1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 HR0734 *********************************************************************** HR0734 DESIGNATION - 34 B HR0734 PID - HR0734 HR0734 STATE/COUNTY- CA/MARIPOSA HR0734 USGS QUAD - EL CAPITAN (1992) HR0734 HR0734 *CURRENT SURVEY CONTROL HR0734 ___________________________________________________________________ HR0734* NAD 83(1986)- 37 39 06. (N) 119 42 17. (W) SCALED HR0734* NAVD 88 - 1842.02 (+/-2cm) 6043.4 (feet) VERTCON HR0734 ___________________________________________________________________ HR0734 GEOID HEIGHT- -26.55 (meters) GEOID03 HR0734 HR0734 VERT ORDER - SECOND CLASS 0 (See Below) HR0734 HR0734.The horizontal coordinates were scaled from a topographic map and have HR0734.an estimated accuracy of +/- 6 seconds. HR0734 HR0734.The NAVD 88 height was computed by applying the VERTCON shift value to HR0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0734.The vertical order pertains to the NGVD 29 superseded value. HR0734 HR0734.The geoid height was determined by GEOID03. HR0734 HR0734; North East Units Estimated Accuracy HR0734;SPC CA 3 - 628,110. 2,070,180. MT (+/- 180 meters Scaled) HR0734 HR0734 SUPERSEDED SURVEY CONTROL HR0734 HR0734 NGVD 29 (??/??/92) 1840.967 (m) 6039.91 (f) ADJ UNCH 2 0 HR0734 HR0734.Superseded values are not recommended for survey control. HR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0734.See file dsdata.txt to determine how the superseded data were derived. HR0734 HR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB613706(NAD 83) HR0734_MARKER: DD = SURVEY DISK HR0734_SETTING: 30 = STEP HR0734_STAMPING: 6039 34 B 1934 HR0734_MARK LOGO: USGS HR0734_MAGNETIC: N = NO MAGNETIC MATERIAL HR0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HR0734+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004 HR0734 HR0734 HISTORY - Date Condition Report By HR0734 HISTORY - 1934 MONUMENTED USGS HR0734 HISTORY - 1943 GOOD NGS HR0734 HISTORY - 19880331 GOOD NGS HR0734 HISTORY - 20040917 GOOD GEOCAC HR0734 HR0734 STATION DESCRIPTION HR0734 HR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 HR0734'13.3 MI SW FROM OLD VILLAGE. HR0734'13.3 MILES SOUTHWEST ALONG THE YOSEMITE VALLY ROAD FROM THE HR0734'GENERAL STORE AT OLD VILLAGE, MARIPOSA COUNTY, 12.3 MILES HR0734'NORTH ALONG THE SAME ROAD FROM THE POST OFFICE AT WAWONA, IN HR0734'YOSEMITE NATIONAL PARK, AT CHINQUAPIN, ON THE FRONT STEPS OF HR0734'THE CHINQUAPIN RANGER STATION OFFICE, IN THE TOP OF THE FIRST HR0734'STEP, 8 INCHES FROM THE SOUTH END, AND 65 FEET WEST OF THE HR0734'CENTERLINE OF THE ROAD. A UNITED STATES GEOLOGICAL SURVEY HR0734'STANDARD DISK, STAMPED 6039 34 B 1934. HR0734 HR0734 STATION RECOVERY (1988) HR0734 HR0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW) HR0734'OTHER ALIASES INCLUDE NN 283 AND CHINQUAPIN S5. STATION IS AT HR0734'CHINQUAPIN RANGER RESIDENCE IN YOSEMITE NATIONAL PARK. STATION IS 9.3 HR0734'AIRLINE MILES SW OF PARK HEADQUARTERS IN YOSEMITE (NEW) VILLAGE. TO HR0734'ACCESS FROM ARCH ROCK ENTRANCE GATE (ON CA ROUTE 140, 8 MI (12.9 KM) HR0734'EAST OF EL PORTAL) , GO NE THEN EAST ON CA 140 (YOSEMITE ALLYEAR HR0734'HIGHWAY) FOR 0.9 MI (1.4 KM) . TURN RIGHT, OVER BRIDGE, AND GO 0.9 MI HR0734'(1.4 KM) . TURN RIGHT ONTO CA 41 (WAWONA ROAD) AND GO 9.1 MI (14.6 HR0734'KM) TO STATION. STATION IS 25.6 M (84.0 FT) WSW OF CENTER OF HR0734'INTERSECTION OF CA 41 AND GLACIER POINT ROAD, ON THE SOUTH END OF HR0734'FIRST STONE STEP LEADING UP TO WHITE PICKET FENCE GATE OF RANGER HR0734'RESIDENCE (NO 5000) , 1.3 M (4.3 FT) SOUTH OF CENTER OF GATE, 15.1 M HR0734'(49.5 FT) WEST OF UNUSED FLAGPOLE, 21.9 M (71.9 FT) SW OF DOOR TO SHED HR0734'5003, 2.5 M (8.2 FT) WEST OF WEST EDGE OF DRIVEWAY, AND 2.6 M (8.5 FT) HR0734'EAST OF EAST WALL OF RESIDENCE. HR0734 HR0734 STATION RECOVERY (2004) HR0734 HR0734'RECOVERY NOTE BY GEOCACHING 2004 (LS) HR0734'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 HS0993 *********************************************************************** HS0993 DESIGNATION - F 79 HS0993 PID - HS0993 HS0993 STATE/COUNTY- CA/MARIPOSA HS0993 USGS QUAD - JAWBONE RIDGE (1979) HS0993 HS0993 *CURRENT SURVEY CONTROL HS0993 ___________________________________________________________________ HS0993* NAD 83(1986)- 37 49 15. (N) 120 02 59. (W) SCALED HS0993* NAVD 88 - 928.297 (meters) 3045.59 (feet) ADJUSTED HS0993 ___________________________________________________________________ HS0993 GEOID HEIGHT- -27.39 (meters) GEOID03 HS0993 DYNAMIC HT - 927.459 (meters) 3042.84 (feet) COMP HS0993 MODELED GRAV- 979,694.8 (mgal) NAVD 88 HS0993 HS0993 VERT ORDER - FIRST CLASS II HS0993 HS0993.The horizontal coordinates were scaled from a topographic map and have HS0993.an estimated accuracy of +/- 6 seconds. HS0993 HS0993.The orthometric height was determined by differential leveling HS0993.and adjusted by the National Geodetic Survey in June 1991. HS0993 HS0993.The geoid height was determined by GEOID03. HS0993 HS0993.The dynamic height is computed by dividing the NAVD 88 HS0993.geopotential number by the normal gravity value computed on the HS0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS0993.degrees latitude (g = 980.6199 gals.). HS0993 HS0993.The modeled gravity was interpolated from observed gravity values. HS0993 HS0993; North East Units Estimated Accuracy HS0993;SPC CA 3 - 646,680. 2,039,640. MT (+/- 180 meters Scaled) HS0993 HS0993 SUPERSEDED SURVEY CONTROL HS0993 HS0993 NGVD 29 (??/??/92) 927.506 (m) 3042.99 (f) ADJ UNCH 1 2 HS0993 HS0993.Superseded values are not recommended for survey control. HS0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0993.See file dsdata.txt to determine how the superseded data were derived. HS0993 HS0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG596900(NAD 83) HS0993_MARKER: DB = BENCH MARK DISK HS0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0993_STAMPING: F 79 1956 HS0993_MARK LOGO: CGS HS0993_PROJECTION: PROJECTING 15 CENTIMETERS HS0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0993+STABILITY: SURFACE MOTION HS0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS0993+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004 HS0993 HS0993 HISTORY - Date Condition Report By HS0993 HISTORY - 1956 MONUMENTED CGS HS0993 HISTORY - 1986 GOOD NGS HS0993 HISTORY - 20040916 GOOD GEOCAC HS0993 HS0993 STATION DESCRIPTION HS0993 HS0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 HS0993'1 MI NE FROM BUCK MEADOWS. HS0993'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HERMOSA HS0993'SHOP AND UNION SERVICE STATION AT BUCK MEADOWS, 0.4 MILE HS0993'NORTHEAST OF THE TUOLUMNE-MARIPOSA COUNTY LINE, AT THE Y HS0993'JUNCTION OF A BLADED ROAD LEADING NORTH TO THE LOST CLAIM CAMP HS0993'GROUNDS, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND HS0993'THE CENTER OF THE JUNCTION, 54 FEET WEST OF THE CENTER LINE OF HS0993'THE ROAD, 27 1/2 FEET SOUTH OF A 36-INCH PINE TREE, 3.0 FEET HS0993'SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HS0993'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 HS0993'FOOT ABOVE THE GROUND. HS0993 HS0993 STATION RECOVERY (1986) HS0993 HS0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS0993'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.15 KM (0.71 HS0993'MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF MOORE CREEK HS0993'ROAD IN BUCK MEADOWS TO MILEPOST 44, THENCE 0.15 KM (0.09 MI) HS0993'NORTHEAST ALONG FORESTRY SERVICE ROAD 1S21 LEADING TO LOST CLAIM HS0993'CAMPGROUND, 14.9 METERS (49.0 FT) NORTHWEST OF THE CENTERLINE OF THE HS0993'ROAD, 25.1 METERS (82.2 FT) WEST OF THE NORTH EDGE OF A CAMPGROUND HS0993'SIGN, 21.3 METERS (70.0 FT) NORTHEAST OF A FENCE. HS0993'THE MARK IS 0.3 METERS SE FROM A WITNESS POST HS0993'THE MARK IS 0.4 M BELOW THE ROAD. HS0993 HS0993 STATION RECOVERY (2004) HS0993 HS0993'RECOVERY NOTE BY GEOCACHING 2004 (LS) HS0993'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 1, 2004 HR2877 *********************************************************************** HR2877 DESIGNATION - GLACIER POINT HR2877 PID - HR2877 HR2877 STATE/COUNTY- CA/MARIPOSA HR2877 USGS QUAD - HALF DOME (1992) HR2877 HR2877 *CURRENT SURVEY CONTROL HR2877 ___________________________________________________________________ HR2877* NAD 83(1992)- 37 43 50.53720(N) 119 34 24.93372(W) ADJUSTED HR2877* NAVD 88 - 2200.2 (meters) 7218. (feet) VERTCON HR2877 ___________________________________________________________________ HR2877 EPOCH DATE - 1991.35 HR2877 LAPLACE CORR- 10.88 (seconds) DEFLEC99 HR2877 GEOID HEIGHT- -25.42 (meters) GEOID03 HR2877 HR2877 HORZ ORDER - THIRD HR2877 HR2877.The horizontal coordinates were established by classical geodetic methods HR2877.and adjusted by the National Geodetic Survey in March 1994. HR2877.The horizontal coordinates are valid at the epoch date displayed above. HR2877.The epoch date for horizontal control is a decimal equivalence HR2877.of Year/Month/Day. HR2877 HR2877.The NAVD 88 height was computed by applying the VERTCON shift value to HR2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR2877 HR2877.The Laplace correction was computed from DEFLEC99 derived deflections. HR2877 HR2877.The geoid height was determined by GEOID03. HR2877 HR2877; North East Units Scale Factor Converg. HR2877;SPC CA 3 - 636,988.833 2,081,658.167 MT 0.99992924 +0 34 01.8 HR2877;SPC CA 3 - 2,089,854.20 6,829,573.50 sFT 0.99992924 +0 34 01.8 HR2877;UTM 11 - 4,179,055.071 273,202.345 MT 1.00023360 -1 34 32.1 HR2877 HR2877! - Elev Factor x Scale Factor = Combined Factor HR2877!SPC CA 3 - 0.99965886 x 0.99992924 = 0.99958812 HR2877!UTM 11 - 0.99965886 x 1.00023360 = 0.99989238 HR2877 HR2877 SUPERSEDED SURVEY CONTROL HR2877 HR2877 NAD 83(1986)- 37 43 50.50279(N) 119 34 24.93981(W) AD(1984.00) 3 HR2877 NGVD 29 (03/15/91) 2198.9 (m) 7214. (f) VERT ANG HR2877 HR2877.Superseded values are not recommended for survey control. HR2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR2877.See file dsdata.txt to determine how the superseded data were derived. HR2877 HR2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB7320279055(NAD 83) HR2877_MARKER: DS = TRIANGULATION STATION DISK HR2877_SETTING: 80 = SET IN A BOULDER HR2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR2877+STABILITY: SURFACE MOTION HR2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HR2877+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004 HR2877 HR2877 HISTORY - Date Condition Report By HR2877 HISTORY - 1905 MONUMENTED USGS HR2877 HISTORY - 1956 GOOD USGS HR2877 HISTORY - 20040917 GOOD GEOCAC HR2877 HR2877 STATION DESCRIPTION HR2877 HR2877'DESCRIBED BY US GEOLOGICAL SURVEY 1905 HR2877'SEE 1956 RECOVERY FOR DESCRIPTION. HR2877' HR2877'STATION MARK--STANDARD TABLET SET IN ROCK. HR2877 HR2877 STATION RECOVERY (1956) HR2877 HR2877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 HR2877'RECOVERED AS DESCRIBED BY USGS. HR2877' HR2877'LOCATED ON SOUTH RIM OF YOSEMITE VALLEY AT GLACIER POINT. HR2877' HR2877'TO REACH FROM POHONO BRIDGE IN YOSEMITE VALLEY, FOLLOW RD. TOWARD HR2877'SOUTH ENTRANCE OF PARK TO CHINQUAPIN JUNCTION. TAKE RD. LEFT 16 HR2877'MI AND GLACIER POINT. WALK TO VIEW POINT AND STATION NEAR EAST HR2877'END OF GUARDRAIL AND DIRECTLY BENEATH HORIZONTAL GUARDRAILS. HR2877' HR2877'STATION MARK--STANDARD TABLET STAMPED---VA 7214 7-11-1905---. HR2877' HR2877'RMS--NONE SET. HR2877 HR2877 STATION RECOVERY (2004) HR2877 HR2877'RECOVERY NOTE BY GEOCACHING 2004 (LS) HR2877'MARK HAS SOME MINOR GRAFFITI SCRATCHED INTO IT. THIS DOES NOT AFFECT HR2877'READABILITY OR USEABILITY OF MARK.