1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JR1114 *********************************************************************** JR1114 DESIGNATION - CONWAY JR1114 PID - JR1114 JR1114 STATE/COUNTY- CA/MONO JR1114 USGS QUAD - LUNDY (1994) JR1114 JR1114 *CURRENT SURVEY CONTROL JR1114 ___________________________________________________________________ JR1114* NAD 83(1994)- 38 05 03.31663(N) 119 10 30.93132(W) ADJUSTED JR1114* NAVD 88 - 2554. (meters) 8379. (feet) GPS OBS JR1114 ___________________________________________________________________ JR1114 EPOCH DATE - 1994.00 JR1114 X - -2,451,383.442 (meters) COMP JR1114 Y - -4,390,685.205 (meters) COMP JR1114 Z - 3,914,369.801 (meters) COMP JR1114 LAPLACE CORR- -10.23 (seconds) DEFLEC99 JR1114 ELLIP HEIGHT- 2530.02 (meters) (03/30/95) GPS OBS JR1114 GEOID HEIGHT- -24.06 (meters) GEOID99 JR1114 JR1114 HORZ ORDER - B JR1114 ELLP ORDER - FOURTH CLASS I JR1114 JR1114.The horizontal coordinates were established by GPS observations JR1114.and adjusted by the National Geodetic Survey in March 1995. JR1114.No horizontal observational check was made to the station. JR1114.The horizontal coordinates are valid at the epoch date displayed above. JR1114.The epoch date for horizontal control is a decimal equivalence JR1114.of Year/Month/Day. JR1114 JR1114.The orthometric height was determined by GPS observations and a JR1114.high-resolution geoid model. JR1114.No vertical observational check was made to the station. JR1114 JR1114.The X, Y, and Z were computed from the position and the ellipsoidal ht. JR1114 JR1114.The Laplace correction was computed from DEFLEC99 derived deflections. JR1114 JR1114.The ellipsoidal height was determined by GPS observations JR1114.and is referenced to NAD 83. JR1114 JR1114.The geoid height was determined by GEOID99. JR1114 JR1114; North East Units Scale Converg. JR1114;SPC CA 3 - 676,646.786 2,116,211.887 MT 0.99994604 +0 48 39.8 JR1114;SPC CA 3 - 2,219,965.33 6,942,938.50 sFT 0.99994604 +0 48 39.8 JR1114;UTM 11 - 4,217,397.676 309,225.743 MT 1.00004826 -1 20 31.7 JR1114 JR1114: Primary Azimuth Mark Grid Az JR1114:SPC CA 3 - CONWAY AZ MK 338 44 23.7 JR1114:UTM 11 - CONWAY AZ MK 340 53 35.2 JR1114 JR1114|---------------------------------------------------------------------| JR1114| PID Reference Object Distance Geod. Az | JR1114| dddmmss.s | JR1114| DA8928 CONWAY RM 1 11.083 METERS 25126 | JR1114| DA8927 CONWAY AZ MK 3393303.5 | JR1114| DA8929 CONWAY RM 2 8.150 METERS 34426 | JR1114|---------------------------------------------------------------------| JR1114 JR1114 SUPERSEDED SURVEY CONTROL JR1114 JR1114 NAD 83(1992)- 38 05 03.31628(N) 119 10 30.93068(W) AD(1991.35) 1 JR1114 ELLIP HT - 2529.91 (m) (10/26/94) GP(1991.35) 4 1 JR1114 NAD 83(1992)- 38 05 03.31387(N) 119 10 30.93417(W) AD(1991.35) 2 JR1114 NAD 83(1986)- 38 05 03.29776(N) 119 10 30.93061(W) AD(1984.00) 2 JR1114 NAD 27 - 38 05 03.58400(N) 119 10 27.38500(W) AD( ) 2 JR1114 NGVD 29 - 2552.8 (m) 8375. (f) VERT ANG JR1114 JR1114.Superseded values are not recommended for survey control. JR1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JR1114.See file dsdata.txt to determine how the superseded data were derived. JR1114 JR1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC0922617398(NAD 83) JR1114_MARKER: DS = TRIANGULATION STATION DISK JR1114_SETTING: 80 = SET IN A BOULDER JR1114_STAMPING: CONWAY 1956 JR1114_MARK LOGO: CGS JR1114_MAGNETIC: N = NO MAGNETIC MATERIAL JR1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JR1114+STABILITY: SURFACE MOTION JR1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JR1114+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002 JR1114 JR1114 HISTORY - Date Condition Report By JR1114 HISTORY - 1956 MONUMENTED CGS JR1114 HISTORY - 1957 SEE DESCRIPTION AMS JR1114 HISTORY - 1972 SEE DESCRIPTION NGS JR1114 HISTORY - 19930901 GOOD CADT JR1114 HISTORY - 19940623 GOOD NGS JR1114 HISTORY - 20021003 GOOD CONDOR JR1114 JR1114 STATION DESCRIPTION JR1114 JR1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE) JR1114'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF BRIDGEPORT, 9-1/2 JR1114'MILES NORTH OF LEE VINING AND 1 MILE SOUTHEAST OF U.S. HIGHWAY JR1114'395 AT CONWAY SUMMIT. IT IS ON A KNOLL AT THE SOUTH END OF JR1114'A HIGH RIDGE RUNNING BETWEEN CONWAY SUMMIT AND MONO LAKE. JR1114'THE STATION MARK IS ON THE TOP AND NEAR THE CENTER OF THE KNOLL JR1114'ABOUT 12 FEET SOUTHEAST OF THE LARGEST PROJECTING ROCK ON THE JR1114'KNOLL. IT IS STAMPED CONWAY 1956. JR1114' JR1114'THE AZIMUTH MARK IS SET IN A SMALL BOULDER PROJECTING ABOUT JR1114'6 INCHES, 23.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A BLOCK JR1114'HOUSE NEAR THE CENTER OF THE NORTH-SOUTH RIDGE. IT IS STAMPED JR1114'CONWAY 1956. JR1114' JR1114'R.M. NO. 1 IS SET ON A TRIANGULAR SHAPED BOULDER ABOUT THREE JR1114'BY THREE FEET IN SIZE AND ABOUT 18 INCHES HIGH. THE MARK IS JR1114'ABOUT THE SAME HEIGHT OF THE STATION AND IS STAMPED CONWAY JR1114'NO. 1 1956. JR1114' JR1114'R.M. NO. 2 IS SET ON A ROUND POINTED BOULDER PROJECTING ABOUT 12 JR1114'INCHES. THE MARK IS ABOUT THE SAME HEIGHT AS THE STATION AND IS JR1114'STAMPED CONWAY NO 2 1956. JR1114' JR1114'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 46.26 FEET. JR1114' JR1114'TO REACH FROM MONO COUNTY COURTHOUSE IN BRIDGEPORT, GO SOUTH JR1114'ON U.S. 395 FOR 12.5 MILES TO CONWAY SUMMIT AND STATE HIGHWAY JR1114'BUILDINGS ON THE EAST SIDE OF THE ROAD. TURN TOWARD THE BUILDINGS JR1114'AND PASS THROUGH THE YARD AND TO THE LEFT END OF THE SHOP AND GO JR1114'0.7 MILES TO A BLADED ROAD TO THE SOUTH. TURN SOUTH AND GO JR1114'0.4 MILE ALONG THE CREST OF THE RIDGE TO A BLOCK HOUSE AND RADIO JR1114'TOWERS. THENCE GO AROUND THE HOUSE TO THE LEFT AND THE AZIMUTH JR1114'MARK AS DESCRIBED. FROM HERE GO SOUTHERLY ON DIM TRACK ROAD JR1114'0.25 MILE, THEN TURN LEFT, PICKING THE WAY UP TO THE TOP OF THE JR1114'KNOLL 0.15 MILE. JR1114 JR1114 STATION RECOVERY (1957) JR1114 JR1114'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957 JR1114'STATION RECOVERED IN GOOD CONDITION. JR1114 JR1114 STATION RECOVERY (1972) JR1114 JR1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LW) JR1114'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. JR1114 JR1114 STATION RECOVERY (1993) JR1114 JR1114'RECOVERY NOTE BY CALTRANS 1993 (BLJ) JR1114'RECOVERED AS DESCRIBED BY THE COAST AND GEODETIC SURVEY IN 1956 WITH JR1114'THE FOLLOWING CHANGES. JR1114' JR1114'THE AZIMUTH MARK WAS DESTROYED BY CONSTRUCTION OF A RADIO REPEATER JR1114'BUILDING. SET WITNESS POST 10.5 FT (3.2 M) WEST OF STATION. JR1114' JR1114'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JR1114'SURVEY. JR1114 JR1114 STATION RECOVERY (1994) JR1114 JR1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) JR1114'RECOVERED AS DESCRIBED. JR1114 JR1114 STATION RECOVERY (2002) JR1114 JR1114'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (JPG) JR1114'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HR2444 *********************************************************************** HR2444 DESIGNATION - T 1391 HR2444 PID - HR2444 HR2444 STATE/COUNTY- CA/MONO HR2444 USGS QUAD - MOUNT DANA (1994) HR2444 HR2444 *CURRENT SURVEY CONTROL HR2444 ___________________________________________________________________ HR2444* NAD 83(1986)- 37 55 53. (N) 119 15 02. (W) SCALED HR2444* NAVD 88 - 2936.191 (meters) 9633.15 (feet) ADJUSTED HR2444 ___________________________________________________________________ HR2444 GEOID HEIGHT- -23.59 (meters) GEOID99 HR2444 DYNAMIC HT - 2932.253 (meters) 9620.23 (feet) COMP HR2444 MODELED GRAV- 979,180.4 (mgal) NAVD 88 HR2444 HR2444 VERT ORDER - FIRST CLASS II HR2444 HR2444.The horizontal coordinates were scaled from a topographic map and have HR2444.an estimated accuracy of +/- 6 seconds. HR2444 HR2444.The orthometric height was determined by differential leveling HR2444.and adjusted by the National Geodetic Survey in June 1991. HR2444 HR2444.The geoid height was determined by GEOID99. HR2444 HR2444.The dynamic height is computed by dividing the NAVD 88 HR2444.geopotential number by the normal gravity value computed on the HR2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR2444.degrees latitude (g = 980.6199 gals.). HR2444 HR2444.The modeled gravity was interpolated from observed gravity values. HR2444 HR2444; North East Units Estimated Accuracy HR2444;SPC CA 3 - 659,590. 2,109,830. MT (+/- 180 meters Scaled) HR2444 HR2444 SUPERSEDED SURVEY CONTROL HR2444 HR2444.No superseded survey control is available for this station. HR2444 HR2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLC022005(NAD 83) HR2444_MARKER: DB = BENCH MARK DISK HR2444_SETTING: 66 = SET IN ROCK OUTCROP HR2444_STAMPING: T 1391 1987 HR2444_MARK LOGO: NGS HR2444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR2444+STABILITY: POSITION/ELEVATION WELL HR2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HR2444+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2002 HR2444 HR2444 HISTORY - Date Condition Report By HR2444 HISTORY - 1987 MONUMENTED NGS HR2444 HISTORY - 20021011 GOOD CONDOR HR2444 HR2444 STATION DESCRIPTION HR2444 HR2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 HR2444'2.6 KM (1.60 MI) EAST FROM YOSEMITE PARK. HR2444'2.62 KM (1.65 MI) EAST ALONG STATE HIGHWAY 120 FROM THE TIOGA HR2444'ENTRANCE STATION IN YOSEMITE PARK, IN THE NORTH CORNER OF THE HR2444'JUNCTION OF A ROAD LEADING TO TIOGA TARNS, AT THE SOUTHWEST END OF A HR2444'SMALL POND, IN TOP AND 1.2 M (3.9 FT) NORTHWEST OF THE SOUTHEAST EDGE HR2444'OF A 22 BY 32 FT ROCK OUTCROP, 21.0 M (68.9 FT) NORTHWEST OF THE HR2444'HIGHWAY CENTERLINE, 26.2 M (86.0 FT) NORTHEAST OF THE ROAD HR2444'CENTERLINE. HR2444'THE MARK IS 0.3 M BELOW THE HIGHWAY. HR2444 HR2444 STATION RECOVERY (2002) HR2444 HR2444'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (JPG) HR2444'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 HR0381 *********************************************************************** HR0381 DESIGNATION - X 123 HR0381 PID - HR0381 HR0381 STATE/COUNTY- CA/MONO HR0381 USGS QUAD - OLD MAMMOTH (1994) HR0381 HR0381 *CURRENT SURVEY CONTROL HR0381 ___________________________________________________________________ HR0381* NAD 83(1992)- 37 44 25.18963(N) 118 58 27.67524(W) ADJUSTED HR0381* NAVD 88 - 2281.860 (meters) 7486.40 (feet) ADJUSTED HR0381 ___________________________________________________________________ HR0381 EPOCH DATE - 1991.35 HR0381 X - -2,447,235.256 (meters) COMP HR0381 Y - -4,419,593.471 (meters) COMP HR0381 Z - 3,884,073.588 (meters) COMP HR0381 LAPLACE CORR- -4.35 (seconds) DEFLEC99 HR0381 ELLIP HEIGHT- 2257.23 (meters) (05/15/92) GPS OBS HR0381 GEOID HEIGHT- -24.56 (meters) GEOID99 HR0381 DYNAMIC HT - 2278.953 (meters) 7476.86 (feet) COMP HR0381 MODELED GRAV- 979,274.0 (mgal) NAVD 88 HR0381 OBS GRAVITY - 979,275.2 (mgal) GRAV_OBS HR0381 HR0381 HORZ ORDER - B HR0381 VERT ORDER - FIRST CLASS I HR0381 ELLP ORDER - FOURTH CLASS II HR0381 HR0381.The horizontal coordinates were established by GPS observations HR0381.and adjusted by the National Geodetic Survey in May 1992. HR0381.The horizontal coordinates are valid at the epoch date displayed above. HR0381.The epoch date for horizontal control is a decimal equivalence HR0381.of Year/Month/Day. HR0381 HR0381.The orthometric height was determined by differential leveling HR0381.and adjusted by the National Geodetic Survey in June 1991. HR0381.WARNING-GPS observations at this control monument resulted in a GPS HR0381.derived orthometric height which differed from the leveled height by HR0381.more than one decimeter (0.1 meter). HR0381 HR0381.The X, Y, and Z were computed from the position and the ellipsoidal ht. HR0381 HR0381.The Laplace correction was computed from DEFLEC99 derived deflections. HR0381 HR0381.The ellipsoidal height was determined by GPS observations HR0381.and is referenced to NAD 83. HR0381 HR0381.The geoid height was determined by GEOID99. HR0381 HR0381.The dynamic height is computed by dividing the NAVD 88 HR0381.geopotential number by the normal gravity value computed on the HR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0381.degrees latitude (g = 980.6199 gals.). HR0381 HR0381.The modeled gravity was interpolated from observed gravity values. HR0381.The observed gravity was obtained from relative gravimeter ties HR0381.to the IGSN71 gravity network. HR0381 HR0381; North East Units Scale Converg. HR0381;SPC CA 3 - 638,748.949 2,134,456.865 MT 0.99992920 +0 56 02.6 HR0381;SPC CA 3 - 2,095,628.84 7,002,797.23 sFT 0.99992920 +0 56 02.6 HR0381;UTM 11 - 4,178,839.769 326,038.820 MT 0.99997275 -1 12 31.6 HR0381 HR0381 SUPERSEDED SURVEY CONTROL HR0381 HR0381 NAD 83(1986)- 37 44 25.17483(N) 118 58 27.67195(W) AD(1984.00) 1 HR0381 NGVD 29 - 2280.237 (m) 7481.08 (f) ADJ UNCH 1 1 HR0381 HR0381.Superseded values are not recommended for survey control. HR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0381.See file dsdata.txt to determine how the superseded data were derived. HR0381 HR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB2603978840(NAD 83) HR0381_MARKER: DB = BENCH MARK DISK HR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0381_STAMPING: X 123 1932 HR0381_MARK LOGO: CGS HR0381_PROJECTION: PROJECTING 10 CENTIMETERS HR0381_MAGNETIC: N = NO MAGNETIC MATERIAL HR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0381+STABILITY: SURFACE MOTION HR0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HR0381+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2002 HR0381 HR0381 HISTORY - Date Condition Report By HR0381 HISTORY - 1932 MONUMENTED CGS HR0381 HISTORY - 1957 GOOD NGS HR0381 HISTORY - 1983 GOOD NGS HR0381 HISTORY - 1985 GOOD USGS HR0381 HISTORY - 1986 GOOD NGS HR0381 HISTORY - 1987 GOOD NGS HR0381 HISTORY - 19881010 GOOD NGS HR0381 HISTORY - 19910530 GOOD NGS HR0381 HISTORY - 19930901 GOOD CADT HR0381 HISTORY - 20021011 GOOD CONDOR HR0381 HR0381 STATION DESCRIPTION HR0381 HR0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0381'1 MI SE FROM CRESTVIEW. HR0381'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE CALIFORNIA HR0381'DIVISION OF HIGHWAYS MAINTENANCE STATION AT CRESTVIEW, ON TOP OF HR0381'THE SOUTH BANK OF A DEEP DRY WASH, 56 FEET SOUTHWEST OF THE CENTER HR0381'LINE OF THE HIGHWAY, 46.85 FEET NORTHEAST OF TRIANGULATION HR0381'STATION CRESTVIEW, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP HR0381'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HR0381 HR0381 STATION RECOVERY (1983) HR0381 HR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 HR0381'1.6 KM (1 MI) SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE LADH HR0381'MAINTENANCE SATATION AT CRESTVIEW, IN THE SOUTHEAST QUARTER, SECTION HR0381'27, R 27 E, T 2 S, NEAR THE BOUNDARY OF SECTIONS 26 AND 27, 17 METERS HR0381'(56 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 30 METERS (100 FT) HR0381'NORTHEAST OF A STEEL MESH SNOW FENCE, 14.28 METERS (46.85 FT) HR0381'NORTHEAST OF TRIANGULATION STATION CRESTVIEW, ABOUT LEVEL WITH THE HR0381'HIGHWAY. HR0381 HR0381 STATION RECOVERY (1985) HR0381 HR0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 HR0381'RECOVERED IN GOOD CONDITION. HR0381 HR0381 STATION RECOVERY (1986) HR0381 HR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0381'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 4.44 KM (2.76 HR0381'MI) NORTHEAST ALONG STATE HIGHWAY 158 FROM THE POST OFFICE IN JUNE HR0381'LAKE, THENCE 11.10 KM (6.90 MI) SOUTH ALONG US HIGHWAY 395, 0.60 KM HR0381'(0.37 MI) NORTH OF THE JUNCTION OF OWENS RIVER ROAD, 17.4 METERS (57 HR0381'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.0 METERS (46 FT) EAST OF HR0381'TRIANGULATION STATION CRESTVIEW AND 12.2 METERS (40 FT) NORTHEAST OF HR0381'CRESTVIEW RM 1. HR0381'THE MARK IS 0.3 METERS W FROM A WITNESS POST HR0381 HR0381 STATION RECOVERY (1987) HR0381 HR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0381'RECOVERED IN GOOD CONDITION. HR0381 HR0381 STATION RECOVERY (1988) HR0381 HR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HR0381'RECOVERED IN GOOD CONDITION. HR0381 HR0381 STATION RECOVERY (1991) HR0381 HR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 HR0381'THE STATION IS LOCATED ABOUT 38 MI (61.2 KM) SOUTH OF BRIDGEPORT, 1.0 HR0381'MI (1.6 KM) SOUTHEAST OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION HR0381'MAINTENANCE STATION AT CRESTVIEW AND 0.4 MI (0.6 KM) NORTH ALONG U.S. HR0381'HIGHWAY 395 FROM OWENS RIVER ROAD. HR0381'TO REACH THE STATION FROM THE CADT MAINTENANCE STATION AT CRESTVIEW, HR0381'GO SOUTH ON U.S. HIGHWAY 395 FOR 1.0 MI (1.6 KM) TO THE STATION ON HR0381'THE LEFT AT ABOUT POST MILE 33.2. HR0381'THE STATION IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A CONCRETE HR0381'POST 0.4 FT (0.1 M) ABOVE THE GROUND. LOCATED IN DIRT MEDIAN 50.2 FT HR0381'(15.3 M) EAST OF THE EAST EDGE OF PAVEMENT OF HIGHWAY 395 SOUTHBOUND, HR0381'39.6 FT (12.1 M) WEST OF THE WEST EDGE OF PAVEMENT OF HIGHWAY 395 HR0381'NORTHBOUND AND 40 FT (12.2 M) SOUTHEAST OF A STANDARD 6 X 6 INCH HR0381'CONCRETE RIGHT-OF-WAY MONUMENT. HR0381 HR0381 STATION RECOVERY (1993) HR0381 HR0381'RECOVERY NOTE BY CALTRANS 1993 (JDD) HR0381'THE STATION WAS RECOVERED. A NEW TO REACH FOLLOWS. HR0381' HR0381'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 395 AND STATE HR0381'HIGHWAY 203, EAST OF MAMMOTH LAKES, GO NORTH ON HIGHWAY 395 FOR 7.2 MI HR0381'(11.6 KM) TO A SIDE ROAD RIGHT, OWENS RIVER ROAD. CONTINUE NORTH ON HR0381'HIGHWAY 395 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT IN THE HR0381'HIGHWAY MEDIAN AT POST MILE 33.2. HR0381' HR0381'THE STATION IS MIDWAY BETWEEN TWO 4-INCH CONCRETE-FILLED STEEL PIPES HR0381'AND ABOUT 4 FT (1.2 M) FROM EACH. THE PIPES PROJECT ABOUT 3 FT (0.9 M) HR0381'ABOVE THE GROUND. HR0381 HR0381 STATION RECOVERY (2002) HR0381 HR0381'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (JPG) HR0381'RECOVERED IN GOOD CONDITION.