************************************** AD9422 DESIGNATION - HPGN D CA 10 JM AD9422 PID - AD9422 AD9422 STATE/COUNTY- CA/TUOLUMNE AD9422 USGS QUAD - SONORA (1987) AD9422 AD9422 *CURRENT SURVEY CONTROL AD9422 ___________________________________________________________________ AD9422* NAD 83(1992)- 37 54 56.78049(N) 120 27 08.47697(W) ADJUSTED AD9422* NAVD 88 - 394.4 (meters) 1294. (feet) GPS OBS AD9422 ___________________________________________________________________ AD9422 EPOCH DATE - 1991.35 AD9422 X - -2,553,604.749 (meters) COMP AD9422 Y - -4,343,415.789 (meters) COMP AD9422 Z - 3,898,297.150 (meters) COMP AD9422 LAPLACE CORR- 9.84 (seconds) DEFLEC99 AD9422 ELLIP HEIGHT- 365.25 (meters) GPS OBS AD9422 GEOID HEIGHT- -29.15 (meters) GEOID99 AD9422 AD9422 HORZ ORDER - FIRST AD9422 ELLP ORDER - FOURTH CLASS I AD9422 AD9422.The horizontal coordinates were established by GPS observations AD9422.and adjusted by the National Geodetic Survey in July 1997. AD9422.The horizontal coordinates are valid at the epoch date displayed above. AD9422.The epoch date for horizontal control is a decimal equivalence AD9422.of Year/Month/Day. AD9422 AD9422.The orthometric height was determined by GPS observations and a AD9422.high-resolution geoid model. AD9422 AD9422.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD9422 AD9422.The Laplace correction was computed from DEFLEC99 derived deflections. AD9422 AD9422.The ellipsoidal height was determined by GPS observations AD9422.and is referenced to NAD 83. AD9422 AD9422.The geoid height was determined by GEOID99. AD9422 AD9422; North East Units Scale Converg. AD9422;SPC CA 3 - 657,125.526 2,004,189.305 MT 0.99993330 +0 01 45.0 AD9422;SPC CA 3 - 2,155,919.33 6,575,411.08 sFT 0.99993330 +0 01 45.0 AD9422;UTM 10 - 4,199,530.574 723,950.273 MT 1.00021776 +1 33 58.3 AD9422 AD9422 SUPERSEDED SURVEY CONTROL AD9422 AD9422.No superseded survey control is available for this station. AD9422 AD9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG2395099531(NAD 83) AD9422_MARKER: DD = SURVEY DISK AD9422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AD9422_STAMPING: CA-HPGN-DENSIFICATION STA. 10-JM 1992 AD9422_MARK LOGO: CADT AD9422_PROJECTION: FLUSH AD9422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AD9422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD9422+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002 AD9422_ROD/PIPE-DEPTH: 3.4 meters AD9422 AD9422 HISTORY - Date Condition Report By AD9422 HISTORY - 1992 MONUMENTED CADT AD9422 HISTORY - 19921116 GOOD CADT AD9422 HISTORY - 20021015 GOOD CONDOR AD9422 AD9422 STATION DESCRIPTION AD9422 AD9422'DESCRIBED BY CALTRANS 1992 (PDG) AD9422'THE STATION IS LOCATED AT THE CALIFORNIA DEPARTMENT OF TRANSPORTATION AD9422'(CALTRANS) SONORA MAINTENANCE STATION ON THE EAST SIDE OF STATE AD9422'HIGHWAY 49, ABOUT 6 MI (9.7 KM) SOUTHWEST OF SONORA. TO REACH THE AD9422'STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND 108, ABOUT 6 MI AD9422'(9.7 KM) SOUTHWEST OF SONORA, GO SOUTH ON HIGHWAY 49 FOR 0.2 MI (0.3 AD9422'KM) TO THE ENTRANCE TO THE CALTRANS MAINTENANCE STATION ON THE LEFT. AD9422'TURN LEFT AND GO EAST FOR ABOUT 100 FT (30.5 M) INTO THE MAINTENANCE AD9422'STATION YARD. TURN LEFT AND GO NORTH FOR ABOUT 100 FEET (30.5 M) TO AD9422'THE STATION ON THE LEFT. THE STATION IS LOCATED AT POST MILE 12.05. AD9422'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET AD9422'IN CONCRETE FLUSH WITH THE GROUND, ABOUT 105 FT (32.0 M) NORTH OF THE AD9422'CENTER OF THE ENTRANCE ROAD, 43.5 FT (13.3 M) NORTH OF AN ANGLE POINT AD9422'IN THE CHAIN LINK PERIMETER FENCE, 33.5 FT (10.2 M) EAST OF THE AD9422'CENTERLINE OF HIGHWAY 49, 2.4 FT (0.7 M) EAST OF THE CHAIN LINK FENCE, AD9422'2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND ABOUT 1 FT (0.3 M) AD9422'LOWER THAN HIGHWAY 49. THE STATION WAS OCCUPIED AS PART OF A AD9422'CALIFORNIA HPGN DENSIFICATION SURVEY. AD9422 AD9422 STATION RECOVERY (1992) AD9422 AD9422'RECOVERY NOTE BY CALTRANS 1992 (PDG) AD9422'RECOVERED AS DESCRIBED. AD9422 AD9422 STATION RECOVERY (2002) AD9422 AD9422'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) AD9422'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JR1288 *********************************************************************** JR1288 DESIGNATION - K 917 RESET JR1288 PID - JR1288 JR1288 STATE/COUNTY- CA/TUOLUMNE JR1288 USGS QUAD - DARDANELLE (1979) JR1288 JR1288 *CURRENT SURVEY CONTROL JR1288 ___________________________________________________________________ JR1288* NAD 83(1986)- 38 20 26. (N) 119 49 53. (W) SCALED JR1288* NAVD 88 - 1758.96 (+/-2cm) 5770.9 (feet) VERTCON JR1288 ___________________________________________________________________ JR1288 GEOID HEIGHT- -24.13 (meters) GEOID99 JR1288 JR1288 VERT ORDER - THIRD (See Below) JR1288 JR1288.The horizontal coordinates were scaled from a topographic map and have JR1288.an estimated accuracy of +/- 6 seconds. JR1288 JR1288.The NAVD 88 height was computed by applying the VERTCON shift value to JR1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JR1288.The vertical order pertains to the superseded datum. JR1288 JR1288.The geoid height was determined by GEOID99. JR1288 JR1288; North East Units Estimated Accuracy JR1288;SPC CA 3 - 704,480. 2,058,450. MT (+/- 180 meters Scaled) JR1288 JR1288 SUPERSEDED SURVEY CONTROL JR1288 JR1288 NGVD 29 - 1757.66 (m) 5766.6 (f) RESET 3 JR1288 JR1288.Superseded values are not recommended for survey control. JR1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JR1288.See file dsdata.txt to determine how the superseded data were derived. JR1288 JR1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC525473(NAD 83) JR1288_MARKER: DV = VERTICAL CONTROL DISK JR1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JR1288_STAMPING: K 917 RESET 1984 JR1288_MARK LOGO: NGS JR1288_MAGNETIC: N = NO MAGNETIC MATERIAL JR1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JR1288+STABILITY: SURFACE MOTION JR1288 JR1288 HISTORY - Date Condition Report By JR1288 HISTORY - 1984 MONUMENTED NGS JR1288 JR1288 STATION DESCRIPTION JR1288 JR1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 JR1288'IN DARDANELLE, NEAR THE CENTER OF A LARGE TRAFFIC ISLAND, 45.7 METERS JR1288'(149.9 FT) EAST OF THE EAST CORNER OF THE STORE, 27.4 METERS JR1288'(89.9 FT) SOUTHWEST FROM THE CENTER OF STATE HIGHWAY 108. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR0870 *********************************************************************** HR0870 DESIGNATION - P 219 RESET HR0870 PID - HR0870 HR0870 STATE/COUNTY- CA/TUOLUMNE HR0870 USGS QUAD - ASCENSION MOUNTAIN (1992) HR0870 HR0870 *CURRENT SURVEY CONTROL HR0870 ___________________________________________________________________ HR0870* NAD 83(1986)- 37 49 25. (N) 119 58 08. (W) SCALED HR0870* NAVD 88 - 1187.05 (+/-2cm) 3894.5 (feet) VERTCON HR0870 ___________________________________________________________________ HR0870 GEOID HEIGHT- -27.07 (meters) GEOID99 HR0870 HR0870 VERT ORDER - THIRD (See Below) HR0870 HR0870.The horizontal coordinates were scaled from a topographic map and have HR0870.an estimated accuracy of +/- 6 seconds. HR0870 HR0870.The NAVD 88 height was computed by applying the VERTCON shift value to HR0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0870.The vertical order pertains to the superseded datum. HR0870 HR0870.The geoid height was determined by GEOID99. HR0870 HR0870; North East Units Estimated Accuracy HR0870;SPC CA 3 - 647,030. 2,046,760. MT (+/- 180 meters Scaled) HR0870 HR0870 SUPERSEDED SURVEY CONTROL HR0870 HR0870 NGVD 29 - 1186.21 (m) 3891.8 (f) RESET 3 HR0870 HR0870.Superseded values are not recommended for survey control. HR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0870.See file dsdata.txt to determine how the superseded data were derived. HR0870 HR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB386903(NAD 83) HR0870_MARKER: DB = BENCH MARK DISK HR0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0870_STAMPING: P 219 1935 RESET 1960 HR0870_MARK LOGO: CGS HR0870_PROJECTION: PROJECTING 15 CENTIMETERS HR0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0870+STABILITY: SURFACE MOTION HR0870 HR0870 HISTORY - Date Condition Report By HR0870 HISTORY - 1960 MONUMENTED CGS HR0870 HISTORY - 1986 GOOD NGS HR0870 HR0870 STATION DESCRIPTION HR0870 HR0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HR0870'1.7 MI NW FROM HARDIN FLAT. HR0870'LOCATED 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE CHEVRON HR0870'SERVICE STATION AND CAFE AT HARDIN FLAT, 0.15 MILE NORTHWEST OF THE HR0870'Y JUNCTION OF A GRADED DIRT ROAD LEADING EAST, AT THE T JUNCTION HR0870'OF A LOGGING TRAIL LEADING SOUTH, 60 FEET SOUTHEAST OF THE HR0870'CENTERLINE OF THE TRAIL, 58.5 FEET SOUTHWEST OF THE CENTERLINE OF HR0870'THE HIGHWAY, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT HR0870'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A HR0870'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. HR0870 HR0870 STATION RECOVERY (1986) HR0870 HR0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0870'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 9.5 KM (5.9 HR0870'MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF MOORE CREEK HR0870'ROAD IN BUCK MEADOWS, 0.16 KM (0.10 MI) WEST OF MILEPOST 50, ON TOP HR0870'OF A 25 FT CUT BANK, 15.8 METERS (52.0 FT) SOUTHWEST OF THE HR0870'CENTERLINE OF THE HIGHWAY. NOTE--NOT LEVELED DURING THIS SURVEY, HR0870'INACESSIBLE. HR0870'THE MARK IS 0.5 METERS SE FROM A WITNESS POST HR0870'THE MARK IS 7.6 M ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1040 *********************************************************************** HS1040 DESIGNATION - R 217 RESET HS1040 PID - HS1040 HS1040 STATE/COUNTY- CA/TUOLUMNE HS1040 USGS QUAD - SONORA (1987) HS1040 HS1040 *CURRENT SURVEY CONTROL HS1040 ___________________________________________________________________ HS1040* NAD 83(1986)- 37 59 21. (N) 120 26 49. (W) SCALED HS1040* NAVD 88 - 480.64 (+/-2cm) 1576.9 (feet) VERTCON HS1040 ___________________________________________________________________ HS1040 GEOID HEIGHT- -28.73 (meters) GEOID99 HS1040 HS1040 VERT ORDER - THIRD (See Below) HS1040 HS1040.The horizontal coordinates were scaled from a topographic map and have HS1040.an estimated accuracy of +/- 6 seconds. HS1040 HS1040.The NAVD 88 height was computed by applying the VERTCON shift value to HS1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1040.The vertical order pertains to the superseded datum. HS1040 HS1040.The geoid height was determined by GEOID99. HS1040 HS1040; North East Units Estimated Accuracy HS1040;SPC CA 3 - 665,270. 2,004,660. MT (+/- 180 meters Scaled) HS1040 HS1040 SUPERSEDED SURVEY CONTROL HS1040 HS1040 NGVD 29 - 479.89 (m) 1574.4 (f) RESET 3 HS1040 HS1040.Superseded values are not recommended for survey control. HS1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1040.See file dsdata.txt to determine how the superseded data were derived. HS1040 HS1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH242076(NAD 83) HS1040_MARKER: DB = BENCH MARK DISK HS1040_SETTING: 80 = SET IN A BOULDER HS1040_STAMPING: R 217 1935 RESET 1959 HS1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1040+STABILITY: SURFACE MOTION HS1040 HS1040 HISTORY - Date Condition Report By HS1040 HISTORY - 1959 MONUMENTED CGS HS1040 HS1040 STATION DESCRIPTION HS1040 HS1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 HS1040'0.8 MI SE FROM TUTTLETOWN. HS1040'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 49 FROM TUTTLETOWN, 30.5 HS1040'FEET SOUTHEAST OF THE NORTHEAST END OF CULVERT A-3.96, 20.3 FEET HS1040'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 FEET SOUTHWEST HS1040'OF A FENCE LINE, 3.0 FEET NORTHEAST OF TELEPHONE POLE 2484, HS1040'ACROSS THE HIGHWAY FROM THE DRIVEWAY INTO THE R.H. STEELE HS1040'PROPERTY, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP HS1040'OF A BOULDER THAT PROJECTS 1 INCH ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0923 *********************************************************************** HS0923 DESIGNATION - T 78 HS0923 PID - HS0923 HS0923 STATE/COUNTY- CA/TUOLUMNE HS0923 USGS QUAD - CHINESE CAMP (1987) HS0923 HS0923 *CURRENT SURVEY CONTROL HS0923 ___________________________________________________________________ HS0923* NAD 83(1986)- 37 52 00. (N) 120 25 47. (W) SCALED HS0923* NAVD 88 - 392.208 (meters) 1286.77 (feet) ADJUSTED HS0923 ___________________________________________________________________ HS0923 GEOID HEIGHT- -29.26 (meters) GEOID99 HS0923 DYNAMIC HT - 391.903 (meters) 1285.77 (feet) COMP HS0923 MODELED GRAV- 979,840.8 (mgal) NAVD 88 HS0923 HS0923 VERT ORDER - FIRST CLASS II HS0923 HS0923.The horizontal coordinates were scaled from a topographic map and have HS0923.an estimated accuracy of +/- 6 seconds. HS0923 HS0923.The orthometric height was determined by differential leveling HS0923.and adjusted by the National Geodetic Survey in June 1991. HS0923 HS0923.The geoid height was determined by GEOID99. HS0923 HS0923.The dynamic height is computed by dividing the NAVD 88 HS0923.geopotential number by the normal gravity value computed on the HS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS0923.degrees latitude (g = 980.6199 gals.). HS0923 HS0923.The modeled gravity was interpolated from observed gravity values. HS0923 HS0923; North East Units Estimated Accuracy HS0923;SPC CA 3 - 651,680. 2,006,180. MT (+/- 180 meters Scaled) HS0923 HS0923 SUPERSEDED SURVEY CONTROL HS0923 HS0923 NGVD 29 - 391.456 (m) 1284.30 (f) ADJ UNCH 1 2 HS0923 HS0923.Superseded values are not recommended for survey control. HS0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0923.See file dsdata.txt to determine how the superseded data were derived. HS0923 HS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG260941(NAD 83) HS0923_MARKER: DB = BENCH MARK DISK HS0923_SETTING: 66 = SET IN ROCK OUTCROP HS0923_STAMPING: T 78 1956 HS0923_MARK LOGO: CGS HS0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS0923+STABILITY: POSITION/ELEVATION WELL HS0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0923+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002 HS0923 HS0923 HISTORY - Date Condition Report By HS0923 HISTORY - 1956 MONUMENTED CGS HS0923 HISTORY - 1986 GOOD NGS HS0923 HISTORY - 20021015 GOOD CONDOR HS0923 HS0923 STATION DESCRIPTION HS0923 HS0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 HS0923'0.3 MI S FROM CHINESE CAMP. HS0923'0.3 MILE SOUTH ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT HS0923'CHINESE CAMP, 0.1 MILE SOUTH OF THE SOUTH CITY LIMITS SIGN, IN HS0923'THE TOP OF A 10- BY 12-FOOT GRANITE OUTCROP WHICH PROJECTS HS0923'1 1/2 FEET ABOVE THE GROUND, ABOUT 99 YARDS SOUTH OF THE SOUTHEAST HS0923'CORNER OF A WOODEN CORRAL, 116 1/2 FEET SOUTHWEST OF THE CENTER HS0923'LINE OF THE HIGHWAY, 109 FEET NORTH OF THE APPROXIMATE CENTER OF HS0923'A DRY WASH, 4.1 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 8 HS0923'FEET LOWER THAN THE HIGHWAY. HS0923 HS0923 STATION RECOVERY (1986) HS0923 HS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS0923'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.0 KM (0.6 HS0923'MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF STATE HIGHWAY HS0923'49 IN CHINESE CAMP, IN THE CENTER OF A PASTURE, 35.4 METERS (116 FT) HS0923'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.2 METERS (109 FT) HS0923'NORTH OF THE CENTER OF A DRY WASH, 21.2 METERS (69.6 FT) SOUTHWEST OF HS0923'A FENCE, IN TOP AND AT THE EAST EDGE OF A 3.0 BY 3.7 METER ROCK HS0923'OUTCROP PROJECTING 0.5 METER. HS0923'THE MARK IS 21.3 METERS SW FROM A WITNESS POST HS0923'THE MARK IS 2.4 M BELOW THE HIGHWAY. HS0923 HS0923 STATION RECOVERY (2002) HS0923 HS0923'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS0923'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5472 *********************************************************************** HS5472 DESIGNATION - X 904 RESET HS5472 PID - HS5472 HS5472 STATE/COUNTY- CA/TUOLUMNE HS5472 USGS QUAD - SONORA (1987) HS5472 HS5472 *CURRENT SURVEY CONTROL HS5472 ___________________________________________________________________ HS5472* NAD 83(1986)- 37 56 28. (N) 120 25 56. (W) SCALED HS5472* NAVD 88 - 407.51 (meters) 1337.0 (feet) RESET HS5472 ___________________________________________________________________ HS5472 GEOID HEIGHT- -28.90 (meters) GEOID99 HS5472 HS5472 VERT ORDER - THIRD HS5472 HS5472.The horizontal coordinates were scaled from a topographic map and have HS5472.an estimated accuracy of +/- 6 seconds. HS5472 HS5472.The orthometric height was computed from unverified reset data. HS5472.No vertical observational check was made to the station. HS5472 HS5472.The geoid height was determined by GEOID99. HS5472 HS5472; North East Units Estimated Accuracy HS5472;SPC CA 3 - 659,940. 2,005,960. MT (+/- 180 meters Scaled) HS5472 HS5472 SUPERSEDED SURVEY CONTROL HS5472 HS5472 NGVD 29 - 406.76 (m) 1334.5 (f) RESET 3 HS5472 HS5472.Superseded values are not recommended for survey control. HS5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5472.See file dsdata.txt to determine how the superseded data were derived. HS5472 HS5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH256023(NAD 83) HS5472_MARKER: DV = VERTICAL CONTROL DISK HS5472_SETTING: 38 = BRIDGE ABUTMENT HS5472_STAMPING: X 904 RESET 1993 HS5472_MARK LOGO: NGS HS5472_MAGNETIC: N = NO MAGNETIC MATERIAL HS5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5472 HS5472 HISTORY - Date Condition Report By HS5472 HISTORY - 1993 MONUMENTED CADT HS5472 HS5472 STATION DESCRIPTION HS5472 HS5472'DESCRIBED BY CALTRANS 1993 HS5472'0.2 MILE (0.3 KM) SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN HS5472'JAMESTOWN, THENCE 0.8 MILE (1.3 KM) SOUTHWEST ALONG STATE HIGHWAY 108 HS5472'AND 49, IN T1N R14E MOM, NEAR THE SE CORNER OF THE NE 1/4 OF SECT. HS5472'16, AT CONCRETE BRIDGE 32-04 OVER WOODS CREEK, IN THE TOP OF THE HS5472'WESTERLY ABUTMENT ON THE NORTHERLY SIDE OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2404 *********************************************************************** HR2404 DESIGNATION - Y 1391 HR2404 PID - HR2404 HR2404 STATE/COUNTY- CA/TUOLUMNE HR2404 USGS QUAD - TAMARACK FLAT (1992) HR2404 HR2404 *CURRENT SURVEY CONTROL HR2404 ___________________________________________________________________ HR2404* NAD 83(1986)- 37 48 34. (N) 119 42 49. (W) SCALED HR2404* NAVD 88 - 2138.515 (meters) 7016.11 (feet) ADJUSTED HR2404 ___________________________________________________________________ HR2404 GEOID HEIGHT- -25.60 (meters) GEOID99 HR2404 DYNAMIC HT - 2136.012 (meters) 7007.90 (feet) COMP HR2404 MODELED GRAV- 979,381.7 (mgal) NAVD 88 HR2404 HR2404 VERT ORDER - FIRST CLASS II HR2404 HR2404.The horizontal coordinates were scaled from a topographic map and have HR2404.an estimated accuracy of +/- 6 seconds. HR2404 HR2404.The orthometric height was determined by differential leveling HR2404.and adjusted by the National Geodetic Survey in June 1991. HR2404 HR2404.The geoid height was determined by GEOID99. HR2404 HR2404.The dynamic height is computed by dividing the NAVD 88 HR2404.geopotential number by the normal gravity value computed on the HR2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2404.degrees latitude (g = 980.6199 gals.). HR2404 HR2404.The modeled gravity was interpolated from observed gravity values. HR2404 HR2404; North East Units Estimated Accuracy HR2404;SPC CA 3 - 645,610. 2,069,240. MT (+/- 180 meters Scaled) HR2404 HR2404 SUPERSEDED SURVEY CONTROL HR2404 HR2404.No superseded survey control is available for this station. HR2404 HR2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB611881(NAD 83) HR2404_MARKER: DB = BENCH MARK DISK HR2404_SETTING: 66 = SET IN ROCK OUTCROP HR2404_STAMPING: Y 1391 1987 HR2404_MARK LOGO: NGS HR2404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2404+STABILITY: POSITION/ELEVATION WELL HR2404 HR2404 HISTORY - Date Condition Report By HR2404 HISTORY - 1987 MONUMENTED NGS HR2404 HISTORY - 20020923 MARK NOT FOUND CONDOR HR2404 HR2404 STATION DESCRIPTION HR2404 HR2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2404'14.0 KM (8.70 MI) EAST FROM YOSEMITE PARK. HR2404'14.0 KM (8.70 MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF HR2404'STATE HIGHWAY 41 AT CRANE FLAT IN YOSEMITE PARK, IN TOP OF A 1.0 BY HR2404'2.0 FT LEDGE AT THE APPROXIMATE CENTER OF A HIGHWAY CUT THROUGH HR2404'OUTCROP, 61.0 M (200.1 FT) SOUTH OF THE TOP OF A SMALL RISE IN THE HR2404'HIGHWAY, 4.3 M (14.1 FT) EAST OF THE HIGHWAY CENTERLINE, 10.0 M (32.8 HR2404'FT) NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTH END OF A SMALL HR2404'DIRT TURNOUT. NOTE--NO WITNESS POST. A NAIL AND WASHER WAS DRIVEN HR2404'INTO THE EAST FOGLINE TO WITNESS THE MARK. HR2404'THE MARK IS 0.3 M ABOVE THE HIGHWAY. HR2404 HR2404 STATION RECOVERY (2002) HR2404 HR2404'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2404'THERE IS NOTHING AT 8.7 MILES EAST ON HWY 120 FROM THE JUNCTIONS OF HR2404'120 AND 41 THAT FITS THE GIVEN DESCRIPTION. NO FURTHER SEARCH WAS MADE HR2404' 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4814 *********************************************************************** JS4814 DESIGNATION - Z 121 RESET JS4814 PID - JS4814 JS4814 STATE/COUNTY- CA/TUOLUMNE JS4814 USGS QUAD - STRAWBERRY (1979) JS4814 JS4814 *CURRENT SURVEY CONTROL JS4814 ___________________________________________________________________ JS4814* NAD 83(1986)- 38 10 15. (N) 120 02 20. (W) SCALED JS4814* NAVD 88 - 1718.70 (+/-2cm) 5638.8 (feet) VERTCON JS4814 ___________________________________________________________________ JS4814 GEOID HEIGHT- -25.40 (meters) GEOID99 JS4814 JS4814 VERT ORDER - THIRD (See Below) JS4814 JS4814.The horizontal coordinates were scaled from a topographic map and have JS4814.an estimated accuracy of +/- 6 seconds. JS4814 JS4814.The NAVD 88 height was computed by applying the VERTCON shift value to JS4814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4814.The vertical order pertains to the superseded datum. JS4814 JS4814.The geoid height was determined by GEOID99. JS4814 JS4814; North East Units Estimated Accuracy JS4814;SPC CA 3 - 685,530. 2,040,400. MT (+/- 180 meters Scaled) JS4814 JS4814 SUPERSEDED SURVEY CONTROL JS4814 JS4814 NGVD 29 - 1717.64 (m) 5635.3 (f) RESET 3 JS4814 JS4814.Superseded values are not recommended for survey control. JS4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4814.See file dsdata.txt to determine how the superseded data were derived. JS4814 JS4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH594289(NAD 83) JS4814_MARKER: DV = VERTICAL CONTROL DISK JS4814_SETTING: 80 = SET IN A BOULDER JS4814_STAMPING: Z 121 RESET 1984 JS4814_MARK LOGO: NGS JS4814_MAGNETIC: N = NO MAGNETIC MATERIAL JS4814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4814+STABILITY: SURFACE MOTION JS4814 JS4814 HISTORY - Date Condition Report By JS4814 HISTORY - 1984 MONUMENTED NGS JS4814 JS4814 STATION DESCRIPTION JS4814 JS4814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 JS4814'3.3 MILES (5.3 KM) SOUTHWEST ALONG STATE HIGHWAY 108 FROM THE POST JS4814'OFFICE IN STRAWBERRY, THEN 0.2 MILE (0.3 KM) NORTH-NORTHEAST ALONG JS4814'OLD STRAWBERRY ROAD, 25 FEET (7.6 M) WEST OF AN UNDERGROUND CABLE, 16 JS4814'FEET (4.9 M) NORTH OF A 6 FEET (1.8 M) HIGH BOULDER, 8.6 FEET JS4814'(2.6 M) EAST OF A 6 INCH PINE, IN THE TOP OF A 3 BY 5 FOOT (1.5 M) JS4814'BOULDER THAT PROJECTS 3 FEET. THE MARK WILL BE EAST OF THE ROAD AND JS4814'WEST OF THE SCHOOL AFTER CONSTRUCTION IS COMPLETED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2405 *********************************************************************** HR2405 DESIGNATION - Z 1391 HR2405 PID - HR2405 HR2405 STATE/COUNTY- CA/TUOLUMNE HR2405 USGS QUAD - TAMARACK FLAT (1992) HR2405 HR2405 *CURRENT SURVEY CONTROL HR2405 ___________________________________________________________________ HR2405* NAD 83(1986)- 37 49 03. (N) 119 42 51. (W) SCALED HR2405* NAVD 88 - 2182.851 (meters) 7161.57 (feet) ADJUSTED HR2405 ___________________________________________________________________ HR2405 GEOID HEIGHT- -25.57 (meters) GEOID99 HR2405 DYNAMIC HT - 2180.299 (meters) 7153.20 (feet) COMP HR2405 MODELED GRAV- 979,380.7 (mgal) NAVD 88 HR2405 HR2405 VERT ORDER - FIRST CLASS II HR2405 HR2405.The horizontal coordinates were scaled from a topographic map and have HR2405.an estimated accuracy of +/- 6 seconds. HR2405 HR2405.The orthometric height was determined by differential leveling HR2405.and adjusted by the National Geodetic Survey in June 1991. HR2405 HR2405.The geoid height was determined by GEOID99. HR2405 HR2405.The dynamic height is computed by dividing the NAVD 88 HR2405.geopotential number by the normal gravity value computed on the HR2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2405.degrees latitude (g = 980.6199 gals.). HR2405 HR2405.The modeled gravity was interpolated from observed gravity values. HR2405 HR2405; North East Units Estimated Accuracy HR2405;SPC CA 3 - 646,510. 2,069,190. MT (+/- 180 meters Scaled) HR2405 HR2405 SUPERSEDED SURVEY CONTROL HR2405 HR2405.No superseded survey control is available for this station. HR2405 HR2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB610890(NAD 83) HR2405_MARKER: DB = BENCH MARK DISK HR2405_SETTING: 66 = SET IN ROCK OUTCROP HR2405_STAMPING: Z 1391 1987 HR2405_MARK LOGO: NGS HR2405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2405+STABILITY: POSITION/ELEVATION WELL HR2405 HR2405 HISTORY - Date Condition Report By HR2405 HISTORY - 1987 MONUMENTED NGS HR2405 HISTORY - 20020925 MARK NOT FOUND CONDOR HR2405 HR2405 STATION DESCRIPTION HR2405 HR2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2405'15.1 KM (9.40 MI) EAST FROM YOSEMITE PARK. HR2405'15.1 KM (9.40 MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF HR2405'STATE HIGHWAY 41 AT CRANE FLAT IN YOSEMITE PARK, IN TOP AND 0.9 M HR2405'(3.0 FT) NORTHEAST OF THE SOUTHWEST POINT OF 6.0 BY 10.0 FT GRANITE HR2405'OUTCROP PROJECTING 2.0 FT, ON TOP AND AT THE EDGE OF A DIRT CUT, ON HR2405'THE INSIDE OF A CURVE, 11.8 M (38.7 FT) SOUTHWEST OF THE HIGHWAY HR2405'CENTERLINE, 31.7 M (104.0 FT) NORTHWEST EXTENDED CENTERLINE OF AN OLD HR2405'ROAD (NOW BLOCKED OFF) LEADING TO AN ABANDONED CAMPGROUND. NOTE--NO HR2405'WITNESS POST. A NAIL AND WASHER WAS DRIVEN INTO THE SOUTHWEST HR2405'FOGLINE TO WITNESS THE MARK. HR2405'THE MARK IS 1.8 M ABOVE THE HIGHWAY. HR2405 HR2405 STATION RECOVERY (2002) HR2405 HR2405'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2405'THERE IS NOTHING AT 9.4 MILES EAST ON HWY 120 FROM THE JUNCTION OF HR2405'HWYS 120 AND 41 THAT FITS THE GIVEN DESCRIPTION. THERE IS AN ABANDONED HR2405'CAMP GROUND LOCATED AT 8.7 MILES. FURTHER SEARCH FOR THE MARK WAS NOT HR2405'CONDUCTED