1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1512 *********************************************************************** HS1512 DESIGNATION - 120 RESET HS1512 PID - HS1512 HS1512 STATE/COUNTY- CA/MERCED HS1512 USGS QUAD - ARENA (1987) HS1512 HS1512 *CURRENT SURVEY CONTROL HS1512 ___________________________________________________________________ HS1512* NAD 83(1986)- 37 22 02. (N) 120 43 25. (W) SCALED HS1512* NAVD 88 - 37.66 (+/-2cm) 123.6 (feet) VERTCON HS1512 ___________________________________________________________________ HS1512 GEOID HEIGHT- -32.09 (meters) GEOID99 HS1512 HS1512 VERT ORDER - THIRD (See Below) HS1512 HS1512.The horizontal coordinates were scaled from a topographic map and have HS1512.an estimated accuracy of +/- 6 seconds. HS1512 HS1512.The NAVD 88 height was computed by applying the VERTCON shift value to HS1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1512.The vertical order pertains to the superseded datum. HS1512 HS1512.The geoid height was determined by GEOID99. HS1512 HS1512; North East Units Estimated Accuracy HS1512;SPC CA 3 - 596,270. 1,980,190. MT (+/- 180 meters Scaled) HS1512 HS1512 SUPERSEDED SURVEY CONTROL HS1512 HS1512 NGVD 29 - 36.94 (m) 121.2 (f) RESET 3 HS1512 HS1512.Superseded values are not recommended for survey control. HS1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1512.See file dsdata.txt to determine how the superseded data were derived. HS1512 HS1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG015380(NAD 83) HS1512_MARKER: DD = SURVEY DISK HS1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1512_STAMPING: 120 USGS RESET 1963 HS1512_MARK LOGO: USGS HS1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1512+STABILITY: SURFACE MOTION HS1512 HS1512 HISTORY - Date Condition Report By HS1512 HISTORY - 1963 MONUMENTED CGS HS1512 HISTORY - 1988 POOR NGS HS1512 HS1512 STATION DESCRIPTION HS1512 HS1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 HS1512'1.4 MI S FROM LIVINGSTON. HS1512'1.35 MILES SOUTH ALONG THIRD STREET AND LINCOLN BOULEVARD FROM HS1512'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LIVINGSTON, AT HS1512'THE INTERSECTION OF MAGNOLIA AVENUE, 72.5 FEET NORTH OF THE HS1512'CENTERLINE OF MAGNOLIA AVENUE, 26.0 FEET WEST OF THE CENTERLINE HS1512'OF LINCOLN BOULEVARD, 8.2 FEET NORTH OF A POWERLINE POLE, 1.4 HS1512'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HS1512'BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 HS1512'FOOT ABOVE THE GROUND. HS1512 HS1512 STATION RECOVERY (1988) HS1512 HS1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1512'RECOVERED IN POOR CONDITION. THE 1963 DESCRIPTION IS ADEQUATE EXCEPT HS1512'ADD--THE MARK HAS BEEN DISTURBED, NOT LEVELED THIS SURVEY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0325 *********************************************************************** GU0325 DESIGNATION - 938+35.07 GU0325 PID - GU0325 GU0325 STATE/COUNTY- CA/MERCED GU0325 USGS QUAD - CHARLESTON SCHOOL (1971) GU0325 GU0325 *CURRENT SURVEY CONTROL GU0325 ___________________________________________________________________ GU0325* NAD 83(1986)- 36 55 01. (N) 120 49 21. (W) SCALED GU0325* NAVD 88 - 100.63 (+/-2cm) 330.2 (feet) VERTCON GU0325 ___________________________________________________________________ GU0325 GEOID HEIGHT- -33.19 (meters) GEOID99 GU0325 GU0325 VERT ORDER - THIRD (See Below) GU0325 GU0325.The horizontal coordinates were scaled from a topographic map and have GU0325.an estimated accuracy of +/- 6 seconds. GU0325 GU0325.The NAVD 88 height was computed by applying the VERTCON shift value to GU0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0325.The vertical order pertains to the superseded datum. GU0325 GU0325.The geoid height was determined by GEOID99. GU0325 GU0325; North East Units Estimated Accuracy GU0325;SPC CA 3 - 546,320. 1,971,260. MT (+/- 180 meters Scaled) GU0325 GU0325 SUPERSEDED SURVEY CONTROL GU0325 GU0325 NGVD 29 - 99.78 (m) 327.4 (f) RESET 3 GU0325 GU0325.Superseded values are not recommended for survey control. GU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0325.See file dsdata.txt to determine how the superseded data were derived. GU0325 GU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF939878(NAD 83) GU0325_MARKER: DD = SURVEY DISK GU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0325_STAMPING: ROW LT.223.27 PT 938+35.07 GU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0325+STABILITY: SURFACE MOTION GU0325 GU0325 HISTORY - Date Condition Report By GU0325 HISTORY - UNK MONUMENTED BOR GU0325 HISTORY - 1969 GOOD NGS GU0325 HISTORY - 19881128 MARK NOT FOUND NGS GU0325 GU0325 STATION DESCRIPTION GU0325 GU0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 GU0325'11.1 MI S FROM LOS BANOS. GU0325'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM GU0325'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 8.8 MILES GU0325'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 1.4 MILES SOUTHEAST GU0325'ALONG POLE LINE ROAD, 119.0 FEET SOUTHWEST OF THE CENTERLINE GU0325'OF THE ROAD, 6.4 FEET WEST OF A WOODEN WITNESS POST, 6.0 FEET GU0325'NORTHWEST OF A WOODEN WITNESS POST, 4.7 FEET NORTHWEST OF BENCH GU0325'MARK Y 663 RESET 1969, 1.5 FEET SOUTH OF A WOODEN WITNESS POST, GU0325'ABOUT 4-1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF GU0325'A CONCRETE POST FLUSH WITH THE GROUND. GU0325 GU0325 STATION RECOVERY (1988) GU0325 GU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0325'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5460 *********************************************************************** HS5460 DESIGNATION - A 817 RESET HS5460 PID - HS5460 HS5460 STATE/COUNTY- CA/MERCED HS5460 USGS QUAD - LOS BANOS (1987) HS5460 HS5460 *CURRENT SURVEY CONTROL HS5460 ___________________________________________________________________ HS5460* NAD 83(1986)- 37 03 19. (N) 120 45 19. (W) SCALED HS5460* NAVD 88 - 29.91 (meters) 98.1 (feet) RESET HS5460 ___________________________________________________________________ HS5460 GEOID HEIGHT- -33.18 (meters) GEOID99 HS5460 HS5460 VERT ORDER - THIRD HS5460 HS5460.The horizontal coordinates were scaled from a topographic map and have HS5460.an estimated accuracy of +/- 6 seconds. HS5460 HS5460.The orthometric height was computed from unverified reset data. HS5460.No vertical observational check was made to the station. HS5460 HS5460.The geoid height was determined by GEOID99. HS5460 HS5460; North East Units Estimated Accuracy HS5460;SPC CA 3 - 561,660. 1,977,290. MT (+/- 180 meters Scaled) HS5460 HS5460 SUPERSEDED SURVEY CONTROL HS5460 HS5460 NGVD 29 - 29.32 (m) 96.2 (f) RESET 3 HS5460 HS5460.Superseded values are not recommended for survey control. HS5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5460.See file dsdata.txt to determine how the superseded data were derived. HS5460 HS5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG995033(NAD 83) HS5460_MARKER: DV = VERTICAL CONTROL DISK HS5460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5460_STAMPING: A 817 RESET 1991 HS5460_MARK LOGO: NGS HS5460_MAGNETIC: N = NO MAGNETIC MATERIAL HS5460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5460+STABILITY: SURFACE MOTION HS5460 HS5460 HISTORY - Date Condition Report By HS5460 HISTORY - 1991 MONUMENTED CADT HS5460 HS5460 STATION DESCRIPTION HS5460 HS5460'DESCRIBED BY CALTRANS 1991 HS5460'5.3 MILES (8.5 KM) ALONG STATE HIGHWAY ROUTE 152 EAST OF THE HS5460'INTERSECTION WITH SIXTH STREET IN LOS BANOS, AND 0.25 MILE (0.40 KM) HS5460'WEST OF THE INTERSECTION WITH MIDWAY ROAD, 27.0 FEET (8.2 M) SOUTH OF HS5460'SOUTH EDGE OF PAVED ROADWAY SHOULDER, 1.4 FEET (0.4 M) NORTH OF SOUTH HS5460'SIDE RIGHT-OF-WAY FENCE AT ITS INTERSECTION WITH A FENCE SOUTHEAST, HS5460'1.4 FEET (0.4 M) NORTH OF A NEW GUIDEPOST, 1.4 FEET (0.4 M) SOUTH OF HS5460'A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1350 *********************************************************************** HS1350 DESIGNATION - BAN RM 7 HS1350 PID - HS1350 HS1350 STATE/COUNTY- CA/MERCED HS1350 USGS QUAD - VOLTA (1971) HS1350 HS1350 *CURRENT SURVEY CONTROL HS1350 ___________________________________________________________________ HS1350* NAD 83(1986)- 37 03 24. (N) 120 59 52. (W) SCALED HS1350* NAVD 88 - 89.67 (+/-2cm) 294.2 (feet) VERTCON HS1350 ___________________________________________________________________ HS1350 GEOID HEIGHT- -32.94 (meters) GEOID99 HS1350 HS1350 VERT ORDER - THIRD (See Below) HS1350 HS1350.The horizontal coordinates were scaled from a topographic map and have HS1350.an estimated accuracy of +/- 6 seconds. HS1350 HS1350.The NAVD 88 height was computed by applying the VERTCON shift value to HS1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1350.The vertical order pertains to the superseded datum. HS1350 HS1350.The geoid height was determined by GEOID99. HS1350 HS1350; North East Units Estimated Accuracy HS1350;SPC CA 3 - 561,900. 1,955,730. MT (+/- 180 meters Scaled) HS1350 HS1350 SUPERSEDED SURVEY CONTROL HS1350 HS1350 NGVD 29 - 88.80 (m) 291.3 (f) RESET 3 HS1350 HS1350.Superseded values are not recommended for survey control. HS1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1350.See file dsdata.txt to determine how the superseded data were derived. HS1350 HS1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG780030(NAD 83) HS1350_MARKER: DR = REFERENCE MARK DISK HS1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1350_STAMPING: BAN 1943 NO 7 1973 HS1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1350+STABILITY: SURFACE MOTION HS1350 HS1350 HISTORY - Date Condition Report By HS1350 HISTORY - 1973 MONUMENTED NGS HS1350 HS1350 STATION DESCRIPTION HS1350 HS1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS1350'8.1 MI W FROM LOS BANOS. HS1350'8.1 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF HS1350'6TH STREET AT LOS BANOS, 0.9 MILE EAST OF THE T-JUNCTION OF A HS1350'PAVED ROAD LEADING NORTH TO STATE HIGHWAY 33, AT THE T-JUNCTION OF HS1350'HILLDALE AVENUE LEADING NORTH, 84 FEET WEST OF THE PROJECTION OF HS1350'THE CENTER LINE OF THE AVENUE, 202.9 FEET WEST-SOUTHWEST OF HS1350'TRIANGULATION STATION BAN 1943 1973, 64.4 FEET SOUTH OF THE CENTER HS1350'LINE OF THE EAST-BOUND LANE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST HS1350'OF A METAL WITNESS POST, 0.6 FOOT NORTH OF A FENCE LINE, ABOUT HS1350'THE SAME ELEVATION AS THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE HS1350'POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1346 *********************************************************************** HS1346 DESIGNATION - BAN UNDERGROUND HS1346 PID - HS1346 HS1346 STATE/COUNTY- CA/MERCED HS1346 USGS QUAD - VOLTA (1971) HS1346 HS1346 *CURRENT SURVEY CONTROL HS1346 ___________________________________________________________________ HS1346* NAD 83(1986)- 37 03 22. (N) 120 59 51. (W) SCALED HS1346* NAVD 88 - 89.64 (+/-2cm) 294.1 (feet) VERTCON HS1346 ___________________________________________________________________ HS1346 GEOID HEIGHT- -32.94 (meters) GEOID99 HS1346 HS1346 VERT ORDER - THIRD (See Below) HS1346 HS1346.The horizontal coordinates were scaled from a topographic map and have HS1346.an estimated accuracy of +/- 6 seconds. HS1346 HS1346.The NAVD 88 height was computed by applying the VERTCON shift value to HS1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1346.The vertical order pertains to the superseded datum. HS1346 HS1346.The geoid height was determined by GEOID99. HS1346 HS1346; North East Units Estimated Accuracy HS1346;SPC CA 3 - 561,840. 1,955,750. MT (+/- 180 meters Scaled) HS1346 HS1346 SUPERSEDED SURVEY CONTROL HS1346 HS1346 NGVD 29 - 88.76 (m) 291.2 (f) RESET 3 HS1346 HS1346.Superseded values are not recommended for survey control. HS1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1346.See file dsdata.txt to determine how the superseded data were derived. HS1346 HS1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG780029(NAD 83) HS1346_MARKER: DS = TRIANGULATION STATION DISK HS1346_SETTING: 30 = BLOCK OF CONCRETE HS1346_STAMPING: BAN 1943 HS1346_MARK LOGO: CGS HS1346_MAGNETIC: N = NO MAGNETIC MATERIAL HS1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1346 HS1346 HISTORY - Date Condition Report By HS1346 HISTORY - 1943 MONUMENTED CGS HS1346 HISTORY - 1973 GOOD NGS HS1346 HISTORY - 197411 GOOD NGS HS1346 HISTORY - 19881012 MARK NOT FOUND NGS HS1346 HS1346 STATION DESCRIPTION HS1346 HS1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS1346'8.1 MI W FROM LOS BANOS. HS1346'8.1 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF HS1346'6TH STREET AT LOS BANOS, 0.9 MILE EAST OF THE T-JUNCTION OF A HS1346'PAVED ROAD LEADING NORTH TO STATE HIGHWAY 33, AT THE T-JUNCTION OF HS1346'HILLDALE AVENUE LEADING NORTH, 96 FEET EAST OF THE PROJECTION OF HS1346'THE CENTERLINE OF THE AVENUE, 41.2 FEET SOUTH OF THE CENTER LINE OF HS1346'THE WEST-BOUND LANE OF THE HIGHWAY, 29.0 FEET NORTH OF THE CENTER HS1346'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 1.8 FEET WEST OF A HS1346'WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST-BOUND LANE HS1346'OF THE HIGHWAY, AND SET IN THE TOP OF A BLOCK OF CONCRETE 1.3 FEET HS1346'BELOW THE SURFACE OF THE GROUND. HS1346 HS1346 STATION RECOVERY (1974) HS1346 HS1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG) HS1346'THE CONCRETE POST IS NOW 1 FOOT UNDERGROUND AND ROUGH ON THE TOP HS1346'SURFACE OF THE CONCRETE POST WHICH WOULD INDICATE THIS COULD BE THE HS1346'UNDERGROUND DISK OF THE STATION. THIS MARK NOT LEVELED TO DURING THE HS1346'1974-1975 RELEVELING. SECTION 21, T10S, R9E. HS1346 HS1346 STATION RECOVERY (1988) HS1346 HS1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1346'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5461 *********************************************************************** HS5461 DESIGNATION - C 817 RESET HS5461 PID - HS5461 HS5461 STATE/COUNTY- CA/MERCED HS5461 USGS QUAD - DELTA RANCH (1977) HS5461 HS5461 *CURRENT SURVEY CONTROL HS5461 ___________________________________________________________________ HS5461* NAD 83(1986)- 37 03 16. (N) 120 42 16. (W) SCALED HS5461* NAVD 88 - 30.80 (meters) 101.0 (feet) RESET HS5461 ___________________________________________________________________ HS5461 GEOID HEIGHT- -33.12 (meters) GEOID99 HS5461 HS5461 VERT ORDER - THIRD HS5461 HS5461.The horizontal coordinates were scaled from a topographic map and have HS5461.an estimated accuracy of +/- 6 seconds. HS5461 HS5461.The orthometric height was computed from unverified reset data. HS5461.No vertical observational check was made to the station. HS5461 HS5461.The geoid height was determined by GEOID99. HS5461 HS5461; North East Units Estimated Accuracy HS5461;SPC CA 3 - 561,550. 1,981,820. MT (+/- 180 meters Scaled) HS5461 HS5461 SUPERSEDED SURVEY CONTROL HS5461 HS5461 NGVD 29 - 30.12 (m) 98.8 (f) RESET 3 HS5461 HS5461.Superseded values are not recommended for survey control. HS5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5461.See file dsdata.txt to determine how the superseded data were derived. HS5461 HS5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG041033(NAD 83) HS5461_MARKER: DV = VERTICAL CONTROL DISK HS5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5461_STAMPING: C 817 RESET 1991 HS5461_MARK LOGO: NGS HS5461_MAGNETIC: N = NO MAGNETIC MATERIAL HS5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5461+STABILITY: SURFACE MOTION HS5461 HS5461 HISTORY - Date Condition Report By HS5461 HISTORY - 1990 MONUMENTED CADT HS5461 HS5461 STATION DESCRIPTION HS5461 HS5461'DESCRIBED BY CALTRANS 1990 HS5461'3.0 MILES (4.8 KM) EAST ALONG STATE ROUTE 152 FROM THE INTERSECTION OF HS5461'STATE ROUTE 152 AND SIXTH STREET IN LOS BANOS, ON THE NORTH SIDE OF HS5461'STATE ROUTE 152, 93.7 FEET (28.6 M) NORTH OF CENTERLINE OF WEST BOUND HS5461'LANES AND 27.2 FEET (8.3 M) EAST OF THE CENTER LINE OF TURNER ISLAND HS5461'ROAD, 2 FEET (0.6 M) BELOW THE CENTERLINE OF TURNER ISLAND ROAD, 2 HS5461'FEET (0.6 M) EAST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1632 *********************************************************************** HS1632 DESIGNATION - CRANE AZ 2 HS1632 PID - HS1632 HS1632 STATE/COUNTY- CA/MERCED HS1632 USGS QUAD - TURNER RANCH (1976) HS1632 HS1632 *CURRENT SURVEY CONTROL HS1632 ___________________________________________________________________ HS1632* NAD 83(1986)- 37 13 46. (N) 120 42 49. (W) SCALED HS1632* NAVD 88 - 28.45 (+/-2cm) 93.3 (feet) VERTCON HS1632 ___________________________________________________________________ HS1632 GEOID HEIGHT- -32.59 (meters) GEOID99 HS1632 HS1632 VERT ORDER - THIRD (See Below) HS1632 HS1632.The horizontal coordinates were scaled from a topographic map and have HS1632.an estimated accuracy of +/- 6 seconds. HS1632 HS1632.The NAVD 88 height was computed by applying the VERTCON shift value to HS1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1632.The vertical order pertains to the superseded datum. HS1632 HS1632.The geoid height was determined by GEOID99. HS1632 HS1632; North East Units Estimated Accuracy HS1632;SPC CA 3 - 580,980. 1,981,040. MT (+/- 180 meters Scaled) HS1632 HS1632 SUPERSEDED SURVEY CONTROL HS1632 HS1632 NGVD 29 - 27.72 (m) 90.9 (f) RESET 3 HS1632 HS1632.Superseded values are not recommended for survey control. HS1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1632.See file dsdata.txt to determine how the superseded data were derived. HS1632 HS1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG028227(NAD 83) HS1632_MARKER: DZ = AZIMUTH MARK DISK HS1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1632_STAMPING: CRANE 1943 AZ 2 1966 BM RESET HS1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1632+STABILITY: SURFACE MOTION HS1632 HS1632 HISTORY - Date Condition Report By HS1632 HISTORY - 1966 MONUMENTED CGS HS1632 HS1632 STATION DESCRIPTION HS1632 HS1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 HS1632'0.6 MI W FROM CRANES RANCH. HS1632'0.6 MILE WEST ALONG GREEN HOUSE ROAD FROM THE WOODEN BRIDGE OVER HS1632'EAST SIDE CANAL AT CRANES RANCH, IN R11E T8S, NEAR THE SOUTHWEST HS1632'CORNER OF THE SOUTHEAST QUARTER OF SECTION 13, 29 FEET SOUTH HS1632'OF THE CENTERLINE OF THE ROAD, 1.8 FEET EAST OF A WOODEN WITNESS HS1632'POST, 1.0 FOOT NORTH OF A FENCE LINE, AND SET IN THE TOP OF A HS1632'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB5020 *********************************************************************** AB5020 DESIGNATION - G 982 RESET AB5020 PID - AB5020 AB5020 STATE/COUNTY- CA/MERCED AB5020 USGS QUAD - SANTA RITA BRIDGE (1977) AB5020 AB5020 *CURRENT SURVEY CONTROL AB5020 ___________________________________________________________________ AB5020* NAD 83(1986)- 37 04 20. (N) 120 31 10. (W) SCALED AB5020* NAVD 88 - 41.83 (meters) 137.2 (feet) RESET AB5020 ___________________________________________________________________ AB5020 GEOID HEIGHT- -32.74 (meters) GEOID99 AB5020 AB5020 VERT ORDER - THIRD AB5020 AB5020.The horizontal coordinates were scaled from a topographic map and have AB5020.an estimated accuracy of +/- 6 seconds. AB5020 AB5020.The orthometric height was computed from unverified reset data. AB5020 AB5020.The geoid height was determined by GEOID99. AB5020 AB5020; North East Units Estimated Accuracy AB5020;SPC CA 3 - 563,510. 1,998,270. MT (+/- 180 meters Scaled) AB5020 AB5020 SUPERSEDED SURVEY CONTROL AB5020 AB5020.No superseded survey control is available for this station. AB5020 AB5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG205057(NAD 83) AB5020_MARKER: DV = VERTICAL CONTROL DISK AB5020_SETTING: 37 = BARRIER RAIL AB5020_STAMPING: G 982 RESET 1996 AB5020_MARK LOGO: NGS AB5020_MAGNETIC: N = NO MAGNETIC MATERIAL AB5020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5020+SATELLITE: SATELLITE OBSERVATIONS - 1996 AB5020 AB5020 HISTORY - Date Condition Report By AB5020 HISTORY - 1996 MONUMENTED CADT AB5020 AB5020 STATION DESCRIPTION AB5020 AB5020'DESCRIBED BY CALTRANS 1996 (PDG) AB5020'FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND 152 GO WEST 1.7 MILES AB5020'(2.7 KM) ON STATE HIGHWAY 152 TO THE WEST END OF THE EASTSIDE BYPASS AB5020'BRIDGE AND THE STATION ON THE LEFT, NEAR THE WEST END OF THE WESTBOUND AB5020'BRIDGE, ON TOP OF THE SOUTH CONCRETE BRIDGE BARRIER RAIL, 3.0 FEET AB5020'(0.9 M) EAST OF THE WEST END OF THE RAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB5019 *********************************************************************** AB5019 DESIGNATION - H 1235 RESET AB5019 PID - AB5019 AB5019 STATE/COUNTY- CA/MERCED AB5019 USGS QUAD - SANTA RITA BRIDGE (1977) AB5019 AB5019 *CURRENT SURVEY CONTROL AB5019 ___________________________________________________________________ AB5019* NAD 83(1986)- 37 03 42. (N) 120 32 34. (W) SCALED AB5019* NAVD 88 - 38.45 (meters) 126.1 (feet) RESET AB5019 ___________________________________________________________________ AB5019 GEOID HEIGHT- -32.82 (meters) GEOID99 AB5019 AB5019 VERT ORDER - THIRD AB5019 AB5019.The horizontal coordinates were scaled from a topographic map and have AB5019.an estimated accuracy of +/- 6 seconds. AB5019 AB5019.The orthometric height was computed from unverified reset data. AB5019 AB5019.The geoid height was determined by GEOID99. AB5019 AB5019; North East Units Estimated Accuracy AB5019;SPC CA 3 - 562,340. 1,996,200. MT (+/- 180 meters Scaled) AB5019 AB5019 SUPERSEDED SURVEY CONTROL AB5019 AB5019.No superseded survey control is available for this station. AB5019 AB5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG184045(NAD 83) AB5019_MARKER: DV = VERTICAL CONTROL DISK AB5019_SETTING: 37 = BARRIER RAIL AB5019_STAMPING: H 1235 RESET 1991 AB5019_MARK LOGO: NGS AB5019_MAGNETIC: N = NO MAGNETIC MATERIAL AB5019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5019+SATELLITE: SATELLITE OBSERVATIONS - 1996 AB5019 AB5019 HISTORY - Date Condition Report By AB5019 HISTORY - 1996 MONUMENTED CADT AB5019 AB5019 STATION DESCRIPTION AB5019 AB5019'DESCRIBED BY CALTRANS 1996 (PDG) AB5019'FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND 152 GO WEST ON STATE AB5019'HIGHWAY 152 APPROXIMATELY 3.3 MILES (5.3 KM) TO THE EAST END OF THE AB5019'FRESNO RIVER BRIDGE AND THE STATION ON THE LEFT, NEAR THE EAST END OF AB5019'THE EASTBOUND BRIDGE, ON TOP OF THE NORTH CONCRETE BRIDGE BARRIER AB5019'RAIL, 5.0 FEET (1.5 M) WEST OF THE EAST END OF THE RAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4466 *********************************************************************** AH4466 DESIGNATION - H 942 RESET AH4466 PID - AH4466 AH4466 STATE/COUNTY- CA/MERCED AH4466 USGS QUAD - CRESSEY (1987) AH4466 AH4466 *CURRENT SURVEY CONTROL AH4466 ___________________________________________________________________ AH4466* NAD 83(1986)- 37 29 31. (N) 120 44 33. (W) SCALED AH4466* NAVD 88 - 57.97 (+/-2cm) 190.2 (feet) VERTCON AH4466 ___________________________________________________________________ AH4466 GEOID HEIGHT- -31.72 (meters) GEOID99 AH4466 AH4466 VERT ORDER - THIRD (See Below) AH4466 AH4466.The horizontal coordinates were scaled from a topographic map and have AH4466.an estimated accuracy of +/- 6 seconds. AH4466 AH4466.The NAVD 88 height was computed by applying the VERTCON shift value to AH4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4466.The vertical order pertains to the superseded datum. AH4466 AH4466.The geoid height was determined by GEOID99. AH4466 AH4466; North East Units Estimated Accuracy AH4466;SPC CA 3 - 610,110. 1,978,560. MT (+/- 180 meters Scaled) AH4466 AH4466 SUPERSEDED SURVEY CONTROL AH4466 AH4466 NGVD 29 - 57.26 (m) 187.9 (f) RESET 3 AH4466 AH4466.Superseded values are not recommended for survey control. AH4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4466.See file dsdata.txt to determine how the superseded data were derived. AH4466 AH4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG995518(NAD 83) AH4466_MARKER: DV = VERTICAL CONTROL DISK AH4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4466_STAMPING: H 942 RESET 1977 AH4466_MARK LOGO: NGS AH4466_PROJECTION: FLUSH AH4466_MAGNETIC: N = NO MAGNETIC MATERIAL AH4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4466+STABILITY: SURFACE MOTION AH4466 AH4466 HISTORY - Date Condition Report By AH4466 HISTORY - 1977 MONUMENTED NGS AH4466 AH4466 STATION DESCRIPTION AH4466 AH4466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH4466'0.2 MILE (0.3 KM) SOUTHEAST ALONG GOLDEN STATE BLVD (US HWY 99) FROM AH4466'THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT TURLOCK, THENCE 5.5 AH4466'MILES (8.9 KM) EAST ALONG EAST AVENUE, 0.35 MILE (0.56 KM) EAST OF THE AH4466'STANISLAUS-MERCED COUNTY LINE, 107.5 FEET (32.8 M) EAST OF GUYED POWER AH4466'POLE NO 14209, 44 FEET (13.4 M) EAST OF THE PROJECTED CENTERLINE OF A AH4466'RANCH DRIVEWAY LEADING NORTH, 28.5 FEET (8.7 M) SOUTH OF THE AH4466'CENTERLINE OF THE AVENUE, 1.2 FEET (0.4 M) SOUTHEAST OF A METAL AH4466'WITNESS POST, 1.0 FEET (0.3 M) NORTH OF A FENCE LINE, ABOUT 1 FOOT AH4466'(0.3 M) HIGHER THAN THE AVENUE AND SET IN THE TOP OF A CONCRETE POST AH4466'PROJECTING 0.2 FEET (6.1 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI1016 *********************************************************************** AI1016 DESIGNATION - J 153 RESET AI1016 PID - AI1016 AI1016 STATE/COUNTY- CA/MERCED AI1016 USGS QUAD - LOS BANOS (1987) AI1016 AI1016 *CURRENT SURVEY CONTROL AI1016 ___________________________________________________________________ AI1016* NAD 83(1986)- 37 03 24. (N) 120 50 00. (W) SCALED AI1016* NAVD 88 - 35.09 (meters) 115.1 (feet) RESET AI1016 ___________________________________________________________________ AI1016 GEOID HEIGHT- -33.21 (meters) GEOID99 AI1016 AI1016 VERT ORDER - THIRD AI1016 AI1016.The horizontal coordinates were scaled from a topographic map and have AI1016.an estimated accuracy of +/- 6 seconds. AI1016 AI1016.The orthometric height was computed from unverified reset data. AI1016.No vertical observational check was made to the station. AI1016 AI1016.The geoid height was determined by GEOID99. AI1016 AI1016; North East Units Estimated Accuracy AI1016;SPC CA 3 - 561,830. 1,970,350. MT (+/- 180 meters Scaled) AI1016 AI1016 SUPERSEDED SURVEY CONTROL AI1016 AI1016.No superseded survey control is available for this station. AI1016 AI1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG926033(NAD 83) AI1016_MARKER: DB = BENCH MARK DISK AI1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI1016_STAMPING: J 153 RESET 1933 1998 114.101 AI1016_MARK LOGO: CGS AI1016_MAGNETIC: N = NO MAGNETIC MATERIAL AI1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI1016+STABILITY: SURFACE MOTION AI1016 AI1016 HISTORY - Date Condition Report By AI1016 HISTORY - 1998 MONUMENTED LOCENG AI1016 AI1016 STATION DESCRIPTION AI1016 AI1016'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (RCH) AI1016'IN LOS BANOS, 0.1 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 152 AI1016'AND MERCEY SPRINGS ROAD, AT THE NORTHEAST CORNER OF THE CALIFORNIA AI1016'STATE HIGHWAY MAINTENANCE YARD, 59.0 FT (17.9 M) SOUTHWEST OF AI1016'SOUTHWEST CORNER OF A 4 X 3 FOOT CONCRETE DRAINAGE INLET STRUCTURE, AI1016'12.0 FT (3.6 M) SOUTH-SOUTHEAST OF CENTER OF FIRE HYDRANT, 1.0 FOOT AI1016'(0.3 M) NORTH OF A FENCE AND WITNESS MARKER, 1.0 FOOT (0.3 M) HIGHER AI1016'THAN THE HIGHWAY, AND PROJECTING 0.4 FOOT (0.12 M) ABOVE GROUND. AI1016'NOTE--THE OLD DISK WAS USED FOR THE RESET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5446 *********************************************************************** HS5446 DESIGNATION - LIVINGSTON RESET HS5446 PID - HS5446 HS5446 STATE/COUNTY- CA/MERCED HS5446 USGS QUAD - CRESSEY (1987) HS5446 HS5446 *CURRENT SURVEY CONTROL HS5446 ___________________________________________________________________ HS5446* NAD 83(1992)- 37 23 12.29344(N) 120 43 15.87186(W) ADJUSTED HS5446* NAVD 88 - 40.91 (meters) 134.2 (feet) RESET HS5446 ___________________________________________________________________ HS5446 EPOCH DATE - 1991.35 HS5446 X - -2,592,126.892 (meters) COMP HS5446 Y - -4,361,983.474 (meters) COMP HS5446 Z - 3,851,590.049 (meters) COMP HS5446 LAPLACE CORR- 4.52 (seconds) DEFLEC99 HS5446 ELLIP HEIGHT- 8.98 (meters) GPS OBS HS5446 GEOID HEIGHT- -32.01 (meters) GEOID99 HS5446 HS5446 HORZ ORDER - FIRST HS5446 VERT ORDER - THIRD HS5446 ELLP ORDER - FOURTH CLASS II HS5446 HS5446.The horizontal coordinates were established by GPS observations HS5446.and adjusted by the National Geodetic Survey in October 1994. HS5446.The horizontal coordinates are valid at the epoch date displayed above. HS5446.The epoch date for horizontal control is a decimal equivalence HS5446.of Year/Month/Day. HS5446 HS5446.The orthometric height was computed from unverified reset data. HS5446.No vertical observational check was made to the station. HS5446.WARNING-GPS observations at this control monument resulted in a GPS HS5446.derived orthometric height which differed from the leveled height by HS5446.more than one decimeter (0.1 meter). HS5446 HS5446.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5446 HS5446.The Laplace correction was computed from DEFLEC99 derived deflections. HS5446 HS5446.The ellipsoidal height was determined by GPS observations HS5446.and is referenced to NAD 83. HS5446 HS5446.The geoid height was determined by GEOID99. HS5446 HS5446; North East Units Scale Converg. HS5446;SPC CA 3 - 598,435.110 1,980,422.824 MT 0.99994928 -0 08 07.3 HS5446;SPC CA 3 - 1,963,365.86 6,497,437.22 sFT 0.99994928 -0 08 07.3 HS5446;UTM 10 - 4,140,213.989 701,752.240 MT 1.00010142 +1 23 03.2 HS5446 HS5446 SUPERSEDED SURVEY CONTROL HS5446 HS5446 NGVD 29 - 40.20 (m) 131.9 (f) RESET 3 HS5446 HS5446.Superseded values are not recommended for survey control. HS5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5446.See file dsdata.txt to determine how the superseded data were derived. HS5446 HS5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG0175240214(NAD 83) HS5446_MARKER: DH = HORIZONTAL CONTROL DISK HS5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5446_STAMPING: LIVINGSTON 1931 1982 HS5446_MARK LOGO: NGS HS5446_PROJECTION: FLUSH HS5446_MAGNETIC: N = NO MAGNETIC MATERIAL HS5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5446+STABILITY: SURFACE MOTION HS5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5446+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1994 HS5446 HS5446 HISTORY - Date Condition Report By HS5446 HISTORY - 1982 MONUMENTED NGS HS5446 HISTORY - 19820511 GOOD NGS HS5446 HISTORY - 19830215 GOOD NGS HS5446 HISTORY - 19940110 GOOD CADT HS5446 HS5446 STATION DESCRIPTION HS5446 HS5446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 HS5446'IN LIVINGSTON, 0.2 KM (0.10 MI) SOUTHEAST ALONG THE NORTHEAST SIDE OF HS5446'THE SOUTHERN PACIFIC RAILROAD, 36.6 METERS (120.1 FT) SOUTHWEST OF HS5446'THE CENTER OF COURT STREET, 26.6 METERS (87.3 FT) NORTHEAST OF THE HS5446'NORTH RAIL, 22.5 METERS (73.8 FT) WEST FROM THE CENTER OF DOUBLE HS5446'GATES, 11.3 METERS (37.1 FT) EAST FROM THE CENTER OF A GATE, 8.8 HS5446'METERS (28.9 FT) SOUTHEAST FROM THE CENTER OF TWO DOORS THAT SPAN ONE HS5446'OPENING, SET IN THE TOP OF A CONCRETE POST RECESSED 2 CM. HS5446 HS5446 STATION RECOVERY (1982) HS5446 HS5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN) HS5446'THE STATION MARK, REFERENCE MARKS 2, 3, 4, AZIMUTH MARK 2 WERE HS5446'RECOVERED IN GOOD CONDITION. THE 1943 AZIMUTH MARK WAS RECOVERED. IT HS5446'HAS BEEN HIT AND THE TOP OF THE CONCRETE IS CHIPPED. PART OF THE HS5446'STAMPING IS ILLEGIBLE. IT IS OBSTRUCTED BY A POWERPOLE AT THE PRESENT HS5446'TIME AND DIRECTION OBSERVATIONS WERE NOT OBSERVED TO IT. THE STATION HS5446'SURFACE MARK HAD BEEN RESET BY A LAND SURVEYOR. THE REFERENCE MARK 4 HS5446'MEASUREMENT DID NOT AGREE WITH THE PREVIOUS DATA. THE SURFACE MONUMENT HS5446'WAS REMOVED AND A NEW MONUMENT WAS SET DIRECTLY ABOVE THE UNDERGROUND HS5446'MARK. REFERENCE MARK 2 IS OBSTRUCTED BY A BUILDING AND NO DIRECTIONS HS5446'OR DISTANCES WERE OBSERVED AT THIS TIME. REFERENCE MARK 4 IS LEANING HS5446'SLIGHTLY AND APPEARS TO HAVE MOVED FROM ITS ORIGINAL POSITION, HOWEVER HS5446'IT IS SOLID IN THE GROUND. THE DISTANCE TO REFERENCE MARK 4 DISAGREED HS5446'WITH THE PREVIOUS DATA BY 0.023 METER (0.075 FT) LONGER. THE HS5446'DIRECTION TO REFERENCE MARK 4 DISAGREED WITH THE PREVIOUS DATA BY 5 HS5446'MINUTES AND 20 SECONDS. THE DISTANCE AND DIRECTION TO REFERENCE MARK HS5446'3 AGREED WITH THE PREVIOUS DATA. THE STATION IS LOCATED 0.1 KM (0.05 HS5446'MI) SOUTHWEST OF STATE HIGHWAY 99 FREEWAY, IN LIVINGSTON ALONG THE HS5446'WEST SIDE OF COURT STREET, IN THE SOUTHERN MOST FENCED IN YARD OF THE HS5446'COPELAND LUMBER COMPANY. TO REACH THE STATION FROM THE INTERSECTION HS5446'OF HIGHWAY 99 AND THIRD STREET (LIVINGSTON CENTER EXIT) IN LIVINGSTON HS5446'GO WEST ON THIRD STREET FOR 0.2 KM (0.10 MI) TO A CROSS STREET AT A HS5446'JOG IN THIRD STREET. TURN LEFT, SOUTH ON COURT STREET FOR 0.2 KM HS5446'(0.10 MI) TO THE STATION ON THE RIGHT. THE STATION IS A STANDARD NGS HS5446'DISK, STAMPED,--LIVINGSTON 1931 1982--, SET INTO THE TOP OF A ROUND HS5446'CONCRETE MONUMENT, 30 CM IN DIAMETER PROJECTING 4 CM ABOVE THE GROUND. HS5446'LOCATED 22.5 METERS (73.8 FT) WEST FROM THE CENTER OF DOUBLE GATES, HS5446'11.3 METERS (37.1 FT) EAST FROM THE CENTER OF A GATE AND 8.8 METERS HS5446'(28.9 FT) SOUTHEAST FROM THE CENTER OF TWO DOORS (ONE OPENING) THE HS5446'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED,--LIVINGSTON 1931--, HS5446'IN AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND. REFERENCE HS5446'MARK NO 2 IS A STANDARD CGS DISK STAMPED,--LIVINGSTON 1931 NO 2, SET HS5446'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM ON SIDE, 15 CM ABOVE HS5446'THE GROUND. LOCATED 4.1 METERS (13.5 FT) NORTHWEST FROM THE SOUTHWEST HS5446'CORNER OF A BUILDING AT A FOOT GATE ENTRANCE. REFERENCE MARK NO 3 IS A HS5446'STANDARD CGS DISK STAMPED,--LIVINGSTON NO 3, SET INTO THE TOP OF A HS5446'SQUARE CONCRETE MONUMENT, 30 CM ON SIDE, 15 CM ABOVE THE GROUND. HS5446'LOCATED 12.2 METERS (40.0 FT) WEST FROM THE CENTER OF COURT STREET, HS5446'4.6 METERS (15.1 FT) SOUTH FROM UTILITY POLE NUMBER 2165, 4.2 METERS HS5446'(13.8 FT) EAST FROM THE SOUTHEAST CORNER OF A BUILDING AND 0.9 METER HS5446'(3.0 FT) NORTHEAST FROM THE NORTH GATE POST OF A CHAINLINK FENCE. HS5446'REFERENCE MARK 4, IS A STANDARD CGS DISK STAMPED,--LIVINGSTON 1931 NO HS5446'4, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN ON SIDE, HS5446'15 CM ABOVE THE GROUND. LOCATED 19.51 METERS (64.01 FT) NORTH FROM THE HS5446'SOUTHWEST CORNER OF THE YARD FENCE, 1.2 METER (3.9 FT) EAST FROM A HS5446'CHAINLINK FENCE AND 0.3 METER (1.0 FT) EAST FROM UTILITY POLE NUMBER HS5446'9500. AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED, LIVINGSTON HS5446'1931 RESET 1961, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM HS5446'ON SIDE, FLUSH WITH GROUND. LOCATED 14.02 METERS (46.00 FT) NORTHEAST HS5446'FROM THE NORTHEAST RAIL OF THE RAILROAD TRACKS, 9.45 METERS (31.00 FT) HS5446'SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 99, 2 HS5446'METERS (6.6 FT) EAST FROM A TELEGRAPH POLE AND 1 METER (3.3 FT) WEST HS5446'FROM A CUTBANK AND 1.7 FT (0.5 M) 0.52 METER (1.71 FT) WEST FROM A HS5446'METAL WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE STATION GO HS5446'SOUTH ALONG THE RAILROAD TRACKS FOR 0.9 KM (0.55 MI) TO THE MARK ON HS5446'THE LEFT, NEAR MILEPOST 40. THE 1943 AZIMUTH MARK IS A STANDARD CGS HS5446'DISK STAMPED---LIVINGSTON AZIMUTH 1943---SET IN THE TOP OF A 30 CM HS5446'SQUARE POST THAT PROJECTS 15 CM. IT IS LOCATED 42 FT. (12.8 M) 12.8 HS5446'METERS (42.0 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE RAILRAOD HS5446'TRACKS, 35 FT. (10.7 M) 10.67 METERS (35.01 FT) SOUTHWEST FROM THE HS5446'CENTER OF THE SOUTHBOUND LANES OF HIGHWAY 99, 1 FT, (0.3 M) 0.3 METER HS5446'(1.0 FT) EAST OF A METAL WITNESS POST. TO REACH THE 1943 AZIMUTH MARK HS5446'FROM THE STATION GO SOUTH ALONG THE EAST SIDE OF THE RAILROAD TRACKS HS5446'FOR 0.8 KM (0.50 MI) TO THE MARK ON THE LEFT. HS5446 HS5446 STATION RECOVERY (1983) HS5446 HS5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) HS5446'THE STATION, REFERENCE MARKS 2, 3, 4, THE 1943 AZIMUTH AND THE 1961 HS5446'AZIMUTH MARK 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1952 HS5446'REFERENCE POINTS 5, 6 AND AZIMUTH MARK 3 LS 2 5 WERE OBSERVED. HS5446'REFERENCE POINT 5 IS A 3 INCH BRASS DISK FASTENED TO AN 18 INCH BY 1/2 HS5446'INCH PIPE WITH A 6 INCH CONCRETE COLLAR PROJECTS 6 INCHES. REFERENCE HS5446'POINT 6 LS A 3 INCH BRASS DISK, THE DISK IS FASTENED TO AN 18 INCH BY HS5446'1/2 INCH PIPE WITH A 6 INCH CONCRETE COLLAR THAT PROJECTS 6 INCHES. HS5446'LOCATED 0.3 METER (1.0 FT) EAST FROM A CHAINLINK FENCE AND INSIDE THE HS5446'FENCED IN YARD. AZIMUTH MARK NO 3 IS A 20 PENNY SPIKE SET INTO THE TOP HS5446'OF A 12 INCH CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE HS5446'GROUND. THE LEGEND, AZIM LS 2457 1982 IS INSCRIBED IN THE TOP OF THE HS5446'POST. LOCATED 13.7 METERS (44.9 FT) SOUTHWEST OF THE CENTER OF THE HS5446'SOUTHBOUND LANE OF HIGHWAY 99 FREEWAY. TO REACH THE AZIMUTH MARK FROM HS5446'THE STATION GO SOUTHEAST ALONG THE NORTHWEST SIDE OF THE RAILROAD HS5446'TRACKS FOR 0.67 KM (0.40 MI) TO THE AZIMUTH MARK 3, IN THE LEFT HS5446'NORTHEAST TRACK OF THE TRACK ROAD. HS5446 HS5446 STATION RECOVERY (1994) HS5446 HS5446'RECOVERY NOTE BY CALTRANS 1994 (DBS) HS5446'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED. A COMPLETE NEW HS5446'DESCRIPTION FOLLOWS. HS5446' HS5446'THE STATION IS LOCATED IN THE CITY OF LIVINGSTON, ABOUT 14 MI (22.5 HS5446'KM) NORTHWEST OF THE CITY OF MERCED. HS5446' HS5446'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99, MAIN HS5446'STREET (SOUTHWEST) AND LIVINGSTON-CRESSEY ROAD (NORTHEAST) IN HS5446'LIVINGSTON, GO SOUTHWEST ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE HS5446'INTERSECTION OF COURT STREET. TURN LEFT AND GO SOUTHEAST ON COURT HS5446'STREET FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT. HS5446' HS5446'THE STATION IS 115.5 FT (35.2 M) SOUTHWEST OF THE CENTERLINE OF COURT HS5446'STREET, 86.9 FT (26.5 M) EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC HS5446'RAILROAD, 63.5 FT (19.4 M) NORTHEAST OF A POWER POLE, 36.4 FT (11.1 M) HS5446'EAST OF A FENCE LINE, 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS HS5446'POST, AND 2.2 FT (0.7 M) NORTHWEST OF A METAL WITNESS POST. HS5446' HS5446'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION HS5446'SURVEY. THE STATION WILL REQUIRE A NEW DESCRIPTION IN ABOUT TWO YEARS HS5446'DUE TO HIGHWAY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5447 *********************************************************************** HS5447 DESIGNATION - LIVINGSTON RM 3 HS5447 PID - HS5447 HS5447 STATE/COUNTY- CA/MERCED HS5447 USGS QUAD - CRESSEY (1987) HS5447 HS5447 *CURRENT SURVEY CONTROL HS5447 ___________________________________________________________________ HS5447* NAD 83(1986)- 37 23 11. (N) 120 43 15. (W) SCALED HS5447* NAVD 88 - 41.07 (meters) 134.7 (feet) RESET HS5447 ___________________________________________________________________ HS5447 GEOID HEIGHT- -32.01 (meters) GEOID99 HS5447 HS5447 VERT ORDER - THIRD HS5447 HS5447.The horizontal coordinates were scaled from a topographic map and have HS5447.an estimated accuracy of +/- 6 seconds. HS5447 HS5447.The orthometric height was computed from unverified reset data. HS5447.No vertical observational check was made to the station. HS5447 HS5447.The geoid height was determined by GEOID99. HS5447 HS5447; North East Units Estimated Accuracy HS5447;SPC CA 3 - 598,400. 1,980,440. MT (+/- 180 meters Scaled) HS5447 HS5447 SUPERSEDED SURVEY CONTROL HS5447 HS5447 NGVD 29 - 40.35 (m) 132.4 (f) RESET 3 HS5447 HS5447.Superseded values are not recommended for survey control. HS5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5447.See file dsdata.txt to determine how the superseded data were derived. HS5447 HS5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG017401(NAD 83) HS5447_MARKER: DR = REFERENCE MARK DISK HS5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5447_STAMPING: LIVINGSTON 1931 NO 3 1961 HS5447_MARK LOGO: CGS HS5447_MAGNETIC: N = NO MAGNETIC MATERIAL HS5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5447+STABILITY: SURFACE MOTION HS5447 HS5447 HISTORY - Date Condition Report By HS5447 HISTORY - 1961 MONUMENTED CGS HS5447 HISTORY - 19820511 GOOD NGS HS5447 HS5447 STATION DESCRIPTION HS5447 HS5447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 HS5447'IN LIVINGSTON, 0.1 MILE (0.2 KM) SOUTHEAST ALONG COURT STREET FROM HS5447'THIRD STREET, 40 FEET (12.2 M) WEST FROM THE CENTER OF COURT STREET, HS5447'15 FEET (4.6 M) SOUTH FROM UTILITY POLE NUMBER 2165, 14 FEET (4.3 M) HS5447'EAST FROM THE SOUTHEAST CORNER OF THE SOUTHERN MOST WAREHOUSE OF THE HS5447'COPELAND LUMBER COMPANY, 3 FEET (0.9 M) NORTHEAST FROM THE NORTH GATE HS5447'POST OF A CHAIN LINK FENCE, SET IN THE TOP OF A SQUARE CONCRETE POST HS5447'THAT PROJECTS 15 CM. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5448 *********************************************************************** HS5448 DESIGNATION - LIVINGSTON RM 4 HS5448 PID - HS5448 HS5448 STATE/COUNTY- CA/MERCED HS5448 USGS QUAD - CRESSEY (1987) HS5448 HS5448 *CURRENT SURVEY CONTROL HS5448 ___________________________________________________________________ HS5448* NAD 83(1986)- 37 23 11. (N) 120 43 15. (W) SCALED HS5448* NAVD 88 - 41.18 (meters) 135.1 (feet) RESET HS5448 ___________________________________________________________________ HS5448 GEOID HEIGHT- -32.01 (meters) GEOID99 HS5448 HS5448 VERT ORDER - THIRD HS5448 HS5448.The horizontal coordinates were scaled from a topographic map and have HS5448.an estimated accuracy of +/- 6 seconds. HS5448 HS5448.The orthometric height was computed from unverified reset data. HS5448.No vertical observational check was made to the station. HS5448 HS5448.The geoid height was determined by GEOID99. HS5448 HS5448; North East Units Estimated Accuracy HS5448;SPC CA 3 - 598,400. 1,980,440. MT (+/- 180 meters Scaled) HS5448 HS5448 SUPERSEDED SURVEY CONTROL HS5448 HS5448 NGVD 29 - 40.47 (m) 132.8 (f) RESET 3 HS5448 HS5448.Superseded values are not recommended for survey control. HS5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5448.See file dsdata.txt to determine how the superseded data were derived. HS5448 HS5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG017401(NAD 83) HS5448_MARKER: DR = REFERENCE MARK DISK HS5448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5448_STAMPING: LIVINGSTON 1931 NO 4 1961 HS5448_MARK LOGO: CGS HS5448_MAGNETIC: N = NO MAGNETIC MATERIAL HS5448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5448+STABILITY: SURFACE MOTION HS5448 HS5448 HISTORY - Date Condition Report By HS5448 HISTORY - 1961 MONUMENTED CGS HS5448 HISTORY - 19820511 GOOD NGS HS5448 HS5448 STATION DESCRIPTION HS5448 HS5448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 HS5448'IN LIVINGSTON, 0.1 MILE (0.2 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC HS5448'RAILROAD FROM THIRD STREET, 64 FEET (19.5 M) NORTH FROM THE SOUTHWEST HS5448'CORNER OF THE SOUTHERN MOST FENCED IN YARD OF THE COPELAND LUMBER HS5448'COMPANY, 4 FEET (1.2 M) EAST FROM A CHAIN LINK FENCE, 1 FOOT (0.3 M) HS5448'EAST FROM UTILITY POLE NUMBER 9055 INSIDE THE FENCED YARD, SET IN THE HS5448'TOP OF A CONCRETE POST PROJECTING 15 CM. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5453 *********************************************************************** HS5453 DESIGNATION - M 797 RESET HS5453 PID - HS5453 HS5453 STATE/COUNTY- CA/MERCED HS5453 USGS QUAD - MERCED (1987) HS5453 HS5453 *CURRENT SURVEY CONTROL HS5453 ___________________________________________________________________ HS5453* NAD 83(1986)- 37 19 55. (N) 120 23 43. (W) SCALED HS5453* NAVD 88 - 63.34 (+/-2cm) 207.8 (feet) VERTCON HS5453 ___________________________________________________________________ HS5453 GEOID HEIGHT- -31.61 (meters) GEOID99 HS5453 HS5453 VERT ORDER - THIRD (See Below) HS5453 HS5453.The horizontal coordinates were scaled from a topographic map and have HS5453.an estimated accuracy of +/- 6 seconds. HS5453 HS5453.The NAVD 88 height was computed by applying the VERTCON shift value to HS5453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5453.The vertical order pertains to the superseded datum. HS5453 HS5453.The geoid height was determined by GEOID99. HS5453 HS5453; North East Units Estimated Accuracy HS5453;SPC CA 3 - 592,340. 2,009,280. MT (+/- 180 meters Scaled) HS5453 HS5453 SUPERSEDED SURVEY CONTROL HS5453 HS5453 NGVD 29 - 62.61 (m) 205.4 (f) RESET 3 HS5453 HS5453.Superseded values are not recommended for survey control. HS5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5453.See file dsdata.txt to determine how the superseded data were derived. HS5453 HS5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG307348(NAD 83) HS5453_MARKER: DV = VERTICAL CONTROL DISK HS5453_SETTING: 37 = BRIDGE WINGWALL HS5453_STAMPING: M 797 RESET 1981 HS5453_MARK LOGO: NGS HS5453_MAGNETIC: N = NO MAGNETIC MATERIAL HS5453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5453 HS5453 HISTORY - Date Condition Report By HS5453 HISTORY - 1981 MONUMENTED RBNF HS5453 HS5453 STATION DESCRIPTION HS5453 HS5453'DESCRIBED BY RESEARCHED BUT NOT FOUND 1981 HS5453'0.6 MILE (1.0 KM) SOUTH ALONG TWENTY FIRST STREET FROM THE COURTHOUSE HS5453'IN MERCED, THENCE 0.55 MILE (0.89 KM) EAST ALONG G STREET, THENCE HS5453'1.45 MILES (2.33 KM) NORTHEAST ALONG SIX MILE GRADE, THENCE 4.05 HS5453'MILES (6.52 KM) EAST ALONG YOSEMITE AVENUE, AT A BRIDGE OVER A CANAL, HS5453'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE WING WALL, 12.5 FEET HS5453'(3.8 M) SOUTH OF STRIPED LINE, AND LEVEL WITH THE PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5467 *********************************************************************** HS5467 DESIGNATION - N 1235 RESET HS5467 PID - HS5467 HS5467 STATE/COUNTY- CA/MERCED HS5467 USGS QUAD - DELTA RANCH (1977) HS5467 HS5467 *CURRENT SURVEY CONTROL HS5467 ___________________________________________________________________ HS5467* NAD 83(1986)- 37 03 15. (N) 120 41 01. (W) SCALED HS5467* NAVD 88 - 32.47 (meters) 106.5 (feet) RESET HS5467 ___________________________________________________________________ HS5467 GEOID HEIGHT- -33.10 (meters) GEOID99 HS5467 HS5467 VERT ORDER - THIRD HS5467 HS5467.The horizontal coordinates were scaled from a topographic map and have HS5467.an estimated accuracy of +/- 6 seconds. HS5467 HS5467.The orthometric height was computed from unverified reset data. HS5467.No vertical observational check was made to the station. HS5467 HS5467.The geoid height was determined by GEOID99. HS5467 HS5467; North East Units Estimated Accuracy HS5467;SPC CA 3 - 561,520. 1,983,670. MT (+/- 180 meters Scaled) HS5467 HS5467 SUPERSEDED SURVEY CONTROL HS5467 HS5467.No superseded survey control is available for this station. HS5467 HS5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG059033(NAD 83) HS5467_MARKER: DV = VERTICAL CONTROL DISK HS5467_SETTING: 32 = HEADWALL HS5467_STAMPING: N 1235 RESET 1991 HS5467_MARK LOGO: NGS HS5467_MAGNETIC: N = NO MAGNETIC MATERIAL HS5467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5467+STABILITY: SURFACE MOTION HS5467 HS5467 HISTORY - Date Condition Report By HS5467 HISTORY - 1991 MONUMENTED CADT HS5467 HS5467 STATION DESCRIPTION HS5467 HS5467'DESCRIBED BY CALTRANS 1991 HS5467'8.45 MILES (13.60 KM) EAST ALONG STATE HIGHWAY ROUTE 152 FROM THE HS5467'INTERSECTION OF MERCY SPRINGS ROAD IN LOS BANOS, AT CARLUCCI ROAD, HS5467'ABOUT 218 FEET (66.4 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 152, HS5467'ON THE EAST SIDE OF CARLUCCI ROAD, 0.3 FOOT (9.1 CM) HIGHER THAN 22 HS5467'FEET (6.7 M) EASTERLY OF CENTERLINE OF CARLUCCI ROAD, JUNCTION POLE HS5467'BEARS NORTH 75 DEGS WEST, 56.2 FEET (17.1 M) FROM THE CENTERLINE OF HS5467'STATE ROUTE 152 BEARS NORTH 218 DEG, 9 FEET (2.7 M) NORTH OF A WITNESS HS5467'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB5018 *********************************************************************** AB5018 DESIGNATION - P 990 RESET AB5018 PID - AB5018 AB5018 STATE/COUNTY- CA/MERCED AB5018 USGS QUAD - SANTA RITA BRIDGE (1977) AB5018 AB5018 *CURRENT SURVEY CONTROL AB5018 ___________________________________________________________________ AB5018* NAD 83(1986)- 37 03 19. (N) 120 33 00. (W) SCALED AB5018* NAVD 88 - 39.91 (meters) 130.9 (feet) RESET AB5018 ___________________________________________________________________ AB5018 GEOID HEIGHT- -32.85 (meters) GEOID99 AB5018 AB5018 VERT ORDER - THIRD AB5018 AB5018.The horizontal coordinates were scaled from a topographic map and have AB5018.an estimated accuracy of +/- 6 seconds. AB5018 AB5018.The orthometric height was computed from unverified reset data. AB5018 AB5018.The geoid height was determined by GEOID99. AB5018 AB5018; North East Units Estimated Accuracy AB5018;SPC CA 3 - 561,630. 1,995,550. MT (+/- 180 meters Scaled) AB5018 AB5018 SUPERSEDED SURVEY CONTROL AB5018 AB5018.No superseded survey control is available for this station. AB5018 AB5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG178038(NAD 83) AB5018_MARKER: DV = VERTICAL CONTROL DISK AB5018_SETTING: 37 = BARRIER RAIL AB5018_STAMPING: P 990 RESET 1991 AB5018_MARK LOGO: NGS AB5018_MAGNETIC: N = NO MAGNETIC MATERIAL AB5018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5018+SATELLITE: SATELLITE OBSERVATIONS - 1996 AB5018 AB5018 HISTORY - Date Condition Report By AB5018 HISTORY - 1996 MONUMENTED CADT AB5018 AB5018 STATION DESCRIPTION AB5018 AB5018'DESCRIBED BY CALTRANS 1996 (PDG) AB5018'FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND 152 GO WEST ON STATE AB5018'HIGHWAY 152 APPROXIMATELY 3.8 MILES (6.1 KM) TO THE WEST END OF THE AB5018'SAN JOAQUIN RIVER BRIDGE AND THE STATION ON THE LEFT, NEAR THE WEST AB5018'END OF THE EASTBOUND BRIDGE, ON TOP OF THE NORTH CONCRETE BARRIER AB5018'RAIL, 4.0 FEET (1.2 M) EAST OF THE WEST END OF THE RAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU4308 *********************************************************************** GU4308 DESIGNATION - R 880 RESET GU4308 PID - GU4308 GU4308 STATE/COUNTY- CA/MERCED GU4308 USGS QUAD - CHARLESTON SCHOOL (1971) GU4308 GU4308 *CURRENT SURVEY CONTROL GU4308 ___________________________________________________________________ GU4308* NAD 83(1986)- 36 55 50. (N) 120 50 13. (W) SCALED GU4308* NAVD 88 - 92.87 (+/-2cm) 304.7 (feet) VERTCON GU4308 ___________________________________________________________________ GU4308 GEOID HEIGHT- -33.17 (meters) GEOID99 GU4308 GU4308 VERT ORDER - THIRD (See Below) GU4308 GU4308.The horizontal coordinates were scaled from a topographic map and have GU4308.an estimated accuracy of +/- 6 seconds. GU4308 GU4308.The NAVD 88 height was computed by applying the VERTCON shift value to GU4308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU4308.The vertical order pertains to the superseded datum. GU4308 GU4308.The geoid height was determined by GEOID99. GU4308 GU4308; North East Units Estimated Accuracy GU4308;SPC CA 3 - 547,840. 1,969,980. MT (+/- 180 meters Scaled) GU4308 GU4308 SUPERSEDED SURVEY CONTROL GU4308 GU4308 NGVD 29 - 92.01 (m) 301.9 (f) RESET 3 GU4308 GU4308.Superseded values are not recommended for survey control. GU4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4308.See file dsdata.txt to determine how the superseded data were derived. GU4308 GU4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF926893(NAD 83) GU4308_MARKER: DV = VERTICAL CONTROL DISK GU4308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU4308_STAMPING: R 880 RESET 1980 GU4308_MARK LOGO: NGS GU4308_MAGNETIC: N = NO MAGNETIC MATERIAL GU4308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU4308+STABILITY: SURFACE MOTION GU4308 GU4308 HISTORY - Date Condition Report By GU4308 HISTORY - 1980 MONUMENTED NGS GU4308 GU4308 STATION DESCRIPTION GU4308 GU4308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 GU4308'0.9 MILE (1.4 KM) EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) GU4308'FROM THE INTERSECTION OF SIXTH STREET IN LOS BANOS, THENCE 8.8 MILES GU4308'(14.2 KM) SOUTH ALONG SOUTH MERCY SPRINGS ROAD, IN NORTHEAST SECTION GU4308'OF INTERTSTATE 5 AND STATE HIGHWAY 152 INTERCHANGE, 0.2 MILE (0.3 KM) GU4308'SOUTH OF JUNCTION OF STATE HIGHWAY 152 AND POLELINE ROAD, 0.15 MILE GU4308'(0.24 KM) NORTH OF INTERCHANGE, ABOUT 200 FEET (61.0 M) SOUTHWEST OF GU4308'POLELINE ROAD, AT WEST EDGE OF A VINEYARD, ABOUT 75 FEET (22.9 M) GU4308'EAST OF CENTERLINE OF RT 152 AT BASE OF 152 EMBANKMENT AND ABOUT 25 GU4308'FEET (7.6 M) LOWER THAN 152 HIGHWAY, 2.5 FEET (0.8 M) NORTH OF POWER GU4308'POLE, BENEATH POWER LINE N-S, 2.0 FEET (0.6 M) NORTH OF WITNESS POST GU4308'WITH SIGN, 23.5 FEET (7.2 M) SOUTH OF GAS PIPELINE VENT PIPE AND GU4308'WARNING SIGN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4455 *********************************************************************** AH4455 DESIGNATION - R 942 RESET AH4455 PID - AH4455 AH4455 STATE/COUNTY- CA/MERCED AH4455 USGS QUAD - CRESSEY (1987) AH4455 AH4455 *CURRENT SURVEY CONTROL AH4455 ___________________________________________________________________ AH4455* NAD 83(1986)- 37 29 29. (N) 120 41 05. (W) SCALED AH4455* NAVD 88 - 51.53 (+/-2cm) 169.1 (feet) VERTCON AH4455 ___________________________________________________________________ AH4455 GEOID HEIGHT- -31.55 (meters) GEOID99 AH4455 AH4455 VERT ORDER - THIRD (See Below) AH4455 AH4455.The horizontal coordinates were scaled from a topographic map and have AH4455.an estimated accuracy of +/- 6 seconds. AH4455 AH4455.The NAVD 88 height was computed by applying the VERTCON shift value to AH4455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4455.The vertical order pertains to the superseded datum. AH4455 AH4455.The geoid height was determined by GEOID99. AH4455 AH4455; North East Units Estimated Accuracy AH4455;SPC CA 3 - 610,040. 1,983,670. MT (+/- 180 meters Scaled) AH4455 AH4455 SUPERSEDED SURVEY CONTROL AH4455 AH4455 NGVD 29 - 50.81 (m) 166.7 (f) RESET 3 AH4455 AH4455.Superseded values are not recommended for survey control. AH4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4455.See file dsdata.txt to determine how the superseded data were derived. AH4455 AH4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG046519(NAD 83) AH4455_MARKER: DV = VERTICAL CONTROL DISK AH4455_SETTING: 37 = BRIDGE HEADWALL AH4455_STAMPING: R 942 RESET 1977 AH4455_MARK LOGO: NGS AH4455_PROJECTION: FLUSH AH4455_MAGNETIC: N = NO MAGNETIC MATERIAL AH4455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH4455 AH4455 HISTORY - Date Condition Report By AH4455 HISTORY - 1977 MONUMENTED NGS AH4455 AH4455 STATION DESCRIPTION AH4455 AH4455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH4455'0.2 MILE (0.3 KM) SOUTHEAST ALONG GOLDEN STATE BOULEVARD, (US HWY 99 AH4455'BUSINESS) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT AH4455'TURLOCK, THENCE 8.6 MILES (13.8 KM) EAST ALONG EAST AVENUE, AT A AH4455'CONCRETE BRIDGE OVER A DRAINAGE DITCH, IN THE TOP OF THE WEST END OF AH4455'THE SOUTH CONCRETE HEADWALL, 15.8 FEET (4.8 M) SOUTH OF THE CENTERLINE AH4455'OF THE AVENUE, 0.7 FOOT (21.3 CM) EAST OF THE WEST END OF THE AH4455'HEADWALL, AND ABOUT LEVEL WITH THE AVENUE, 70 FEET (21.3 M) WEST OF AH4455'THE CENTERLINE OF A PAVED PRIVATE ROAD LEADING SOUTH, SEC19 T5S R11E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5459 *********************************************************************** HS5459 DESIGNATION - S 233 RESET HS5459 PID - HS5459 HS5459 STATE/COUNTY- CA/MERCED HS5459 USGS QUAD - STEVINSON (1987) HS5459 HS5459 *CURRENT SURVEY CONTROL HS5459 ___________________________________________________________________ HS5459* NAD 83(1986)- 37 21 44. (N) 120 51 00. (W) SCALED HS5459* NAVD 88 - 28.07 (+/-2cm) 92.1 (feet) VERTCON HS5459 ___________________________________________________________________ HS5459 GEOID HEIGHT- -32.38 (meters) GEOID99 HS5459 HS5459 VERT ORDER - THIRD (See Below) HS5459 HS5459.The horizontal coordinates were scaled from a topographic map and have HS5459.an estimated accuracy of +/- 6 seconds. HS5459 HS5459.The NAVD 88 height was computed by applying the VERTCON shift value to HS5459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5459.The vertical order pertains to the superseded datum. HS5459 HS5459.The geoid height was determined by GEOID99. HS5459 HS5459; North East Units Estimated Accuracy HS5459;SPC CA 3 - 595,750. 1,969,000. MT (+/- 180 meters Scaled) HS5459 HS5459 SUPERSEDED SURVEY CONTROL HS5459 HS5459 NGVD 29 - 27.34 (m) 89.7 (f) RESET 3 HS5459 HS5459.Superseded values are not recommended for survey control. HS5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5459.See file dsdata.txt to determine how the superseded data were derived. HS5459 HS5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG903372(NAD 83) HS5459_MARKER: DV = VERTICAL CONTROL DISK HS5459_SETTING: 35 = WATER WELL FOUNDATION HS5459_STAMPING: S 233 RESET 1979 HS5459_MARK LOGO: NGS HS5459_MAGNETIC: N = NO MAGNETIC MATERIAL HS5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5459+STABILITY: SURFACE MOTION HS5459 HS5459 HISTORY - Date Condition Report By HS5459 HISTORY - 1979 MONUMENTED NGS HS5459 HS5459 STATION DESCRIPTION HS5459 HS5459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 HS5459'1.9 MILES (3.1 KM) SOUTH ALONG 3RD STREET FROM THE SOUTHERN PACIFIC HS5459'COMPANY RAILROAD STATION IN LIVINGSTON, THENCE 7.05 MILES (11.35 KM) HS5459'WEST ALONG WESTSIDE BOULEVARD, IN THE TOP OF THE SOUTHEAST CORNER OF HS5459'A MASSIVE 5 FOOT (1.5 M) SQUARE CONCRETE BASE SURROUNDING A 10 INCHES HS5459'IN DIAMETER WATER WELL PIPE FOR THE MERCED COUNTY HAGAMAN PARK WHICH HS5459'LIES ALONG THE EAST BANK OF THE MERCED RIVER, AT THE WEST EDGE OF THE HS5459'EAST AUTO PARKING LOT OF THE PARK, 0.15 MILE (0.24 KM) NORTH OF THE HS5459'CROSSROAD JUNCTION OF STATE HIGHWAY 165 AND COUNTY ROUTE J18 (WEST HS5459'SIDE BLVD AND RIVER ROAD), AND THE EAST END OF THE BRIDGE SPANNING HS5459'THE MERCED RIVER, 81.0 FEET (24.7 M) WEST OF THE CENTERLINE OF RIVER HS5459'ROAD, 2.2 FEET (0.7 M) SOUTHEAST OF THE 10 INCH WELL PIPE, 0.7 FOOT HS5459'(21.3 CM) NORTH AND 0.7 FOOT (21.3 CM) WEST OF THE SOUTH AND EAST HS5459'EDGES OF THE CONCRETE SLAB. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB3115 *********************************************************************** AB3115 DESIGNATION - T 816 RESET AB3115 PID - AB3115 AB3115 STATE/COUNTY- CA/MERCED AB3115 USGS QUAD - SAN LUIS DAM (1978) AB3115 AB3115 *CURRENT SURVEY CONTROL AB3115 ___________________________________________________________________ AB3115* NAD 83(1986)- 37 03 25. (N) 121 00 38. (W) SCALED AB3115* NAVD 88 - 82.93 (meters) 272.1 (feet) RESET AB3115 ___________________________________________________________________ AB3115 GEOID HEIGHT- -32.90 (meters) GEOID99 AB3115 AB3115 VERT ORDER - THIRD AB3115 AB3115.The horizontal coordinates were scaled from a topographic map and have AB3115.an estimated accuracy of +/- 6 seconds. AB3115 AB3115.The orthometric height was computed from unverified reset data. AB3115 AB3115.The geoid height was determined by GEOID99. AB3115 AB3115; North East Units Estimated Accuracy AB3115;SPC CA 3 - 561,940. 1,954,590. MT (+/- 180 meters Scaled) AB3115 AB3115 SUPERSEDED SURVEY CONTROL AB3115 AB3115.No superseded survey control is available for this station. AB3115 AB3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG768030(NAD 83) AB3115_MARKER: DV = VERTICAL CONTROL DISK AB3115_SETTING: 32 = HEADWALL AB3115_STAMPING: T 816 RESET 1994 AB3115_MARK LOGO: NGS AB3115_MAGNETIC: N = NO MAGNETIC MATERIAL AB3115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3115+STABILITY: SURFACE MOTION AB3115 AB3115 HISTORY - Date Condition Report By AB3115 HISTORY - 1994 MONUMENTED CADT AB3115 AB3115 STATION DESCRIPTION AB3115 AB3115'DESCRIBED BY CALTRANS 1994 (PDG) AB3115'8.8 MILES (14.2 KM) WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION AB3115'OF SIXTH STREET IN LOS BANOS, 0.3 MILE (0.5 KM) EAST OF THE AB3115'INTERSECTION OF STATE HIGHWAY 33 AND STATE HIGHWAY 152. LOCATED IN AB3115'CENTER OF CONCRETE HEADWALL FOR DOUBLE 54 INCH DIAMETER CONCRETE PIPES AB3115'ON SOUTH SIDE OF GONZAGA ROAD, WHICH IS JUST SOUTH OF STATE HIGHWAY AB3115'152. 94.6 FEET (28.8 M) EAST OF ELECTROLIER NO H0003, 23.3 FEET (7.1 AB3115'M) SOUTH OF BACK OF SIDEWALK, 10.0 FEET (3.0 M) EAST OF NORTHWEST AB3115'ANGLE POINT IN CONCRETE HEADWALL, 10.0 FEET (3.0 M) WEST OF NORTHEAST AB3115'ANGLE POINT IN CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5457 *********************************************************************** HS5457 DESIGNATION - T 997 RESET HS5457 PID - HS5457 HS5457 STATE/COUNTY- CA/MERCED HS5457 USGS QUAD - SAN LUIS RANCH (1987) HS5457 HS5457 *CURRENT SURVEY CONTROL HS5457 ___________________________________________________________________ HS5457* NAD 83(1986)- 37 08 35. (N) 120 52 21. (W) SCALED HS5457* NAVD 88 - 26.93 (+/-2cm) 88.4 (feet) VERTCON HS5457 ___________________________________________________________________ HS5457 GEOID HEIGHT- -33.06 (meters) GEOID99 HS5457 HS5457 VERT ORDER - THIRD (See Below) HS5457 HS5457.The horizontal coordinates were scaled from a topographic map and have HS5457.an estimated accuracy of +/- 6 seconds. HS5457 HS5457.The NAVD 88 height was computed by applying the VERTCON shift value to HS5457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5457.The vertical order pertains to the superseded datum. HS5457 HS5457.The geoid height was determined by GEOID99. HS5457 HS5457; North East Units Estimated Accuracy HS5457;SPC CA 3 - 571,430. 1,966,910. MT (+/- 180 meters Scaled) HS5457 HS5457 SUPERSEDED SURVEY CONTROL HS5457 HS5457 NGVD 29 - 26.15 (m) 85.8 (f) RESET 3 HS5457 HS5457.Superseded values are not recommended for survey control. HS5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5457.See file dsdata.txt to determine how the superseded data were derived. HS5457 HS5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG889128(NAD 83) HS5457_MARKER: DV = VERTICAL CONTROL DISK HS5457_SETTING: 38 = BRIDGE ABUTMENT HS5457_STAMPING: T 997 RESET 1979 HS5457_MARK LOGO: NGS HS5457_MAGNETIC: N = NO MAGNETIC MATERIAL HS5457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5457 HS5457 HISTORY - Date Condition Report By HS5457 HISTORY - 1979 MONUMENTED NGS HS5457 HS5457 STATION DESCRIPTION HS5457 HS5457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 HS5457'3.2 MILES (5.1 KM) NORTH ALONG MERCY SPRINGS ROAD FROM THE JUNCTION HS5457'OF STATE HIGHWAY 152 IN LOS BANOS, THENCE 3.35 MILES (5.39 KM) HS5457'NORTHWEST ALONG THE SANTA FE GRADE, IN THE SOUTHEAST CORNER OF THE HS5457'SOUTHEAST ABUTMENT AND ROAD-BED OF THE CONCRETE BRIDGE OVER THE SANTA HS5457'FE GRADE IRRIGATION CANAL, 14.0 FEET (4.3 M) WEST OF THE CENTERLINE HS5457'OF SANTA FE GRADE ROAD, 8.3 FEET (2.5 M) NORTHWEST OF THE SOUTHWEST HS5457'CORNER OF THE SOUTHEAST STEEL BRIDGE RAILING END, 0.8 FEET (24.4 CM) HS5457'EAST OF THE WEST BRIDGE RAILING, 1.0 FOOT (0.3 M) NORTHWEST OF THE HS5457'SOUTHWEST END OF THE CONCRETE BRIDGE ROAD-BED END. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2571 *********************************************************************** AH2571 DESIGNATION - U 236 RESET AH2571 PID - AH2571 AH2571 STATE/COUNTY- CA/MERCED AH2571 USGS QUAD - YOSEMITE LAKE (1987) AH2571 AH2571 *CURRENT SURVEY CONTROL AH2571 ___________________________________________________________________ AH2571* NAD 83(1986)- 37 29 57. (N) 120 28 41. (W) SCALED AH2571* NAVD 88 - 67.78 (+/-2cm) 222.4 (feet) VERTCON AH2571 ___________________________________________________________________ AH2571 GEOID HEIGHT- -31.05 (meters) GEOID99 AH2571 AH2571 VERT ORDER - THIRD (See Below) AH2571 AH2571.The horizontal coordinates were scaled from a topographic map and have AH2571.an estimated accuracy of +/- 6 seconds. AH2571 AH2571.The NAVD 88 height was computed by applying the VERTCON shift value to AH2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2571.The vertical order pertains to the superseded datum. AH2571 AH2571.The geoid height was determined by GEOID99. AH2571 AH2571; North East Units Estimated Accuracy AH2571;SPC CA 3 - 610,890. 2,001,940. MT (+/- 180 meters Scaled) AH2571 AH2571 SUPERSEDED SURVEY CONTROL AH2571 AH2571 NGVD 29 - 67.07 (m) 220.0 (f) RESET 3 AH2571 AH2571.Superseded values are not recommended for survey control. AH2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2571.See file dsdata.txt to determine how the superseded data were derived. AH2571 AH2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG229532(NAD 83) AH2571_MARKER: DV = VERTICAL CONTROL DISK AH2571_SETTING: 32 = CULVERT HEADWALL AH2571_STAMPING: U 236 RESET 1975 AH2571_MARK LOGO: NGS AH2571_PROJECTION: FLUSH AH2571_MAGNETIC: N = NO MAGNETIC MATERIAL AH2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2571+STABILITY: SURFACE MOTION AH2571 AH2571 HISTORY - Date Condition Report By AH2571 HISTORY - 1975 MONUMENTED NGS AH2571 AH2571 STATION DESCRIPTION AH2571 AH2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 AH2571'2.7 MILES (4.3 KM) SOUTHWEST ALONG STATE HIGHWAY 59 TOWARDS MERCED AH2571'FROM THE POST OFFICE AT SNELLING, SET IN THE TOP OF THE SOUTHEAST AH2571'CONCRETE HEADWALL OF A 36 NCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, AH2571'28.0 FEET (8.5 M) NORTHWEST OF A FENCE LINE, 22.5 FEET (6.9 M) AH2571'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.9 FEET (27.4 CM) AH2571'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND ABOUT 2 FEET (0.6 AH2571'M) LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC5732 *********************************************************************** AC5732 DESIGNATION - V 1235 RESET AC5732 PID - AC5732 AC5732 STATE/COUNTY- CA/MERCED AC5732 USGS QUAD - LOS BANOS (1987) AC5732 AC5732 *CURRENT SURVEY CONTROL AC5732 ___________________________________________________________________ AC5732* NAD 83(1986)- 37 02 59. (N) 120 51 03. (W) SCALED AC5732* NAVD 88 - 37.05 (meters) 121.6 (feet) RESET AC5732 ___________________________________________________________________ AC5732 GEOID HEIGHT- -33.21 (meters) GEOID99 AC5732 AC5732 VERT ORDER - THIRD AC5732 AC5732.The horizontal coordinates were scaled from a topographic map and have AC5732.an estimated accuracy of +/- 6 seconds. AC5732 AC5732.The orthometric height was computed from unverified reset data. AC5732 AC5732.The geoid height was determined by GEOID99. AC5732 AC5732; North East Units Estimated Accuracy AC5732;SPC CA 3 - 561,070. 1,968,790. MT (+/- 180 meters Scaled) AC5732 AC5732 SUPERSEDED SURVEY CONTROL AC5732 AC5732.No superseded survey control is available for this station. AC5732 AC5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG911025(NAD 83) AC5732_MARKER: DV = VERTICAL CONTROL DISK AC5732_SETTING: 30 = DRAIN INLET AC5732_STAMPING: V 1235 RESET 1996 AC5732_MARK LOGO: NGS AC5732_MAGNETIC: N = NO MAGNETIC MATERIAL AC5732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC5732 AC5732 HISTORY - Date Condition Report By AC5732 HISTORY - 1996 MONUMENTED CADT AC5732 AC5732 STATION DESCRIPTION AC5732 AC5732'DESCRIBED BY CALTRANS 1996 (PDG) AC5732'FROM THE INTERSECTION OF STATE ROUTES 165 AND 152 IN LOS BANOS, GO AC5732'WEST ON STATE ROUTE 152 APPROXIMATELY 1.3 MILES (2.1 KM) TO ILLINOIS AC5732'AVE. AND THE STATION ON THE LEFT. LOCATED ALONG THE SOUTHERLY AC5732'PROJECTION OF THE EASTERY NORTH-SOUTH CURB AND GUTTER OF ILLINOIS AC5732'AVE., ON TOP OF THE SOUTHERLY CURB OF STATE ROUTE 152, AT A CONCRETE AC5732'DRAINAGE INLET. MEASURED TIES AS FOLLOWS- 72.0 FEET (21.9 M) AC5732'NORTHEAST OF THE NORTHWEST CORNER OF A BUILDING, 26.9 FEET (8.2 M) AC5732'NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE DRIVEWAY SLAB, 4.7 AC5732'FEET (1.4 M) NORTHWEST OF TELEPHONE POLE NO. 401 WITH STREET LIGHT, AC5732'2.6 FEET (0.8 M) EAST OF THE WEST EDGE OF CONCRETE DRAINAGE INLET, AND AC5732'1.9 FEET (0.6 M) WEST OF THE EAST EDGE OF CONCRETE DRAINAGE INLET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1697 *********************************************************************** HS1697 DESIGNATION - V 941 RESET 1969 HS1697 PID - HS1697 HS1697 STATE/COUNTY- CA/MERCED HS1697 USGS QUAD - ATWATER (1987) HS1697 HS1697 *CURRENT SURVEY CONTROL HS1697 ___________________________________________________________________ HS1697* NAD 83(1986)- 37 20 18. (N) 120 30 15. (W) SCALED HS1697* NAVD 88 - 51.22 (+/-2cm) 168.0 (feet) VERTCON HS1697 ___________________________________________________________________ HS1697 GEOID HEIGHT- -31.73 (meters) GEOID99 HS1697 HS1697 VERT ORDER - THIRD (See Below) HS1697 HS1697.The horizontal coordinates were scaled from a topographic map and have HS1697.an estimated accuracy of +/- 6 seconds. HS1697 HS1697.The NAVD 88 height was computed by applying the VERTCON shift value to HS1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1697.The vertical order pertains to the superseded datum. HS1697 HS1697.The geoid height was determined by GEOID99. HS1697 HS1697; North East Units Estimated Accuracy HS1697;SPC CA 3 - 593,040. 1,999,630. MT (+/- 180 meters Scaled) HS1697 HS1697 SUPERSEDED SURVEY CONTROL HS1697 HS1697 NGVD 29 - 50.47 (m) 165.6 (f) RESET 3 HS1697 HS1697.Superseded values are not recommended for survey control. HS1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1697.See file dsdata.txt to determine how the superseded data were derived. HS1697 HS1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG211353(NAD 83) HS1697_MARKER: DB = BENCH MARK DISK HS1697_SETTING: 30 = CULVERT HS1697_STAMPING: V 941 RESET 1969 HS1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1697 HS1697 HISTORY - Date Condition Report By HS1697 HISTORY - 1969 MONUMENTED CADH HS1697 HISTORY - 1970 GOOD NGS HS1697 HS1697 STATION DESCRIPTION HS1697 HS1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS1697'3 MI N FROM MERCED. HS1697'1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS1697'STATION AT MERCED, THENCE 2.05 MILES NORTH ALONG SNELLING-MERCED HS1697'ROAD, 137 FEET SOUTH OF THE CENTER LINE OF THE INTERSECTION OF HS1697'BELCHER ROAD LEADING WEST AND LACAVA ROAD LEADING EAST, 20 FEET HS1697'WEST OF THE CENTER LINE OF THE SNELLING - MERCED ROAD AND SET HS1697'IN THE TOP OF THE NORTH END OF THE NORTHWEST WINGWALL OF A 4 FOOT HS1697'X 8 FOOT CONCRTE BOX CULVERT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0312 *********************************************************************** GU0312 DESIGNATION - W 663 RESET GU0312 PID - GU0312 GU0312 STATE/COUNTY- CA/MERCED GU0312 USGS QUAD - CHARLESTON SCHOOL (1971) GU0312 GU0312 *CURRENT SURVEY CONTROL GU0312 ___________________________________________________________________ GU0312* NAD 83(1986)- 36 53 30. (N) 120 47 48. (W) SCALED GU0312* NAVD 88 - 107.21 (+/-2cm) 351.7 (feet) VERTCON GU0312 ___________________________________________________________________ GU0312 GEOID HEIGHT- -33.21 (meters) GEOID99 GU0312 GU0312 VERT ORDER - THIRD (See Below) GU0312 GU0312.The horizontal coordinates were scaled from a topographic map and have GU0312.an estimated accuracy of +/- 6 seconds. GU0312 GU0312.The NAVD 88 height was computed by applying the VERTCON shift value to GU0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0312.The vertical order pertains to the superseded datum. GU0312 GU0312.The geoid height was determined by GEOID99. GU0312 GU0312; North East Units Estimated Accuracy GU0312;SPC CA 3 - 543,510. 1,973,560. MT (+/- 180 meters Scaled) GU0312 GU0312 SUPERSEDED SURVEY CONTROL GU0312 GU0312 NGVD 29 - 106.37 (m) 349.0 (f) RESET 3 GU0312 GU0312.Superseded values are not recommended for survey control. GU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0312.See file dsdata.txt to determine how the superseded data were derived. GU0312 GU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF963851(NAD 83) GU0312_MARKER: DB = BENCH MARK DISK GU0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0312_STAMPING: W 663 1943 RESET 1969 GU0312_MARK LOGO: CGS GU0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0312+STABILITY: SURFACE MOTION GU0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU0312+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1988 GU0312 GU0312 HISTORY - Date Condition Report By GU0312 HISTORY - 1969 MONUMENTED CGS GU0312 HISTORY - 19881123 GOOD NGS GU0312 GU0312 STATION DESCRIPTION GU0312 GU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU0312'13.1 MI S FROM LOS BANOS. GU0312'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM GU0312'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 8.8 MILES GU0312'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 3.4 MILES SOUTHEAST GU0312'ALONG POLE LINE ROAD, 0.15 MILE SOUTHEAST OF THE INTERSECTION GU0312'OF EAGLEFIELD ROAD LEADING EAST, 22.5 FEET NORTHEAST OF THE GU0312'CENTERLINE OF THE ROAD, 3.7 FEET SOUTHWEST OF THE SOUTHWEST GU0312'EDGE OF A 6-FOOT-WIDE CONCRETE IRRIGATION DITCH, 2.5 FEET GU0312'SOUTHEAST OF A POWERLINE POLE, 1.3 FEET NORTHWEST OF A WOODEN GU0312'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN GU0312'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. GU0312 GU0312 STATION RECOVERY (1988) GU0312 GU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0312'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5465 *********************************************************************** HS5465 DESIGNATION - W 938 RESET HS5465 PID - HS5465 HS5465 STATE/COUNTY- CA/MERCED HS5465 USGS QUAD - EL NIDO (1987) HS5465 HS5465 *CURRENT SURVEY CONTROL HS5465 ___________________________________________________________________ HS5465* NAD 83(1986)- 37 12 04. (N) 120 29 15. (W) SCALED HS5465* NAVD 88 - 43.76 (+/-2cm) 143.6 (feet) VERTCON HS5465 ___________________________________________________________________ HS5465 GEOID HEIGHT- -32.27 (meters) GEOID99 HS5465 HS5465 VERT ORDER - THIRD (See Below) HS5465 HS5465.The horizontal coordinates were scaled from a topographic map and have HS5465.an estimated accuracy of +/- 6 seconds. HS5465 HS5465.The NAVD 88 height was computed by applying the VERTCON shift value to HS5465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5465.The vertical order pertains to the superseded datum. HS5465 HS5465.The geoid height was determined by GEOID99. HS5465 HS5465; North East Units Estimated Accuracy HS5465;SPC CA 3 - 577,810. 2,001,110. MT (+/- 180 meters Scaled) HS5465 HS5465 SUPERSEDED SURVEY CONTROL HS5465 HS5465 NGVD 29 - 43.06 (m) 141.3 (f) RESET 3 HS5465 HS5465.Superseded values are not recommended for survey control. HS5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5465.See file dsdata.txt to determine how the superseded data were derived. HS5465 HS5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG229201(NAD 83) HS5465_MARKER: DV = VERTICAL CONTROL DISK HS5465_SETTING: 31 = BRIDGE RAIL HS5465_STAMPING: W 938 RESET 1989 HS5465_MARK LOGO: NGS HS5465_MAGNETIC: N = NO MAGNETIC MATERIAL HS5465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS5465 HS5465 HISTORY - Date Condition Report By HS5465 HISTORY - 1989 MONUMENTED CADT HS5465 HS5465 STATION DESCRIPTION HS5465 HS5465'DESCRIBED BY CALTRANS 1989 HS5465'4.5 MILES (7.2 KM) NORTH ALONG STATE HIGHWAY ROUTE 59 FROM THE SCHOOL HS5465'IN EL NIDO AND 0.8 MILE (1.3 KM) NORTH OF SANDY MUSH ROAD AT DEADMANS HS5465'CREEK BRIDGE NO. 39-61, IN THE NORTH END OF BRIDGE, 23 FEET (7.0 M) HS5465'EAST OF THE CENTERLINE OF SAID ROUTE 59, ABOUT 2.7 FEET (0.8 M) ABOVE HS5465'THE GROUND AND 2.3 FEET (0.7 M) HIGHER THAN THE CENTER OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC5729 *********************************************************************** AC5729 DESIGNATION - X 1235 RESET AC5729 PID - AC5729 AC5729 STATE/COUNTY- CA/MERCED AC5729 USGS QUAD - VOLTA (1971) AC5729 AC5729 *CURRENT SURVEY CONTROL AC5729 ___________________________________________________________________ AC5729* NAD 83(1986)- 37 01 59. (N) 120 53 03. (W) SCALED AC5729* NAVD 88 - 42.17 (meters) 138.4 (feet) RESET AC5729 ___________________________________________________________________ AC5729 GEOID HEIGHT- -33.19 (meters) GEOID99 AC5729 AC5729 VERT ORDER - THIRD AC5729 AC5729.The horizontal coordinates were scaled from a topographic map and have AC5729.an estimated accuracy of +/- 6 seconds. AC5729 AC5729.The orthometric height was computed from unverified reset data. AC5729 AC5729.The geoid height was determined by GEOID99. AC5729 AC5729; North East Units Estimated Accuracy AC5729;SPC CA 3 - 559,230. 1,965,820. MT (+/- 180 meters Scaled) AC5729 AC5729 SUPERSEDED SURVEY CONTROL AC5729 AC5729.No superseded survey control is available for this station. AC5729 AC5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG881006(NAD 83) AC5729_MARKER: DV = VERTICAL CONTROL DISK AC5729_SETTING: 32 = CULVERT HEADWALL AC5729_STAMPING: X 1235 RESET 1997 AC5729_MARK LOGO: NGS AC5729_MAGNETIC: N = NO MAGNETIC MATERIAL AC5729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5729+STABILITY: SURFACE MOTION AC5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5729+SATELLITE: SATELLITE OBSERVATIONS - 1996 AC5729 AC5729 HISTORY - Date Condition Report By AC5729 HISTORY - 1996 MONUMENTED CADT AC5729 AC5729 STATION DESCRIPTION AC5729 AC5729'DESCRIBED BY CALTRANS 1996 (ARL) AC5729'4.35 MILES (7.00 KM) EAST ALONG STATE ROUTE 152 FROM THE INTERESTATE AC5729'5, STATE ROUTE 152 INTERCHANGE, TO THE EAST SIDE OF LOS BANOS CREEK AC5729'AND THE STATION ON THE RIGHT, SET ON TOP OF THE EAST END OF A TRIPLE AC5729'BOX CULVERT HEADWALL, 175 FEET (53.3 M) WEST OF THE CENTERLINE OF A AC5729'DIRT DRIVEWAY LEADING SOUTH, 26.4 FEET (8.0 M) SOUTH OF THE EDGE OF AC5729'PAVEMENT STATE ROUTE 152, 2.0 FEET (0.6 M) WEST OF THE EAST END OF AC5729'HEADWALL, 3.0 FEET (0.9 M) WEST OF A ORANGE CARSONITE WITNESS POST, AC5729'FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0324 *********************************************************************** GU0324 DESIGNATION - Y 663 RESET GU0324 PID - GU0324 GU0324 STATE/COUNTY- CA/MERCED GU0324 USGS QUAD - CHARLESTON SCHOOL (1971) GU0324 GU0324 *CURRENT SURVEY CONTROL GU0324 ___________________________________________________________________ GU0324* NAD 83(1986)- 36 54 51. (N) 120 49 10. (W) SCALED GU0324* NAVD 88 - 100.80 (+/-2cm) 330.7 (feet) VERTCON GU0324 ___________________________________________________________________ GU0324 GEOID HEIGHT- -33.19 (meters) GEOID99 GU0324 GU0324 VERT ORDER - THIRD (See Below) GU0324 GU0324.The horizontal coordinates were scaled from a topographic map and have GU0324.an estimated accuracy of +/- 6 seconds. GU0324 GU0324.The NAVD 88 height was computed by applying the VERTCON shift value to GU0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0324.The vertical order pertains to the superseded datum. GU0324 GU0324.The geoid height was determined by GEOID99. GU0324 GU0324; North East Units Estimated Accuracy GU0324;SPC CA 3 - 546,010. 1,971,530. MT (+/- 180 meters Scaled) GU0324 GU0324 SUPERSEDED SURVEY CONTROL GU0324 GU0324 NGVD 29 - 99.96 (m) 328.0 (f) RESET 3 GU0324 GU0324.Superseded values are not recommended for survey control. GU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0324.See file dsdata.txt to determine how the superseded data were derived. GU0324 GU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF942875(NAD 83) GU0324_MARKER: DB = BENCH MARK DISK GU0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0324_STAMPING: Y 663 1943 RESET 1969 GU0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0324+STABILITY: SURFACE MOTION GU0324 GU0324 HISTORY - Date Condition Report By GU0324 HISTORY - 1969 MONUMENTED CGS GU0324 HISTORY - 19881128 MARK NOT FOUND NGS GU0324 GU0324 STATION DESCRIPTION GU0324 GU0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU0324'11.1 MI S FROM LOS BANOS. GU0324'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM GU0324'THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 8.8 MILES GU0324'SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 1.4 MILES SOUTHEAST GU0324'ALONG POLE LINE ROAD, 119.0 FEET SOUTHWEST OF THE CENTERLINE GU0324'OF THE ROAD, 5.8 FEET SOUTHEAST OF A WOODEN WITNESS POST, 4.7 GU0324'FEET SOUTHEAST OF BENCH MARK 938+35.07 (USBR), 1.8 FEET WEST GU0324'OF A WOODEN WITNESS POST, 1.8 FEET NORTH OF A WOODEN WITNESS GU0324'POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP GU0324'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GU0324 GU0324 STATION RECOVERY (1988) GU0324 GU0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0324'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC5730 *********************************************************************** AC5730 DESIGNATION - Z 1126 RESET AC5730 PID - AC5730 AC5730 STATE/COUNTY- CA/MERCED AC5730 USGS QUAD - GUSTINE (1973) AC5730 AC5730 *CURRENT SURVEY CONTROL AC5730 ___________________________________________________________________ AC5730* NAD 83(1986)- 37 17 59. (N) 120 56 03. (W) SCALED AC5730* NAVD 88 - 23.61 (+/-2cm) 77.5 (feet) VERTCON AC5730 ___________________________________________________________________ AC5730 GEOID HEIGHT- -32.71 (meters) GEOID99 AC5730 AC5730 VERT ORDER - THIRD (See Below) AC5730 AC5730.The horizontal coordinates were scaled from a topographic map and have AC5730.an estimated accuracy of +/- 6 seconds. AC5730 AC5730.The NAVD 88 height was computed by applying the VERTCON shift value to AC5730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC5730.The vertical order pertains to the superseded datum. AC5730 AC5730.The geoid height was determined by GEOID99. AC5730 AC5730; North East Units Estimated Accuracy AC5730;SPC CA 3 - 588,840. 1,961,510. MT (+/- 180 meters Scaled) AC5730 AC5730 SUPERSEDED SURVEY CONTROL AC5730 AC5730 NGVD 29 - 22.87 (m) 75.0 (f) RESET 3 AC5730 AC5730.Superseded values are not recommended for survey control. AC5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5730.See file dsdata.txt to determine how the superseded data were derived. AC5730 AC5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG830301(NAD 83) AC5730_MARKER: DV = VERTICAL CONTROL DISK AC5730_SETTING: 31 = BRIDGE RAIL AC5730_STAMPING: Z 1126 RESET 1990 AC5730_MARK LOGO: NGS AC5730_MAGNETIC: N = NO MAGNETIC MATERIAL AC5730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC5730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5730+SATELLITE: SATELLITE OBSERVATIONS - 1996 AC5730 AC5730 HISTORY - Date Condition Report By AC5730 HISTORY - 1996 MONUMENTED CADT AC5730 AC5730 STATION DESCRIPTION AC5730 AC5730'DESCRIBED BY CALTRANS 1996 (ARL) AC5730'5.55 MILES (8.93 KM) NORTHEAST ALONG STATE ROUTE 140 FROM THE CROSSING AC5730'OF THE SOUTHERN PACIFIC RAILROAD AT GUSTINE, AT THE SOUTHEAST END OF AC5730'BRIDGE NO. 39-92 OVER THE SAN JOAQUIN RIVER, IN THE TOP OF THE AC5730'SOUTHEAST END OF THE SOUTHEAST CONCRETE BRIDGE RAIL, 75.1 FEET (22.9 AC5730'M) NORTHWEST OF A POWER POLE, 21.2 FEET (6.5 M) SOUTH OF THE AC5730'CENTERLINE STRIPE OF THE HIGHWAY, 7.0 FEET (2.1 M) EAST OF THE AC5730'SOUTHEAST END OF CONCRETE BRIDGE DECK, 3.0 FEET (0.9 M) WEST OF THE AC5730'SOUTHEAST END OF CONCRETE BRIDGE RAIL, 2.7 FEET (0.8 M) HIGHER THAN AC5730'THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5466 *********************************************************************** HS5466 DESIGNATION - Z 816 RESET HS5466 PID - HS5466 HS5466 STATE/COUNTY- CA/MERCED HS5466 USGS QUAD - LOS BANOS (1987) HS5466 HS5466 *CURRENT SURVEY CONTROL HS5466 ___________________________________________________________________ HS5466* NAD 83(1986)- 37 03 20. (N) 120 46 22. (W) SCALED HS5466* NAVD 88 - 29.87 (meters) 98.0 (feet) RESET HS5466 ___________________________________________________________________ HS5466 GEOID HEIGHT- -33.20 (meters) GEOID99 HS5466 HS5466 VERT ORDER - THIRD HS5466 HS5466.The horizontal coordinates were scaled from a topographic map and have HS5466.an estimated accuracy of +/- 6 seconds. HS5466 HS5466.The orthometric height was computed from unverified reset data. HS5466.No vertical observational check was made to the station. HS5466 HS5466.The geoid height was determined by GEOID99. HS5466 HS5466; North East Units Estimated Accuracy HS5466;SPC CA 3 - 561,690. 1,975,740. MT (+/- 180 meters Scaled) HS5466 HS5466 SUPERSEDED SURVEY CONTROL HS5466 HS5466 NGVD 29 - 29.25 (m) 96.0 (f) RESET 3 HS5466 HS5466.Superseded values are not recommended for survey control. HS5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5466.See file dsdata.txt to determine how the superseded data were derived. HS5466 HS5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG980033(NAD 83) HS5466_MARKER: DV = VERTICAL CONTROL DISK HS5466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5466_STAMPING: Z 816 RESET 1991 HS5466_MARK LOGO: NGS HS5466_MAGNETIC: N = NO MAGNETIC MATERIAL HS5466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5466+STABILITY: SURFACE MOTION HS5466 HS5466 HISTORY - Date Condition Report By HS5466 HISTORY - 1990 MONUMENTED CADT HS5466 HS5466 STATION DESCRIPTION HS5466 HS5466'DESCRIBED BY CALTRANS 1990 HS5466'4.3 MILES (6.9 KM) EAST ALONG STATE HIGHWAY ROUTE 152 FROM THE HS5466'INTERSECTION WITH SIXTH STREET IN LOS BANOS, 0.15 MILE (0.24 KM) EAST HS5466'OF A DOUBLE BOX CULVERT C 173+21, 30 FEET (9.1 M) WEST OF A 24-INCH HS5466'REINFORCED CONCRETE PIPE CULVERT FLARED END SECTION, 26.5 FEET HS5466'(8.1 M) SOUTH OF THE EDGE OF PAVED SHOULDER OF THE EAST-BOUND LANES HS5466'OF HIGHWAY 152, 1.2 FEET (0.4 M) NORTH OF RIGHT-OF-WAY FENCE, FLUSH HS5466'WITH GROUND, 1.5 FEET (0.5 M) SOUTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1214 *********************************************************************** HS1214 DESIGNATION - Z 941 RESET 1970 HS1214 PID - HS1214 HS1214 STATE/COUNTY- CA/MERCED HS1214 USGS QUAD - YOSEMITE LAKE (1987) HS1214 HS1214 *CURRENT SURVEY CONTROL HS1214 ___________________________________________________________________ HS1214* NAD 83(1986)- 37 29 49. (N) 120 29 27. (W) SCALED HS1214* NAVD 88 - 64.30 (+/-2cm) 211.0 (feet) VERTCON HS1214 ___________________________________________________________________ HS1214 GEOID HEIGHT- -31.09 (meters) GEOID99 HS1214 HS1214 VERT ORDER - THIRD (See Below) HS1214 HS1214.The horizontal coordinates were scaled from a topographic map and have HS1214.an estimated accuracy of +/- 6 seconds. HS1214 HS1214.The NAVD 88 height was computed by applying the VERTCON shift value to HS1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1214.The vertical order pertains to the superseded datum. HS1214 HS1214.The geoid height was determined by GEOID99. HS1214 HS1214; North East Units Estimated Accuracy HS1214;SPC CA 3 - 610,640. 2,000,810. MT (+/- 180 meters Scaled) HS1214 HS1214 SUPERSEDED SURVEY CONTROL HS1214 HS1214 NGVD 29 - 63.59 (m) 208.6 (f) RESET 3 HS1214 HS1214.Superseded values are not recommended for survey control. HS1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1214.See file dsdata.txt to determine how the superseded data were derived. HS1214 HS1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG218529(NAD 83) HS1214_MARKER: DB = BENCH MARK DISK HS1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1214_STAMPING: Z 941 RESET 1970 HS1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1214+STABILITY: SURFACE MOTION HS1214 HS1214 HISTORY - Date Condition Report By HS1214 HISTORY - 1970 MONUMENTED CADH HS1214 HS1214 STATION DESCRIPTION HS1214 HS1214'DESCRIBED BY CA DIV OF HIGHWAYS 1970 HS1214'3.4 MI SW FROM SNELLING. HS1214'APPROXIMATELY 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 59 FROM HS1214'THE INTERSECTION OF HALTERMAN ROAD AT SNELLING, APPROXIMATELY 49 HS1214'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, NORMAL TO THE HS1214'CENTER LINE FROM A POINT APPROXIMATELY 25 FEET NORTHEAST (ALONG HS1214'THE CENTER LINE) OF THE INTERSECTION OF THE CENTER LINE AND A 24 HS1214'INCH CMP CULVERT, APPROXIMATELY 2-3 FEET NORTHEAST OF THE HS1214'INTERSECTION OF HIGHWAY RIGHT-OF-WAY FENCE EXTENDING SOUTHWEST, HS1214'SET IN A CONCRETE MONUMENT (12 IN DIAMETER) PROJECTING HS1214'APPROXIMATELY 0.8 FOOT ABOVE THE GROUND.