1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HS4464 *********************************************************************** HS4464 DESIGNATION - B 1390 HS4464 PID - HS4464 HS4464 STATE/COUNTY- CA/TUOLUMNE HS4464 USGS QUAD - GROVELAND (1987) HS4464 HS4464 *CURRENT SURVEY CONTROL HS4464 ___________________________________________________________________ HS4464* NAD 83(1986)- 37 49 41. (N) 120 11 16. (W) SCALED HS4464* NAVD 88 - 957.493 (meters) 3141.38 (feet) ADJUSTED HS4464 ___________________________________________________________________ HS4464 GEOID HEIGHT- -28.05 (meters) GEOID99 HS4464 DYNAMIC HT - 956.644 (meters) 3138.59 (feet) COMP HS4464 MODELED GRAV- 979,709.8 (mgal) NAVD 88 HS4464 HS4464 VERT ORDER - FIRST CLASS II HS4464 HS4464.The horizontal coordinates were scaled from a topographic map and have HS4464.an estimated accuracy of +/- 6 seconds. HS4464 HS4464.The orthometric height was determined by differential leveling HS4464.and adjusted by the National Geodetic Survey in June 1991. HS4464 HS4464.The geoid height was determined by GEOID99. HS4464 HS4464.The dynamic height is computed by dividing the NAVD 88 HS4464.geopotential number by the normal gravity value computed on the HS4464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4464.degrees latitude (g = 980.6199 gals.). HS4464 HS4464.The modeled gravity was interpolated from observed gravity values. HS4464 HS4464; North East Units Estimated Accuracy HS4464;SPC CA 3 - 647,440. 2,027,490. MT (+/- 180 meters Scaled) HS4464 HS4464 SUPERSEDED SURVEY CONTROL HS4464 HS4464.No superseded survey control is available for this station. HS4464 HS4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG475904(NAD 83) HS4464_MARKER: I = METAL ROD HS4464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS4464_STAMPING: B 1390 1986 HS4464_MARK LOGO: NGS HS4464_PROJECTION: FLUSH HS4464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS4464_ROD/PIPE-DEPTH: 3.4 meters HS4464 HS4464 HISTORY - Date Condition Report By HS4464 HISTORY - 1986 MONUMENTED NGS HS4464 HISTORY - 20021029 GOOD CONDOR HS4464 HS4464 STATION DESCRIPTION HS4464 HS4464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HS4464'4.3 KM (2.7 MI) EAST FROM GROVELAND. HS4464'4.3 KM (2.7 MI) EAST ALONG STATE HIGHWAY 120 FROM THE GROVELAND INN HS4464'HOTEL IN GROVELAND, AT THE SOUTHEAST CORNER OF THE JUNCTION OF OLD HS4464'HIGHWAY 120, 13.3 METERS (43.5 FT) SOUTH OF THE CENTERLINE OF THE NEW HS4464'HIGHWAY 120, 37.2 METERS (122 FT) EAST OF THE CENTERLINE OF THE OLD HS4464'HIGHWAY 120, 5.0 METERS (16.5 FT) SOUTHEAST OF THE EAST END OF A HS4464'METAL GUARD RAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A HS4464'5-INCH LOGO CAP. HS4464'THE MARK IS 0.6 METERS E FROM A WITNESS POST HS4464'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. HS4464 HS4464 STATION RECOVERY (2002) HS4464 HS4464'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS4464'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HR2375 *********************************************************************** HR2375 DESIGNATION - E 1387 HR2375 PID - HR2375 HR2375 STATE/COUNTY- CA/TUOLUMNE HR2375 USGS QUAD - ASCENSION MOUNTAIN (1992) HR2375 HR2375 *CURRENT SURVEY CONTROL HR2375 ___________________________________________________________________ HR2375* NAD 83(1986)- 37 48 46. (N) 119 52 59. (W) SCALED HR2375* NAVD 88 - 1369.458 (meters) 4492.96 (feet) ADJUSTED HR2375 ___________________________________________________________________ HR2375 GEOID HEIGHT- -26.64 (meters) GEOID99 HR2375 DYNAMIC HT - 1368.077 (meters) 4488.43 (feet) COMP HR2375 MODELED GRAV- 979,572.7 (mgal) NAVD 88 HR2375 HR2375 VERT ORDER - FIRST CLASS II HR2375 HR2375.The horizontal coordinates were scaled from a topographic map and have HR2375.an estimated accuracy of +/- 6 seconds. HR2375 HR2375.The orthometric height was determined by differential leveling HR2375.and adjusted by the National Geodetic Survey in June 1991. HR2375 HR2375.The geoid height was determined by GEOID99. HR2375 HR2375.The dynamic height is computed by dividing the NAVD 88 HR2375.geopotential number by the normal gravity value computed on the HR2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2375.degrees latitude (g = 980.6199 gals.). HR2375 HR2375.The modeled gravity was interpolated from observed gravity values. HR2375 HR2375; North East Units Estimated Accuracy HR2375;SPC CA 3 - 645,870. 2,054,320. MT (+/- 180 meters Scaled) HR2375 HR2375 SUPERSEDED SURVEY CONTROL HR2375 HR2375.No superseded survey control is available for this station. HR2375 HR2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB462889(NAD 83) HR2375_MARKER: DB = BENCH MARK DISK HR2375_SETTING: 66 = SET IN ROCK OUTCROP HR2375_STAMPING: E 1387 1986 HR2375_MARK LOGO: NGS HR2375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2375+STABILITY: POSITION/ELEVATION WELL HR2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HR2375+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 HR2375 HR2375 HISTORY - Date Condition Report By HR2375 HISTORY - 1986 MONUMENTED NGS HR2375 HISTORY - 20021029 GOOD CONDOR HR2375 HR2375 STATION DESCRIPTION HR2375 HR2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HR2375'2.5 KM (1.55 MI) WEST FROM YOSEMITE PARK. HR2375'2.46 KM (1.52 MI) WEST ALONG STATE HIGHWAY 120 FROM THE BIG OAK FLAT HR2375'ENTRANCE STATION IN YOSEMITE PARK, 0.67 KM (0.41 MI) WEST OF MILEPOST HR2375'56, 0.11 KM (0.07 MI) EAST OF THE JUNCTION OF HARDEN FLAT ROAD, 14.1 HR2375'METERS (46.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS HR2375'(29.0 FT) NORTHWEST OF THE WEST END OF A HIGHWAY CUT, IN TOP AND 0.6 HR2375'METER (2.0 FT) WEST OF THE EAST CORNER OF A 6 BY 22 FT GRANITE HR2375'OUTCROP PROJECTING 1.5 FT. HR2375'THE MARK IS 0.2 METERS E FROM A WITNESS POST HR2375'THE MARK IS 0.7 M ABOVE THE HIGHWAY. HR2375 HR2375 STATION RECOVERY (2002) HR2375 HR2375'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HR2375'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HS5434 *********************************************************************** HS5434 DESIGNATION - FAA Q68 B HS5434 PID - HS5434 HS5434 STATE/COUNTY- CA/TUOLUMNE HS5434 USGS QUAD - GROVELAND (1987) HS5434 HS5434 *CURRENT SURVEY CONTROL HS5434 ___________________________________________________________________ HS5434* NAD 83(1992)- 37 51 35.21964(N) 120 10 23.74386(W) ADJUSTED HS5434* NAVD 88 - 892.8 (meters) 2929. (feet) GPS OBS HS5434 ___________________________________________________________________ HS5434 EPOCH DATE - 1991.35 HS5434 X - -2,534,534.028 (meters) COMP HS5434 Y - -4,359,443.678 (meters) COMP HS5434 Z - 3,893,699.046 (meters) COMP HS5434 LAPLACE CORR- 8.52 (seconds) DEFLEC99 HS5434 ELLIP HEIGHT- 865.04 (meters) (11/17/92) GPS OBS HS5434 GEOID HEIGHT- -27.86 (meters) GEOID99 HS5434 HS5434 HORZ ORDER - THIRD HS5434 ELLP ORDER - FIFTH CLASS I HS5434 HS5434.The horizontal coordinates were established by GPS observations HS5434.and adjusted by the National Geodetic Survey in March 1994. HS5434.The horizontal coordinates are valid at the epoch date displayed above. HS5434.The epoch date for horizontal control is a decimal equivalence HS5434.of Year/Month/Day. HS5434 HS5434.The orthometric height was determined by GPS observations and a HS5434.high-resolution geoid model. HS5434 HS5434.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5434 HS5434.The Laplace correction was computed from DEFLEC99 derived deflections. HS5434 HS5434.The ellipsoidal height was determined by GPS observations HS5434.and is referenced to NAD 83. HS5434 HS5434.The geoid height was determined by GEOID99. HS5434 HS5434; North East Units Scale Converg. HS5434;SPC CA 3 - 650,960.594 2,028,750.699 MT 0.99993097 +0 12 00.1 HS5434;SPC CA 3 - 2,135,693.22 6,655,992.92 sFT 0.99993097 +0 12 00.1 HS5434;UTM 10 - 4,194,024.435 748,676.942 MT 1.00036174 +1 44 08.7 HS5434 HS5434: Primary Azimuth Mark Grid Az HS5434:SPC CA 3 - FAA Q68 A 290 20 46.5 HS5434:UTM 10 - FAA Q68 A 288 48 37.9 HS5434 HS5434|---------------------------------------------------------------------| HS5434| PID Reference Object Distance Geod. Az | HS5434| dddmmss.s | HS5434| HS5433 FAA Q68 A APPROX. 0.7 KM 2903246.6 | HS5434|---------------------------------------------------------------------| HS5434 HS5434 SUPERSEDED SURVEY CONTROL HS5434 HS5434 NAD 83(1992)- 37 51 35.21968(N) 120 10 23.74378(W) AD(1991.35) 3 HS5434 NAD 83(1986)- 37 51 35.20810(N) 120 10 23.73169(W) AD(1984.00) 3 HS5434 NGVD 29 - 891.9 (m) 2926. (f) GPS OBS HS5434 HS5434.Superseded values are not recommended for survey control. HS5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5434.See file dsdata.txt to determine how the superseded data were derived. HS5434 HS5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG4867794024(NAD 83) HS5434_MARKER: I = METAL ROD HS5434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) HS5434_STAMPING: FAA Q68 B 1992 HS5434_MARK LOGO: NGS HS5434_MAGNETIC: I = MARKER IS A STEEL ROD HS5434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5434+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 HS5434 HS5434 HISTORY - Date Condition Report By HS5434 HISTORY - 1992 MONUMENTED NGS HS5434 HISTORY - 20021029 GOOD CONDOR HS5434 HS5434 STATION DESCRIPTION HS5434 HS5434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 HS5434'STATION IS LOCATED ABOUT 65 KM (40.4 MI) EAST-NORTHEAST OF MODESTO, 5 HS5434'KM (3.1 MI) NORTHEAST OF GROVELAND, AT THE UNATTENDED GROVELAND/PINE HS5434'MOUNTAIN LAKE AIRPORT, IN THE MEDIAN BETWEEN RUNWAY AND PARALLEL HS5434'TAXI. AIRPORT MANAGER IS MARK BAUTISTA, COLUMBIA AIRPORT, 10723 HS5434'AIRPORT ROAD, COLUMBIA, CA 95310. PHONE IS 209-533-5685. GATE CARD HS5434'WILL HAVE TO BE PICKED UP AT THE COLUMBIA AIRPORT. HS5434'TO REACH FROM THE GROVELAND FIREHOUSE ON THE EAST SIDE OF TOWN, GO HS5434'EAST ON STATE HIGHWAY 120 FOR 0.26 KM (0.16 MI) TO A PAVED ROAD LEFT. HS5434'BEAR LEFT, NORTHEAST, DOWNGRADE ON FERRETTI ROAD FOR 4.50 KM HS5434'(2.80 MI) TO A CONCRETE BRIDGE DECK. CONTINUE AHEAD FOR 2.70 KM HS5434'(1.68 MI) TO A PAVED ROAD LEFT (HEMLOCK STREET). CONTINUE AHEAD FOR HS5434'0.56 KM (0.35 MI) TO A PAVED ROAD LEFT AT TOP OF GRADE. TURN LEFT, HS5434'UPGRADE, ON ELDERBERRY WAY FOR 0.17 KM (0.11 MI) TO TOP OF GRADE AND HS5434'ROAD RIGHT. TURN RIGHT FOR 40 M (131.2 FT) TO ROAD END AT LOCKED HS5434'AIRPORT GATE. PASS THROUGH GATE, TURN LEFT ON APRON FOR 0.15 KM HS5434'(0.09 MI) TO THE PARALLEL TAXI. TURN RIGHT, EAST, ON TAXI FOR 0.35 HS5434'KM (0.22 MI) TO END OF PARALLEL TAXI AT CURVE AND STATION ON THE HS5434'LEFT. HS5434'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A HS5434'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE HS5434'WITH A LOGO CAP SURROUNDED BY CONTRETE SET FLUSH WITH THE GROUND. IT HS5434'IS 32.8 M (107.6 FT) SOUTH FROM THE RUNWAY CENTER, 13.0 M (42.7 FT) HS5434'NORTH FROM THE TAXI CENTER, 11.9 M (39.0 FT) WEST FROM THE WEST EDGE HS5434'OF PAVEMENT, 21.1 M (69.2 FT) SOUTH-SOUTHWEST FROM THE OUTBOARD ONE HS5434'OF TWO TAXI LIGHTS AND 25.5 M (83.7 FT) SOUTH-SOUTHEAST FROM THE HS5434'FIRST RUNWAY LIGHT. HS5434 HS5434 STATION RECOVERY (2002) HS5434 HS5434'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (JPG) HS5434'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HR0813 *********************************************************************** HR0813 DESIGNATION - G 81 HR0813 PID - HR0813 HR0813 STATE/COUNTY- CA/TUOLUMNE HR0813 USGS QUAD - LAKE ELEANOR (1992) HR0813 HR0813 *CURRENT SURVEY CONTROL HR0813 ___________________________________________________________________ HR0813* NAD 83(1986)- 37 56 00. (N) 119 47 44. (W) SCALED HR0813* NAVD 88 - 1246.37 (+/-2cm) 4089.1 (feet) VERTCON HR0813 ___________________________________________________________________ HR0813 GEOID HEIGHT- -25.66 (meters) GEOID99 HR0813 HR0813 VERT ORDER - FIRST CLASS II (See Below) HR0813 HR0813.The horizontal coordinates were scaled from a topographic map and have HR0813.an estimated accuracy of +/- 6 seconds. HR0813 HR0813.The NAVD 88 height was computed by applying the VERTCON shift value to HR0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0813.The vertical order pertains to the superseded datum. HR0813 HR0813.The geoid height was determined by GEOID99. HR0813 HR0813; North East Units Estimated Accuracy HR0813;SPC CA 3 - 659,310. 2,061,920. MT (+/- 180 meters Scaled) HR0813 HR0813 SUPERSEDED SURVEY CONTROL HR0813 HR0813 NGVD 29 - 1245.337 (m) 4085.74 (f) ADJ UNCH 1 2 HR0813 HR0813.Superseded values are not recommended for survey control. HR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0813.See file dsdata.txt to determine how the superseded data were derived. HR0813 HR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC543021(NAD 83) HR0813_MARKER: DB = BENCH MARK DISK HR0813_SETTING: 36 = MASSIVE OUTCROP HR0813_STAMPING: G 81 1956 HR0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR0813 HR0813 HISTORY - Date Condition Report By HR0813 HISTORY - 1956 MONUMENTED CGS HR0813 HISTORY - 20021011 GOOD CONDOR HR0813 HR0813 STATION DESCRIPTION HR0813 HR0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 HR0813'1.7 MI SW FROM O SHAUGHNESSY DAM. HR0813'1.7 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE SOUTH END HR0813'OF THE O SHAUGHNESSY DAM, ON THE OUTSIDE OF A SHARP CURVE, IN HR0813'THE TOP OF A MASSIVE OUTCROP, 24 FEET WEST OF THE CENTER LINE HR0813'OF THE ROAD, 8.9 FEET NORTHWEST OF A POWER LINE POLE WITH A HR0813'GUY WIRE, 3.9 FEET SOUTHEAST OF A WITNESS POST (CEMENTED IN A HR0813'CRACK IN THE OUTCROP), AND ABOUT 1 FOOT HIGHER THAN THE ROAD. HR0813 HR0813 STATION RECOVERY (2002) HR0813 HR0813'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 HR0813'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HS4447 *********************************************************************** HS4447 DESIGNATION - N 1389 HS4447 PID - HS4447 HS4447 STATE/COUNTY- CA/TUOLUMNE HS4447 USGS QUAD - MOCCASIN (1987) HS4447 HS4447 *CURRENT SURVEY CONTROL HS4447 ___________________________________________________________________ HS4447* NAD 83(1992)- 37 49 11.64270(N) 120 18 25.20136(W) ADJUSTED HS4447* NAVD 88 - 427.800 (meters) 1403.54 (feet) ADJUSTED HS4447 ___________________________________________________________________ HS4447 EPOCH DATE - 1991.35 HS4447 X - -2,545,887.662 (meters) COMP HS4447 Y - -4,355,542.842 (meters) COMP HS4447 Z - 3,889,917.033 (meters) COMP HS4447 LAPLACE CORR- 12.07 (seconds) DEFLEC99 HS4447 ELLIP HEIGHT- 399.19 (meters) (07/22/97) GPS OBS HS4447 GEOID HEIGHT- -28.82 (meters) GEOID99 HS4447 DYNAMIC HT - 427.464 (meters) 1402.44 (feet) COMP HS4447 MODELED GRAV- 979,830.8 (mgal) NAVD 88 HS4447 HS4447 HORZ ORDER - FIRST HS4447 VERT ORDER - FIRST CLASS II HS4447 ELLP ORDER - FOURTH CLASS I HS4447 HS4447.The horizontal coordinates were established by GPS observations HS4447.and adjusted by the National Geodetic Survey in July 1997. HS4447.The horizontal coordinates are valid at the epoch date displayed above. HS4447.The epoch date for horizontal control is a decimal equivalence HS4447.of Year/Month/Day. HS4447 HS4447.The orthometric height was determined by differential leveling HS4447.and adjusted by the National Geodetic Survey in June 1991. HS4447 HS4447.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS4447 HS4447.The Laplace correction was computed from DEFLEC99 derived deflections. HS4447 HS4447.The ellipsoidal height was determined by GPS observations HS4447.and is referenced to NAD 83. HS4447 HS4447.The geoid height was determined by GEOID99. HS4447 HS4447.The dynamic height is computed by dividing the NAVD 88 HS4447.geopotential number by the normal gravity value computed on the HS4447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4447.degrees latitude (g = 980.6199 gals.). HS4447 HS4447.The modeled gravity was interpolated from observed gravity values. HS4447 HS4447; North East Units Scale Converg. HS4447;SPC CA 3 - 646,501.540 2,016,991.801 MT 0.99992990 +0 07 05.4 HS4447;SPC CA 3 - 2,121,063.80 6,617,413.93 sFT 0.99992990 +0 07 05.4 HS4447;UTM 10 - 4,189,250.139 737,037.083 MT 1.00029209 +1 39 07.4 HS4447 HS4447 SUPERSEDED SURVEY CONTROL HS4447 HS4447.No superseded survey control is available for this station. HS4447 HS4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3703789250(NAD 83) HS4447_MARKER: I = METAL ROD HS4447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS4447_STAMPING: N 1389 1986 HS4447_MARK LOGO: NGS HS4447_PROJECTION: FLUSH HS4447_MAGNETIC: N = NO MAGNETIC MATERIAL HS4447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4447+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002 HS4447_ROD/PIPE-DEPTH: 1.8 meters HS4447 HS4447 HISTORY - Date Condition Report By HS4447 HISTORY - 1986 MONUMENTED NGS HS4447 HISTORY - 19921118 GOOD CADT HS4447 HISTORY - 19960606 GOOD CADT HS4447 HISTORY - 20021112 GOOD CONDOR HS4447 HS4447 STATION DESCRIPTION HS4447 HS4447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HS4447'1.8 KM (1.1 MI) EAST FROM MOCCASIN. HS4447'0.5 KM (0.3 MI) NORTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE IN HS4447'MOCCASIN, THENCE 1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY 120, ACROSS HS4447'THE HIGHWAY FROM THE JUNCTION OF GRIZZLY ROAD, ON THE INSIDE OF A HS4447'SWITCHBACK, 24.4 METERS (80.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HS4447'HIGHWAY, 16.8 METERS (55.0 FT) WEST OF THE EXTENDED CENTERLINE OF HS4447'GRIZZLY ROAD. NOTE--A STAINLESS ROD DRIVEN TO ABRUPT REFUSAL AND HS4447'ANCHORED. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO HS4447'CAP. HS4447'THE MARK IS 0.7 METERS W FROM A WITNESS POST HS4447'THE MARK IS 1.5 M ABOVE THE HIGHWAY. HS4447 HS4447 STATION RECOVERY (1992) HS4447 HS4447'RECOVERY NOTE BY CALTRANS 1992 (PDG) HS4447'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE HS4447'STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 120, ABOUT 12 MI HS4447'(19.3 KM) SOUTH-SOUTHEAST OF SONORA, 4 MI (6.4 KM) WEST OF GROVELAND HS4447'AND 0.5 MI (0.8 KM) NORTH OF MOCCASIN. TO REACH THE STATION FROM THE HS4447'JUNCTION OF STATE HIGHWAYS 49 (SOUTH) AND 120, ABOUT 0.5 MI (0.8 KM) HS4447'NORTHWEST OF MOCCASIN, GO EAST ON HIGHWAY 120 FOR 1.6 MI (2.6 KM) TO A HS4447'SIDE ROAD LEFT, GRIZZLY ROAD, AND THE STATION ON THE RIGHT AT POST HS4447'MILE 25.4. THE STATION IS A METAL ROD ENCASED IN PIPE WITH ACCESS HS4447'COVER SET IN CONCRETE FLUSH WITH THE GROUND, 58.3 FT (17.8 M) SOUTH OF HS4447'THE CENTERLINE OF HIGHWAY 120, 53 FT (16.2 M) WEST OF THE CENTERLINE HS4447'OF GRIZZLY ROAD EXTENDED SOUTH ACROSS HIGHWAY 120, 4 FT (1.2 M) EAST HS4447'OF THE EDGE OF THE EMBANKMENT, 2.2 FT (0.7 M) WEST OF A CARSONITE HS4447'WITNESS POST AND ABOUT 1 FT (0.3 M) HIGHER THAN HIGHWAY 120 AT THE HS4447'INTERSECTION WITH GRIZZLY ROAD. THE STATION WAS OCCUPIED AS PART OF A HS4447'CALIFORNIA HPGN DENSIFICATION SURVEY. HS4447 HS4447 STATION RECOVERY (1996) HS4447 HS4447'RECOVERY NOTE BY CALTRANS 1996 (JRW) HS4447'RECOVERED AS DESCRIBED. HS4447 HS4447 STATION RECOVERY (2002) HS4447 HS4447'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 HS4447'RECOVERED IN GOOD CONDITION.