1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EW0945 *********************************************************************** EW0945 DESIGNATION - E 1147 EW0945 PID - EW0945 EW0945 STATE/COUNTY- CA/KERN EW0945 USGS QUAD - SOLEDAD MTN (1973) EW0945 EW0945 *CURRENT SURVEY CONTROL EW0945 ___________________________________________________________________ EW0945* NAD 83(1986)- 34 52 52. (N) 118 09 57. (W) SCALED EW0945* NAVD 88 - 738.483 (meters) 2422.84 (feet) ADJUSTED EW0945 ___________________________________________________________________ EW0945 GEOID HEIGHT- -32.00 (meters) GEOID99 EW0945 DYNAMIC HT - 737.647 (meters) 2420.10 (feet) COMP EW0945 MODELED GRAV- 979,478.1 (mgal) NAVD 88 EW0945 EW0945 VERT ORDER - FIRST CLASS II EW0945 EW0945.The horizontal coordinates were scaled from a topographic map and have EW0945.an estimated accuracy of +/- 6 seconds. EW0945 EW0945.The orthometric height was determined by differential leveling EW0945.and adjusted by the National Geodetic Survey in June 1991. EW0945 EW0945.The geoid height was determined by GEOID99. EW0945 EW0945.The dynamic height is computed by dividing the NAVD 88 EW0945.geopotential number by the normal gravity value computed on the EW0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW0945.degrees latitude (g = 980.6199 gals.). EW0945 EW0945.The modeled gravity was interpolated from observed gravity values. EW0945 EW0945; North East Units Estimated Accuracy EW0945;SPC CA 5 - 653,210. 1,984,840. MT (+/- 180 meters Scaled) EW0945 EW0945 SUPERSEDED SURVEY CONTROL EW0945 EW0945 NGVD 29 (??/??/92) 737.643 (m) 2420.08 (f) ADJ UNCH 1 2 EW0945 EW0945.Superseded values are not recommended for survey control. EW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0945.See file dsdata.txt to determine how the superseded data were derived. EW0945 EW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU934604(NAD 83) EW0945_MARKER: DB = BENCH MARK DISK EW0945_SETTING: 66 = SET IN ROCK OUTCROP EW0945_STAMPING: E 1147 1961 EW0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EW0945+STABILITY: POSITION/ELEVATION WELL EW0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW0945+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003 EW0945 EW0945 HISTORY - Date Condition Report By EW0945 HISTORY - 1961 MONUMENTED CGS EW0945 HISTORY - 1973 GOOD NGS EW0945 HISTORY - 1977 GOOD NGS EW0945 HISTORY - 20031105 GOOD JOHFRA EW0945 EW0945 STATION DESCRIPTION EW0945 EW0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EW0945'1.2 MI N FROM ROSAMOND. EW0945'1.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD EW0945'FROM THE CROSSING OF ROSAMOND BOULEVARD AT ROSAMOND, IN THE EW0945'TOP OF A 4- BY 18-FOOT OUTCROP, 182.0 FEET WEST OF THE CENTER EW0945'LINE OF SIERRA HIGHWAY, 56.0 FEET EAST OF THE CENTER LINE OF EW0945'THE NORTHBOUND LANES OF STATE HIGHWAY 14, 9.0 FEET EAST OF THE EW0945'RIGHT-OF-WAY FENCE, 4.5 FEET WEST OF A WITNESS POST, ABOUT EW0945'5 FEET HIGHER THAN SIERRA HIGHWAY, ABOUT 2 FEET HIGHER THAN EW0945'HIGHWAY 14, AND ABOUT 3 FEET ABOVE THE GROUND. SEC 9, T9N, R12W. EW0945 EW0945 STATION RECOVERY (1977) EW0945 EW0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW0945'RECOVERED IN GOOD CONDITION. EW0945 EW0945 STATION RECOVERY (2003) EW0945 EW0945'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW0945'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EW6871 *********************************************************************** EW6871 DESIGNATION - K 1146 RESET 1977 EW6871 PID - EW6871 EW6871 STATE/COUNTY- CA/KERN EW6871 USGS QUAD - SOLEDAD MTN (1973) EW6871 EW6871 *CURRENT SURVEY CONTROL EW6871 ___________________________________________________________________ EW6871* NAD 83(1986)- 34 52 46. (N) 118 09 54. (W) SCALED EW6871* NAVD 88 - 734.665 (meters) 2410.31 (feet) ADJUSTED EW6871 ___________________________________________________________________ EW6871 GEOID HEIGHT- -32.01 (meters) GEOID99 EW6871 DYNAMIC HT - 733.834 (meters) 2407.59 (feet) COMP EW6871 MODELED GRAV- 979,478.7 (mgal) NAVD 88 EW6871 EW6871 VERT ORDER - FIRST CLASS I EW6871 EW6871.The horizontal coordinates were scaled from a topographic map and have EW6871.an estimated accuracy of +/- 6 seconds. EW6871 EW6871.The orthometric height was determined by differential leveling EW6871.and adjusted by the National Geodetic Survey in June 1991. EW6871 EW6871.The geoid height was determined by GEOID99. EW6871 EW6871.The dynamic height is computed by dividing the NAVD 88 EW6871.geopotential number by the normal gravity value computed on the EW6871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW6871.degrees latitude (g = 980.6199 gals.). EW6871 EW6871.The modeled gravity was interpolated from observed gravity values. EW6871 EW6871; North East Units Estimated Accuracy EW6871;SPC CA 5 - 653,030. 1,984,920. MT (+/- 180 meters Scaled) EW6871 EW6871 SUPERSEDED SURVEY CONTROL EW6871 EW6871 NGVD 29 (??/??/92) 733.826 (m) 2407.56 (f) ADJ UNCH 1 1 EW6871 EW6871.Superseded values are not recommended for survey control. EW6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6871.See file dsdata.txt to determine how the superseded data were derived. EW6871 EW6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU935602(NAD 83) EW6871_MARKER: DB = BENCH MARK DISK EW6871_SETTING: 30 = HEAD WALL EW6871_STAMPING: K 1146 RESET 1977 EW6871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW6871 EW6871 HISTORY - Date Condition Report By EW6871 HISTORY - 1977 MONUMENTED NGS EW6871 HISTORY - 1977 GOOD NGS EW6871 HISTORY - 20031105 MARK NOT FOUND JOHFRA EW6871 EW6871 STATION DESCRIPTION EW6871 EW6871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 EW6871'1.1 MI NORTH FROM ROSAMOND. EW6871'1.1 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF ROSAMOND EW6871'BOULEVARD, 21.0 FT. FROM THE CENTER LINE OF HIGHWAY, 35.0 FT. FROM EW6871'RIGHT-OF-WAY FENCE, 151 FT. WEST OF WEST RAIL, ON THE NORTH END EW6871'OF THE WEST CULVERT HEADWALL. EW6871 EW6871 STATION RECOVERY (2003) EW6871 EW6871'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW6871'A NEW HEADWALL HAS BEEN CONSTRUCTED REPLACING THE CULVERT HEADWALL EW6871'DESCRIBED IN THE 1977 RECOVERY NOTE. MARK HAS APPARENTLY BEEN EW6871'DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EW0871 *********************************************************************** EW0871 DESIGNATION - L 487 EW0871 PID - EW0871 EW0871 STATE/COUNTY- CA/KERN EW0871 USGS QUAD - ROSAMOND (1973) EW0871 EW0871 *CURRENT SURVEY CONTROL EW0871 ___________________________________________________________________ EW0871* NAD 83(1986)- 34 50 01. (N) 118 09 29. (W) SCALED EW0871* NAVD 88 - 705.505 (meters) 2314.64 (feet) ADJUSTED EW0871 ___________________________________________________________________ EW0871 GEOID HEIGHT- -32.12 (meters) GEOID99 EW0871 DYNAMIC HT - 704.708 (meters) 2312.03 (feet) COMP EW0871 MODELED GRAV- 979,482.0 (mgal) NAVD 88 EW0871 OBS GRAVITY - 979,479.0 (mgal) GRAV_OBS EW0871 EW0871 VERT ORDER - FIRST CLASS I EW0871 EW0871.The horizontal coordinates were scaled from a topographic map and have EW0871.an estimated accuracy of +/- 6 seconds. EW0871 EW0871.The orthometric height was determined by differential leveling EW0871.and adjusted by the National Geodetic Survey in June 1991. EW0871 EW0871.The geoid height was determined by GEOID99. EW0871 EW0871.The dynamic height is computed by dividing the NAVD 88 EW0871.geopotential number by the normal gravity value computed on the EW0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW0871.degrees latitude (g = 980.6199 gals.). EW0871 EW0871.The modeled gravity was interpolated from observed gravity values. EW0871.The observed gravity was obtained from relative gravimeter ties EW0871.to the IGSN71 gravity network. EW0871 EW0871; North East Units Estimated Accuracy EW0871;SPC CA 5 - 647,940. 1,985,540. MT (+/- 180 meters Scaled) EW0871 EW0871 SUPERSEDED SURVEY CONTROL EW0871 EW0871 NGVD 29 (??/??/92) 704.670 (m) 2311.90 (f) ADJ UNCH 1 1 EW0871 EW0871.Superseded values are not recommended for survey control. EW0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0871.See file dsdata.txt to determine how the superseded data were derived. EW0871 EW0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU941552(NAD 83) EW0871_MARKER: DB = BENCH MARK DISK EW0871_SETTING: 30 = CULVERT EW0871_STAMPING: L 487 1955 EW0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW0871+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003 EW0871 EW0871 HISTORY - Date Condition Report By EW0871 HISTORY - 1955 MONUMENTED CGS EW0871 HISTORY - 1961 GOOD NGS EW0871 HISTORY - 1971 GOOD NGS EW0871 HISTORY - 1977 GOOD NGS EW0871 HISTORY - 20031105 GOOD JOHFRA EW0871 EW0871 STATION DESCRIPTION EW0871 EW0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EW0871'2.1 MI S FROM ROSAMOND. EW0871'2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD EW0871'FROM THE CROSSING OF ROSAMOND BOULEVARD AT ROSAMOND, 2 1/4 POLES EW0871'SOUTH OF AND ACROSS U.S. HIGHWAY 6 FROM MILEPOLE 396, IN THE TOP EW0871'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF 24-INCH EW0871'CORRUGATED METAL PIPE CULVERT A 46+97 UNDER THE HIGHWAY, 23 1/2 EW0871'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF THE EW0871'NORTH END OF HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY. EW0871 EW0871 STATION RECOVERY (1971) EW0871 EW0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 EW0871'RECOVERED IN GOOD CONDITION. EW0871 EW0871 STATION RECOVERY (1977) EW0871 EW0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW0871'RECOVERED IN GOOD CONDITION. EW0871 EW0871 STATION RECOVERY (2003) EW0871 EW0871'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW0871'FOUND GENERALLY AS DESCRIBED IN 1961 RECOVERY NOTE. STATION IS ALSO EW0871'600 FEET SOUTH OF PATTERSON ROAD, 33.7 FEET NORTHEAST OF A POWER POLE, EW0871'AND 3 FEET EAST OF A CARSONITE WITNESS POST. HANDHELD GPS POSITION IS EW0871'N34-50-01.1 W118-09-29.5. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EW6497 *********************************************************************** EW6497 DESIGNATION - R 488 EW6497 PID - EW6497 EW6497 STATE/COUNTY- CA/KERN EW6497 USGS QUAD - ROSAMOND (1973) EW6497 EW6497 *CURRENT SURVEY CONTROL EW6497 ___________________________________________________________________ EW6497* NAD 83(1986)- 34 51 54. (N) 118 10 08. (W) SCALED EW6497* NAVD 88 - 713.40 (+/-2cm) 2340.5 (feet) VERTCON EW6497 ___________________________________________________________________ EW6497 GEOID HEIGHT- -32.04 (meters) GEOID99 EW6497 EW6497 VERT ORDER - FIRST CLASS II (See Below) EW6497 EW6497.The horizontal coordinates were scaled from a topographic map and have EW6497.an estimated accuracy of +/- 6 seconds. EW6497 EW6497.The NAVD 88 height was computed by applying the VERTCON shift value to EW6497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW6497.The vertical order pertains to the NGVD 29 superseded value. EW6497 EW6497.The geoid height was determined by GEOID99. EW6497 EW6497; North East Units Estimated Accuracy EW6497;SPC CA 5 - 651,430. 1,984,560. MT (+/- 180 meters Scaled) EW6497 EW6497 SUPERSEDED SURVEY CONTROL EW6497 EW6497 NGVD 29 (??/??/92) 712.561 (m) 2337.79 (f) ADJ UNCH 1 2 EW6497 EW6497.Superseded values are not recommended for survey control. EW6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6497.See file dsdata.txt to determine how the superseded data were derived. EW6497 EW6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU931586(NAD 83) EW6497_MARKER: DB = BENCH MARK DISK EW6497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW6497_STAMPING: R 488 1955 EW6497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW6497+STABILITY: SURFACE MOTION EW6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW6497+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003 EW6497 EW6497 HISTORY - Date Condition Report By EW6497 HISTORY - 1955 MONUMENTED CGS EW6497 HISTORY - 1961 GOOD NGS EW6497 HISTORY - 20031105 GOOD JOHFRA EW6497 EW6497 STATION DESCRIPTION EW6497 EW6497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EW6497'AT ROSAMOND. EW6497'AT ROSAMOND, 0.3 MILE WEST ALONG ROSAMOND BOULEVARD FROM THE EW6497'INTERSECTION OF U.S. HIGHWAY 6, AT THE INTERSECTION OF B STREET, EW6497'AT THE SOUTHWEST CORNER OF ROSAMOND SCHOOL YARD, 48.3 FEET NORTH EW6497'OF THE CENTER LINE OF THE BOULEVARD, 34 1/2 FEET EAST OF THE EW6497'CENTER LINE OF THE STREET, 2.2 FEET SOUTH OF A FENCE, 2.1 FEET EW6497'WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE STREET, EW6497'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE EW6497'THE GROUND. EW6497 EW6497 STATION RECOVERY (2003) EW6497 EW6497'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW6497'FOUND AS DESCRIBED IN 1961 RECOVERY NOTE EXCEPT MARK IS ABOUT 1 FOOT EW6497'HIGHER THAN STREET INSTEAD OF 1/2 FOOT AND THE POST EXTENDS 1 FOOT EW6497'ABOVE GROUND RATHER THAN 0.3 FOOT. 2ND ORDER CLASS II LEVELING EW6497'CONDUCTED FOR CALIFORNIA SPATIAL REFERENCE CENTER INDICATES THIS MARK EW6497'IS 0.14 M (0.47 FOOT) HIGHER THAN PUBLISHED. IT WOULD APPEAR FROM THE EW6497'FIELD AND LEVELING THAT THE MARK HAS BEEN MOVED FROM ITS ORIGINAL EW6497'LOCATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EW9577 *********************************************************************** EW9577 DESIGNATION - S 488 RESET EW9577 PID - EW9577 EW9577 STATE/COUNTY- CA/KERN EW9577 USGS QUAD - ROSAMOND (1973) EW9577 EW9577 *CURRENT SURVEY CONTROL EW9577 ___________________________________________________________________ EW9577* NAD 83(1986)- 34 51 51. (N) 118 11 08. (W) SCALED EW9577* NAVD 88 - 716.84 (+/-2cm) 2351.8 (feet) VERTCON EW9577 ___________________________________________________________________ EW9577 GEOID HEIGHT- -32.04 (meters) GEOID99 EW9577 EW9577 VERT ORDER - THIRD (See Below) EW9577 EW9577.The horizontal coordinates were scaled from a topographic map and have EW9577.an estimated accuracy of +/- 6 seconds. EW9577 EW9577.The NAVD 88 height was computed by applying the VERTCON shift value to EW9577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW9577.The vertical order pertains to the NGVD 29 superseded value. EW9577 EW9577.The geoid height was determined by GEOID99. EW9577 EW9577; North East Units Estimated Accuracy EW9577;SPC CA 5 - 651,340. 1,983,030. MT (+/- 180 meters Scaled) EW9577 EW9577 SUPERSEDED SURVEY CONTROL EW9577 EW9577 NGVD 29 (01/09/03) 716.00 (m) 2349.1 (f) RESET 3 EW9577 EW9577.Superseded values are not recommended for survey control. EW9577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9577.See file dsdata.txt to determine how the superseded data were derived. EW9577 EW9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU916586(NAD 83) EW9577_MARKER: DV = VERTICAL CONTROL DISK EW9577_SETTING: 30 = DRAIN EW9577_STAMPING: S 488 RESET 1989 EW9577_MARK LOGO: NGS EW9577_MAGNETIC: N = NO MAGNETIC MATERIAL EW9577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW9577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW9577+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003 EW9577 EW9577 HISTORY - Date Condition Report By EW9577 HISTORY - 1989 MONUMENTED CA-029 EW9577 HISTORY - 20031105 GOOD JOHFRA EW9577 EW9577 STATION DESCRIPTION EW9577 EW9577'DESCRIBED BY KERN COUNTY CALIFORNIA 1989 EW9577'0.7 MILES (1.1 KM) WEST ALONG ROSAMOND BOULEVARD FROM THE INTERSECTION EW9577'WITH STATE HIGHWAY 14 TO THE INTERSECTION OF ROSAMOND BOULEVARD AND EW9577'30TH STREET WEST AND THE NEW MARK ON THE NORTHWEST CORNER IN TOP OF EW9577'THE SOUTHEAST CORNER OF A 5.5 X 5.5 CONCRETE DRAINAGE STRUCTURE NEAR EW9577'THE NORTH END OF NORTHWEST CURB, 78 FEET (23.8 M) NORTH OF ROSAMOND EW9577'BOULEVARD AND 34 FEET (10.4 M) WEST OF 30TH STREET WEST INTERSECTION, EW9577'THE CORNER TO SECTIONS 18 19 17 20, T9N R12W, APPROXIMATELY 21.0 FEET EW9577'(6.4 M) EAST AND 50 FEET (15.2 M) NORTH OF ORIGINAL STATION. EW9577 EW9577 STATION RECOVERY (2003) EW9577 EW9577'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW9577'RECOVERED IN GOOD CONDITION.