1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR2435 *********************************************************************** HR2435 DESIGNATION - F 1410 HR2435 PID - HR2435 HR2435 STATE/COUNTY- CA/MARIPOSA HR2435 USGS QUAD - TENAYA LAKE (1992) HR2435 HR2435 *CURRENT SURVEY CONTROL HR2435 ___________________________________________________________________ HR2435* NAD 83(1998)- 37 48 43.39242(N) 119 29 00.94635(W) ADJUSTED HR2435* NAVD 88 - 2561.98 (meters) 8405.4 (feet) GPS OBS HR2435 ___________________________________________________________________ HR2435 EPOCH DATE - 2002.82 HR2435 X - -2,484,127.197 (meters) COMP HR2435 Y - -4,393,614.481 (meters) COMP HR2435 Z - 3,890,539.834 (meters) COMP HR2435 LAPLACE CORR- 11.76 (seconds) DEFLEC99 HR2435 ELLIP HEIGHT- 2537.46 (meters) (10/24/03) GPS OBS HR2435 GEOID HEIGHT- -24.46 (meters) HR2435 HR2435 HORZ ORDER - B HR2435 ELLP ORDER - FOURTH CLASS I HR2435 HR2435.The horizontal coordinates were established by GPS observations HR2435.and adjusted by the National Geodetic Survey in October 2003. HR2435.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HR2435.DATUM ITEM on the data sheet items page. HR2435.The horizontal coordinates are valid at the epoch date displayed above. HR2435.The epoch date for horizontal control is a decimal equivalence HR2435.of Year/Month/Day. HR2435 HR2435.The orthometric height was determined by GPS observations and a HR2435.high-resolution geoid model using precise GPS observation and HR2435.processing techniques. It supersedes the leveled height previously HR2435.determined for this station. HR2435 HR2435.The X, Y, and Z were computed from the position and the ellipsoidal ht. HR2435 HR2435.The Laplace correction was computed from DEFLEC99 derived deflections. HR2435 HR2435.The ellipsoidal height was determined by GPS observations HR2435.and is referenced to NAD 83. HR2435 HR2435 HR2435; North East Units Scale Converg. HR2435;SPC CA 3 - 646,099.067 2,089,492.556 MT 0.99992974 +0 37 20.2 HR2435;SPC CA 3 - 2,119,743.36 6,855,276.83 sFT 0.99992974 +0 37 20.2 HR2435;UTM 11 - 4,187,868.296 281,374.398 MT 1.00018875 -1 31 23.6 HR2435 HR2435 SUPERSEDED SURVEY CONTROL HR2435 HR2435 NAVD 88 (06/15/91) 2562.058 (m) 8405.69 (f) ADJUSTED 1 2 HR2435 HR2435.Superseded values are not recommended for survey control. HR2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR2435.See file dsdata.txt to determine how the superseded data were derived. HR2435 HR2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB8137487868(NAD 83) HR2435_MARKER: DB = BENCH MARK DISK HR2435_SETTING: 66 = SET IN ROCK OUTCROP HR2435_STAMPING: F 1410 1987 HR2435_MARK LOGO: NGS HR2435_MAGNETIC: N = NO MAGNETIC MATERIAL HR2435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2435+STABILITY: POSITION/ELEVATION WELL HR2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HR2435+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2002 HR2435 HR2435 HISTORY - Date Condition Report By HR2435 HISTORY - 1987 MONUMENTED NGS HR2435 HISTORY - 20021029 GOOD CONDOR HR2435 HISTORY - 20021215 GOOD CETINC HR2435 HR2435 STATION DESCRIPTION HR2435 HR2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2435'16.1 KM (10.00 MI) WEST FROM YOSEMITE PARK. HR2435'16.1 KM (10.00 MI) WEST ALONG STATE HIGHWAY 120 FROM THE WEST END OF HR2435'THE BRIDGE OVER THE TUOLUMNE RIVER AT TUOLUMNE MEADOWS IN YOSEMITE HR2435'PARK, IN TOP AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF A HR2435'2 BY 5 FT SLOPING GRANITE LEDGE IN A HIGHWAY CUT ACROSS A MASSIVE HR2435'GRANITE DOME, DUE NORTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST HR2435'END OF THE CURB OF A LONG PAVED TURNOUT, 6.2 M (20.3 FT) NORTHWEST OF HR2435'THE HIGHWAY CENTERLLINE, 33.2 M (108.9 FT) NORTHEAST OF THE NORTHWEST HR2435'END OF A 24-INCH METAL PIPE CULVERT. NOTE--NO WITNESS POST, A NAIL HR2435'AND WASHER WAS DRIVEN INTO THE NORTHWEST FOGLINE TO WITNESS THE MARK. HR2435'THE MARK IS 0.2 M ABOVE THE HIGHWAY. HR2435 HR2435 STATION RECOVERY (2002) HR2435 HR2435'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2435'RECOVERED IN GOOD CONDITION. HR2435 HR2435 STATION RECOVERY (2002) HR2435 HR2435'RECOVERY NOTE BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG) HR2435'F 1410 IN YOSEMITE NATIONAL PARK, 10 MI (16.0 KM) WEST ALONG HWY 120 HR2435'FROM THE WEST END OF HR2435'THE BRIDGE OVER THE TUOLUMNE RIVER, AT TUOLUMNE MEADOWS, ON TOP OF AND HR2435'0.3 M (1 FT) HR2435'NORTHWEST OF THE SOUTHEAST EDGE OF A 2 BY 5 FT. SLOPING GRANITE LEDGE HR2435'IN A HIGHWAY CUT HR2435'ACROSS A MASSIVE GRANITE DOME, DUE NORTHWEST AND ACROSS THE HIGHWAY HR2435'FROM THE HR2435'SOUTHWEST END OF THE CURB OF A LONG PAVED TURNOUT. THE MARK IS 6.2 M HR2435'(20.3 FT) HR2435'NORTHWEST OF HWY CENTERLINE, 33.2 M (108.9 FT) NORTHEAST OF THE HR2435'NORTHWEST END OF A 24 HR2435'INCH (60.9 CM) METAL PIPE CULVERT. NOTE NO WITNESS POST, A NAIL AND HR2435'WASHER WAS DRIVEN HR2435'INTO THE NORTHWEST FOG LINE TO WITNESS THE MARK. THE MARK IS 0.2 M HR2435'(0.65 FT) ABOVE THE HR2435'HWY. HR2435' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0843 *********************************************************************** HR0843 DESIGNATION - H 270 HR0843 PID - HR0843 HR0843 STATE/COUNTY- CA/MARIPOSA HR0843 USGS QUAD - ACKERSON MOUNTAIN (1992) HR0843 HR0843 *CURRENT SURVEY CONTROL HR0843 ___________________________________________________________________ HR0843* NAD 83(1986)- 37 45 52. (N) 119 46 23. (W) SCALED HR0843* NAVD 88 - 2145.367 (meters) 7038.59 (feet) ADJUSTED HR0843 ___________________________________________________________________ HR0843 GEOID HEIGHT- -26.27 (meters) GEOID99 HR0843 DYNAMIC HT - 2142.881 (meters) 7030.44 (feet) COMP HR0843 MODELED GRAV- 979,392.4 (mgal) NAVD 88 HR0843 HR0843 VERT ORDER - FIRST CLASS II HR0843 HR0843.The horizontal coordinates were scaled from a topographic map and have HR0843.an estimated accuracy of +/- 6 seconds. HR0843 HR0843.The orthometric height was determined by differential leveling HR0843.and adjusted by the National Geodetic Survey in June 1991. HR0843 HR0843.The geoid height was determined by GEOID99. HR0843 HR0843.The dynamic height is computed by dividing the NAVD 88 HR0843.geopotential number by the normal gravity value computed on the HR0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0843.degrees latitude (g = 980.6199 gals.). HR0843 HR0843.The modeled gravity was interpolated from observed gravity values. HR0843 HR0843; North East Units Estimated Accuracy HR0843;SPC CA 3 - 640,580. 2,064,050. MT (+/- 180 meters Scaled) HR0843 HR0843 SUPERSEDED SURVEY CONTROL HR0843 HR0843 NGVD 29 (??/??/92) 2144.292 (m) 7035.06 (f) ADJ UNCH 1 2 HR0843 HR0843.Superseded values are not recommended for survey control. HR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0843.See file dsdata.txt to determine how the superseded data were derived. HR0843 HR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB557833(NAD 83) HR0843_MARKER: DB = BENCH MARK DISK HR0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0843_STAMPING: H 270 1935 HR0843_MARK LOGO: CGS HR0843_PROJECTION: FLUSH HR0843_MAGNETIC: N = NO MAGNETIC MATERIAL HR0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0843+STABILITY: SURFACE MOTION HR0843 HR0843 HISTORY - Date Condition Report By HR0843 HISTORY - 1935 MONUMENTED CGS HR0843 HISTORY - 1943 GOOD NGS HR0843 HISTORY - 1986 GOOD NGS HR0843 HISTORY - 19861002 GOOD USPSQD HR0843 HISTORY - 20021215 GOOD CETINC HR0843 HR0843 STATION DESCRIPTION HR0843 HR0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 HR0843'3.3 MI E FROM CRANE FLAT RANGER STATION. HR0843'IN MARIPOSA COUNTY, 3.3 MILES EAST ALONG TIOGA PASS HIGHWAY HR0843'FROM CRANE FLAT RANGER STATION, TUOLUMNE COUNTY, IN YOSEMITE HR0843'NATIONAL PARK, AT GIN FLAT, 300 FEET EAST OF THE JUNCTION OF HR0843'BIG OAK FLAT ROAD, 100 FEET NORTH OF THE CENTERLINE OF THE BIG HR0843'OAK FLAT ROAD, 100 FEET WEST OF THE WEST END OF THE J.A. HR0843'CURTEN DESERTED CABIN (BUILT IN 1888), 20 FEET EAST OF A HR0843'LARGE PILE OF BOULDERS, AND 5 FEET WEST OF A SNOW-DEPTH POLE. HR0843'A STANDARD DISK, STAMPED H 270 1935 AND SET IN THE TOP OF A HR0843'CONCRETE POST. HR0843 HR0843 STATION RECOVERY (1986) HR0843 HR0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0843'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 6.2 KM (3.85 HR0843'MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF STATE HIGHWAY HR0843'41 AT CRANE FLAT IN YOSEMITE PARK, IN THE EAST CORNER OF THE JUNCTION HR0843'OF THE PAVED ROAD LEADING TO TAMARACK FLAT CAMPGROUND, 132.0 M (433.1 HR0843'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 80.2 M (263.1 FT) HR0843'SOUTHEAST OF A GATE ACROSS THE ROAD, 30.5 M (100.1 FT) NORTHEAST OF HR0843'THE CENTERLINE OF THE ROAD, 30.5 M (100.1 FT) WEST OF THE WEST CORNER HR0843'OF AN OLD CABIN. NOTE--NO WITNESS POST. HR0843'THE MARK IS ABOVE LEVEL WITH THE ROAD. HR0843 HR0843 STATION RECOVERY (1986) HR0843 HR0843'RECOVERY NOTE BY US POWER SQUADRON 1986 (LML) HR0843'RECOVERED IN GOOD CONDITION. HR0843 HR0843 STATION RECOVERY (2002) HR0843 HR0843'RECOVERY NOTE BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG) HR0843'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 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(1998)- 37 50 20.80460(N) 119 35 32.98011(W) ADJUSTED HR2419* NAVD 88 - 2385.28 (meters) 7825.7 (feet) GPS OBS HR2419 ___________________________________________________________________ HR2419 EPOCH DATE - 2002.82 HR2419 X - -2,491,494.397 (meters) COMP HR2419 Y - -4,387,161.328 (meters) COMP HR2419 Z - 3,892,804.472 (meters) COMP HR2419 LAPLACE CORR- 10.53 (seconds) DEFLEC99 HR2419 ELLIP HEIGHT- 2360.42 (meters) (10/24/03) GPS OBS HR2419 GEOID HEIGHT- -24.79 (meters) HR2419 HR2419 HORZ ORDER - B HR2419 ELLP ORDER - FOURTH CLASS I HR2419 HR2419.The horizontal coordinates were established by GPS observations HR2419.and adjusted by the National Geodetic Survey in October 2003. HR2419.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HR2419.DATUM ITEM on the data sheet items page. HR2419.The horizontal coordinates are valid at the epoch date displayed above. HR2419.The epoch date for horizontal control is a decimal equivalence HR2419.of Year/Month/Day. HR2419 HR2419.The orthometric height was determined by GPS observations and a HR2419.high-resolution geoid model using precise GPS observation and HR2419.processing techniques. It supersedes the leveled height previously HR2419.determined for this station. HR2419 HR2419.The X, Y, and Z were computed from the position and the ellipsoidal ht. HR2419 HR2419.The Laplace correction was computed from DEFLEC99 derived deflections. HR2419 HR2419.The ellipsoidal height was determined by GPS observations HR2419.and is referenced to NAD 83. HR2419 HR2419 HR2419; North East Units Scale Converg. HR2419;SPC CA 3 - 649,003.516 2,079,875.454 MT 0.99993035 +0 33 20.2 HR2419;SPC CA 3 - 2,129,272.37 6,823,724.72 sFT 0.99993035 +0 33 20.2 HR2419;UTM 11 - 4,191,131.769 271,870.099 MT 1.00024105 -1 35 27.8 HR2419 HR2419 SUPERSEDED SURVEY CONTROL HR2419 HR2419 NAVD 88 (06/15/91) 2385.277 (m) 7825.70 (f) ADJUSTED 1 2 HR2419 HR2419.Superseded values are not recommended for survey control. HR2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR2419.See file dsdata.txt to determine how the superseded data were derived. HR2419 HR2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB7187091132(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_MAGNETIC: N = NO MAGNETIC MATERIAL 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 - December 15, 2002 HR2419 HR2419 HISTORY - Date Condition Report By HR2419 HISTORY - 1987 MONUMENTED NGS HR2419 HISTORY - 20020923 GOOD CONDOR HR2419 HISTORY - 20020925 GOOD CONDOR HR2419 HISTORY - 20021215 GOOD CETINC 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. HR2419 HR2419 STATION RECOVERY (2002) HR2419 HR2419'RECOVERY NOTE BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG) HR2419'P 1392 IN YOSEMITE NATIONAL PARK, TRAVEL 17.2 MI (27.7KM) EASTERLY ON HR2419'STATE HWY 120 FROM HR2419'THE JUNCTION OF STATE HWYS 120 AND 41 AT CRANE FLAT TO THE STATION ON HR2419'THE LEFT, HR2419'NORTHWEST AND ACROSS THE HWY FROM A PAVED TURNOUT. THE MARK IS ON THE HR2419'INSIDE OF A HR2419'CURVE, IN THE CENTER OF A 2 BY 7 FT GRANITE LEDGE IN A CUT, 4.5 M HR2419'(14.8 FT) NORTH OF THE HWY HR2419'CENTERLINE. 14.1 M (46.3 FT) NORTHEAST AND ACROSS THE HWY FROM HR2419'GUIDEPOST T13. NO WITNESS HR2419'POST, AND NO NAIL AND WASHER FOUND IN NORTH FOG LINE. THE MARK IS HR2419'ABOVE LEVEL WITH THE HR2419'HWY. HR2419' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HS4468 *********************************************************************** HS4468 DESIGNATION - V 1387 HS4468 PID - HS4468 HS4468 STATE/COUNTY- CA/MARIPOSA HS4468 USGS QUAD - JAWBONE RIDGE (1979) HS4468 HS4468 *CURRENT SURVEY CONTROL HS4468 ___________________________________________________________________ HS4468* NAD 83(1998)- 37 49 12.97891(N) 120 04 51.36500(W) ADJUSTED HS4468* NAVD 88 - 972.789 (meters) 3191.56 (feet) ADJUSTED HS4468 ___________________________________________________________________ HS4468 EPOCH DATE - 2002.82 HS4468 X - -2,528,886.246 (meters) COMP HS4468 Y - -4,365,905.339 (meters) COMP HS4468 Z - 3,890,284.415 (meters) COMP HS4468 LAPLACE CORR- 8.05 (seconds) DEFLEC99 HS4468 ELLIP HEIGHT- 945.25 (meters) (10/24/03) GPS OBS HS4468 GEOID HEIGHT- -27.50 (meters) HS4468 DYNAMIC HT - 971.906 (meters) 3188.66 (feet) COMP HS4468 MODELED GRAV- 979,689.3 (mgal) NAVD 88 HS4468 HS4468 HORZ ORDER - B HS4468 VERT ORDER - FIRST CLASS II HS4468 ELLP ORDER - FOURTH CLASS I HS4468 HS4468.The horizontal coordinates were established by GPS observations HS4468.and adjusted by the National Geodetic Survey in October 2003. HS4468.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS4468.DATUM ITEM on the data sheet items page. HS4468.The horizontal coordinates are valid at the epoch date displayed above. HS4468.The epoch date for horizontal control is a decimal equivalence HS4468.of Year/Month/Day. HS4468 HS4468.The orthometric height was determined by differential leveling HS4468.and adjusted by the National Geodetic Survey in June 1991. HS4468 HS4468.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS4468 HS4468.The Laplace correction was computed from DEFLEC99 derived deflections. HS4468 HS4468.The ellipsoidal height was determined by GPS observations HS4468.and is referenced to NAD 83. HS4468 HS4468 HS4468.The dynamic height is computed by dividing the NAVD 88 HS4468.geopotential number by the normal gravity value computed on the HS4468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4468.degrees latitude (g = 980.6199 gals.). HS4468 HS4468.The modeled gravity was interpolated from observed gravity values. HS4468 HS4468; North East Units Scale Converg. HS4468;SPC CA 3 - 646,607.818 2,036,894.474 MT 0.99992991 +0 15 23.6 HS4468;SPC CA 3 - 2,121,412.48 6,682,711.29 sFT 0.99992991 +0 15 23.6 HS4468;UTM 10 - 4,189,889.490 756,938.171 MT 1.00041320 +1 47 27.3 HS4468;UTM 11 - 4,190,347.467 228,810.624 MT 1.00050593 -1 53 25.2 HS4468 HS4468 SUPERSEDED SURVEY CONTROL HS4468 HS4468 NAVD 88 (10/24/03) 972.79 (m) 3191.6 (f) LEVELING 3 HS4468 HS4468.Superseded values are not recommended for survey control. HS4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4468.See file dsdata.txt to determine how the superseded data were derived. HS4468 HS4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG5693889889(NAD 83) HS4468_MARKER: I = METAL ROD HS4468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS4468_STAMPING: V 1387 1986 HS4468_MARK LOGO: NGS HS4468_PROJECTION: FLUSH HS4468_MAGNETIC: N = NO MAGNETIC MATERIAL HS4468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4468+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2002 HS4468_ROD/PIPE-DEPTH: 6.1 meters HS4468 HS4468 HISTORY - Date Condition Report By HS4468 HISTORY - 1986 MONUMENTED NGS HS4468 HISTORY - 20020918 GOOD CONDOR HS4468 HISTORY - 20021215 GOOD CETINC HS4468 HS4468 STATION DESCRIPTION HS4468 HS4468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HS4468'1.9 KM (1.2 MI) WEST FROM BUCK MEADOWS. HS4468'1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF HS4468'MOORE CREEK ROAD IN BUCK MEADOWS, 0.16 KM (0.10 MI) EAST OF MILEPOST HS4468'42, IN THE NORTHEAST CORNER OF THE T-JUNCTION OF A DIRT ROAD, 16.9 HS4468'METERS (55.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.3 METERS HS4468'(34.0 FT) EAST OF THE CENTER OF THE ROAD. NOTE--ACCESS TO DATUM HS4468'POINT IS HAD THROUGH A 5-INCH LOGO CAP. HS4468'THE MARK IS 0.4 METERS S FROM A WITNESS POST HS4468'THE MARK IS 0.3 M ABOVE THE HIGHWAY. HS4468 HS4468 STATION RECOVERY (2002) HS4468 HS4468'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS4468'NOTE- IN DIRECTIONS, MOORE CREEK ROAD HAS BEEN RENAMED HAMILTON LOOP HS4468 HS4468 STATION RECOVERY (2002) HS4468 HS4468'RECOVERY NOTE BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG) HS4468'V 1387 TRAVEL 1.2 MI (1.9 KM) WEST FROM BUCK MEADOWS ON STATE HWY 120 HS4468'FROM THE JUNCTION HS4468'OF HAMILTON STATION LOOP (PREVIOUSLY CALLED MOORE CREEK ROAD) IN BUCK HS4468'MEADOWS TO THE HS4468'STATION ON THE RIGHT. MARK IS ALSO DESCRIBED AS BEING 0.10 MI (0.16 HS4468'KM) EAST OF MILEPOST 42, HS4468'IN THE NORTHEAST CORNER OF THE T-JUCTION OF A HWY 120 AND A DIRT ROAD HS4468'TO THE NORTH. HS4468'MARK IS 55.5 FT (16.9 M) NORTH OF THE CENTERLINE OF THE HWY, 34.0 FT HS4468'(10.3 M) EAST OF THE HS4468'CENTER OF THE DIRT ROAD. ACCESS TO DATUM POINT ACCESS IS GAINED HS4468'THROUGH A 5-INCH LOGO HS4468'CAP. THE MARK IS 1.3 FT (0.4 M) SOUTH FROM A WITNESS POST. THE MARK IS HS4468'1 FT (0.3 M) ABOVE THE HS4468'HWY. HS4468'