1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1240 *********************************************************************** FT1240 DESIGNATION - A 1376 FT1240 PID - FT1240 FT1240 STATE/COUNTY- CA/INYO FT1240 USGS QUAD - PEARSONVILLE (1982) FT1240 FT1240 *CURRENT SURVEY CONTROL FT1240 ___________________________________________________________________ FT1240* NAD 83(1986)- 35 49 41. (N) 117 52 25. (W) SCALED FT1240* NAVD 88 - 780.260 (meters) 2559.90 (feet) ADJUSTED FT1240 ___________________________________________________________________ FT1240 GEOID HEIGHT- -29.68 (meters) GEOID99 FT1240 DYNAMIC HT - 779.395 (meters) 2557.07 (feet) COMP FT1240 MODELED GRAV- 979,499.3 (mgal) NAVD 88 FT1240 FT1240 VERT ORDER - FIRST CLASS II FT1240 FT1240.The horizontal coordinates were scaled from a topographic map and have FT1240.an estimated accuracy of +/- 6 seconds. FT1240 FT1240.The orthometric height was determined by differential leveling FT1240.and adjusted by the National Geodetic Survey in June 1991. FT1240 FT1240.The geoid height was determined by GEOID99. FT1240 FT1240.The dynamic height is computed by dividing the NAVD 88 FT1240.geopotential number by the normal gravity value computed on the FT1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1240.degrees latitude (g = 980.6199 gals.). FT1240 FT1240.The modeled gravity was interpolated from observed gravity values. FT1240 FT1240; North East Units Estimated Accuracy FT1240;SPC CA 4 - 555,490. 2,101,780. MT (+/- 180 meters Scaled) FT1240 FT1240 SUPERSEDED SURVEY CONTROL FT1240 FT1240.No superseded survey control is available for this station. FT1240 FT1240_MARKER: I = METAL ROD FT1240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FT1240_STAMPING: A 1376 1983 FT1240_MARK LOGO: NGS FT1240_PROJECTION: FLUSH FT1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1240+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1240_ROD/PIPE-DEPTH: 12.2 meters FT1240 FT1240 HISTORY - Date Condition Report By FT1240 HISTORY - 1983 MONUMENTED NGS FT1240 HISTORY - 20020821 GOOD CADT FT1240 FT1240 STATION DESCRIPTION FT1240 FT1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1240'22.8 KM (14.2 MI) NORTH FROM INYOKERN. FT1240'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1240'IN INYOKERN, THENCE 5.65 KM (3.55 MI) NORTH ALONG NEW US HIGHWAY 395, FT1240'15.9 METERS (52 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, FT1240'32.0 METERS (105 FT) SOUTHWEST OF POWER POLE 1849546E, 4.0 METERS FT1240'(13 FT) NORTH OF THE NORTH GATE POST FOR A GATE IN THE RIGHT OF WAY FT1240'FENCE AND 0.5 METER (1.5 FT) WEST OF THE RIGHT OF WAY FENCE. FT1240'THE MARK IS 0.4 METERS S FROM A WITNESS POST. FT1240'THE MARK IS 0.4 M BELOW THE HIGHWAY. FT1240 FT1240 STATION RECOVERY (2002) FT1240 FT1240'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1240'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1241 *********************************************************************** FT1241 DESIGNATION - B 1376 FT1241 PID - FT1241 FT1241 STATE/COUNTY- CA/INYO FT1241 USGS QUAD - PEARSONVILLE (1982) FT1241 FT1241 *CURRENT SURVEY CONTROL FT1241 ___________________________________________________________________ FT1241* NAD 83(1986)- 35 50 33. (N) 117 52 29. (W) SCALED FT1241* NAVD 88 - 785.191 (meters) 2576.08 (feet) ADJUSTED FT1241 ___________________________________________________________________ FT1241 GEOID HEIGHT- -29.60 (meters) GEOID99 FT1241 DYNAMIC HT - 784.318 (meters) 2573.22 (feet) COMP FT1241 MODELED GRAV- 979,497.2 (mgal) NAVD 88 FT1241 FT1241 VERT ORDER - FIRST CLASS II FT1241 FT1241.The horizontal coordinates were scaled from a topographic map and have FT1241.an estimated accuracy of +/- 6 seconds. FT1241 FT1241.The orthometric height was determined by differential leveling FT1241.and adjusted by the National Geodetic Survey in June 1991. FT1241 FT1241.The geoid height was determined by GEOID99. FT1241 FT1241.The dynamic height is computed by dividing the NAVD 88 FT1241.geopotential number by the normal gravity value computed on the FT1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1241.degrees latitude (g = 980.6199 gals.). FT1241 FT1241.The modeled gravity was interpolated from observed gravity values. FT1241 FT1241; North East Units Estimated Accuracy FT1241;SPC CA 4 - 557,090. 2,101,660. MT (+/- 180 meters Scaled) FT1241 FT1241 SUPERSEDED SURVEY CONTROL FT1241 FT1241.No superseded survey control is available for this station. FT1241 FT1241_MARKER: I = METAL ROD FT1241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FT1241_STAMPING: B 1376 1983 FT1241_MARK LOGO: NGS FT1241_PROJECTION: FLUSH FT1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FT1241+STABILITY: POSITION/ELEVATION WELL FT1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1241+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1241_ROD/PIPE-DEPTH: 10.6 meters FT1241 FT1241 HISTORY - Date Condition Report By FT1241 HISTORY - 1983 MONUMENTED NGS FT1241 HISTORY - 20020821 GOOD CADT FT1241 FT1241 STATION DESCRIPTION FT1241 FT1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1241'24.5 KM (15.2 MI) NORTH FROM INYOKERN. FT1241'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1241'IN INYOKERN, THENCE 7.25 KM (4.55 MI) NORTH ALONG NEW US HIGHWAY 395, FT1241'IN THE NORTHEAST CORNER OF THE INTERSECTION OF NINE MILE CANYON ROAD, FT1241'0.5 KM (0.3 MI) SOUTH OF A LUMBER MILL, 41.7 METERS (137 FT) EAST OF FT1241'THE NORTH BOUND HIGHWAY CENTERLINE, 10.0 METERS (33 FT) NORTH OF THE FT1241'CENTER OF THE ROAD, 0.8 METER (2.5 FT) NORTHWEST OF A FENCE CORNER AND FT1241'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE. FT1241'THE MARK IS 0.5 METERS S FROM A WITNESS POST. FT1241'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. FT1241 FT1241 STATION RECOVERY (2002) FT1241 FT1241'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1241'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1242 *********************************************************************** FT1242 DESIGNATION - C 1376 FT1242 PID - FT1242 FT1242 STATE/COUNTY- CA/INYO FT1242 USGS QUAD - PEARSONVILLE (1982) FT1242 FT1242 *CURRENT SURVEY CONTROL FT1242 ___________________________________________________________________ FT1242* NAD 83(1986)- 35 51 26. (N) 117 52 27. (W) SCALED FT1242* NAVD 88 - 804.290 (meters) 2638.74 (feet) ADJUSTED FT1242 ___________________________________________________________________ FT1242 GEOID HEIGHT- -29.52 (meters) GEOID99 FT1242 DYNAMIC HT - 803.396 (meters) 2635.81 (feet) COMP FT1242 MODELED GRAV- 979,495.2 (mgal) NAVD 88 FT1242 FT1242 VERT ORDER - FIRST CLASS II FT1242 FT1242.The horizontal coordinates were scaled from a topographic map and have FT1242.an estimated accuracy of +/- 6 seconds. FT1242 FT1242.The orthometric height was determined by differential leveling FT1242.and adjusted by the National Geodetic Survey in June 1991. FT1242 FT1242.The geoid height was determined by GEOID99. FT1242 FT1242.The dynamic height is computed by dividing the NAVD 88 FT1242.geopotential number by the normal gravity value computed on the FT1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1242.degrees latitude (g = 980.6199 gals.). FT1242 FT1242.The modeled gravity was interpolated from observed gravity values. FT1242 FT1242; North East Units Estimated Accuracy FT1242;SPC CA 4 - 558,730. 2,101,690. MT (+/- 180 meters Scaled) FT1242 FT1242 SUPERSEDED SURVEY CONTROL FT1242 FT1242.No superseded survey control is available for this station. FT1242 FT1242_MARKER: DB = BENCH MARK DISK FT1242_SETTING: 32 = HEADWALL FT1242_STAMPING: C 1376 1983 FT1242_MARK LOGO: NGS FT1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1242+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1242 FT1242 HISTORY - Date Condition Report By FT1242 HISTORY - 1983 MONUMENTED NGS FT1242 HISTORY - 20020821 GOOD CADT FT1242 FT1242 STATION DESCRIPTION FT1242 FT1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1242'26.2 KM (16.3 MI) NORTH FROM INYOKERN. FT1242'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1242'IN INYOKERN, THENCE 9.0 KM (5.6 MI) NORTH ALONG NEW US HIGHWAY 395, IN FT1242'THE NORTH END OF THE EAST HEADWALL FOR A TRIPLE 6 BY 10 FOOT FT1242'CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 13.6 METERS (44 FT) FT1242'EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, 0.5 METER (1.5 FT) FT1242'SOUTHEAST OF A FENCE CORNER AND 0.4 METER (1.2 FT) EAST OF THE RIGHT FT1242'OF WAY FENCE. FT1242'THE MARK IS 0.6 M BELOW THE HIGHWAY. FT1242 FT1242 STATION RECOVERY (2002) FT1242 FT1242'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1242'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1243 *********************************************************************** FT1243 DESIGNATION - D 1376 FT1243 PID - FT1243 FT1243 STATE/COUNTY- CA/INYO FT1243 USGS QUAD - NINEMILE CANYON (1982) FT1243 FT1243 *CURRENT SURVEY CONTROL FT1243 ___________________________________________________________________ FT1243* NAD 83(1986)- 35 52 21. (N) 117 52 59. (W) SCALED FT1243* NAVD 88 - 844.501 (meters) 2770.67 (feet) ADJUSTED FT1243 ___________________________________________________________________ FT1243 GEOID HEIGHT- -29.39 (meters) GEOID99 FT1243 DYNAMIC HT - 843.560 (meters) 2767.58 (feet) COMP FT1243 MODELED GRAV- 979,491.7 (mgal) NAVD 88 FT1243 FT1243 VERT ORDER - FIRST CLASS II FT1243 FT1243.The horizontal coordinates were scaled from a topographic map and have FT1243.an estimated accuracy of +/- 6 seconds. FT1243 FT1243.The orthometric height was determined by differential leveling FT1243.and adjusted by the National Geodetic Survey in June 1991. FT1243 FT1243.The geoid height was determined by GEOID99. FT1243 FT1243.The dynamic height is computed by dividing the NAVD 88 FT1243.geopotential number by the normal gravity value computed on the FT1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1243.degrees latitude (g = 980.6199 gals.). FT1243 FT1243.The modeled gravity was interpolated from observed gravity values. FT1243 FT1243; North East Units Estimated Accuracy FT1243;SPC CA 4 - 560,410. 2,100,870. MT (+/- 180 meters Scaled) FT1243 FT1243 SUPERSEDED SURVEY CONTROL FT1243 FT1243.No superseded survey control is available for this station. FT1243 FT1243_MARKER: I = METAL ROD FT1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FT1243_STAMPING: D 1376 1983 FT1243_MARK LOGO: NGS FT1243_PROJECTION: FLUSH FT1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1243+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1243_ROD/PIPE-DEPTH: 3.0 meters FT1243 FT1243 HISTORY - Date Condition Report By FT1243 HISTORY - 1983 MONUMENTED NGS FT1243 HISTORY - 20020821 GOOD CADT FT1243 FT1243 STATION DESCRIPTION FT1243 FT1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1243'28.0 KM (17.4 MI) NORTH FROM INYOKERN. FT1243'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1243'IN INYOKERN, THENCE 10.8 KM (6.7 MI) NORTH ALONG NEW US HIGHWAY 395, FT1243'0.1 KM (0.05 MI) NORTHWEST OF THE NORTH BOUND CONCRETE BRIDGE OVER A FT1243'DRY WASH, AT AN OFFSET CORNER IN THE RIGHT OF WAY FENCE, 57.3 METERS FT1243'(188 FT) NORTHEAST OF THE NORTH BOUND HIGHWAY CENTERLINE, 0.9 METER FT1243'(3 FT) NORTHWEST OF A METAL FENCE CORNER POST AND 0.6 METER (2 FT) FT1243'SOUTHWEST OF THE RIGHT OF WAY FENCE. FT1243'THE MARK IS 0.4 METERS SE FROM A WITNESS POST. FT1243'THE MARK IS 0.8 M BELOW THE HIGHWAY. FT1243 FT1243 STATION RECOVERY (2002) FT1243 FT1243'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1243'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1244 *********************************************************************** FT1244 DESIGNATION - E 1376 FT1244 PID - FT1244 FT1244 STATE/COUNTY- CA/INYO FT1244 USGS QUAD - LITTLE LAKE (1983) FT1244 FT1244 *CURRENT SURVEY CONTROL FT1244 ___________________________________________________________________ FT1244* NAD 83(1986)- 35 52 58. (N) 117 53 21. (W) SCALED FT1244* NAVD 88 - 849.510 (meters) 2787.10 (feet) ADJUSTED FT1244 ___________________________________________________________________ FT1244 GEOID HEIGHT- -29.29 (meters) GEOID99 FT1244 DYNAMIC HT - 848.569 (meters) 2784.01 (feet) COMP FT1244 MODELED GRAV- 979,497.8 (mgal) NAVD 88 FT1244 FT1244 VERT ORDER - FIRST CLASS II FT1244 FT1244.The horizontal coordinates were scaled from a topographic map and have FT1244.an estimated accuracy of +/- 6 seconds. FT1244 FT1244.The orthometric height was determined by differential leveling FT1244.and adjusted by the National Geodetic Survey in June 1991. FT1244 FT1244.The geoid height was determined by GEOID99. FT1244 FT1244.The dynamic height is computed by dividing the NAVD 88 FT1244.geopotential number by the normal gravity value computed on the FT1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1244.degrees latitude (g = 980.6199 gals.). FT1244 FT1244.The modeled gravity was interpolated from observed gravity values. FT1244 FT1244; North East Units Estimated Accuracy FT1244;SPC CA 4 - 561,550. 2,100,310. MT (+/- 180 meters Scaled) FT1244 FT1244 SUPERSEDED SURVEY CONTROL FT1244 FT1244.No superseded survey control is available for this station. FT1244 FT1244_MARKER: I = METAL ROD FT1244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FT1244+WITH SETTING: INFORMATION. FT1244_STAMPING: E 1376 1983 FT1244_MARK LOGO: NGS FT1244_PROJECTION: FLUSH FT1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1244+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1244_ROD/PIPE-DEPTH: 2.4 meters FT1244 FT1244 HISTORY - Date Condition Report By FT1244 HISTORY - 1983 MONUMENTED NGS FT1244 HISTORY - 20020821 GOOD CADT FT1244 FT1244 STATION DESCRIPTION FT1244 FT1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1244'29.3 KM (18.2 MI) NORTH FROM INYOKERN. FT1244'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1244'IN INYOKERN, THENCE 12.1 KM (7.5 MI) NORTH ALONG NEW US HIGHWAY 395, FT1244'IN THE NORTHEAST CORNER OF THE CROSSING OF THE ABANDONED SOUTHERN FT1244'PACIFIC RAILROAD, 0.7 KM (0.45 MI) SOUTHEAST OF A HIGH TENSION POWER FT1244'LINE CROSSING, 43.1 METERS (141 FT) NORTHEAST OF THE NORTH BOUND FT1244'HIGHWAY CENTERLINE, 26.0 METERS (85 FT) NORTH-NORTHEAST OF THE FT1244'NORTHEAST RAIL, 10.7 METERS (35 FT) SOUTHEAST OF A BRACED FENCE POST FT1244'IN THE RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) SOUTHWEST OF THE FT1244'RIGHT OF WAY FENCE. FT1244'THE MARK IS 0.5 METERS NW FROM A WITNESS POST. FT1244'THE MARK IS 0.3 M BELOW THE HIGHWAY. FT1244 FT1244 STATION RECOVERY (2002) FT1244 FT1244'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1244'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1245 *********************************************************************** FT1245 DESIGNATION - F 1376 FT1245 PID - FT1245 FT1245 STATE/COUNTY- CA/INYO FT1245 USGS QUAD - LITTLE LAKE (1983) FT1245 FT1245 *CURRENT SURVEY CONTROL FT1245 ___________________________________________________________________ FT1245* NAD 83(1986)- 35 53 45. (N) 117 53 49. (W) SCALED FT1245* NAVD 88 - 857.823 (meters) 2814.37 (feet) ADJUSTED FT1245 ___________________________________________________________________ FT1245 GEOID HEIGHT- -29.17 (meters) GEOID99 FT1245 DYNAMIC HT - 856.864 (meters) 2811.23 (feet) COMP FT1245 MODELED GRAV- 979,487.0 (mgal) NAVD 88 FT1245 FT1245 VERT ORDER - FIRST CLASS II FT1245 FT1245.The horizontal coordinates were scaled from a topographic map and have FT1245.an estimated accuracy of +/- 6 seconds. FT1245 FT1245.The orthometric height was determined by differential leveling FT1245.and adjusted by the National Geodetic Survey in June 1991. FT1245 FT1245.The geoid height was determined by GEOID99. FT1245 FT1245.The dynamic height is computed by dividing the NAVD 88 FT1245.geopotential number by the normal gravity value computed on the FT1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1245.degrees latitude (g = 980.6199 gals.). FT1245 FT1245.The modeled gravity was interpolated from observed gravity values. FT1245 FT1245; North East Units Estimated Accuracy FT1245;SPC CA 4 - 562,990. 2,099,590. MT (+/- 180 meters Scaled) FT1245 FT1245 SUPERSEDED SURVEY CONTROL FT1245 FT1245.No superseded survey control is available for this station. FT1245 FT1245_MARKER: DB = BENCH MARK DISK FT1245_SETTING: 66 = SET IN ROCK OUTCROP FT1245_STAMPING: F 1376 1983 FT1245_MARK LOGO: NGS FT1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FT1245+STABILITY: POSITION/ELEVATION WELL FT1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1245+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1245 FT1245 HISTORY - Date Condition Report By FT1245 HISTORY - 1983 MONUMENTED NGS FT1245 HISTORY - 20020821 GOOD CADT FT1245 FT1245 STATION DESCRIPTION FT1245 FT1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1245'30.9 KM (19.2 MI) NORTH FROM INYOKERN. FT1245'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1245'IN INYOKERN, THENCE 13.7 KM (8.5 MI) NORTH ALONG NEW US HIGHWAY 395, FT1245'IN TOP OF A 26 BY 29 FOOT PORTION OF OUTCROP PROJECTING 2 FEET ABOVE FT1245'THE SURFACE OF THE GROUND, 0.8 KM (0.5 MI) NORTHWEST OF A HIGH TENSION FT1245'POWER LINE, 52.2 METERS (171 FT) NORTHEAST OF THE NORTH BOUND HIGHWAY FT1245'CENTERLINE, 26.6 METERS (87 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE FT1245'NORTH ONE OF THREE PROMINENT VOLCANIC BOULDERS AND 4.9 METERS (16 FT) FT1245'SOUTHWEST OF THE RIGHT OF WAY FENCE. FT1245'THE MARK IS 0.3 METERS NE FROM A WITNESS POST. FT1245'THE MARK IS 2.0 M BELOW THE HIGHWAY. FT1245 FT1245 STATION RECOVERY (2002) FT1245 FT1245'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1245'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1246 *********************************************************************** FT1246 DESIGNATION - G 1376 FT1246 PID - FT1246 FT1246 STATE/COUNTY- CA/INYO FT1246 USGS QUAD - LITTLE LAKE (1983) FT1246 FT1246 *CURRENT SURVEY CONTROL FT1246 ___________________________________________________________________ FT1246* NAD 83(1986)- 35 54 49. (N) 117 54 11. (W) SCALED FT1246* NAVD 88 - 885.909 (meters) 2906.52 (feet) ADJUSTED FT1246 ___________________________________________________________________ FT1246 GEOID HEIGHT- -29.04 (meters) GEOID99 FT1246 DYNAMIC HT - 884.917 (meters) 2903.27 (feet) COMP FT1246 MODELED GRAV- 979,484.2 (mgal) NAVD 88 FT1246 FT1246 VERT ORDER - FIRST CLASS II FT1246 FT1246.The horizontal coordinates were scaled from a topographic map and have FT1246.an estimated accuracy of +/- 6 seconds. FT1246 FT1246.The orthometric height was determined by differential leveling FT1246.and adjusted by the National Geodetic Survey in June 1991. FT1246 FT1246.The geoid height was determined by GEOID99. FT1246 FT1246.The dynamic height is computed by dividing the NAVD 88 FT1246.geopotential number by the normal gravity value computed on the FT1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1246.degrees latitude (g = 980.6199 gals.). FT1246 FT1246.The modeled gravity was interpolated from observed gravity values. FT1246 FT1246; North East Units Estimated Accuracy FT1246;SPC CA 4 - 564,960. 2,099,010. MT (+/- 180 meters Scaled) FT1246 FT1246 SUPERSEDED SURVEY CONTROL FT1246 FT1246.No superseded survey control is available for this station. FT1246 FT1246_MARKER: DB = BENCH MARK DISK FT1246_SETTING: 80 = SET IN A BOULDER FT1246_STAMPING: G 1376 1983 FT1246_MARK LOGO: NGS FT1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1246+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1246 FT1246 HISTORY - Date Condition Report By FT1246 HISTORY - 1983 MONUMENTED NGS FT1246 HISTORY - 20020821 GOOD CADT FT1246 FT1246 STATION DESCRIPTION FT1246 FT1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1246'33.0 KM (20.5 MI) NORTH FROM INYOKERN. FT1246'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1246'IN INYOKERN, THENCE 15.8 KM (9.8 MI) NORTH ALONG NEW US HIGHWAY 395, FT1246'IN TOP OF THE EAST END OF A 8 BY 8 FOOT IMBEDDED VOLCANIC BOULDER, FT1246'41.5 METERS (136 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, FT1246'21.3 METERS (70 FT) SOUTH A METAL FENCE POST CEMENTED IN ROCK AND FT1246'0.6 METER (2 FT) WEST OF THE RIGHT OF WAY FENCE. FT1246'THE MARK IS 0.3 METERS N FROM A WITNESS POST. FT1246'THE MARK IS 1.2 M BELOW THE HIGHWAY. FT1246 FT1246 STATION RECOVERY (2002) FT1246 FT1246'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1246'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1247 *********************************************************************** FT1247 DESIGNATION - H 1376 FT1247 PID - FT1247 FT1247 STATE/COUNTY- CA/INYO FT1247 USGS QUAD - LITTLE LAKE (1983) FT1247 FT1247 *CURRENT SURVEY CONTROL FT1247 ___________________________________________________________________ FT1247* NAD 83(1986)- 35 55 45. (N) 117 54 25. (W) SCALED FT1247* NAVD 88 - 920.314 (meters) 3019.40 (feet) ADJUSTED FT1247 ___________________________________________________________________ FT1247 GEOID HEIGHT- -28.95 (meters) GEOID99 FT1247 DYNAMIC HT - 919.280 (meters) 3016.00 (feet) COMP FT1247 MODELED GRAV- 979,478.5 (mgal) NAVD 88 FT1247 FT1247 VERT ORDER - FIRST CLASS II FT1247 FT1247.The horizontal coordinates were scaled from a topographic map and have FT1247.an estimated accuracy of +/- 6 seconds. FT1247 FT1247.The orthometric height was determined by differential leveling FT1247.and adjusted by the National Geodetic Survey in June 1991. FT1247 FT1247.The geoid height was determined by GEOID99. FT1247 FT1247.The dynamic height is computed by dividing the NAVD 88 FT1247.geopotential number by the normal gravity value computed on the FT1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1247.degrees latitude (g = 980.6199 gals.). FT1247 FT1247.The modeled gravity was interpolated from observed gravity values. FT1247 FT1247; North East Units Estimated Accuracy FT1247;SPC CA 4 - 566,680. 2,098,640. MT (+/- 180 meters Scaled) FT1247 FT1247 SUPERSEDED SURVEY CONTROL FT1247 FT1247.No superseded survey control is available for this station. FT1247 FT1247_MARKER: I = METAL ROD FT1247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FT1247_STAMPING: H 1376 1983 FT1247_MARK LOGO: NGS FT1247_PROJECTION: FLUSH FT1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1247+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1247_ROD/PIPE-DEPTH: 6.4 meters FT1247 FT1247 HISTORY - Date Condition Report By FT1247 HISTORY - 1983 MONUMENTED NGS FT1247 HISTORY - 20020821 GOOD CADT FT1247 FT1247 STATION DESCRIPTION FT1247 FT1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1247'34.8 KM (21.6 MI) NORTH FROM INYOKERN. FT1247'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1247'IN INYOKERN, THENCE 17.5 KM (10.9 MI) NORTH ALONG NEW US HIGHWAY 395, FT1247'AT THE TOP OF A SMALL FLAT RIDGE, 1.05 KM (0.65 MI) SOUTH OF LITTLE FT1247'LAKE, 22.5 METERS (72 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, FT1247'80.3 METERS (264 FT) NORTH OF THE EAST END OF A 60-INCH CORRUGATED FT1247'METAL PIPE CULVERT UNDER THE HIGHWAY, 13.6 METERS (45 FT) SOUTH OF A FT1247'BRACED FENCE POST IN THE RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) FT1247'WEST OF THE RIGHT OF WAY FENCE. FT1247'THE MARK IS 0.4 METERS N FROM A WITNESS POST. FT1247'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. FT1247 FT1247 STATION RECOVERY (2002) FT1247 FT1247'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1247'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1248 *********************************************************************** FT1248 DESIGNATION - J 1376 FT1248 PID - FT1248 FT1248 STATE/COUNTY- CA/INYO FT1248 USGS QUAD - LITTLE LAKE (1983) FT1248 FT1248 *CURRENT SURVEY CONTROL FT1248 ___________________________________________________________________ FT1248* NAD 83(1986)- 35 58 23. (N) 117 55 13. (W) SCALED FT1248* NAVD 88 - 1019.873 (meters) 3346.03 (feet) ADJUSTED FT1248 ___________________________________________________________________ FT1248 GEOID HEIGHT- -28.78 (meters) GEOID99 FT1248 DYNAMIC HT - 1018.708 (meters) 3342.21 (feet) COMP FT1248 MODELED GRAV- 979,456.9 (mgal) NAVD 88 FT1248 FT1248 VERT ORDER - FIRST CLASS II FT1248 FT1248.The horizontal coordinates were scaled from a topographic map and have FT1248.an estimated accuracy of +/- 6 seconds. FT1248 FT1248.The orthometric height was determined by differential leveling FT1248.and adjusted by the National Geodetic Survey in June 1991. FT1248 FT1248.The geoid height was determined by GEOID99. FT1248 FT1248.The dynamic height is computed by dividing the NAVD 88 FT1248.geopotential number by the normal gravity value computed on the FT1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1248.degrees latitude (g = 980.6199 gals.). FT1248 FT1248.The modeled gravity was interpolated from observed gravity values. FT1248 FT1248; North East Units Estimated Accuracy FT1248;SPC CA 4 - 571,530. 2,097,380. MT (+/- 180 meters Scaled) FT1248 FT1248 SUPERSEDED SURVEY CONTROL FT1248 FT1248.No superseded survey control is available for this station. FT1248 FT1248_MARKER: DB = BENCH MARK DISK FT1248_SETTING: 66 = SET IN ROCK OUTCROP FT1248_STAMPING: J 1376 1983 FT1248_MARK LOGO: NGS FT1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FT1248+STABILITY: POSITION/ELEVATION WELL FT1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1248+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1248 FT1248 HISTORY - Date Condition Report By FT1248 HISTORY - 1983 MONUMENTED NGS FT1248 HISTORY - 20020821 GOOD CADT FT1248 FT1248 STATION DESCRIPTION FT1248 FT1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1248'35.3 KM (21.9 MI) SOUTH FROM OLANCHA. FT1248'35.32 KM (21.95 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN FT1248'OLANCHA, IN TOP OF THE NORTHEAST END OF A 2 BY 5 FOOT PORTION OF FT1248'OUTCROP ON THE SOUTHWEST SLOPE OF A ROCKY KNOLL, 0.5 KM (0.3 MI) FT1248'SOUTHEAST OF THE INTERSECTION OF CINDER ROAD, 16.8 METERS (55 FT) FT1248'NORTHEAST OF THE NORTH BOUND HIGHWAY CENTERLINE, 14.0 METERS (46 FT) FT1248'SOUTHWEST OF THE RIGHT OF WAY FENCE AND 9.2 METERS (30 FT) NORTHWEST FT1248'OF THE SOUTHEAST END OF A MACADAM DRAIN TROUGH. FT1248'THE MARK IS 0.6 METERS N FROM A WITNESS POST. FT1248'THE MARK IS 1.2 M ABOVE THE HIGHWAY. FT1248 FT1248 STATION RECOVERY (2002) FT1248 FT1248'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1248'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT0487 *********************************************************************** FT0487 DESIGNATION - N 47 FT0487 PID - FT0487 FT0487 STATE/COUNTY- CA/INYO FT0487 USGS QUAD - LITTLE LAKE (1983) FT0487 FT0487 *CURRENT SURVEY CONTROL FT0487 ___________________________________________________________________ FT0487* NAD 83(1986)- 35 57 33. (N) 117 54 47. (W) SCALED FT0487* NAVD 88 - 997.984 (meters) 3274.22 (feet) ADJUSTED FT0487 ___________________________________________________________________ FT0487 GEOID HEIGHT- -28.84 (meters) GEOID99 FT0487 DYNAMIC HT - 996.853 (meters) 3270.51 (feet) COMP FT0487 MODELED GRAV- 979,466.3 (mgal) NAVD 88 FT0487 FT0487 VERT ORDER - FIRST CLASS II FT0487 FT0487.The horizontal coordinates were scaled from a topographic map and have FT0487.an estimated accuracy of +/- 6 seconds. FT0487 FT0487.The orthometric height was determined by differential leveling FT0487.and adjusted by the National Geodetic Survey in June 1991. FT0487 FT0487.The geoid height was determined by GEOID99. FT0487 FT0487.The dynamic height is computed by dividing the NAVD 88 FT0487.geopotential number by the normal gravity value computed on the FT0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0487.degrees latitude (g = 980.6199 gals.). FT0487 FT0487.The modeled gravity was interpolated from observed gravity values. FT0487 FT0487; North East Units Estimated Accuracy FT0487;SPC CA 4 - 570,000. 2,098,050. MT (+/- 180 meters Scaled) FT0487 FT0487 SUPERSEDED SURVEY CONTROL FT0487 FT0487 NGVD 29 - 997.029 (m) 3271.09 (f) ADJ UNCH 1 2 FT0487 FT0487.Superseded values are not recommended for survey control. FT0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0487.See file dsdata.txt to determine how the superseded data were derived. FT0487 FT0487_MARKER: DB = BENCH MARK DISK FT0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FT0487_STAMPING: N 47 1925 FT0487_MARK LOGO: CGS FT0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0487+STABILITY: SURFACE MOTION FT0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FT0487+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT0487 FT0487 HISTORY - Date Condition Report By FT0487 HISTORY - 1925 MONUMENTED CGS FT0487 HISTORY - 1962 GOOD NGS FT0487 HISTORY - 1983 GOOD NGS FT0487 HISTORY - 20020821 GOOD CADT FT0487 FT0487 STATION DESCRIPTION FT0487 FT0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FT0487'22.7 MI N FROM INYOKERN. FT0487'22.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0487'FROM THE STATION AT INYOKERN, 8 1/2 POLES SOUTH-SOUTHEAST OF FT0487'MILEPOLE 470, IN THE TOP OF THE EAST-NORTHEAST END OF THE FT0487'SOUTH-SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 469.67, 7.9 FEET FT0487'EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, AND ABOUT LEVEL FT0487'WITH THE TRACK. FT0487 FT0487 STATION RECOVERY (1983) FT0487 FT0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 FT0487'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 37.02 KM FT0487'(23.01 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN OLANCHA, FT0487'0.4 METER (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST FT0487'CONCRETE ABUTMENT FOR AN ABANDONED SOUTHERN PACIFIC RAILROAD BRIDGE, FT0487'0.1 KM (0.05 MI) NORTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING FT0487'WEST, 46.0 METERS (151 FT) SOUTHWEST OF THE SOUTH BOUND HIGHWAY FT0487'CENTERLINE AND 2.4 METERS (7.9 FT) NORTHEAST OF THE NORTHEAST RAIL. FT0487'THE MARK IS 0.3 M BELOW THE TRACKS. FT0487 FT0487 STATION RECOVERY (2002) FT0487 FT0487'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT0487'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT0489 *********************************************************************** FT0489 DESIGNATION - P 47 FT0489 PID - FT0489 FT0489 STATE/COUNTY- CA/INYO FT0489 USGS QUAD - LITTLE LAKE (1983) FT0489 FT0489 *CURRENT SURVEY CONTROL FT0489 ___________________________________________________________________ FT0489* NAD 83(1986)- 35 56 17. (N) 117 54 23. (W) SCALED FT0489* NAVD 88 - 957.982 (meters) 3142.98 (feet) ADJUSTED FT0489 ___________________________________________________________________ FT0489 GEOID HEIGHT- -28.93 (meters) GEOID99 FT0489 DYNAMIC HT - 956.909 (meters) 3139.46 (feet) COMP FT0489 MODELED GRAV- 979,480.9 (mgal) NAVD 88 FT0489 FT0489 VERT ORDER - FIRST CLASS II FT0489 FT0489.The horizontal coordinates were scaled from a topographic map and have FT0489.an estimated accuracy of +/- 6 seconds. FT0489 FT0489.The orthometric height was determined by differential leveling FT0489.and adjusted by the National Geodetic Survey in June 1991. FT0489 FT0489.The geoid height was determined by GEOID99. FT0489 FT0489.The dynamic height is computed by dividing the NAVD 88 FT0489.geopotential number by the normal gravity value computed on the FT0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0489.degrees latitude (g = 980.6199 gals.). FT0489 FT0489.The modeled gravity was interpolated from observed gravity values. FT0489 FT0489; North East Units Estimated Accuracy FT0489;SPC CA 4 - 567,660. 2,098,680. MT (+/- 180 meters Scaled) FT0489 FT0489 SUPERSEDED SURVEY CONTROL FT0489 FT0489 NGVD 29 - 957.050 (m) 3139.92 (f) ADJ UNCH 1 2 FT0489 FT0489.Superseded values are not recommended for survey control. FT0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0489.See file dsdata.txt to determine how the superseded data were derived. FT0489 FT0489_MARKER: DB = BENCH MARK DISK FT0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0489_STAMPING: P 47 1925 FT0489_MARK LOGO: CGS FT0489_PROJECTION: PROJECTING 20 CENTIMETERS FT0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0489+STABILITY: SURFACE MOTION FT0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0489+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT0489 FT0489 HISTORY - Date Condition Report By FT0489 HISTORY - 1925 MONUMENTED CGS FT0489 HISTORY - 1962 GOOD NGS FT0489 HISTORY - 1983 GOOD NGS FT0489 HISTORY - 20020821 GOOD CADT FT0489 FT0489 STATION DESCRIPTION FT0489 FT0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FT0489'21.2 MI N FROM INYOKERN. FT0489'21.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0489'FROM THE STATION AT INYOKERN, 0.1 MILE NORTH OF THE POST OFFICE FT0489'AT LITTLE LAKE, 5 1/2 POLES NORTH OF MILEPOLE 468, 115.5 FEET FT0489'EAST OF THE EAST RAIL, 29 FEET WEST OF THE CENTER LINE OF U.S. FT0489'HIGHWAY 6, 16 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FT0489'FENCE AROUND SMALL GAS BULK STATION, 1.2 FEET EAST OF A FT0489'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, ABOUT LEVEL FT0489'WITH THE TRACK, 9.8 FEET EAST OF A FENCE, AND SET IN THE TOP FT0489'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. FT0489 FT0489 STATION RECOVERY (1983) FT0489 FT0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 FT0489'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 39.52 KM FT0489'(24.56 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN OLANCHA, FT0489'IN TOP OF A LOW CUT AT THE INTERSECTION OF LITTLE LAKE ROAD AT LITTLE FT0489'LAKE, 53.0 METERS (174 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE, FT0489'8.5 METERS (28 FT) WEST OF THE CENTER OF LITTLE LAKE ROAD (OLD US FT0489'HIGHWAY 395), 35.0 METERS (115 FT) EAST OF THE EAST RAIL, 7.3 METERS FT0489'(24 FT) NORTH OF THE WEST END OF A CATTLE GUARD, 1.8 METERS (6 FT) FT0489'EAST OF A FENCE AND 38.4 METERS (126 FT) EAST OF BENCH MARK Y 1160. FT0489'THE MARK IS 0.3 METERS E FROM A WITNESS POST. FT0489'THE MARK IS 0.7 M ABOVE THE ROAD. FT0489 FT0489 STATION RECOVERY (2002) FT0489 FT0489'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT0489'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT0488 *********************************************************************** FT0488 DESIGNATION - X 1160 FT0488 PID - FT0488 FT0488 STATE/COUNTY- CA/INYO FT0488 USGS QUAD - LITTLE LAKE (1983) FT0488 FT0488 *CURRENT SURVEY CONTROL FT0488 ___________________________________________________________________ FT0488* NAD 83(1986)- 35 57 01. (N) 117 54 35. (W) SCALED FT0488* NAVD 88 - 981.025 (meters) 3218.58 (feet) ADJUSTED FT0488 ___________________________________________________________________ FT0488 GEOID HEIGHT- -28.88 (meters) GEOID99 FT0488 DYNAMIC HT - 979.918 (meters) 3214.95 (feet) COMP FT0488 MODELED GRAV- 979,471.8 (mgal) NAVD 88 FT0488 FT0488 VERT ORDER - FIRST CLASS II FT0488 FT0488.The horizontal coordinates were scaled from a topographic map and have FT0488.an estimated accuracy of +/- 6 seconds. FT0488 FT0488.The orthometric height was determined by differential leveling FT0488.and adjusted by the National Geodetic Survey in June 1991. FT0488 FT0488.The geoid height was determined by GEOID99. FT0488 FT0488.The dynamic height is computed by dividing the NAVD 88 FT0488.geopotential number by the normal gravity value computed on the FT0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0488.degrees latitude (g = 980.6199 gals.). FT0488 FT0488.The modeled gravity was interpolated from observed gravity values. FT0488 FT0488; North East Units Estimated Accuracy FT0488;SPC CA 4 - 569,020. 2,098,360. MT (+/- 180 meters Scaled) FT0488 FT0488 SUPERSEDED SURVEY CONTROL FT0488 FT0488 NGVD 29 - 980.079 (m) 3215.48 (f) ADJ UNCH 1 2 FT0488 FT0488.Superseded values are not recommended for survey control. FT0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0488.See file dsdata.txt to determine how the superseded data were derived. FT0488 FT0488_MARKER: DB = BENCH MARK DISK FT0488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FT0488_STAMPING: X 1160 1962 FT0488_MARK LOGO: CGS FT0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0488+STABILITY: SURFACE MOTION FT0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FT0488+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT0488 FT0488 HISTORY - Date Condition Report By FT0488 HISTORY - 1962 MONUMENTED CGS FT0488 HISTORY - 1983 GOOD NGS FT0488 HISTORY - 20020821 GOOD CADT FT0488 FT0488 STATION DESCRIPTION FT0488 FT0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FT0488'22 MI N FROM INYOKERN. FT0488'22.05 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0488'FROM THE STATION AT INYOKERN, 1 1/2 POLES NORTH OF MILEPOLE FT0488'469, IN THE TOP AND 1.3 FEET EAST OF THE WEST END OF THE NORTH FT0488'CONCRETE ABUTMENT OF BRIDGE 469.01, 7.9 FEET WEST OF THE WEST FT0488'RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK. FT0488 FT0488 STATION RECOVERY (1983) FT0488 FT0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 FT0488'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 38.1 KM FT0488'(23.68 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN OLANCHA, FT0488'0.4 METER (1.3 FT) EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT FT0488'FOR AN ABANDONED SOUTHERN PACIFIC RAILROAD BRIDGE, 48.6 METERS FT0488'(159 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE AND 2.4 METERS FT0488'(7.9 FT) WEST OF THE WEST RAIL. FT0488'THE MARK IS 0.2 M BELOW THE TRACKS. FT0488 FT0488 STATION RECOVERY (2002) FT0488 FT0488'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT0488'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT0490 *********************************************************************** FT0490 DESIGNATION - Y 1160 FT0490 PID - FT0490 FT0490 STATE/COUNTY- CA/INYO FT0490 USGS QUAD - LITTLE LAKE (1983) FT0490 FT0490 *CURRENT SURVEY CONTROL FT0490 ___________________________________________________________________ FT0490* NAD 83(1986)- 35 56 17. (N) 117 54 23. (W) SCALED FT0490* NAVD 88 - 957.826 (meters) 3142.47 (feet) ADJUSTED FT0490 ___________________________________________________________________ FT0490 GEOID HEIGHT- -28.93 (meters) GEOID99 FT0490 DYNAMIC HT - 956.753 (meters) 3138.95 (feet) COMP FT0490 MODELED GRAV- 979,480.9 (mgal) NAVD 88 FT0490 FT0490 VERT ORDER - FIRST CLASS II FT0490 FT0490.The horizontal coordinates were scaled from a topographic map and have FT0490.an estimated accuracy of +/- 6 seconds. FT0490 FT0490.The orthometric height was determined by differential leveling FT0490.and adjusted by the National Geodetic Survey in June 1991. FT0490 FT0490.The geoid height was determined by GEOID99. FT0490 FT0490.The dynamic height is computed by dividing the NAVD 88 FT0490.geopotential number by the normal gravity value computed on the FT0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0490.degrees latitude (g = 980.6199 gals.). FT0490 FT0490.The modeled gravity was interpolated from observed gravity values. FT0490 FT0490; North East Units Estimated Accuracy FT0490;SPC CA 4 - 567,660. 2,098,680. MT (+/- 180 meters Scaled) FT0490 FT0490 SUPERSEDED SURVEY CONTROL FT0490 FT0490 NGVD 29 - 956.891 (m) 3139.40 (f) ADJ UNCH 1 2 FT0490 FT0490.Superseded values are not recommended for survey control. FT0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0490.See file dsdata.txt to determine how the superseded data were derived. FT0490 FT0490_MARKER: DB = BENCH MARK DISK FT0490_SETTING: 66 = SET IN ROCK OUTCROP FT0490_STAMPING: Y 1160 1962 FT0490_MARK LOGO: CGS FT0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FT0490+STABILITY: POSITION/ELEVATION WELL FT0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FT0490+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT0490 FT0490 HISTORY - Date Condition Report By FT0490 HISTORY - 1962 MONUMENTED CGS FT0490 HISTORY - 1983 GOOD NGS FT0490 HISTORY - 20020821 GOOD CADT FT0490 FT0490 STATION DESCRIPTION FT0490 FT0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FT0490'21.2 MI N FROM INYOKERN. FT0490'21.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0490'FROM THE STATION AT INYOKERN, 5 POLES NORTH OF MILEPOLE 468, FT0490'2 POLES NORTH OF THE POST OFFICE AT LITTLE LAKE, SET VERTICALLY FT0490'IN THE EAST FACE OF A HIGH GRANITE CUT AND NEAR THE NORTH END FT0490'OF THE CUT, 9 FEET WEST OF THE WEST RAIL, 135 FEET SOUTHWEST FT0490'OF BENCH MARK P 47, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK AND FT0490'2 1/2 FEET HIGHER THAN THE GROUND. FT0490 FT0490 STATION RECOVERY (1983) FT0490 FT0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 FT0490'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 39.52 KM FT0490'(24.56 MI) SOUTH ALONG US HIGHWAY 395 FROM THE POST OFFICE IN OLANCHA, FT0490'VERTICALLY IN THE EAST FACE OF AND NEAR THE NORTH END OF A HIGH FT0490'OUTCROP RAILROAD CUT AT THE INTERSECTION OF LITTLE ROCK ROAD (OLD US FT0490'HIGHWAY 395) AT LITTLE ROCK ALSO 36.4 KM (22.6 MI) NORTH OF INYOKERN, FT0490'91.4 METERS (300 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE, FT0490'38.4 METERS (126 FT) WEST OF BENCH MARK P 47 AND 2.7 METERS (9 FT) FT0490'WEST OF THE WEST RAIL. FT0490'THE MARK IS 0.3 METERS N FROM A WITNESS POST. FT0490'THE MARK IS 1.0 M ABOVE THE TRACKS. FT0490 FT0490 STATION RECOVERY (2002) FT0490 FT0490'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT0490'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT0486 *********************************************************************** FT0486 DESIGNATION - Z 1160 FT0486 PID - FT0486 FT0486 STATE/COUNTY- CA/INYO FT0486 USGS QUAD - LITTLE LAKE (1983) FT0486 FT0486 *CURRENT SURVEY CONTROL FT0486 ___________________________________________________________________ FT0486* NAD 83(1986)- 35 58 19. (N) 117 55 27. (W) SCALED FT0486* NAVD 88 - 1020.091 (meters) 3346.75 (feet) ADJUSTED FT0486 ___________________________________________________________________ FT0486 GEOID HEIGHT- -28.75 (meters) GEOID99 FT0486 DYNAMIC HT - 1018.926 (meters) 3342.93 (feet) COMP FT0486 MODELED GRAV- 979,457.3 (mgal) NAVD 88 FT0486 FT0486 VERT ORDER - FIRST CLASS II FT0486 FT0486.The horizontal coordinates were scaled from a topographic map and have FT0486.an estimated accuracy of +/- 6 seconds. FT0486 FT0486.The orthometric height was determined by differential leveling FT0486.and adjusted by the National Geodetic Survey in June 1991. FT0486 FT0486.The geoid height was determined by GEOID99. FT0486 FT0486.The dynamic height is computed by dividing the NAVD 88 FT0486.geopotential number by the normal gravity value computed on the FT0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0486.degrees latitude (g = 980.6199 gals.). FT0486 FT0486.The modeled gravity was interpolated from observed gravity values. FT0486 FT0486; North East Units Estimated Accuracy FT0486;SPC CA 4 - 571,410. 2,097,030. MT (+/- 180 meters Scaled) FT0486 FT0486 SUPERSEDED SURVEY CONTROL FT0486 FT0486 NGVD 29 - 1019.126 (m) 3343.58 (f) ADJ UNCH 1 2 FT0486 FT0486.Superseded values are not recommended for survey control. FT0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0486.See file dsdata.txt to determine how the superseded data were derived. FT0486 FT0486_MARKER: DB = BENCH MARK DISK FT0486_SETTING: 66 = SET IN ROCK OUTCROP FT0486_STAMPING: Z 1160 1962 FT0486_MARK LOGO: CGS FT0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0486+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT0486 FT0486 HISTORY - Date Condition Report By FT0486 HISTORY - 1962 MONUMENTED CGS FT0486 HISTORY - 1983 GOOD NGS FT0486 HISTORY - 20020821 GOOD CADT FT0486 FT0486 STATION DESCRIPTION FT0486 FT0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FT0486'23.8 MI N FROM INYOKERN. FT0486'23.8 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0486'FROM THE STATION AT INYOKERN, 66 1/2 FEET SOUTHEAST OF THE FT0486'FIFTH POLE SOUTH-SOUTHEAST OF MILEPOLE 471, IN THE TOP OF FT0486'NORTH-NORTHWEST EDGE OF A LAVA OUTCROP WHICH PROJECTS ABOUT 4 FT0486'FEET ABOVE THE GROUND, 64.3 FEET EAST-NORTHEAST OF THE FT0486'EAST-NORTHEAST RAIL, 4.7 FEET SOUTH-SOUTHEAST OF A WITNESS FT0486'POST, ABOUT LEVEL WITH THE TRACK. FT0486 FT0486 STATION RECOVERY (1983) FT0486 FT0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 FT0486'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. FT0486'NEW DESCRIPTION FOLLOWS. 34.45 KM (21.4 MI) SOUTH ALONG US HIGHWAY FT0486'395 FROM THE POST OFFICE IN OLANCHA, THENCE 0.5 KM (0.3 MI) WEST ALONG FT0486'CINDER ROAD, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG THE ABANDONED FT0486'SOUTHERN PACIFIC RAILROAD, IN TOP OF A SMALL LEDGE OF FRACTURED FT0486'OUTCROP, ON THE NORTHWEST SIDE OF AN OUTCROP KNOLL, 19.5 METERS FT0486'(64 FT) NORTHEAST OF THE NORTHEAST RAIL. FT0486'THE MARK IS 1.4 METERS SE FROM A WITNESS POST. FT0486'THE MARK IS 0.5 M ABOVE THE TRACKS. FT0486 FT0486 STATION RECOVERY (2002) FT0486 FT0486'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT0486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 FT1239 *********************************************************************** FT1239 DESIGNATION - Z 1375 FT1239 PID - FT1239 FT1239 STATE/COUNTY- CA/INYO FT1239 USGS QUAD - PEARSONVILLE (1982) FT1239 FT1239 *CURRENT SURVEY CONTROL FT1239 ___________________________________________________________________ FT1239* NAD 83(1986)- 35 48 57. (N) 117 52 23. (W) SCALED FT1239* NAVD 88 - 773.865 (meters) 2538.92 (feet) ADJUSTED FT1239 ___________________________________________________________________ FT1239 GEOID HEIGHT- -29.75 (meters) GEOID99 FT1239 DYNAMIC HT - 773.008 (meters) 2536.11 (feet) COMP FT1239 MODELED GRAV- 979,500.8 (mgal) NAVD 88 FT1239 FT1239 VERT ORDER - FIRST CLASS II FT1239 FT1239.The horizontal coordinates were scaled from a topographic map and have FT1239.an estimated accuracy of +/- 6 seconds. FT1239 FT1239.The orthometric height was determined by differential leveling FT1239.and adjusted by the National Geodetic Survey in June 1991. FT1239 FT1239.The geoid height was determined by GEOID99. FT1239 FT1239.The dynamic height is computed by dividing the NAVD 88 FT1239.geopotential number by the normal gravity value computed on the FT1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1239.degrees latitude (g = 980.6199 gals.). FT1239 FT1239.The modeled gravity was interpolated from observed gravity values. FT1239 FT1239; North East Units Estimated Accuracy FT1239;SPC CA 4 - 554,140. 2,101,850. MT (+/- 180 meters Scaled) FT1239 FT1239 SUPERSEDED SURVEY CONTROL FT1239 FT1239.No superseded survey control is available for this station. FT1239 FT1239_MARKER: I = METAL ROD FT1239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FT1239_STAMPING: Z 1375 1983 FT1239_MARK LOGO: NGS FT1239_PROJECTION: FLUSH FT1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1239+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002 FT1239_ROD/PIPE-DEPTH: 18.3 meters FT1239 FT1239 HISTORY - Date Condition Report By FT1239 HISTORY - 1983 MONUMENTED NGS FT1239 HISTORY - 20020821 GOOD CADT FT1239 FT1239 STATION DESCRIPTION FT1239 FT1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FT1239'21.5 KM (13.4 MI) NORTH FROM INYOKERN. FT1239'17.2 KM (10.7 MI) NORTH ALONG OLD US HIGHWAY 395 FROM THE POST OFFICE FT1239'IN INYOKERN, THENCE 4.3 KM (2.7 MI) NORTH ALONG NEW US HIGHWAY 395, IN FT1239'THE NORTHEAST CORNER OF THE INTERSECTION OF PEARSON ROAD, 20.9 METERS FT1239'(68.5 FT) EAST OF THE NORTH BOUND HIGHWAY CENTERLINE, 16.8 METERS FT1239'(15.5 FT) NORTH OF THE CENTER OF THE ROAD, 19.2 METERS (63 FT) FT1239'SOUTHEAST OF A FENCE CORNER, 7.3 METERS (24 FT) NORTH OF A LIGHT POLE FT1239'AND 0.2 METER (0.7 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE. FT1239'THE MARK IS 0.6 METERS SE FROM A WITNESS POST. FT1239'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. FT1239 FT1239 STATION RECOVERY (2002) FT1239 FT1239'RECOVERY NOTE BY CALTRANS 2002 (RLC) FT1239'RECOVERED IN GOOD CONDITION.