1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EV2260 *********************************************************************** EV2260 DESIGNATION - 5 FMK EV2260 PID - EV2260 EV2260 STATE/COUNTY- CA/KERN EV2260 USGS QUAD - LEUHMAN RIDGE (1973) EV2260 EV2260 *CURRENT SURVEY CONTROL EV2260 ___________________________________________________________________ EV2260* NAD 83(1986)- 34 59 17. (N) 117 42 23. (W) SCALED EV2260* NAVD 88 - 732.231 (meters) 2402.33 (feet) ADJUSTED EV2260 ___________________________________________________________________ EV2260 GEOID HEIGHT- -31.75 (meters) GEOID03 EV2260 DYNAMIC HT - 731.407 (meters) 2399.62 (feet) COMP EV2260 MODELED GRAV- 979,486.0 (mgal) NAVD 88 EV2260 EV2260 VERT ORDER - FIRST CLASS I EV2260 EV2260.The horizontal coordinates were scaled from a topographic map and have EV2260.an estimated accuracy of +/- 6 seconds. EV2260 EV2260.The orthometric height was determined by differential leveling EV2260.and adjusted by the National Geodetic Survey in June 1991. EV2260.WARNING-Repeat measurements at this control monument indicate possible EV2260.vertical movement. EV2260 EV2260.The geoid height was determined by GEOID03. EV2260 EV2260.The dynamic height is computed by dividing the NAVD 88 EV2260.geopotential number by the normal gravity value computed on the EV2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV2260.degrees latitude (g = 980.6199 gals.). EV2260 EV2260.The modeled gravity was interpolated from observed gravity values. EV2260 EV2260; North East Units Estimated Accuracy EV2260;SPC CA 5 - 665,100. 2,026,810. MT (+/- 180 meters Scaled) EV2260 EV2260 SUPERSEDED SURVEY CONTROL EV2260 EV2260 NGVD 29 (??/??/92) 731.429 (m) 2399.70 (f) ADJ UNCH 1 1 EV2260 EV2260.Superseded values are not recommended for survey control. EV2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV2260.See file dsdata.txt to determine how the superseded data were derived. EV2260 EV2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU355719(NAD 83) EV2260_MARKER: DD = SURVEY DISK EV2260_SETTING: 30 = SET IN A LIGHT STRUCTURE EV2260_SP_SET: CONCRETE BASE EV2260_STAMPING: 5 FMK 1973 EV2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV2260+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004 EV2260 EV2260 HISTORY - Date Condition Report By EV2260 HISTORY - 1973 MONUMENTED USGS EV2260 HISTORY - 1974 GOOD NGS EV2260 HISTORY - 1977 GOOD NGS EV2260 HISTORY - 20040126 GOOD CADT EV2260 EV2260 STATION DESCRIPTION EV2260 EV2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EV2260'3.2 MI SW FROM BORON. EV2260'1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV2260'FROM THE STATION AT BORON, THENCE 2.2 MILES SOUTHWEST ALONG EV2260'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 0.2 MILE EV2260'SOUTHWEST OF THE JUNCTION OF A RAILROAD TRACK SOUTH OF A EV2260'SWITCHSTAND, IN THE TOP OF THE SOUTHEAST END OF A 3- BY 2 1/2-FOOT EV2260'CONCRETE BASE OF A FORMER SEMAPHORE WHICH PROJECTS ABOUT 2 FEET EV2260'ABOVE THE GROUND, 9.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, EV2260'75 FEET NORTHEAST OF THE CENTER LINE OF A BLADED ROAD, ABOUT EV2260'1 1/2 FEET HIGHER THAN THE TRACK. SECTION 3, T10N, R 8W EV2260 EV2260 STATION RECOVERY (1977) EV2260 EV2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EV2260'RECOVERED IN GOOD CONDITION. EV2260 EV2260 STATION RECOVERY (2004) EV2260 EV2260'RECOVERY NOTE BY CALTRANS 2004 (KAR) EV2260'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EV2259 *********************************************************************** EV2259 DESIGNATION - V 1140 EV2259 PID - EV2259 EV2259 STATE/COUNTY- CA/KERN EV2259 USGS QUAD - LEUHMAN RIDGE (1973) EV2259 EV2259 *CURRENT SURVEY CONTROL EV2259 ___________________________________________________________________ EV2259* NAD 83(1986)- 34 59 10. (N) 117 42 36. (W) SCALED EV2259* NAVD 88 - 729.479 (meters) 2393.30 (feet) ADJUSTED EV2259 ___________________________________________________________________ EV2259 GEOID HEIGHT- -31.76 (meters) GEOID03 EV2259 DYNAMIC HT - 728.658 (meters) 2390.61 (feet) COMP EV2259 MODELED GRAV- 979,486.1 (mgal) NAVD 88 EV2259 EV2259 VERT ORDER - FIRST CLASS I EV2259 EV2259.The horizontal coordinates were scaled from a topographic map and have EV2259.an estimated accuracy of +/- 6 seconds. EV2259 EV2259.The orthometric height was determined by differential leveling EV2259.and adjusted by the National Geodetic Survey in June 1991. EV2259.WARNING-Repeat measurements at this control monument indicate possible EV2259.vertical movement. EV2259 EV2259.The geoid height was determined by GEOID03. EV2259 EV2259.The dynamic height is computed by dividing the NAVD 88 EV2259.geopotential number by the normal gravity value computed on the EV2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV2259.degrees latitude (g = 980.6199 gals.). EV2259 EV2259.The modeled gravity was interpolated from observed gravity values. EV2259 EV2259; North East Units Estimated Accuracy EV2259;SPC CA 5 - 664,890. 2,026,480. MT (+/- 180 meters Scaled) EV2259 EV2259 SUPERSEDED SURVEY CONTROL EV2259 EV2259 NGVD 29 (??/??/92) 728.677 (m) 2390.67 (f) ADJ UNCH 1 1 EV2259 EV2259.Superseded values are not recommended for survey control. EV2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV2259.See file dsdata.txt to determine how the superseded data were derived. EV2259 EV2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU352717(NAD 83) EV2259_MARKER: DB = BENCH MARK DISK EV2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT EV2259_STAMPING: V 1140 1961 EV2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV2259+STABILITY: SURFACE MOTION EV2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV2259+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004 EV2259 EV2259 HISTORY - Date Condition Report By EV2259 HISTORY - 1961 MONUMENTED CGS EV2259 HISTORY - 1973 GOOD NGS EV2259 HISTORY - 1977 GOOD NGS EV2259 HISTORY - 20040126 GOOD CADT EV2259 EV2259 STATION DESCRIPTION EV2259 EV2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 EV2259'3.5 MI W FROM BORON. EV2259'1.05 MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY EV2259'FROM THE STATION AT BORON, THENCE 2.45 MILES SOUTHWEST ALONG EV2259'THE ATCHISON TOPEKA AND SANTA FE RAILWAY RICH SPUR, ABOUT EV2259'0.55 MILE SOUTHWEST OF A READY MIX SAND PLANT, 42.6 FEET SOUTHEAST EV2259'OF THE SOUTHEAST RAIL, 69 FEET NORTHWEST OF THE CENTER LINE EV2259'OF THE ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT EV2259'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST EV2259'WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND. EV2259 EV2259 STATION RECOVERY (1973) EV2259 EV2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EV2259'RECOVERED IN GOOD CONDITION. EV2259 EV2259 STATION RECOVERY (1977) EV2259 EV2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EV2259'RECOVERED IN GOOD CONDITION. EV2259 EV2259 STATION RECOVERY (2004) EV2259 EV2259'RECOVERY NOTE BY CALTRANS 2004 (KAR) EV2259'RECOVERED IN GOOD CONDITION.