1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9701 *********************************************************************** AA9701 DESIGNATION - 22 KSM RESET AA9701 PID - AA9701 AA9701 STATE/COUNTY- CA/INYO AA9701 USGS QUAD - BIG PINE (1994) AA9701 AA9701 *CURRENT SURVEY CONTROL AA9701 ___________________________________________________________________ AA9701* NAD 83(1986)- 37 09 52. (N) 118 17 21. (W) SCALED AA9701* NAVD 88 - 1214.30 (meters) 3983.9 (feet) RESET AA9701 ___________________________________________________________________ AA9701 GEOID HEIGHT- -26.05 (meters) GEOID99 AA9701 AA9701 VERT ORDER - THIRD AA9701 AA9701.The horizontal coordinates were scaled from a topographic map and have AA9701.an estimated accuracy of +/- 6 seconds. AA9701 AA9701.The orthometric height was computed from unverified reset data. AA9701 AA9701.The geoid height was determined by GEOID99. AA9701 AA9701; North East Units Estimated Accuracy AA9701;SPC CA 4 - 703,420. 2,063,130. MT (+/- 180 meters Scaled) AA9701 AA9701 SUPERSEDED SURVEY CONTROL AA9701 AA9701.No superseded survey control is available for this station. AA9701 AA9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB855138(NAD 83) AA9701_MARKER: DV = VERTICAL CONTROL DISK AA9701_SETTING: 37 = BRIDGE WINGWALL AA9701_STAMPING: 22 KMS RESET 1993 AA9701_MARK LOGO: NGS AA9701_MAGNETIC: N = NO MAGNETIC MATERIAL AA9701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9701 AA9701 HISTORY - Date Condition Report By AA9701 HISTORY - 1993 MONUMENTED CADT AA9701 AA9701 STATION DESCRIPTION AA9701 AA9701'DESCRIBED BY CALTRANS 1993 (AL) AA9701'0.32 KM (0.20 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN AA9701'BIG PINE, IN THE TOP WEST END OF THE NORTHEAST WINGWALL OF HIGHWAY AA9701'BRIDGE NO. 48-36 OVER BIG PINE CREEK, 1.0 M (3.3 FT) EAST OF THE AA9701'METAL GUARD RAIL. MARK IS 0.3 M (1.0 FT) NE OF NORTHWEST END OF AA9701'HEADWALL, 1.1 M (3.6 FT) EAST OF METAL RAIL, 2.2 M (7.2 FT) EAST OF AA9701'EDGE OF PAVEMENT US HIGHWAY 395, AND 12.3 M (40.4 FT) EAST OF AA9701'CENTERLINE OF US HIGHWAY 395 AT MILE POST 100.2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9735 *********************************************************************** AA9735 DESIGNATION - B 1377 RESET AA9735 PID - AA9735 AA9735 STATE/COUNTY- CA/INYO AA9735 USGS QUAD - HAIWEE RESERVOIRS (1994) AA9735 AA9735 *CURRENT SURVEY CONTROL AA9735 ___________________________________________________________________ AA9735* NAD 83(1986)- 36 12 35. (N) 117 58 47. (W) SCALED AA9735* NAVD 88 - 1216.98 (meters) 3992.7 (feet) RESET AA9735 ___________________________________________________________________ AA9735 GEOID HEIGHT- -28.05 (meters) GEOID99 AA9735 AA9735 VERT ORDER - THIRD AA9735 AA9735.The horizontal coordinates were scaled from a topographic map and have AA9735.an estimated accuracy of +/- 6 seconds. AA9735 AA9735.The orthometric height was computed from unverified reset data. AA9735 AA9735.The geoid height was determined by GEOID99. AA9735 AA9735; North East Units Estimated Accuracy AA9735;SPC CA 4 - 597,730. 2,091,740. MT (+/- 180 meters Scaled) AA9735 AA9735 SUPERSEDED SURVEY CONTROL AA9735 AA9735.No superseded survey control is available for this station. AA9735 AA9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA119076(NAD 83) AA9735_MARKER: DV = VERTICAL CONTROL DISK AA9735_SETTING: 66 = SET IN ROCK OUTCROP AA9735_STAMPING: B 1377 RESET 1992 AA9735_MARK LOGO: NGS AA9735_MAGNETIC: N = NO MAGNETIC MATERIAL AA9735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA9735+STABILITY: POSITION/ELEVATION WELL AA9735 AA9735 HISTORY - Date Condition Report By AA9735 HISTORY - 1992 MONUMENTED CADT AA9735 AA9735 STATION DESCRIPTION AA9735 AA9735'DESCRIBED BY CALTRANS 1992 (MA) AA9735'8.28 KM (5.15 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN AA9735'OLANCHA, IN THE NORTHWEST CORNER OF A T-JUNCTION OF SAGE FLAT ROAD, AA9735'75.7 M (248.4 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE, 10.1 M AA9735'(33.1 FT) NORTH OF THE CENTER OF SAGE FLAT ROAD, AND 17.6 M (57.7 FT) AA9735'WEST OF GUY POLE M26500V. 78 FEET (23.8 M) SOUTHEAST TO A POWER POLE AA9735'M19892V, AND 130 FEET (39.6 M) SOUTHWEST TO A WARNING TELEPHONE CABLE AA9735'UNDERGROUND PADDLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2151 *********************************************************************** GT2151 DESIGNATION - C 44 RESET GT2151 PID - GT2151 GT2151 STATE/COUNTY- CA/INYO GT2151 USGS QUAD - LONE PINE (1994) GT2151 GT2151 *CURRENT SURVEY CONTROL GT2151 ___________________________________________________________________ GT2151* NAD 83(1986)- 36 36 03. (N) 118 04 50. (W) SCALED GT2151* NAVD 88 - 1190.97 (meters) 3907.4 (feet) RESET GT2151 ___________________________________________________________________ GT2151 GEOID HEIGHT- -27.00 (meters) GEOID99 GT2151 GT2151 VERT ORDER - THIRD GT2151 GT2151.The horizontal coordinates were scaled from a topographic map and have GT2151.an estimated accuracy of +/- 6 seconds. GT2151 GT2151.The orthometric height was computed from unverified reset data. GT2151.No vertical observational check was made to the station. GT2151 GT2151.The geoid height was determined by GEOID99. GT2151 GT2151; North East Units Estimated Accuracy GT2151;SPC CA 4 - 641,040. 2,082,260. MT (+/- 180 meters Scaled) GT2151 GT2151 SUPERSEDED SURVEY CONTROL GT2151 GT2151 NGVD 29 - 1189.91 (m) 3903.9 (f) RESET 3 GT2151 GT2151.Superseded values are not recommended for survey control. GT2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2151.See file dsdata.txt to determine how the superseded data were derived. GT2151 GT2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA033511(NAD 83) GT2151_MARKER: DV = VERTICAL CONTROL DISK GT2151_SETTING: 80 = SET IN A BOULDER GT2151_STAMPING: C 44 RESET 1984 GT2151_MARK LOGO: NGS GT2151_MAGNETIC: N = NO MAGNETIC MATERIAL GT2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2151+STABILITY: SURFACE MOTION GT2151 GT2151 HISTORY - Date Condition Report By GT2151 HISTORY - 1984 MONUMENTED NGS GT2151 GT2151 STATION DESCRIPTION GT2151 GT2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2151'1 MILE (1.6 KM) WEST ALONG WHITNEY-PORTAL ROAD FROM ITS INTERSECTION GT2151'WITH US HIGHWAY 395, 60 FEET (18.3 M) NORTH OF THE CENTER OF THE GT2151'ROAD, 4 FEET (1.2 M) NORTHWEST OF A WITNESS POST, IN THE TOP OF A 5 GT2151'FEET (1.5 M) BY 6 FEET (1.8 M) BOULDER THAT PROJECTS 3 FEET (0.9 M) GT2151'AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2907 *********************************************************************** HR2907 DESIGNATION - E 819 RESET HR2907 PID - HR2907 HR2907 STATE/COUNTY- CA/INYO HR2907 USGS QUAD - LAWS (1994) HR2907 HR2907 *CURRENT SURVEY CONTROL HR2907 ___________________________________________________________________ HR2907* NAD 83(1986)- 37 26 08. (N) 118 20 57. (W) SCALED HR2907* NAVD 88 - 1262.19 (meters) 4141.0 (feet) RESET HR2907 ___________________________________________________________________ HR2907 GEOID HEIGHT- -25.90 (meters) GEOID99 HR2907 HR2907 VERT ORDER - THIRD HR2907 HR2907.The horizontal coordinates were scaled from a topographic map and have HR2907.an estimated accuracy of +/- 6 seconds. HR2907 HR2907.The orthometric height was computed from unverified reset data. HR2907.No vertical observational check was made to the station. HR2907 HR2907.The geoid height was determined by GEOID99. HR2907 HR2907; North East Units Estimated Accuracy HR2907;SPC CA 4 - 733,470. 2,057,600. MT (+/- 180 meters Scaled) HR2907 HR2907 SUPERSEDED SURVEY CONTROL HR2907 HR2907 NGVD 29 - 1261.07 (m) 4137.4 (f) RESET 3 HR2907 HR2907.Superseded values are not recommended for survey control. HR2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR2907.See file dsdata.txt to determine how the superseded data were derived. HR2907 HR2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB806440(NAD 83) HR2907_MARKER: DV = VERTICAL CONTROL DISK HR2907_SETTING: 37 = BRIDGE HEADWALL HR2907_STAMPING: E 819 RESET 1987 HR2907_MARK LOGO: NGS HR2907_MAGNETIC: N = NO MAGNETIC MATERIAL HR2907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR2907 HR2907 HISTORY - Date Condition Report By HR2907 HISTORY - 1987 MONUMENTED CADT HR2907 HR2907 STATION DESCRIPTION HR2907 HR2907'DESCRIBED BY CALTRANS 1987 HR2907'0.4 MILES (0.6 KM) WEST ALONG PAVED ROAD FROM SOUTHERN PACIFIC HR2907'RAILROAD STATION IN LAWS, THENCE 2.5 MILES (4.0 KM) NORTH ALONG US HR2907'HIGHWAY 6, AT CONCRETE BRIDGE 48-38 OVER SOUTH MCNALLY CANAL, 21.5 HR2907'FEET (6.6 M) WEST OF CENTERLINE OF US HIGHWAY 6, ON TOP OF 2.5 FEET HR2907'(0.8 M) HIGH HEADWALL, 2.3 FEET (0.7 M) NORTH OF SOUTH END OF HR2907'HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2150 *********************************************************************** GT2150 DESIGNATION - H 44 RESET GT2150 PID - GT2150 GT2150 STATE/COUNTY- CA/INYO GT2150 USGS QUAD - LONE PINE (1994) GT2150 GT2150 *CURRENT SURVEY CONTROL GT2150 ___________________________________________________________________ GT2150* NAD 83(1986)- 36 35 42. (N) 118 06 18. (W) SCALED GT2150* NAVD 88 - 1331.36 (+/-2cm) 4368.0 (feet) VERTCON GT2150 ___________________________________________________________________ GT2150 GEOID HEIGHT- -26.81 (meters) GEOID99 GT2150 GT2150 VERT ORDER - THIRD (See Below) GT2150 GT2150.The horizontal coordinates were scaled from a topographic map and have GT2150.an estimated accuracy of +/- 6 seconds. GT2150 GT2150.The NAVD 88 height was computed by applying the VERTCON shift value to GT2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2150.The vertical order pertains to the superseded datum. GT2150 GT2150.The geoid height was determined by GEOID99. GT2150 GT2150; North East Units Estimated Accuracy GT2150;SPC CA 4 - 640,370. 2,080,080. MT (+/- 180 meters Scaled) GT2150 GT2150 SUPERSEDED SURVEY CONTROL GT2150 GT2150 NGVD 29 - 1330.28 (m) 4364.4 (f) RESET 3 GT2150 GT2150.Superseded values are not recommended for survey control. GT2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2150.See file dsdata.txt to determine how the superseded data were derived. GT2150 GT2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA011505(NAD 83) GT2150_MARKER: DV = VERTICAL CONTROL DISK GT2150_SETTING: 80 = SET IN A BOULDER GT2150_STAMPING: H 44 RESET 1984 GT2150_MARK LOGO: NGS GT2150_MAGNETIC: N = NO MAGNETIC MATERIAL GT2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2150+STABILITY: SURFACE MOTION GT2150 GT2150 HISTORY - Date Condition Report By GT2150 HISTORY - 1984 MONUMENTED NGS GT2150 GT2150 STATION DESCRIPTION GT2150 GT2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2150'2.55 MILES (4.10 KM) WEST ALONG WHITNEY-PORTAL ROAD FROM ITS GT2150'INTERSECTION WITH US HIGHWAY 395, 85 FEET (25.9 M) SOUTH OF THE GT2150'CENTER OF THE ROAD, 9 FEET (2.7 M) SOUTH OF A WITNESS POST IN THE TOP GT2150'OF A MASSIVE GRANITE BOULDER THAT PROJECTS ABOUT 4 FEET (1.2 M) ABOVE GT2150'THE SURROUNDING BOULDER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GS0252 *********************************************************************** GS0252 DESIGNATION - K 671 RESET GS0252 PID - GS0252 GS0252 STATE/COUNTY- CA/INYO GS0252 USGS QUAD - FURNACE CREEK (1988) GS0252 GS0252 *CURRENT SURVEY CONTROL GS0252 ___________________________________________________________________ GS0252* NAD 83(1986)- 36 29 00. (N) 116 52 12. (W) SCALED GS0252* NAVD 88 - -41.28 (meters) -135.4 (feet) RESET GS0252 ___________________________________________________________________ GS0252 GEOID HEIGHT- -29.37 (meters) GEOID99 GS0252 GS0252 VERT ORDER - THIRD GS0252 GS0252.The horizontal coordinates were scaled from a topographic map and have GS0252.an estimated accuracy of +/- 6 seconds. GS0252 GS0252.The orthometric height was computed from unverified reset data. GS0252.No vertical observational check was made to the station. GS0252 GS0252.The geoid height was determined by GEOID99. GS0252 GS0252; North East Units Estimated Accuracy GS0252;SPC CA 4 - 629,720. 2,190,840. MT (+/- 180 meters Scaled) GS0252 GS0252 SUPERSEDED SURVEY CONTROL GS0252 GS0252 NGVD 29 - -42.04 (m) -137.9 (f) RESET 3 GS0252 GS0252.Superseded values are not recommended for survey control. GS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GS0252.See file dsdata.txt to determine how the superseded data were derived. GS0252 GS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA116375(NAD 83) GS0252_MARKER: DB = BENCH MARK DISK GS0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GS0252_STAMPING: K 671 RESET 1971 GS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GS0252+STABILITY: SURFACE MOTION GS0252 GS0252 HISTORY - Date Condition Report By GS0252 HISTORY - 1971 MONUMENTED CADH GS0252 GS0252 STATION DESCRIPTION GS0252 GS0252'DESCRIBED BY CA DIV OF HIGHWAYS 1971 GS0252'3 MI NW FROM FURNACE CREEK INN. GS0252'3 MILES NORTHWEST ALONG STATE HIGHWAY 190 FROM FURNACE CREEK GS0252'INN, AT THE TOP OF A HILL NEAR A ROAD CUT, 80 FEET EAST OF THE GS0252'CENTER LINE OF THE HIGHWAY, NEAR A WITNESS POST AND SET IN THE GS0252'TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1793 *********************************************************************** GT1793 DESIGNATION - KEARSARGE GT1793 PID - GT1793 GT1793 STATE/COUNTY- CA/INYO GT1793 USGS QUAD - BEE SPRINGS CANYON (1994) GT1793 GT1793 *CURRENT SURVEY CONTROL GT1793 ___________________________________________________________________ GT1793* NAD 83(1992)- 36 48 23.84644(N) 118 07 03.85204(W) ADJUSTED GT1793* NAVD 88 - 1147.65 (meters) 3765.2 (feet) RESET GT1793 ___________________________________________________________________ GT1793 EPOCH DATE - 1991.35 GT1793 LAPLACE CORR- -1.12 (seconds) DEFLEC99 GT1793 GEOID HEIGHT- -26.69 (meters) GEOID99 GT1793 GT1793 HORZ ORDER - FIRST GT1793 VERT ORDER - THIRD GT1793 GT1793.The horizontal coordinates were established by classical geodetic methods GT1793.and adjusted by the National Geodetic Survey in March 1994. GT1793.The horizontal coordinates are valid at the epoch date displayed above. GT1793.The epoch date for horizontal control is a decimal equivalence GT1793.of Year/Month/Day. GT1793 GT1793.The orthometric height was computed from unverified reset data. GT1793.No vertical observational check was made to the station. GT1793 GT1793.The Laplace correction was computed from DEFLEC99 derived deflections. GT1793 GT1793.The geoid height was determined by GEOID99. GT1793 GT1793; North East Units Scale Converg. GT1793;SPC CA 4 - 663,840.816 2,078,724.777 MT 0.99994572 +0 31 34.8 GT1793;SPC CA 4 - 2,177,951.08 6,819,949.54 sFT 0.99994572 +0 31 34.8 GT1793;UTM 11 - 4,074,003.595 400,295.102 MT 0.99972247 -0 40 11.0 GT1793 GT1793: Primary Azimuth Mark Grid Az GT1793:SPC CA 4 - KEARSARGE AZ MK 255 06 51.0 GT1793:UTM 11 - KEARSARGE AZ MK 256 18 36.8 GT1793 GT1793|---------------------------------------------------------------------| GT1793| PID Reference Object Distance Geod. Az | GT1793| dddmmss.s | GT1793| GT0266 10 33.407 METERS 01726 | GT1793| GT1791 PAIUTE MONUMENT APPROX. 9.7 KM 0491915.6 | GT1793| GT0265 H 46 5.778 METERS 06916 | GT1793| GT0287 KEARSARGE AZ MK 2553825.8 | GT1793| DA7758 KEARSARGE RM 1 5.965 METERS 31718 | GT1793| GT2153 KEARSARGE RM 3 5.971 METERS 31740 | GT1793|---------------------------------------------------------------------| GT1793 GT1793 SUPERSEDED SURVEY CONTROL GT1793 GT1793 NAD 83(1986)- 36 48 23.83724(N) 118 07 03.84742(W) AD(1984.00) 1 GT1793 NAD 27 - 36 48 24.08600(N) 118 07 00.52200(W) AD( ) 1 GT1793 NGVD 29 - 1146.57 (m) 3761.7 (f) RESET 3 GT1793 GT1793.Superseded values are not recommended for survey control. GT1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1793.See file dsdata.txt to determine how the superseded data were derived. GT1793 GT1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA0029574004(NAD 83) GT1793_MARKER: DS = TRIANGULATION STATION DISK GT1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1793_STAMPING: KEARSARGE 1952 GT1793_MARK LOGO: CGS GT1793_PROJECTION: FLUSH GT1793_MAGNETIC: N = NO MAGNETIC MATERIAL GT1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1793+STABILITY: SURFACE MOTION GT1793 GT1793 HISTORY - Date Condition Report By GT1793 HISTORY - 1952 MONUMENTED CGS GT1793 HISTORY - 1952 GOOD CGS GT1793 HISTORY - 1974 SEE DESCRIPTION NGS GT1793 HISTORY - 19840714 GOOD NGS GT1793 HISTORY - 19840717 GOOD NGS GT1793 GT1793 STATION DESCRIPTION GT1793 GT1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH) GT1793'THE STATION IS LOCATED AT THE SOUTH END OF THE SOUTHERN GT1793'PACIFIC RAILROAD DEPOT IN KEARSARGE. IT IS LOCATED AIRLINE GT1793'ABOUT 4-1/2-MILES EAST OF INDEPENDENCE AND ABOUT 14 MILES GT1793'NORTH OF LONE PINE. GT1793' GT1793'THE STATION IS A STANDARD DISK STAMPED KEARSARGE 1952 SET GT1793'IN TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT FLUSH GT1793'WITH THE GROUND. IT IS 28 FEET SOUTH OF THE SOUTHWEST CORNER GT1793'OF THE RAILROAD DEPOT AND 48 FEET WEST OF THE WEST MAIN GT1793'RAIL OF THE RAILROAD TRACK. GT1793' GT1793'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEARSARGE GT1793'NO 1 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT GT1793'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT GT1793'2 INCHES HIGHER THAN THE STATION. IT IS ABOUT 10 INCHES GT1793'SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD DEPOT PLATFORM. GT1793' GT1793'BM H46 IS A STANDARD BENCH MARK DISK STAMPED H 46 1925 SET GT1793'IN TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS GT1793'ABOUT 14 INCHES ABOVE THE GROUND AND IS ABOUT 14 INCHES HIGHER GT1793'THAN THE STATION. IT IS 30 FEET WEST OF THE WEST MAIN RAIL GT1793'OF THE RAILROAD TRACK AND 30 FEET SOUTH OF THE SOUTH WALL GT1793'OF THE RAILROAD DEPOT. GT1793' GT1793'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEARSARGE 1952 GT1793'SET IN A DRILL HOLE IN TOP OF THE CONCRETE FOUNDATION FOR GT1793'THE SOUTH LEG OF POWER LINE TOWER 60-4 AND PROJECTS ABOUT GT1793'10 INCHES ABOVE THE GROUND. IT IS 75 FEET NORTH OF THE CENTER GT1793'LINE OF THE PAVED ROAD. GT1793' GT1793'TO REACH THE STATION FROM THE POST OFFICE IN INDEPENDENCE, GT1793'GO SOUTH ON U.S. HIGHWAYS 395 AND 6 FOR 0.4 MILE TO CITRUS GT1793'ROAD. TURN LEFT AND GO EAST FOR 4.15 MILES TO POWER LINE GT1793'TOWER 60-4 ON THE LEFT AND THE AZIMUTH MARK. CONTINUE GT1793'STRAIGHT AHEAD, EAST, ON THE PAVED ROAD FOR 0.25 MILE TO THE GT1793'SOUTHERN PACIFIC RAILROAD DEPOT IN KEARSARGE AND THE STATION. GT1793' GT1793'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS. GT1793 GT1793 STATION RECOVERY (1952) GT1793 GT1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 GT1793'RECOVERED IN GOOD CONDITION. GT1793 GT1793 STATION RECOVERY (1974) GT1793 GT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) GT1793'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT FOUND BURIED GT1793'BENEATH AN OLD ASPHALT SIDE-WALK AND DRIFTED SAND. REFERENCE GT1793'MARK 1 WAS FOUND TO HAVE BEEN DESTROYED, THE CONCRETE POST BROKEN GT1793'INTO SEGMENTS AND THE DISK REMOVED. B.M. H 46 (R.M. 2) WAS GT1793'RECOVERED IN GOOD CONDITION. THE OBSERVED DIRECTION TO THE MARK GT1793'CHECKED THE 1952 OBSERVATION ADEQUATELY BUT A 12 MM. SHORTER GT1793'DISTANCE BETWEEN THE MARK AND THE STATION WAS MEASURED THIS GT1793'YEAR. THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND AS GT1793'DESCRIBED IN 1952. THE SOUTHERN PACIFIC RAILWAY COMPANY GT1793'DEPOT, RAILROAD TRACKS AND ALL OTHER BUILDINGS HAVE BEEN GT1793'REMOVED FROM THE STATION SITE. A COMPLETE NEW DESCRIPTION GT1793'FOLLOWS-- GT1793' GT1793'THE STATION IS LOCATED NEAR THE EAST SIDE OF THE BOTTOM OF OWENS GT1793'VALLEY, AT THE SITE OF THE NOW REMOVED SOUTHERN PACIFIC COMPANY GT1793'RAILWAY KEARSARGE DEPOT, ABOUT 14 MILES NORTH OF LONE PINE AND GT1793'4-1/2 MILES EAST OF INDEPENDENCE. GT1793' GT1793'THE STATION IS MARKED BY C AND GS TRIANGULATION STATION DISKS IN GT1793'CONCRETE, NOTES 1C-7A, AND STAMPED KEARSARGE 1952. THE SURFACE GT1793'STATION MARK IS SET IN A ROUNDED MASS OF CONCRETE WHICH IS 2 GT1793'INCHES BELOW THE GROUND SURFACE. IT IS 114.0 FEET SOUTH OF THE GT1793'CENTER OF MASOURKA MOUNTAIN ROAD, 73.0 FEET WEST OF AN OLD GT1793'NORTH-SOUTH FENCE, 50.0 FEET EAST OF THE CENTER OF A BLADED ROAD GT1793'AND 2.5 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED. GT1793' GT1793'BENCH MARK H 46 (R.M. 2) IS A C AND GS BENCH MARK DISK IN THE GT1793'TOP OF A 12 INCHES SQUARE CONCRETE POST THAT PROJECTS 5 INCHES. IT GT1793'IS 115.5 FEET SOUTH OF THE CENTER OF MASOURKA MTN. ROAD, 67.0 GT1793'FEET EAST OF THE CENTER OF THE BLADED ROAD, 54.5 FEET WEST OF THE GT1793'FENCE AND 1.0 FOOT EAST OF A METAL WITNESS POST WITH SIGN. IT IS GT1793'ABOUT 2 FEET HIGHER THAN THE STATION. GT1793' GT1793'REFERENCE MARK 3 IS A NGS REFERENCE DISK, STAMPED KEARSARGE NO. 3 GT1793'1952 1974, SET IN THE TOP OF A 14 INCHES IN DIAMETER CYLINDRICAL GT1793'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT GT1793'IS 95.0 FEET SOUTH OF THE CENTER OF MASOURKA MTN. ROAD, 79.0 FEET GT1793'WEST OF THE FENCE, 51.0 FEET EAST OF THE CENTER OF THE BLADED GT1793'ROAD AND 17.8 FEET NORTH OF THE METAL WITNESS POST THAT PROJECTS GT1793'NEAR THE STATION MARK. GT1793' GT1793'A CONNECTION WAS MADE TO A USGS BENCH MARK. THE MARK, A BRONZE GT1793'CAP SECURED TO THE TOP OF AN IRON PIPE, STAMPED 3766 BF10 1905, GT1793'AND PROJECTING 6 INCHES ABOVE THE GROUND SURFACE IS 36.0 FEET GT1793'SOUTH OF THE CENTER OF MASOURKA MTN. ROAD, 1.0 FOOT NORTH OF A GT1793'6 IN X 6 IN SQUARE WOODEN POST AND 0.7-FOOT NORTH OF A METAL GT1793'WITNESS POST WITH SIGN. GT1793' GT1793'THE AZIMUTH MARK, A C AND GS AZIMUTH DISK STAMPED KEARSARGE GT1793'1952, IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE GT1793'FOUNDATION FOR THE SOUTH LEG OF TRANSMISSION POWERLINE TOWER GT1793'NUMBER 60-4 AND PROJECTS 10 INCHES ABOVE THE GROUND SURFACE. GT1793' GT1793'TO REACH THE STATION FROM THE INYO COUNTY COURTHOUSE IN GT1793'INDEPENDENCE, DRIVE SOUTH ON U.S. HIGHWAY 395 FOR 0.4 MILE TO GT1793'MASOURKA MTN. ROAD ON THE LEFT. TURN LEFT AND DRIVE EAST ON THE GT1793'BLACK-TOPPED ROAD FOR 4.15 MILES TO POWERLINE TOWER NUMBER 60-4 GT1793'ON THE LEFT AND THE AZIMUTH MARK. CONTINUE STRAIGHT AHEAD ON GT1793'MASOURKA MTN. ROAD FOR 0.25 MILE TO A BLADED CROSSROAD AND THE GT1793'STATION ON THE RIGHT. GT1793 GT1793 STATION RECOVERY (1984) GT1793 GT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 GT1793'0.6 KM (0.35 MI) SOUTH ALONG US HIGHWAY 395 FROM THE INTERSECTION OF GT1793'MARKET STREET AT THE POST OFFICE IN INDEPENDENCE, THEN 7.1 KM (4.40 GT1793'MI) EAST ALONG MAZOURKA CANYON ROAD, 34.75 METERS (114.01 FT) SOUTH GT1793'FROM THE CENTER OF MAZOURKA CANYON ROAD, 22.2 METERS (72.8 FT) WEST GT1793'FROM A NORTH-SOUTH FENCE, 15.2 METERS (49.9 FT) EAST FROM THE CENTER GT1793'OF A TRACK ROAD, 0.76 METERS (2.49 FT) EAST FROM A WITNESS POST, IN GT1793'THE TOP OF A CONCRETE POST THAT IS RECESSED 5 CM. GT1793 GT1793 STATION RECOVERY (1984) GT1793 GT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GT1793'THE STATION, REFERENCE MARK 3, BM H 46 AND THE AZIMUTH MARK WERE GT1793'RECOVERED IN GOOD CONDITION. BM 10 USGS HAS BEEN DESTROYED. THE GT1793'RUSTED OFF IRON PIPE WAS FOUND ABOUT 15 CM BELOW THE SURFACE AT THE GT1793'DISTANCE AND DIRECTION GIVEN. THE PREVIOUS DESCRIPTIONS STATE THERE GT1793'IS AN UNDERGROUND MARK. THE STATION IS LOCATED 22.5 KM (14.00 MI) GT1793'NORTH OF LONE PINE, 7.2 KM (4.45 MI) EAST OF INDEPENDENCE, ALONG THE GT1793'SOUTH SIDE OF MAZOURKA CANYON ROAD, IN THE SOUTHEAST ANGLE OF THE GT1793'INTERSECTION OF A TRACK CROSSROAD. TO REACH THE STATION FROM THE POST GT1793'OFFICE IN INDEPENDENCE, GO SOUTH ON U.S. HIGHWAY 395 FOR 0.7 KM (0.45 GT1793'MI) TO A CROSSROAD (CITRUS AVENUE TO THE WEST AND MAZOURKA CANYON ROAD GT1793'TO THE EAST) . TURN LEFT, EAST ON MAZOURKA CANYON ROAD FOR 6.7 KM GT1793'(4.15 MI) TO A POWER LINE AND THE AZIMUTH MARK ON THE LEFT, NORTH SIDE GT1793'OF THE ROAD. CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO THE END OF THE GT1793'ASPHALT AND THE STATION ON THE RIGHT. THE STATION IS A STANDARD CGS GT1793'DISK STAMPED--KEARSARGE 1952--, SET INTO THE TOP OF A ROUND CONCRETE GT1793'MONUMENT, 30 CM IN DIAMETER RECESSED 2 CM BELOW THE GROUND. LOCATED GT1793'34.75 METERS (114.01 FT) SOUTH FROM THE CENTER OF MAZOURKA CANYON GT1793'ROAD, 22.2 METERS (72.8 FT) WEST FROM A NORTH-SOUTH FENCE, 15.2 METERS GT1793'(49.9 FT) EAST FROM A TRACK ROAD AND 0.76 EAST FROM A WITNESS POST. GT1793'REFERENCE MARK 2 IS A STANDARD CGS BM DISK, STAMPED--H 46 1925--, SET GT1793'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER GT1793'PROJECTING 25 CM ABOVE THE GROUND. LOCATED 35.2 METERS (115.5 FT) GT1793'SOUTH FROM THE CENTER OF MAZOURKA CANYON ROAD, 20.4 METERS (66.9 FT) GT1793'EAST FROM THE CENTER OF A TRACK ROAD, 16.6 METERS (54.5 FT) WEST FROM GT1793'A FENCE AND 0.3 METER (1.0 FT) EAST FROM A WITNESS POST. LOWER THAN GT1793'THE STATION. REFERENCE MARK 3 IS A STANDARD CGS DISK, GT1793'STAMPED--KEARSARGE 1952 NO 3 1974--, SET INTO THE TOP OF A ROUND GT1793'CONCRETE MONUMENT, 30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 29 GT1793'METERS (95.1 FT) SOUTH FROM THE CENTER OF MAZOURKA CANYON ROAD, 24.1 GT1793'METERS (79.1 FT) WEST FROM A FENCE, 15.5 METERS (50.9 FT) EAST FROM GT1793'THE CENTER OF A TRACK ROAD AND 5.43 METERS (17.81 FT) NORTH FROM A GT1793'WITNESS POST. LOWER THAN THE STATION. AZIMUTH MARK NO 1 IS A STANDARD GT1793'CGS DISK STAMPED--KEARSARGE 1952--, SET INTO THE TOP OF THE CONCRETE GT1793'FOUNDATION PIER OF THE SOUTH LEG OF STEEL TOWER NUMBER 60-4. THE PIER GT1793'PROJECTS ABOUT 30 CM. LOCATED 16.46 METERS (54.00 FT) NORTH-NORTHWEST GT1793'FROM THE CENTER OF MAZOURKA CANYON ROAD, 14.94 METERS (49.02 FT) GT1793'EAST-NORTHEAST FROM THE CENTER OF THE POWERLINE ROAD AND 0.12 METER GT1793'(0.39 FT) SOUTH-SOUTHEAST FROM THE TOWER LEG. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2153 *********************************************************************** GT2153 DESIGNATION - KEARSARGE RM 3 GT2153 PID - GT2153 GT2153 STATE/COUNTY- CA/INYO GT2153 USGS QUAD - BEE SPRINGS CANYON (1994) GT2153 GT2153 *CURRENT SURVEY CONTROL GT2153 ___________________________________________________________________ GT2153* NAD 83(1986)- 36 48 23. (N) 118 07 03. (W) SCALED GT2153* NAVD 88 - 1147.73 (meters) 3765.5 (feet) RESET GT2153 ___________________________________________________________________ GT2153 GEOID HEIGHT- -26.69 (meters) GEOID99 GT2153 GT2153 VERT ORDER - THIRD GT2153 GT2153.The horizontal coordinates were scaled from a topographic map and have GT2153.an estimated accuracy of +/- 6 seconds. GT2153 GT2153.The orthometric height was computed from unverified reset data. GT2153.No vertical observational check was made to the station. GT2153 GT2153.The geoid height was determined by GEOID99. GT2153 GT2153; North East Units Estimated Accuracy GT2153;SPC CA 4 - 663,820. 2,078,750. MT (+/- 180 meters Scaled) GT2153 GT2153 SUPERSEDED SURVEY CONTROL GT2153 GT2153 NGVD 29 - 1146.65 (m) 3762.0 (f) RESET 3 GT2153 GT2153.Superseded values are not recommended for survey control. GT2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2153.See file dsdata.txt to determine how the superseded data were derived. GT2153 GT2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA003739(NAD 83) GT2153_MARKER: DR = REFERENCE MARK DISK GT2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2153_STAMPING: KEARSARGE 1952 NO 3 1974 GT2153_MARK LOGO: NGS GT2153_PROJECTION: FLUSH GT2153_MAGNETIC: N = NO MAGNETIC MATERIAL GT2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2153+STABILITY: SURFACE MOTION GT2153 GT2153 HISTORY - Date Condition Report By GT2153 HISTORY - 1974 MONUMENTED NGS GT2153 HISTORY - 19840714 GOOD NGS GT2153 HISTORY - 19840717 GOOD NGS GT2153 GT2153 STATION DESCRIPTION GT2153 GT2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2153'0.6 KM (0.35 MI) SOUTH ALONG US HIGHWAY 395 FROM THE INTERSECTION OF GT2153'MARKET STREET AT THE POST OFFICE IN INDEPENDENCE, THAN 7.1 KM (4.40 GT2153'MI) EAST ALONG MAZOURKA CANYON ROAD, 29 METERS (95.1 FT) SOUTH FROM GT2153'THE CENTER OF MAZOURKA CANYON ROAD, 24.1 METERS (79.1 FT) WEST FROM A GT2153'FENCE, 15.5 METERS (50.9 FT) EAST FROM THE CENTER OF A TRACK ROAD, GT2153'5.43 METERS (17.81 FT) NORTH FROM A WITNESS POST, IN THE TOP OF A GT2153'CONCRETE POST THAT IS FLUSH WITH THE GROUND. GT2153 GT2153 STATION RECOVERY (1984) GT2153 GT2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GT2153'REFERENCE MARK 3 IS A STANDARD CGS DISK, SET INTO THE TOP OF A ROUND GT2153'CONCRETE MONUMENT, 30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 29 GT2153'METERS (95.1 FT) SOUTH FROM THE CENTER OF MAZOURKA CANYON ROAD, 24.1 GT2153'METERS (79.1 FT) WEST FROM A FENCE, 15.5 METERS (50.9 FT) EAST FROM GT2153'THE CENTER OF A TRACK ROAD AND 5.43 METERS (17.81 FT) NORTH FROM A GT2153'WITNESS POST. LOWER THAN THE STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GS0953 *********************************************************************** GS0953 DESIGNATION - L 671 RESET GS0953 PID - GS0953 GS0953 STATE/COUNTY- CA/INYO GS0953 USGS QUAD - FURNACE CREEK (1988) GS0953 GS0953 *CURRENT SURVEY CONTROL GS0953 ___________________________________________________________________ GS0953* NAD 83(1986)- 36 28 13. (N) 116 52 03. (W) SCALED GS0953* NAVD 88 - -67.52 (+/-2cm) -221.5 (feet) VERTCON GS0953 ___________________________________________________________________ GS0953 GEOID HEIGHT- -29.40 (meters) GEOID99 GS0953 GS0953 VERT ORDER - THIRD (See Below) GS0953 GS0953.The horizontal coordinates were scaled from a topographic map and have GS0953.an estimated accuracy of +/- 6 seconds. GS0953 GS0953.The NAVD 88 height was computed by applying the VERTCON shift value to GS0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GS0953.The vertical order pertains to the superseded datum. GS0953 GS0953.The geoid height was determined by GEOID99. GS0953 GS0953; North East Units Estimated Accuracy GS0953;SPC CA 4 - 628,280. 2,191,100. MT (+/- 180 meters Scaled) GS0953 GS0953 SUPERSEDED SURVEY CONTROL GS0953 GS0953 NGVD 29 - -68.27 (m) -224.0 (f) RESET 3 GS0953 GS0953.Superseded values are not recommended for survey control. GS0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GS0953.See file dsdata.txt to determine how the superseded data were derived. GS0953 GS0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNA118361(NAD 83) GS0953_MARKER: DV = VERTICAL CONTROL DISK GS0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GS0953_STAMPING: L 671 RESET 1980 GS0953_MARK LOGO: NGS GS0953_MAGNETIC: N = NO MAGNETIC MATERIAL GS0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GS0953+STABILITY: SURFACE MOTION GS0953 GS0953 HISTORY - Date Condition Report By GS0953 HISTORY - 1980 MONUMENTED CADT GS0953 GS0953 STATION DESCRIPTION GS0953 GS0953'DESCRIBED BY CALTRANS 1980 GS0953'0.7 MILE (1.1 KM) NORTHWEST OF THE ENTRANCE TO THE HEADQUARTERS OF GS0953'DEATH VALLEY NATIONAL MONUMENT ALONG STATE HIGHWAY 190, 102 FEET GS0953'(31.1 M) WEST OF CENTER LINE OF HIGHWAY AND 2.5 FEET (0.8 M) EAST OF GS0953'4 INCH BY 4 INCH WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE GS0953'POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4848 *********************************************************************** AE4848 DESIGNATION - S 1164 RESET AE4848 PID - AE4848 AE4848 STATE/COUNTY- CA/INYO AE4848 USGS QUAD - INDEPENDENCE (1994) AE4848 AE4848 *CURRENT SURVEY CONTROL AE4848 ___________________________________________________________________ AE4848* NAD 83(1986)- 36 48 35. (N) 118 12 16. (W) SCALED AE4848* NAVD 88 - 1189.84 (meters) 3903.7 (feet) RESET AE4848 ___________________________________________________________________ AE4848 GEOID HEIGHT- -26.39 (meters) GEOID99 AE4848 AE4848 VERT ORDER - THIRD AE4848 AE4848.The horizontal coordinates were scaled from a topographic map and have AE4848.an estimated accuracy of +/- 6 seconds. AE4848 AE4848.The orthometric height was computed from unverified reset data. AE4848 AE4848.The geoid height was determined by GEOID99. AE4848 AE4848; North East Units Estimated Accuracy AE4848;SPC CA 4 - 664,120. 2,070,990. MT (+/- 180 meters Scaled) AE4848 AE4848 SUPERSEDED SURVEY CONTROL AE4848 AE4848.No superseded survey control is available for this station. AE4848 AE4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA925744(NAD 83) AE4848_MARKER: DV = VERTICAL CONTROL DISK AE4848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE4848_STAMPING: S 1164 1997 AE4848_MARK LOGO: NGS AE4848_MAGNETIC: N = NO MAGNETIC MATERIAL AE4848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE4848+STABILITY: SURFACE MOTION AE4848 AE4848 HISTORY - Date Condition Report By AE4848 HISTORY - 1997 MONUMENTED CADT AE4848 AE4848 STATION DESCRIPTION AE4848 AE4848'DESCRIBED BY CALTRANS 1997 (KR) AE4848'0.4 MILE (0.6 KM) NORTHWEST FROM INDEPENDENCE, 0.45 MILE (0.72 KM) AE4848'NORTHWEST ALONG US HIGHWAYS 395 AND 6 FROM THE COUNTY COURTHOUSE AT AE4848'INDEPENDENCE. AT THE MAIN ENTRANCE TO THE INDEPENDENCE AIRPORT, IN A AE4848'EAST-WEST ROW OF TREES, 111.5 FEET (34.0 M) EAST OF THE CENTERLINE OF AE4848'THE HIGHWAY, 73.0 FEET (22.3 M) SOUTH-SOUTHEAST OF THE CENTER OF THE AE4848'ENTRANCE OF THE AIRPORT, 85.0 FEET (25.9 M) EAST OF POWER POLE NO. AE4848'XP4-102 WITH A GUY WIRE, 1.6 FEET (0.5 M) NORTH-NORTHEAST OF A FENCE, AE4848'1.6 FEET (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF AE4848'A CONCRETE POST PROJECTING 0.5 FOOT (15.2 CM) ABOVE THE GROUND. N 88 AE4848'DEGREES W 74.7 FEET (22.8 M) TO TOP OF FIRE HYDRANT, S 66 DEGREES W AE4848'111.5 FEET (34.0 M) TO POWER POLE NO. XP4-102 WITH GUY WIRE, N 56 AE4848'DEGREES E 66.7 FEET (20.3 M) TO POWER POLE NO. M26380V WITH GUY WIRE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR0305 *********************************************************************** HR0305 DESIGNATION - S 203 RESET HR0305 PID - HR0305 HR0305 STATE/COUNTY- CA/INYO HR0305 USGS QUAD - UHLMEYER SPRING (1994) HR0305 HR0305 *CURRENT SURVEY CONTROL HR0305 ___________________________________________________________________ HR0305* NAD 83(1986)- 37 14 30. (N) 118 11 45. (W) SCALED HR0305* NAVD 88 - 1763.89 (meters) 5787.0 (feet) RESET HR0305 ___________________________________________________________________ HR0305 GEOID HEIGHT- -25.83 (meters) GEOID99 HR0305 HR0305 VERT ORDER - THIRD HR0305 HR0305.The horizontal coordinates were scaled from a topographic map and have HR0305.an estimated accuracy of +/- 6 seconds. HR0305 HR0305.The orthometric height was computed from unverified reset data. HR0305 HR0305.The geoid height was determined by GEOID99. HR0305 HR0305; North East Units Estimated Accuracy HR0305;SPC CA 4 - 712,060. 2,071,350. MT (+/- 180 meters Scaled) HR0305 HR0305 SUPERSEDED SURVEY CONTROL HR0305 HR0305 NGVD 29 - 1762.70 (m) 5783.1 (f) RESET 3 HR0305 HR0305.Superseded values are not recommended for survey control. HR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0305.See file dsdata.txt to determine how the superseded data were derived. HR0305 HR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB939223(NAD 83) HR0305_MARKER: DB = BENCH MARK DISK HR0305_SETTING: 66 = SET IN ROCK OUTCROP HR0305_STAMPING: S 203 RESET 1940 HR0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR0305+STABILITY: POSITION/ELEVATION WELL HR0305 HR0305 HISTORY - Date Condition Report By HR0305 HISTORY - 1940 MONUMENTED CADH HR0305 HISTORY - 1984 MARK NOT FOUND USGS HR0305 HISTORY - 1984 MARK NOT FOUND USGS HR0305 HR0305 STATION DESCRIPTION HR0305 HR0305'DESCRIBED BY CA DIV OF HIGHWAYS 1940 HR0305'8 MI NE FROM BIGPINE. HR0305'8 MILES NORTHEAST ALONG THE ROAD LEADING TO GOLDFIELD, NEVADA, HR0305'FROM BIGPINE, INYO COUNTY, IN THE TOP OF A ROCK OUTCROP, AND HR0305'6 FEET FROM A CALIFORNIA STATE HIGHWAY COMMISSION BENCH MARK HR0305'DESCRIBED BELOW. A STANDARD DISK, STAMPED S 203 RESET 1940. HR0305 HR0305 STATION RECOVERY (1984) HR0305 HR0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 HR0305'MARK NOT FOUND. HR0305 HR0305 STATION RECOVERY (1984) HR0305 HR0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 HR0305'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2905 *********************************************************************** HR2905 DESIGNATION - SINK 2 RM 3 HR2905 PID - HR2905 HR2905 STATE/COUNTY- CA/INYO HR2905 USGS QUAD - BIG PINE (1994) HR2905 HR2905 *CURRENT SURVEY CONTROL HR2905 ___________________________________________________________________ HR2905* NAD 83(1986)- 37 11 43. (N) 118 18 41. (W) SCALED HR2905* NAVD 88 - 1207.97 (meters) 3963.1 (feet) RESET HR2905 ___________________________________________________________________ HR2905 GEOID HEIGHT- -26.01 (meters) GEOID99 HR2905 HR2905 VERT ORDER - THIRD HR2905 HR2905.The horizontal coordinates were scaled from a topographic map and have HR2905.an estimated accuracy of +/- 6 seconds. HR2905 HR2905.The orthometric height was computed from unverified reset data. HR2905.No vertical observational check was made to the station. HR2905 HR2905.The geoid height was determined by GEOID99. HR2905 HR2905; North East Units Estimated Accuracy HR2905;SPC CA 4 - 706,830. 2,061,140. MT (+/- 180 meters Scaled) HR2905 HR2905 SUPERSEDED SURVEY CONTROL HR2905 HR2905.No superseded survey control is available for this station. HR2905 HR2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB836173(NAD 83) HR2905_MARKER: DR = REFERENCE MARK DISK HR2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR2905_STAMPING: SINK 2 NO 3 1984 HR2905_MARK LOGO: NGS HR2905_MAGNETIC: N = NO MAGNETIC MATERIAL HR2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR2905+STABILITY: SURFACE MOTION HR2905 HR2905 HISTORY - Date Condition Report By HR2905 HISTORY - 1984 MONUMENTED NGS HR2905 HR2905 STATION DESCRIPTION HR2905 HR2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 HR2905'2.45 MILES (3.94 KM) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE HR2905'IN BIG PINE, 26.6 FEET (8.1 M) EAST OF 395 RIGHT OF WAY FENCE, 29.9 HR2905'FEET (9.1 M) NORTHWEST OF A WITNESS POST, 3 FEET (0.9 M) SOUTH OF A HR2905'FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 15 CM. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR2906 *********************************************************************** HR2906 DESIGNATION - SINK 2 RM 4 HR2906 PID - HR2906 HR2906 STATE/COUNTY- CA/INYO HR2906 USGS QUAD - BIG PINE (1994) HR2906 HR2906 *CURRENT SURVEY CONTROL HR2906 ___________________________________________________________________ HR2906* NAD 83(1986)- 37 11 43. (N) 118 18 41. (W) SCALED HR2906* NAVD 88 - 1207.83 (meters) 3962.7 (feet) RESET HR2906 ___________________________________________________________________ HR2906 GEOID HEIGHT- -26.01 (meters) GEOID99 HR2906 HR2906 VERT ORDER - THIRD HR2906 HR2906.The horizontal coordinates were scaled from a topographic map and have HR2906.an estimated accuracy of +/- 6 seconds. HR2906 HR2906.The orthometric height was computed from unverified reset data. HR2906.No vertical observational check was made to the station. HR2906 HR2906.The geoid height was determined by GEOID99. HR2906 HR2906; North East Units Estimated Accuracy HR2906;SPC CA 4 - 706,830. 2,061,140. MT (+/- 180 meters Scaled) HR2906 HR2906 SUPERSEDED SURVEY CONTROL HR2906 HR2906.No superseded survey control is available for this station. HR2906 HR2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB836173(NAD 83) HR2906_MARKER: DR = REFERENCE MARK DISK HR2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR2906_STAMPING: SINK 2 NO 4 1984 HR2906_MARK LOGO: NGS HR2906_MAGNETIC: N = NO MAGNETIC MATERIAL HR2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR2906+STABILITY: SURFACE MOTION HR2906 HR2906 HISTORY - Date Condition Report By HR2906 HISTORY - 1984 MONUMENTED NGS HR2906 HR2906 STATION DESCRIPTION HR2906 HR2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 HR2906'4 KM (2.50 MI) NORTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN BIG HR2906'PINE, 19.1 METERS (62.7 FT) EAST OF 395 RIGHT OF WAY FENCE, 8 METERS HR2906'(26.2 FT) NORTHEAST OF A WITNESS POST, 1 METER (3.3 FT) SOUTH OF A HR2906'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 15 CM. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2152 *********************************************************************** GT2152 DESIGNATION - T 1161 RESET GT2152 PID - GT2152 GT2152 STATE/COUNTY- CA/INYO GT2152 USGS QUAD - MT LANGLEY (1994) GT2152 GT2152 *CURRENT SURVEY CONTROL GT2152 ___________________________________________________________________ GT2152* NAD 83(1986)- 36 35 42. (N) 118 09 29. (W) SCALED GT2152* NAVD 88 - 1621.17 (meters) 5318.8 (feet) RESET GT2152 ___________________________________________________________________ GT2152 GEOID HEIGHT- -26.31 (meters) GEOID99 GT2152 GT2152 VERT ORDER - THIRD GT2152 GT2152.The horizontal coordinates were scaled from a topographic map and have GT2152.an estimated accuracy of +/- 6 seconds. GT2152 GT2152.The orthometric height was computed from unverified reset data. GT2152.No vertical observational check was made to the station. GT2152 GT2152.The geoid height was determined by GEOID99. GT2152 GT2152; North East Units Estimated Accuracy GT2152;SPC CA 4 - 640,330. 2,075,330. MT (+/- 180 meters Scaled) GT2152 GT2152 SUPERSEDED SURVEY CONTROL GT2152 GT2152 NGVD 29 - 1620.03 (m) 5315.0 (f) RESET 3 GT2152 GT2152.Superseded values are not recommended for survey control. GT2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2152.See file dsdata.txt to determine how the superseded data were derived. GT2152 GT2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA964505(NAD 83) GT2152_MARKER: DV = VERTICAL CONTROL DISK GT2152_SETTING: 80 = SET IN A BOULDER GT2152_STAMPING: T 1161 RESET 1984 GT2152_MARK LOGO: NGS GT2152_MAGNETIC: N = NO MAGNETIC MATERIAL GT2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2152+STABILITY: SURFACE MOTION GT2152 GT2152 HISTORY - Date Condition Report By GT2152 HISTORY - 1984 MONUMENTED NGS GT2152 GT2152 STATION DESCRIPTION GT2152 GT2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2152'8.9 KM (5.55 MI) WEST ALONG WHITNEY-PORTAL ROAD FROM ITS JUNCTION GT2152'WITH US HIGHWAY 395, 0.2 KM (0.10 MI) EAST OF RANGER STATION ROAD, GT2152'33.2 METERS (108.9 FT) NORTH OF WHITNEY PORTAL ROAD, 1.52 METERS GT2152'(4.99 FT) WEST OF A METAL WITNESS POST, 0.61 METERS (2.00 FT) NORTH GT2152'OF A CARSONITE WITNESS POST, IN THE TOP OF A 4 FEET (1.2 M) BY 7 FEET GT2152'(2.1 M) GRANITE BOULDER THAT PROJECTS ABOUT 1.5 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1752 *********************************************************************** GT1752 DESIGNATION - V 1164 RESET GT1752 PID - GT1752 GT1752 STATE/COUNTY- CA/INYO GT1752 USGS QUAD - INDEPENDENCE (1994) GT1752 GT1752 *CURRENT SURVEY CONTROL GT1752 ___________________________________________________________________ GT1752* NAD 83(1986)- 36 48 34. (N) 118 12 23. (W) SCALED GT1752* NAVD 88 - 1196.197 (meters) 3924.52 (feet) ADJUSTED GT1752 ___________________________________________________________________ GT1752 GEOID HEIGHT- -26.37 (meters) GEOID99 GT1752 DYNAMIC HT - 1194.821 (meters) 3920.01 (feet) COMP GT1752 MODELED GRAV- 979,441.5 (mgal) NAVD 88 GT1752 GT1752 VERT ORDER - FIRST CLASS II GT1752 GT1752.The horizontal coordinates were scaled from a topographic map and have GT1752.an estimated accuracy of +/- 6 seconds. GT1752 GT1752.The orthometric height was determined by differential leveling GT1752.and adjusted by the National Geodetic Survey in June 1991. GT1752 GT1752.The geoid height was determined by GEOID99. GT1752 GT1752.The dynamic height is computed by dividing the NAVD 88 GT1752.geopotential number by the normal gravity value computed on the GT1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GT1752.degrees latitude (g = 980.6199 gals.). GT1752 GT1752.The modeled gravity was interpolated from observed gravity values. GT1752 GT1752; North East Units Estimated Accuracy GT1752;SPC CA 4 - 664,090. 2,070,810. MT (+/- 180 meters Scaled) GT1752 GT1752 SUPERSEDED SURVEY CONTROL GT1752 GT1752 NGVD 29 - 1195.07 (m) 3920.8 (f) RESET 3 GT1752 GT1752.Superseded values are not recommended for survey control. GT1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1752.See file dsdata.txt to determine how the superseded data were derived. GT1752 GT1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA923744(NAD 83) GT1752_MARKER: DB = BENCH MARK DISK GT1752_SETTING: 80 = SET IN A BOULDER GT1752_STAMPING: V 1164 RESET 1984 GT1752_MARK LOGO: NGS GT1752_PROJECTION: FLUSH GT1752_MAGNETIC: O = OTHER; SEE DESCRIPTION GT1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1752+STABILITY: SURFACE MOTION GT1752 GT1752 HISTORY - Date Condition Report By GT1752 HISTORY - 19840613 MONUMENTED NGS GT1752 HISTORY - 1987 GOOD NGS GT1752 GT1752 STATION DESCRIPTION GT1752 GT1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) GT1752'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF INDEPENDENCE, 0.2 KM GT1752'(0.10 MI) WEST OF THE INDEPENDENCE AIRPORT. TO REACH THE STATION FROM GT1752'THE INTERSECTION OF MARKET STREET AND U.S. HIGHWAY 395 AT THE POST GT1752'OFFICE IN INDEPENDENCE GO NORTH ON 395 FOR 0.8 KM (0.50 MI) TO THE GT1752'INDEPENDENCE AIRPORT ON THE RIGHT AND TRIANGULATION STATION CAMERA GT1752'POST 2 ON THE LEFT. PACK WEST FOR 0.2 KM (0.10 MI) TO THE STATION. GT1752'SET INTO THE TOP OF A GRANITE BOULDER THAT PROJECTS ABOUT 3 FEET. GT1752'(0.9 M) LOCATED 184 METERS (603.7 FT) FROM U.S. HIGHWAY 395. SET INTO GT1752'THE TOP OF A GRANITE BOULDER THAT IS ABOUT 4X6 FT AND PROJECTS 3 FEET GT1752'(0.9 M) AND IS THE HIGHEST BOULDER IN THIS GROUP OF BOULDERS. LOCATED GT1752'1 METER (3.3 FT) WEST FROM A WITNESS POST. TO REACH THE STATION, PACK GT1752'WEST FOR 0.31 KM (0.20 MI) TO THE HIGHEST BOULDER IN A GROUP OF GT1752'BOULDERS. GT1752 GT1752 STATION RECOVERY (1987) GT1752 GT1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 GT1752'1.0 KM (0.60 MI) NW FROM INDEPENDENCE. GT1752'0.08 KM (0.05 MI) NORTHWEST ALONG US HIGHWAY 395 FROM THE INYO COUNTY GT1752'COURTHOUSE IN INDEPENDENCE, THENCE 0.2 KM (0.10 MI) SOUTHWEST AND GT1752'ACROSS COUNTRY TO A ROCKY KNOLL, ABOUT 59 M (193.6 FT) EAST-NORTHEAST GT1752'OF THE MARK--W 1164, ABOUT 46 M (150.9 FT) WEST OF A FENCE, IN THE GT1752'TOP OF A LARGE GRANITE BOULDER THAT PROJECTS ABOUT 2.5 FT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2154 *********************************************************************** GT2154 DESIGNATION - V 44 RESET GT2154 PID - GT2154 GT2154 STATE/COUNTY- CA/INYO GT2154 USGS QUAD - UNION WASH (1993) GT2154 GT2154 *CURRENT SURVEY CONTROL GT2154 ___________________________________________________________________ GT2154* NAD 83(1992)- 36 37 37.72057(N) 118 00 52.64747(W) ADJUSTED GT2154* NAVD 88 - 1124.62 (meters) 3689.7 (feet) RESET GT2154 ___________________________________________________________________ GT2154 EPOCH DATE - 1991.35 GT2154 LAPLACE CORR- 1.20 (seconds) DEFLEC99 GT2154 GEOID HEIGHT- -27.20 (meters) GEOID99 GT2154 GT2154 HORZ ORDER - SECOND GT2154 VERT ORDER - THIRD GT2154 GT2154.The horizontal coordinates were established by classical geodetic methods GT2154.and adjusted by the National Geodetic Survey in March 1994. GT2154.The horizontal coordinates are valid at the epoch date displayed above. GT2154.The epoch date for horizontal control is a decimal equivalence GT2154.of Year/Month/Day. GT2154 GT2154.The orthometric height was computed from unverified reset data. GT2154 GT2154.The Laplace correction was computed from DEFLEC99 derived deflections. GT2154 GT2154.The geoid height was determined by GEOID99. GT2154 GT2154; North East Units Scale Converg. GT2154;SPC CA 4 - 644,015.222 2,088,129.576 MT 0.99994076 +0 35 16.3 GT2154;SPC CA 4 - 2,112,906.61 6,850,805.12 sFT 0.99994076 +0 35 16.3 GT2154;UTM 11 - 4,053,990.854 409,282.455 MT 0.99970139 -0 36 19.3 GT2154 GT2154: Primary Azimuth Mark Grid Az GT2154:SPC CA 4 - W 44 063 18 00.7 GT2154:UTM 11 - W 44 064 29 36.3 GT2154 GT2154|---------------------------------------------------------------------| GT2154| PID Reference Object Distance Geod. Az | GT2154| dddmmss.s | GT2154| GT0180 W 44 0635317.0 | GT2154| GT0182 V 44 RM 2 5.940 METERS 08141 | GT2154| GT0183 V 44 RM 1 6.962 METERS 34330 | GT2154|---------------------------------------------------------------------| GT2154 GT2154 SUPERSEDED SURVEY CONTROL GT2154 GT2154 NAD 83(1986)- 36 37 37.71488(N) 118 00 52.64061(W) AD(1984.00) 2 GT2154 NGVD 29 - 1123.54 (m) 3686.1 (f) RESET 3 GT2154 GT2154.Superseded values are not recommended for survey control. GT2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2154.See file dsdata.txt to determine how the superseded data were derived. GT2154 GT2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA0928253991(NAD 83) GT2154_MARKER: DV = VERTICAL CONTROL DISK GT2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2154_STAMPING: V 44 RESET 1984 GT2154_MARK LOGO: NGS GT2154_PROJECTION: FLUSH GT2154_MAGNETIC: N = NO MAGNETIC MATERIAL GT2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2154+STABILITY: SURFACE MOTION GT2154 GT2154 HISTORY - Date Condition Report By GT2154 HISTORY - 1984 MONUMENTED NGS GT2154 HISTORY - 19840712 GOOD NGS GT2154 GT2154 STATION DESCRIPTION GT2154 GT2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2154'5.4 KM (3.35 MI) EAST ALONG LONE PINE NARROW GAUGE ROAD FROM ITS GT2154'JUNCTION WITH US HIGHWAY 395, THEN 1.4 KM (0.85 MI) SOUTH ALONG LONE GT2154'PINE OWENYO ROAD, 65.5 METERS (214.9 FT) EAST FROM THE CENTER OF A GT2154'DIAGONAL CROSSROADS, 3.35 METERS (10.99 FT) SOUTHWEST FROM A WITNESS GT2154'POST, 6.2 KM (3.85 MI) SOUTH FROM BM S 1163. GT2154 GT2154 STATION RECOVERY (1984) GT2154 GT2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) GT2154'THE STATION WAS FOUND WITH THE DISK MISSING. REFERENCE MARKS 1, 2 AND GT2154'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. A NEW DISK WAS SET GT2154'IN THE POST. THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS GT2154'DISAGREED BY A LARGE AMOUNT AND THE POSITION IS QUESTIONABLE. THE GT2154'MARK WAS LEFT IN PLACE FOR ITS VERTICAL VALUE. THE STATION IS A GT2154'STANDARD NGS DISK STAMPED--V 44 RESET 1984--, SET INTO THE TOP OF A GT2154'SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GT2154'GROUND. LOCATED 65.5 METERS (214.9 FT) EAST FROM THE INTERSECTION, GT2154'CENTER OF THE DIAGONAL CROSSROADS, FROM THE CENTER OF AN ABANDONED GT2154'RAILROAD GRADE, 3.35 METERS (10.99 FT) SOUTHWEST FROM A WITNESS POST GT2154'AND NORTH FROM THE CENTER OF THE ROAD. REFERENCE MARK NO 1 IS A GT2154'STANDARD CGS DISK, STAMPED--BENCH MARK V 44 NO 1 1950--, LOCATED 6.4 GT2154'METERS (21.0 FT) NORTHWEST FROM A WITNESS POST. REFERENCE MARK NO 2 IS GT2154'A STANDARD CGS DISK, STAMPED--BENCH MARK V 44 NO 2 1950--, SET INTO GT2154'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER PROJECTING 15 GT2154'CM ABOVE THE GROUND. LOCATED 3.81 METERS) (12.50 FT) SOUTHEAST FROM A GT2154'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9733 *********************************************************************** AA9733 DESIGNATION - Y 1376 RESET AA9733 PID - AA9733 AA9733 STATE/COUNTY- CA/INYO AA9733 USGS QUAD - HAIWEE RESERVOIRS (1994) AA9733 AA9733 *CURRENT SURVEY CONTROL AA9733 ___________________________________________________________________ AA9733* NAD 83(1986)- 36 10 00. (N) 117 58 41. (W) SCALED AA9733* NAVD 88 - 1227.41 (meters) 4026.9 (feet) RESET AA9733 ___________________________________________________________________ AA9733 GEOID HEIGHT- -28.06 (meters) GEOID99 AA9733 AA9733 VERT ORDER - THIRD AA9733 AA9733.The horizontal coordinates were scaled from a topographic map and have AA9733.an estimated accuracy of +/- 6 seconds. AA9733 AA9733.The orthometric height was computed from unverified reset data. AA9733 AA9733.The geoid height was determined by GEOID99. AA9733 AA9733; North East Units Estimated Accuracy AA9733;SPC CA 4 - 592,960. 2,091,940. MT (+/- 180 meters Scaled) AA9733 AA9733 SUPERSEDED SURVEY CONTROL AA9733 AA9733.No superseded survey control is available for this station. AA9733 AA9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA120028(NAD 83) AA9733_MARKER: DV = VERTICAL CONTROL DISK AA9733_SETTING: 66 = SET IN ROCK OUTCROP AA9733_STAMPING: Y 1376 RESET 1992 AA9733_MARK LOGO: NGS AA9733_MAGNETIC: N = NO MAGNETIC MATERIAL AA9733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA9733+STABILITY: POSITION/ELEVATION WELL AA9733 AA9733 HISTORY - Date Condition Report By AA9733 HISTORY - 1992 MONUMENTED CADT AA9733 AA9733 STATION DESCRIPTION AA9733 AA9733'DESCRIBED BY CALTRANS 1992 (MA) AA9733'13.02 KM (8.10 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN AA9733'OLANCHA, IN THE WEST EDGE OF IMBEDDED BOULDER, PROJECTING 1 FOOT (0.3 AA9733'M) ABOVE SURFACE OF GROUND, 30 M (98.4 FT) WEST OF THE SOUTH BOUND AA9733'HIGHWAY CENTERLINE, AND 1.0 M (3.3 FT) BELOW THE HEIGHT OF THE AA9733'HIGHWAY. 26.0 FEET (7.9 M) EAST OF A 4 FOOT (1.2 M) BARB-WIRE AA9733'RIGHT-OF-WAY FENCE, 39.0 FEET (11.9 M) NORTH OF A RP 1 WITH METAL AA9733'MONUMENT POST, 58.0 FEET (17.7 M) NORTH TO A CADT STATION STAMPED R/W AA9733'P.O.T. 199.96 LT, 743+4806 P.O.T., AND 81 FEET (24.7 M) NORTH TO TWO AA9733'BURIED CABLE BOXES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2149 *********************************************************************** GT2149 DESIGNATION - Y 43 RESET GT2149 PID - GT2149 GT2149 STATE/COUNTY- CA/INYO GT2149 USGS QUAD - MT LANGLEY (1994) GT2149 GT2149 *CURRENT SURVEY CONTROL GT2149 ___________________________________________________________________ GT2149* NAD 83(1986)- 36 35 41. (N) 118 08 54. (W) SCALED GT2149* NAVD 88 - 1559.38 (meters) 5116.1 (feet) RESET GT2149 ___________________________________________________________________ GT2149 GEOID HEIGHT- -26.41 (meters) GEOID99 GT2149 GT2149 VERT ORDER - THIRD GT2149 GT2149.The horizontal coordinates were scaled from a topographic map and have GT2149.an estimated accuracy of +/- 6 seconds. GT2149 GT2149.The orthometric height was computed from unverified reset data. GT2149.No vertical observational check was made to the station. GT2149 GT2149.The geoid height was determined by GEOID99. GT2149 GT2149; North East Units Estimated Accuracy GT2149;SPC CA 4 - 640,300. 2,076,200. MT (+/- 180 meters Scaled) GT2149 GT2149 SUPERSEDED SURVEY CONTROL GT2149 GT2149 NGVD 29 - 1558.25 (m) 5112.4 (f) RESET 3 GT2149 GT2149.Superseded values are not recommended for survey control. GT2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2149.See file dsdata.txt to determine how the superseded data were derived. GT2149 GT2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA972505(NAD 83) GT2149_MARKER: DV = VERTICAL CONTROL DISK GT2149_SETTING: 80 = SET IN A BOULDER GT2149_STAMPING: Y 43 RESET 1984 GT2149_MARK LOGO: NGS GT2149_MAGNETIC: N = NO MAGNETIC MATERIAL GT2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2149+STABILITY: SURFACE MOTION GT2149 GT2149 HISTORY - Date Condition Report By GT2149 HISTORY - 1984 MONUMENTED NGS GT2149 GT2149 STATION DESCRIPTION GT2149 GT2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GT2149'4.95 MILES (7.97 KM) WEST ALONG WHITNEY-PORTAL ROAD FROM ITS JUNCTION GT2149'WITH US HIGHWAY 395, 90 FEET (27.4 M) SOUTH OF THE CENTER OF THE GT2149'ROAD, ABOUT 15 FEET (4.6 M) SOUTH OF TWO 6 FEET (1.8 M) HIGH GT2149'BOULDERS, 3 FEET (0.9 M) NORTH OF A WITNESS POST, IN THE TOP OF A 5 GT2149'FEET (1.5 M) BY 8 FEET (2.4 M) GRANITE BOULDER THAT PROJECTS ABOUT 3 GT2149'FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9734 *********************************************************************** AA9734 DESIGNATION - Z 1376 RESET AA9734 PID - AA9734 AA9734 STATE/COUNTY- CA/INYO AA9734 USGS QUAD - HAIWEE RESERVOIRS (1994) AA9734 AA9734 *CURRENT SURVEY CONTROL AA9734 ___________________________________________________________________ AA9734* NAD 83(1986)- 36 10 51. (N) 117 58 41. (W) SCALED AA9734* NAVD 88 - 1246.79 (meters) 4090.5 (feet) RESET AA9734 ___________________________________________________________________ AA9734 GEOID HEIGHT- -28.05 (meters) GEOID99 AA9734 AA9734 VERT ORDER - THIRD AA9734 AA9734.The horizontal coordinates were scaled from a topographic map and have AA9734.an estimated accuracy of +/- 6 seconds. AA9734 AA9734.The orthometric height was computed from unverified reset data. AA9734 AA9734.The geoid height was determined by GEOID99. AA9734 AA9734; North East Units Estimated Accuracy AA9734;SPC CA 4 - 594,530. 2,091,930. MT (+/- 180 meters Scaled) AA9734 AA9734 SUPERSEDED SURVEY CONTROL AA9734 AA9734.No superseded survey control is available for this station. AA9734 AA9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMA120044(NAD 83) AA9734_MARKER: DV = VERTICAL CONTROL DISK AA9734_SETTING: 80 = SET IN A BOULDER AA9734_STAMPING: Z 1376 RESET 1992 AA9734_MARK LOGO: NGS AA9734_MAGNETIC: N = NO MAGNETIC MATERIAL AA9734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9734+STABILITY: SURFACE MOTION AA9734 AA9734 HISTORY - Date Condition Report By AA9734 HISTORY - 1992 MONUMENTED CADT AA9734 AA9734 STATION DESCRIPTION AA9734 AA9734'DESCRIBED BY CALTRANS 1992 (SS) AA9734'11.37 KM (7.05 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN AA9734'OLANCHA, IN THE NORTHWEST CORNER OF THE T-JUNCTION OF A DIRT ROAD AA9734'LEADING WEST, 76 M (249.3 FT) WEST OF THE SOUTH BOUND HIGHWAY AA9734'CENTERLINE, 18.2 M (59.7 FT) NORTHWEST FROM THE NORTH END OF A PILE OF AA9734'BOULDERS, AND 3 M (9.8 FT) NORTH OF THE CENTER OF THE DIRT ROAD. 90.0 AA9734'FEET (27.4 M) EASTERLY TO A 3X1X1 FOOT BURIED CABLE BOX, 110.0 FEET AA9734'(33.5 M) EAST TO THE CENTERLINE OF A PAVED FRONTAGE ROAD ON THE WEST AA9734'SIDE OF THE HIGHWAY, 125.0 FEET (38.1 M) EAST TO THE GUARD RAIL AA9734'BETWEEN SAID FRONTAGE ROAD AND SOUTH BOUND HIGHWAY 395, 250.0 FEET AA9734'(76.2 M) SOUTHERLY TO AN END SIGN AT THE END OF THE FRONTAGE ROAD.