1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FU2197 *********************************************************************** FU2197 DESIGNATION - 745 USGS FU2197 PID - FU2197 FU2197 STATE/COUNTY- CA/KERN FU2197 USGS QUAD - MARICOPA (1973) FU2197 FU2197 *CURRENT SURVEY CONTROL FU2197 ___________________________________________________________________ FU2197* NAD 83(1986)- 35 06 56. (N) 119 24 27. (W) SCALED FU2197* NAVD 88 - 227.300 (meters) 745.73 (feet) ADJUSTED FU2197 ___________________________________________________________________ FU2197 GEOID HEIGHT- -34.05 (meters) GEOID99 FU2197 DYNAMIC HT - 227.068 (meters) 744.97 (feet) COMP FU2197 MODELED GRAV- 979,606.7 (mgal) NAVD 88 FU2197 FU2197 VERT ORDER - FIRST CLASS I FU2197 FU2197.The horizontal coordinates were scaled from a topographic map and have FU2197.an estimated accuracy of +/- 6 seconds. FU2197 FU2197.The orthometric height was determined by differential leveling FU2197.and adjusted by the National Geodetic Survey in June 1991. FU2197 FU2197.The geoid height was determined by GEOID99. FU2197 FU2197.The dynamic height is computed by dividing the NAVD 88 FU2197.geopotential number by the normal gravity value computed on the FU2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU2197.degrees latitude (g = 980.6199 gals.). FU2197 FU2197.The modeled gravity was interpolated from observed gravity values. FU2197 FU2197; North East Units Estimated Accuracy FU2197;SPC CA 5 - 680,110. 1,871,700. MT (+/- 180 meters Scaled) FU2197 FU2197 SUPERSEDED SURVEY CONTROL FU2197 FU2197 NGVD 29 (??/??/92) 226.486 (m) 743.06 (f) ADJ UNCH 1 1 FU2197 FU2197.Superseded values are not recommended for survey control. FU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2197.See file dsdata.txt to determine how the superseded data were derived. FU2197 FU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU805885(NAD 83) FU2197_MARKER: DD = SURVEY DISK FU2197_SETTING: 30 = CULVERT FU2197_STAMPING: R M 745 1932 FU2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU2197+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FU2197 FU2197 HISTORY - Date Condition Report By FU2197 HISTORY - 1932 MONUMENTED USGS FU2197 HISTORY - 1964 GOOD NGS FU2197 HISTORY - 1970 GOOD NGS FU2197 HISTORY - 1977 GOOD NGS FU2197 HISTORY - 20030826 GOOD JOHFRA FU2197 FU2197 STATION DESCRIPTION FU2197 FU2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 FU2197'3.9 MI SE FROM TAFT. FU2197'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT FU2197'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 3.3 MILES FU2197'SOUTHEAST ALONG DIVISION STREET, 3.8 MILES NORTH OF MARICOPA, FU2197'IN R24E T32S S28, IN THE TOP OF A CONCRETE RETAINING WALL OF A FU2197'DOUBLE 48-INCH CAST IRON PIPE CULVERT, 24 1/2 FEET SOUTHWEST OF FU2197'THE CENTER LINE OF THE ROAD, 11.7 FEET NORTHEAST OF THE SOUTHWEST FU2197'END OF THE WALL, AND ABOUT LEVEL WITH THE ROAD. FU2197 FU2197 STATION RECOVERY (1970) FU2197 FU2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 FU2197'RECOVERED IN GOOD CONDITION. FU2197 FU2197 STATION RECOVERY (1977) FU2197 FU2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FU2197'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT FU2197'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 0.8 MILE FU2197'EAST ALONG WOOD ROAD, THENCE 2.5 MILES SOUTHEAST ALONG PETROLEUM FU2197'CLUB ROAD, 3.8 MILES NORTH OF MARICOPA, IN THE TOP OF A RETAINING FU2197'WALL OF A DOUBLE 48-INCH CAST IRON PIPE CULVERT, 82 FT. WEST OF FU2197'THE CENTER LINE OF AN ASPHALT ROAD LEADING NORTHEAST, 24.5 FT. FU2197'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11.7 FT. NORTHEAT OF FU2197'THE SOUTHWEST END OF THE WALL. FU2197 FU2197 STATION RECOVERY (2003) FU2197 FU2197'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FU2197'HANDHELD GPS POSITION = N35-06-56.4 W119-24-29.1 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FU2195 *********************************************************************** FU2195 DESIGNATION - 752 USGS FU2195 PID - FU2195 FU2195 STATE/COUNTY- CA/KERN FU2195 USGS QUAD - MARICOPA (1973) FU2195 FU2195 *CURRENT SURVEY CONTROL FU2195 ___________________________________________________________________ FU2195* NAD 83(1986)- 35 06 58. (N) 119 24 31. (W) SCALED FU2195* NAVD 88 - 229.235 (meters) 752.08 (feet) ADJUSTED FU2195 ___________________________________________________________________ FU2195 GEOID HEIGHT- -34.05 (meters) GEOID99 FU2195 DYNAMIC HT - 229.000 (meters) 751.31 (feet) COMP FU2195 MODELED GRAV- 979,606.5 (mgal) NAVD 88 FU2195 OBS GRAVITY - 979,606.0 (mgal) GRAV_OBS FU2195 FU2195 VERT ORDER - FIRST CLASS I FU2195 FU2195.The horizontal coordinates were scaled from a topographic map and have FU2195.an estimated accuracy of +/- 6 seconds. FU2195 FU2195.The orthometric height was determined by differential leveling FU2195.and adjusted by the National Geodetic Survey in June 1991. FU2195 FU2195.The geoid height was determined by GEOID99. FU2195 FU2195.The dynamic height is computed by dividing the NAVD 88 FU2195.geopotential number by the normal gravity value computed on the FU2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU2195.degrees latitude (g = 980.6199 gals.). FU2195 FU2195.The modeled gravity was interpolated from observed gravity values. FU2195.The observed gravity was obtained from relative gravimeter ties FU2195.to the IGSN71 gravity network. FU2195 FU2195; North East Units Estimated Accuracy FU2195;SPC CA 5 - 680,170. 1,871,600. MT (+/- 180 meters Scaled) FU2195 FU2195 SUPERSEDED SURVEY CONTROL FU2195 FU2195 NGVD 29 (??/??/92) 228.420 (m) 749.41 (f) ADJ UNCH 1 1 FU2195 FU2195.Superseded values are not recommended for survey control. FU2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2195.See file dsdata.txt to determine how the superseded data were derived. FU2195 FU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU804885(NAD 83) FU2195_MARKER: DD = SURVEY DISK FU2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2195_STAMPING: 752 BB 37 1908 FU2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2195+STABILITY: SURFACE MOTION FU2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU2195+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FU2195 FU2195 HISTORY - Date Condition Report By FU2195 HISTORY - 1908 MONUMENTED USGS FU2195 HISTORY - 1964 GOOD NGS FU2195 HISTORY - 1970 GOOD NGS FU2195 HISTORY - 1977 GOOD NGS FU2195 HISTORY - 20030826 GOOD JOHFRA FU2195 FU2195 STATION DESCRIPTION FU2195 FU2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 FU2195'3.8 MI SE FROM TAFT. FU2195'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT FU2195'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 3.2 MILES FU2195'SOUTHEAST ALONG DIVISION ROAD, IN R24E T32S S28, ABOUT 98 YARDS FU2195'SOUTHEAST OF THE CENTER OF THE T JUNCTION OF A DRIVEWAY SOUTHWEST FU2195'TO A HOUSE, 88 YARDS NORTHWEST OF BENCH MARK 745 (USGS), 115 FEET FU2195'NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD LEADING NORTHWEST FU2195'TO AN OIL WELL, 36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, FU2195'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FU2195'PROJECTING 0.4 FOOT ABOVE THE GROUND. FU2195 FU2195 STATION RECOVERY (1970) FU2195 FU2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 FU2195'RECOVERED IN GOOD CONDITION. FU2195 FU2195 STATION RECOVERY (1977) FU2195 FU2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FU2195'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT FU2195'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 0.8 MILE FU2195'EAST ALONG WOOD ROAD, THENCE 2.4 MILES SOUTHEAST ALONG PETROLEUM FU2195'CLUB ROAD, 98 YARDS SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING FU2195'SOUTHWEST, 98 YARDS NORTHWEST OF BENCH MARK 745 USGS, 36 FT. FU2195'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FT. NORTHEAST OF A FU2195'UNDERGROUND CABLE WARNING POST. FU2195 FU2195 STATION RECOVERY (2003) FU2195 FU2195'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FU2195'FOUND AS DESCRIBED IN 1977 RECOVERY NOTE. MARK IS ALSO 1.4 FEET FU2195'SOUTHEAST OF A STEEL WITNESS POST AND 36 FEET NORTHWEST OF AN FU2195'UNDERGROUND CABLE MARKER. HANDHELD GPS POSITION = N35-06-58.0 FU2195'W119-24-32.0 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FT0638 *********************************************************************** FT0638 DESIGNATION - J 1160 FT0638 PID - FT0638 FT0638 STATE/COUNTY- CA/KERN FT0638 USGS QUAD - RIDGECREST SOUTH (1973) FT0638 FT0638 *CURRENT SURVEY CONTROL FT0638 ___________________________________________________________________ FT0638* NAD 83(1986)- 35 32 40. (N) 117 41 33. (W) SCALED FT0638* NAVD 88 - 927.619 (meters) 3043.36 (feet) ADJUSTED FT0638 ___________________________________________________________________ FT0638 GEOID HEIGHT- -30.46 (meters) GEOID99 FT0638 DYNAMIC HT - 926.589 (meters) 3039.98 (feet) COMP FT0638 MODELED GRAV- 979,491.5 (mgal) NAVD 88 FT0638 FT0638 VERT ORDER - FIRST CLASS II FT0638 FT0638.The horizontal coordinates were scaled from a topographic map and have FT0638.an estimated accuracy of +/- 6 seconds. FT0638 FT0638.The orthometric height was determined by differential leveling FT0638.and adjusted by the National Geodetic Survey in June 1991. FT0638 FT0638.The geoid height was determined by GEOID99. FT0638 FT0638.The dynamic height is computed by dividing the NAVD 88 FT0638.geopotential number by the normal gravity value computed on the FT0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0638.degrees latitude (g = 980.6199 gals.). FT0638 FT0638.The modeled gravity was interpolated from observed gravity values. FT0638 FT0638; North East Units Estimated Accuracy FT0638;SPC CA 5 - 726,830. 2,027,880. MT (+/- 180 meters Scaled) FT0638 FT0638 SUPERSEDED SURVEY CONTROL FT0638 FT0638 NGVD 29 (??/??/92) 926.745 (m) 3040.50 (f) ADJ UNCH 1 2 FT0638 FT0638.Superseded values are not recommended for survey control. FT0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0638.See file dsdata.txt to determine how the superseded data were derived. FT0638 FT0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV372336(NAD 83) FT0638_MARKER: DB = BENCH MARK DISK FT0638_SETTING: 66 = SET IN ROCK OUTCROP FT0638_STAMPING: J 1160 1962 FT0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FT0638+STABILITY: POSITION/ELEVATION WELL FT0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0638+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FT0638 FT0638 HISTORY - Date Condition Report By FT0638 HISTORY - 1962 MONUMENTED CGS FT0638 HISTORY - 20030826 GOOD JOHFRA FT0638 HISTORY - 20030826 GOOD JOHFRA FT0638 FT0638 STATION DESCRIPTION FT0638 FT0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FT0638'5.3 MI NW FROM SEARLES. FT0638'5.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0638'FROM THE STATION SIGN AT SEARLES, 30 FEET SOUTHWEST OF THE FT0638'SEVENTH POLE EAST OF MILE POLE 434, 46.1 FEET NORTH OF THE FT0638'NORTH RAIL, 32.6 FEET NORTH-NORTHEAST OF BENCH MARK M 701, FT0638'IN THE TOP OF A 5- BY 7-FOOT GRANITE OUTCROP WHICH PROJECTS FT0638'ABOUT 3 FEET ON THE NORTH SIDE, AND ABOUT 15 FEET LOWER THAN FT0638'THE TRACK. NOTE-- IT IS BELIEVED THAT THIS MARK IS IN A STABLE FT0638'LOCATION AND SHOULD SERVE AS AN ANCHOR MARK. FT0638 FT0638 STATION RECOVERY (2003) FT0638 FT0638'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT0638'RECOVERED AS DESCRIBED IN 1977 RECOVERY NOTE. IN ADDITION, THE FT0638'STATION IS 80 FEET SOUTH OF THE CENTER OF US HIGHWAY 395 AND ABOUT 25 FT0638'FEET HIGHER. IT IS ALSO 35 FEET NORTHERLY OF THE CENTER OF THE FT0638'REAILROAD RAILS AND ABOUT 10 FEET LOWER THAN THE RAILS. HANDHELD GPS FT0638'POSITION = N35-32-40.7 W117-41-34.6. FT0638 FT0638 STATION RECOVERY (2003) FT0638 FT0638'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT0638'RECOVERED AS DESCRIBED IN 1977 RECOVERY NOTE EXCEPT THAT THE RAILROAD FT0638'RAILS PER THE DESCRIPTION ARE NOW GONE. IN ADDITION, THE STATION IS FT0638'80 FEET SOUTH OF THE CENTER OF US HIGHWAY 395 AND ABOUT 25 FEET FT0638'HIGHER. IT IS ALSO 35 FEET NORTHERLY OF AND 10 FEET LOWER THAN THE FT0638'CENTER OF THE ABANDONED RAILROAD BED. HANDHELD GPS POSITION = FT0638'N35-32-40.7 W117-41-34.6. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FT0640 *********************************************************************** FT0640 DESIGNATION - K 48 FT0640 PID - FT0640 FT0640 STATE/COUNTY- CA/KERN FT0640 USGS QUAD - RIDGECREST SOUTH (1973) FT0640 FT0640 *CURRENT SURVEY CONTROL FT0640 ___________________________________________________________________ FT0640* NAD 83(1986)- 35 31 55. (N) 117 41 06. (W) SCALED FT0640* NAVD 88 - 944.461 (meters) 3098.62 (feet) ADJUSTED FT0640 ___________________________________________________________________ FT0640 GEOID HEIGHT- -30.46 (meters) GEOID99 FT0640 DYNAMIC HT - 943.407 (meters) 3095.16 (feet) COMP FT0640 MODELED GRAV- 979,485.1 (mgal) NAVD 88 FT0640 FT0640 VERT ORDER - FIRST CLASS II FT0640 FT0640.The horizontal coordinates were scaled from a topographic map and have FT0640.an estimated accuracy of +/- 6 seconds. FT0640 FT0640.The orthometric height was determined by differential leveling FT0640.and adjusted by the National Geodetic Survey in June 1991. FT0640 FT0640.The geoid height was determined by GEOID99. FT0640 FT0640.The dynamic height is computed by dividing the NAVD 88 FT0640.geopotential number by the normal gravity value computed on the FT0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0640.degrees latitude (g = 980.6199 gals.). FT0640 FT0640.The modeled gravity was interpolated from observed gravity values. FT0640 FT0640; North East Units Estimated Accuracy FT0640;SPC CA 5 - 725,450. 2,028,570. MT (+/- 180 meters Scaled) FT0640 FT0640 SUPERSEDED SURVEY CONTROL FT0640 FT0640 NGVD 29 (??/??/92) 943.587 (m) 3095.75 (f) ADJ UNCH 1 2 FT0640 FT0640.Superseded values are not recommended for survey control. FT0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0640.See file dsdata.txt to determine how the superseded data were derived. FT0640 FT0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV378322(NAD 83) FT0640_MARKER: DB = BENCH MARK DISK FT0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0640_STAMPING: K 48 1925 FT0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0640+STABILITY: SURFACE MOTION FT0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0640+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FT0640 FT0640 HISTORY - Date Condition Report By FT0640 HISTORY - 1925 MONUMENTED CGS FT0640 HISTORY - 1962 GOOD NGS FT0640 HISTORY - 20030826 GOOD JOHFRA FT0640 FT0640 STATION DESCRIPTION FT0640 FT0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FT0640'4.2 MI NW FROM SEARLES. FT0640'4.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0640'FROM THE STATION SIGN AT SEARLES, 28 FEET SOUTHEAST OF THE FT0640'FIFTH POLE SOUTHEAST OF MILEPOLE 433, 37.8 FEET NORTHEAST OF FT0640'THE NORTHEAST RAIL, 1.3 FEET NORTHEAST OF A WITNESS POST, FT0640'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A FT0640'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. FT0640 FT0640 STATION RECOVERY (2003) FT0640 FT0640'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT0640'RECOVERED AS DESCRIBED IN THE 1962 RECOVERY NOTE EXCEPT THAT THE FT0640'RAILROAD RAILS PER THE DESCRIPTION ARE NOW GONE. IN ADDITION, THE FT0640'STATION IS 70 FEET SOUTHWESTERLY OF THE NORTHWEST CORNER OF A WOOD FT0640'SHACK AND ABOUT 40 FEET NORTHEASTERLY OF THE CENTER OF THE ABANDONED FT0640'RAILROAD BED. HANDHELD GPS POSITION = N35-31-57.2 W117-41-06.7. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW0873 *********************************************************************** EW0873 DESIGNATION - K 487 EW0873 PID - EW0873 EW0873 STATE/COUNTY- CA/KERN EW0873 USGS QUAD - ROSAMOND (1973) EW0873 EW0873 *CURRENT SURVEY CONTROL EW0873 ___________________________________________________________________ EW0873* NAD 83(1986)- 34 50 58. (N) 118 09 37. (W) SCALED EW0873* NAVD 88 - 706.078 (meters) 2316.52 (feet) ADJUSTED EW0873 ___________________________________________________________________ EW0873 GEOID HEIGHT- -32.08 (meters) GEOID99 EW0873 DYNAMIC HT - 705.281 (meters) 2313.91 (feet) COMP EW0873 MODELED GRAV- 979,483.6 (mgal) NAVD 88 EW0873 EW0873 VERT ORDER - FIRST CLASS I EW0873 EW0873.The horizontal coordinates were scaled from a topographic map and have EW0873.an estimated accuracy of +/- 6 seconds. EW0873 EW0873.The orthometric height was determined by differential leveling EW0873.and adjusted by the National Geodetic Survey in June 1991. EW0873 EW0873.The geoid height was determined by GEOID99. EW0873 EW0873.The dynamic height is computed by dividing the NAVD 88 EW0873.geopotential number by the normal gravity value computed on the EW0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW0873.degrees latitude (g = 980.6199 gals.). EW0873 EW0873.The modeled gravity was interpolated from observed gravity values. EW0873 EW0873; North East Units Estimated Accuracy EW0873;SPC CA 5 - 649,700. 1,985,340. MT (+/- 180 meters Scaled) EW0873 EW0873 SUPERSEDED SURVEY CONTROL EW0873 EW0873 NGVD 29 (??/??/92) 705.243 (m) 2313.78 (f) ADJ UNCH 1 1 EW0873 EW0873.Superseded values are not recommended for survey control. EW0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0873.See file dsdata.txt to determine how the superseded data were derived. EW0873 EW0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU939569(NAD 83) EW0873_MARKER: DB = BENCH MARK DISK EW0873_SETTING: 36 = BRIDGE ABUTMENT EW0873_STAMPING: K 487 1955 EW0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW0873+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 EW0873 EW0873 HISTORY - Date Condition Report By EW0873 HISTORY - 1955 MONUMENTED CGS EW0873 HISTORY - 1961 GOOD NGS EW0873 HISTORY - 1971 GOOD NGS EW0873 HISTORY - 1977 GOOD NGS EW0873 HISTORY - 20030825 GOOD JOHFRA EW0873 EW0873 STATION DESCRIPTION EW0873 EW0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EW0873'1 MI S FROM ROSAMOND. EW0873'1.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM EW0873'THE CROSSING OF ROSAMOND BOULEVARD AT ROSAMOND, 1 3/4 POLES NORTH EW0873'OF MILEPOLE 395, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE EW0873'ABUTMENT OF CONCRETE BRIDGE 394.97, 7.2 FEET WEST OF THE WEST EW0873'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK. EW0873 EW0873 STATION RECOVERY (1971) EW0873 EW0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 EW0873'RECOVERED IN GOOD CONDITION. EW0873 EW0873 STATION RECOVERY (1977) EW0873 EW0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW0873'RECOVERED IN GOOD CONDITION. EW0873 EW0873 STATION RECOVERY (2003) EW0873 EW0873'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) EW0873'HANDHELD GPS POSITION = N34-50-59.0 W118-09-37.0. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW6872 *********************************************************************** EW6872 DESIGNATION - K 488 RESET 1977 EW6872 PID - EW6872 EW6872 STATE/COUNTY- CA/KERN EW6872 USGS QUAD - ROSAMOND (1973) EW6872 EW6872 *CURRENT SURVEY CONTROL EW6872 ___________________________________________________________________ EW6872* NAD 83(1986)- 34 52 22. (N) 118 09 51. (W) SCALED EW6872* NAVD 88 - 724.220 (meters) 2376.05 (feet) ADJUSTED EW6872 ___________________________________________________________________ EW6872 GEOID HEIGHT- -32.02 (meters) GEOID99 EW6872 DYNAMIC HT - 723.401 (meters) 2373.36 (feet) COMP EW6872 MODELED GRAV- 979,480.4 (mgal) NAVD 88 EW6872 EW6872 VERT ORDER - FIRST CLASS I EW6872 EW6872.The horizontal coordinates were scaled from a topographic map and have EW6872.an estimated accuracy of +/- 6 seconds. EW6872 EW6872.The orthometric height was determined by differential leveling EW6872.and adjusted by the National Geodetic Survey in June 1991. EW6872 EW6872.The geoid height was determined by GEOID99. EW6872 EW6872.The dynamic height is computed by dividing the NAVD 88 EW6872.geopotential number by the normal gravity value computed on the EW6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW6872.degrees latitude (g = 980.6199 gals.). EW6872 EW6872.The modeled gravity was interpolated from observed gravity values. EW6872 EW6872; North East Units Estimated Accuracy EW6872;SPC CA 5 - 652,290. 1,984,990. MT (+/- 180 meters Scaled) EW6872 EW6872 SUPERSEDED SURVEY CONTROL EW6872 EW6872 NGVD 29 (??/??/92) 723.382 (m) 2373.30 (f) ADJ UNCH 1 1 EW6872 EW6872.Superseded values are not recommended for survey control. EW6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6872.See file dsdata.txt to determine how the superseded data were derived. EW6872 EW6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU936595(NAD 83) EW6872_STAMPING: K 488 RESET 1977 EW6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW6872+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 EW6872 EW6872 HISTORY - Date Condition Report By EW6872 HISTORY - UNK MONUMENTED EW6872 HISTORY - 1977 GOOD NGS EW6872 HISTORY - 20030825 GOOD JOHFRA EW6872 EW6872 STATION DESCRIPTION EW6872 EW6872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 EW6872'0.55 MI NORTH FROM ROSAMOND. EW6872'0.55 MILE NORTH ALONG SIERRA HIGHWAY AND SOUTHERN PACIFIC COMPANY EW6872'RAILROAD FROM THEIR CROSSINGS WITH ROSAMOND BOULEVARD IN ROSAMOND, EW6872'90.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 39.8 FT. WEST OF EW6872'THE WEST RAIL, 1.5 FT. SOUTH OF A TELEPHONE POLE. EW6872 EW6872 STATION RECOVERY (2003) EW6872 EW6872'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) EW6872'RECOVERED AS DESCRIBED IN 1977 RECOVERY NOTE, EXCEPT, THE TELEPHONE EW6872'POLE HAS BEEN REMOVED AND THE STATION IS NOW 1.5 FEET WEST OF A EW6872'WITNESS POST. HANDHELD GPS POSITION = N34-52-21.2 W118-09-50.5. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FU3245 *********************************************************************** FU3245 DESIGNATION - L 1292 FU3245 PID - FU3245 FU3245 STATE/COUNTY- CA/KERN FU3245 USGS QUAD - MARICOPA (1973) FU3245 FU3245 *CURRENT SURVEY CONTROL FU3245 ___________________________________________________________________ FU3245* NAD 83(1986)- 35 07 16. (N) 119 25 12. (W) SCALED FU3245* NAVD 88 - 255.006 (meters) 836.63 (feet) ADJUSTED FU3245 ___________________________________________________________________ FU3245 GEOID HEIGHT- -34.05 (meters) GEOID99 FU3245 DYNAMIC HT - 254.744 (meters) 835.77 (feet) COMP FU3245 MODELED GRAV- 979,603.4 (mgal) NAVD 88 FU3245 FU3245 VERT ORDER - FIRST CLASS I FU3245 FU3245.The horizontal coordinates were scaled from a topographic map and have FU3245.an estimated accuracy of +/- 6 seconds. FU3245 FU3245.The orthometric height was determined by differential leveling FU3245.and adjusted by the National Geodetic Survey in June 1991. FU3245 FU3245.The geoid height was determined by GEOID99. FU3245 FU3245.The dynamic height is computed by dividing the NAVD 88 FU3245.geopotential number by the normal gravity value computed on the FU3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU3245.degrees latitude (g = 980.6199 gals.). FU3245 FU3245.The modeled gravity was interpolated from observed gravity values. FU3245 FU3245; North East Units Estimated Accuracy FU3245;SPC CA 5 - 680,740. 1,870,570. MT (+/- 180 meters Scaled) FU3245 FU3245 SUPERSEDED SURVEY CONTROL FU3245 FU3245 NGVD 29 (??/??/92) 254.190 (m) 833.96 (f) ADJ UNCH 1 1 FU3245 FU3245.Superseded values are not recommended for survey control. FU3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3245.See file dsdata.txt to determine how the superseded data were derived. FU3245 FU3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU794891(NAD 83) FU3245_MARKER: DB = BENCH MARK DISK FU3245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FU3245_STAMPING: L 1292 1977 FU3245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3245+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FU3245 FU3245 HISTORY - Date Condition Report By FU3245 HISTORY - 1977 MONUMENTED NGS FU3245 HISTORY - 20030826 GOOD JOHFRA FU3245 FU3245 STATION DESCRIPTION FU3245 FU3245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FU3245'3.05 MI SE FROM TAFT. FU3245'0.3 MILE SOUTHWEST ALONG FOURTH STREET FROM THE POST OFFICE AT FU3245'TAFT, THENCE 0.3 MILE SOUTH ALONG ASHER AVENUE, THENCE 0.8 MILE FU3245'EAST ALONG WOOD ROAD, THENCE 1.65 MILES SOUTHEAST ALONG PETROLEUM FU3245'CLUB ROAD, AT A DIRT ROAD JUNCTION, 150 FT. SOUTH OF THE CENTER FU3245'LINE OF THE ROAD, 55.1 FT. SOUTHWEST OF THE SOUTH CORNER OF A FU3245'STEEL MESH BARRIER SURROUNDING OIL WELL PUMP NUMBER 51, 30.3 FT. FU3245'EAST OF THE CENTER LINE OF THE DIRT ROAD, 3.3 FT. NORTH OF A POWER FU3245'LINE POLE. THE DISK IS 3 INCHES BELOW LEVEL OF GROUND, ACCESS TO FU3245'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG. FU3245 FU3245 STATION RECOVERY (2003) FU3245 FU3245'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FU3245'FOUND AS DESCRIBED IN 1977 RECOVERY NOTE, EXCEPT THAT THE OIL WELL FU3245'PUMP, FENCE, AND POWER POLE ARE GONE. MARK IS 33 FEET EAST OF THE FU3245'CENTER OF A DIRT ROAD AND 1.4 FEET SOUTH OF A STEEL WITNESS POST. FU3245'HANDHELD GPS POSITION = N35-07-16.7 W119-25-11.8 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FT0641 *********************************************************************** FT0641 DESIGNATION - L 48 FT0641 PID - FT0641 FT0641 STATE/COUNTY- CA/KERN FT0641 USGS QUAD - RIDGECREST SOUTH (1973) FT0641 FT0641 *CURRENT SURVEY CONTROL FT0641 ___________________________________________________________________ FT0641* NAD 83(1986)- 35 31 26. (N) 117 40 41. (W) SCALED FT0641* NAVD 88 - 955.602 (meters) 3135.17 (feet) ADJUSTED FT0641 ___________________________________________________________________ FT0641 GEOID HEIGHT- -30.47 (meters) GEOID99 FT0641 DYNAMIC HT - 954.536 (meters) 3131.67 (feet) COMP FT0641 MODELED GRAV- 979,485.4 (mgal) NAVD 88 FT0641 FT0641 VERT ORDER - FIRST CLASS II FT0641 FT0641.The horizontal coordinates were scaled from a topographic map and have FT0641.an estimated accuracy of +/- 6 seconds. FT0641 FT0641.The orthometric height was determined by differential leveling FT0641.and adjusted by the National Geodetic Survey in June 1991. FT0641 FT0641.The geoid height was determined by GEOID99. FT0641 FT0641.The dynamic height is computed by dividing the NAVD 88 FT0641.geopotential number by the normal gravity value computed on the FT0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0641.degrees latitude (g = 980.6199 gals.). FT0641 FT0641.The modeled gravity was interpolated from observed gravity values. FT0641 FT0641; North East Units Estimated Accuracy FT0641;SPC CA 5 - 724,560. 2,029,200. MT (+/- 180 meters Scaled) FT0641 FT0641 SUPERSEDED SURVEY CONTROL FT0641 FT0641 NGVD 29 (??/??/92) 954.729 (m) 3132.31 (f) ADJ UNCH 1 2 FT0641 FT0641.Superseded values are not recommended for survey control. FT0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0641.See file dsdata.txt to determine how the superseded data were derived. FT0641 FT0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV385313(NAD 83) FT0641_MARKER: DB = BENCH MARK DISK FT0641_SETTING: 36 = BRIDGE FT0641_STAMPING: L 48 1925 FT0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0641+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FT0641 FT0641 HISTORY - Date Condition Report By FT0641 HISTORY - 1925 MONUMENTED CGS FT0641 HISTORY - 1962 GOOD NGS FT0641 HISTORY - 20030826 GOOD JOHFRA FT0641 FT0641 STATION DESCRIPTION FT0641 FT0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FT0641'3.6 MI NW FROM SEARLES. FT0641'3.65 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0641'FROM THE STATION SIGN AT SEARLES, 4 1/2 POLES NORTHWEST OF FT0641'MILEPOLE 432, ABOUT 12 POLES NORTHWEST OF THE CROSSING OF U.S. FT0641'HIGHWAY 395, IN THE TOP OF AND 1.7 FEET SOUTHWEST OF THE FT0641'NORTHEAST END OF CONCRETE ABUTMENT OF BRIDGE 432.16, 7.1 FEET FT0641'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN FT0641'THE TRACK. FT0641 FT0641 STATION RECOVERY (2003) FT0641 FT0641'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT0641'RECOVERED AS DESCRIBED IN THE 1962 RECOVERY NOTE EXCEPT THAT THE FT0641'RAILROAD RAILS PER THE DESCRIPTION ARE NOW GONE. THE STATION IS 10 FT0641'FEET NORTHEASTERLY OF THE CENTER OF THE ABANDONED RAILROAD BED. FT0641'HANDHELD GPS POSITION = N35-31-28.1 W117-40-41.1. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW0878 *********************************************************************** EW0878 DESIGNATION - U 56 EW0878 PID - EW0878 EW0878 STATE/COUNTY- CA/KERN EW0878 USGS QUAD - ROSAMOND (1973) EW0878 EW0878 *CURRENT SURVEY CONTROL EW0878 ___________________________________________________________________ EW0878* NAD 83(1986)- 34 51 36. (N) 118 09 45. (W) SCALED EW0878* NAVD 88 - 709.810 (meters) 2328.77 (feet) ADJUSTED EW0878 ___________________________________________________________________ EW0878 GEOID HEIGHT- -32.06 (meters) GEOID99 EW0878 DYNAMIC HT - 709.008 (meters) 2326.14 (feet) COMP EW0878 MODELED GRAV- 979,482.7 (mgal) NAVD 88 EW0878 OBS GRAVITY - 979,478.5 (mgal) GRAV_OBS EW0878 EW0878 VERT ORDER - FIRST CLASS II EW0878 EW0878.The horizontal coordinates were scaled from a topographic map and have EW0878.an estimated accuracy of +/- 6 seconds. EW0878 EW0878.The orthometric height was determined by differential leveling EW0878.and adjusted by the National Geodetic Survey in June 1991. EW0878 EW0878.The geoid height was determined by GEOID99. EW0878 EW0878.The dynamic height is computed by dividing the NAVD 88 EW0878.geopotential number by the normal gravity value computed on the EW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW0878.degrees latitude (g = 980.6199 gals.). EW0878 EW0878.The modeled gravity was interpolated from observed gravity values. EW0878.The observed gravity was obtained from relative gravimeter ties EW0878.to the IGSN71 gravity network. EW0878 EW0878; North East Units Estimated Accuracy EW0878;SPC CA 5 - 650,870. 1,985,140. MT (+/- 180 meters Scaled) EW0878 EW0878 SUPERSEDED SURVEY CONTROL EW0878 EW0878 NGVD 29 (??/??/92) 708.974 (m) 2326.03 (f) ADJ UNCH 1 2 EW0878 EW0878.Superseded values are not recommended for survey control. EW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0878.See file dsdata.txt to determine how the superseded data were derived. EW0878 EW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU937581(NAD 83) EW0878_MARKER: DB = BENCH MARK DISK EW0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW0878_STAMPING: U 56 1926 EW0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW0878+STABILITY: SURFACE MOTION EW0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW0878+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 EW0878 EW0878 HISTORY - Date Condition Report By EW0878 HISTORY - 1926 MONUMENTED CGS EW0878 HISTORY - 1961 GOOD NGS EW0878 HISTORY - 1971 GOOD NGS EW0878 HISTORY - 1977 GOOD NGS EW0878 HISTORY - 20030825 GOOD JOHFRA EW0878 EW0878 STATION DESCRIPTION EW0878 EW0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EW0878'AT ROSAMOND. EW0878'AT ROSAMOND, 0.3 MILE SOUTH OF ALONG THE SOUTHERN PACIFIC COMPANY EW0878'RAILROAD FROM THE CROSSING OF ROSAMOND BOULEVARD, 0.2 MILE SOUTH EW0878'OF MILEPOLE 394, 173.0 FEET WEST OF THE WEST RAIL OF THE MAIN EW0878'TRACK, 43 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 6, 52.9 EW0878'FEET SOUTHEAST OF THE CENTER OF THE EAST HEAD WALL OF 36-INCH EW0878'CORRUGATED METAL PIPE CULVERT A 144+ 65, 8 FEET WEST OF POWER LINE EW0878'POLE 627109E, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT EW0878'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST EW0878'PROJECTING 0.3 FOOT ABOVE THE GROUND. EW0878 EW0878 STATION RECOVERY (1971) EW0878 EW0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 EW0878'RECOVERED IN GOOD CONDITION. EW0878 EW0878 STATION RECOVERY (1977) EW0878 EW0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW0878'RECOVERED IN GOOD CONDITION. EW0878 EW0878 STATION RECOVERY (2003) EW0878 EW0878'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) EW0878'RECOVERED AS DESCRIBED IN 1961 RECOVERY NOTE, EXCEPT THE STATION IS 36 EW0878'FEET, NOT 52.9 FEET, SOUTHEAST OF THE CENTER OF THE EAST HEADWALL OF A EW0878'24 INCH, NOT 36 INCH, CORRUGATED METAL PIPE CULVERT. ALSO, POWER LINE EW0878'POLE 627109E NO LONGER EXISTS. HANDHELD GPS POSITION = N34-51-36.4 EW0878'W118-09-44.9.