1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2631 *********************************************************************** GU2631 DESIGNATION - 12 USGS RESET 1954 GU2631 PID - GU2631 GU2631 STATE/COUNTY- CA/SAN BENITO GU2631 USGS QUAD - TRES PINOS (1971) GU2631 GU2631 *CURRENT SURVEY CONTROL GU2631 ___________________________________________________________________ GU2631* NAD 83(1986)- 36 45 53. (N) 121 17 56. (W) SCALED GU2631* NAVD 88 - 162.17 (+/-2cm) 532.1 (feet) VERTCON GU2631 ___________________________________________________________________ GU2631 GEOID HEIGHT- -32.77 (meters) GEOID99 GU2631 GU2631 VERT ORDER - THIRD (See Below) GU2631 GU2631.The horizontal coordinates were scaled from a topographic map and have GU2631.an estimated accuracy of +/- 6 seconds. GU2631 GU2631.The NAVD 88 height was computed by applying the VERTCON shift value to GU2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2631.The vertical order pertains to the superseded datum. GU2631 GU2631.The geoid height was determined by GEOID99. GU2631 GU2631; North East Units Estimated Accuracy GU2631;SPC CA 4 - 661,290. 1,794,770. MT (+/- 180 meters Scaled) GU2631 GU2631 SUPERSEDED SURVEY CONTROL GU2631 GU2631 NGVD 29 - 161.26 (m) 529.1 (f) RESET 3 GU2631 GU2631.Superseded values are not recommended for survey control. GU2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2631.See file dsdata.txt to determine how the superseded data were derived. GU2631 GU2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF518701(NAD 83) GU2631_MARKER: DD = SURVEY DISK GU2631_SETTING: 36 = BRIDGE GU2631_STAMPING: 12 RESET 1954 GU2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU2631 GU2631 HISTORY - Date Condition Report By GU2631 HISTORY - 1954 MONUMENTED USGS GU2631 HISTORY - 1954 GOOD NGS GU2631 GU2631 STATION DESCRIPTION GU2631 GU2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 GU2631'2.2 MI SE FROM TRES PINOS. GU2631'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE GU2631'AT TRES PINOS, SAN BENITO COUNTY, 0.15 MILE SOUTH OF BOLADO GU2631'PARK PAVILION, AT A REINFORCED-CONCRETE GIRDER BRIDGE OVER TRES GU2631'PINOS CREEK, AND IN THE NORTHEAST CURBING OVER THE NORTH ABUTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU4314 *********************************************************************** GU4314 DESIGNATION - G 1236 RESET GU4314 PID - GU4314 GU4314 STATE/COUNTY- CA/SAN BENITO GU4314 USGS QUAD - CHITTENDEN (1993) GU4314 GU4314 *CURRENT SURVEY CONTROL GU4314 ___________________________________________________________________ GU4314* NAD 83(1992)- 36 54 16.92125(N) 121 33 25.18995(W) ADJUSTED GU4314* NAVD 88 - 54.91 (meters) 180.2 (feet) RESET GU4314 ___________________________________________________________________ GU4314 EPOCH DATE - 1991.35 GU4314 X - -2,672,400.063 (meters) COMP GU4314 Y - -4,351,238.500 (meters) COMP GU4314 Z - 3,808,954.622 (meters) COMP GU4314 LAPLACE CORR- 0.80 (seconds) DEFLEC99 GU4314 ELLIP HEIGHT- 21.91 (meters) GPS OBS GU4314 GEOID HEIGHT- -33.02 (meters) GEOID99 GU4314 GU4314 HORZ ORDER - FIRST GU4314 VERT ORDER - THIRD GU4314 ELLP ORDER - FOURTH CLASS II GU4314 GU4314.The horizontal coordinates were established by GPS observations GU4314.and adjusted by the National Geodetic Survey in August 1994. GU4314.The horizontal coordinates are valid at the epoch date displayed above. GU4314.The epoch date for horizontal control is a decimal equivalence GU4314.of Year/Month/Day. GU4314 GU4314.The orthometric height was computed from unverified reset data. GU4314.No vertical observational check was made to the station. GU4314 GU4314.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU4314 GU4314.The Laplace correction was computed from DEFLEC99 derived deflections. GU4314 GU4314.The ellipsoidal height was determined by GPS observations GU4314.and is referenced to NAD 83. GU4314 GU4314.The geoid height was determined by GEOID99. GU4314 GU4314; North East Units Scale Converg. GU4314;SPC CA 4 - 677,396.028 1,772,151.399 MT 0.99995257 -1 31 31.7 GU4314;SPC CA 4 - 2,222,423.47 5,814,133.38 sFT 0.99995257 -1 31 31.7 GU4314;SPC CA 3 - 545,446.803 1,905,796.101 MT 1.00003741 -0 38 49.7 GU4314;SPC CA 3 - 1,789,520.05 6,252,599.37 sFT 1.00003741 -0 38 49.7 GU4314;UTM 10 - 4,085,272.775 628,556.597 MT 0.99980360 +0 51 59.8 GU4314 GU4314 SUPERSEDED SURVEY CONTROL GU4314 GU4314 NGVD 29 - 54.07 (m) 177.4 (f) RESET 3 GU4314 GU4314.Superseded values are not recommended for survey control. GU4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4314.See file dsdata.txt to determine how the superseded data were derived. GU4314 GU4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF2855785273(NAD 83) GU4314_MARKER: DV = VERTICAL CONTROL DISK GU4314_SETTING: 38 = TOP OF BRIDGE ABUTMENT GU4314_STAMPING: G 1236 RESET 1992 GU4314_MARK LOGO: NGS GU4314_MAGNETIC: N = NO MAGNETIC MATERIAL GU4314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU4314+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1994 GU4314 GU4314 HISTORY - Date Condition Report By GU4314 HISTORY - 1992 MONUMENTED CADT GU4314 HISTORY - 19930520 GOOD CADT GU4314 HISTORY - 19940712 GOOD CADT GU4314 GU4314 STATION DESCRIPTION GU4314 GU4314'DESCRIBED BY CALTRANS 1992 GU4314'IN NORTHWEST CORNER OF LOMERIAS OVERCROSSING, FLUSH WITH DECK OVER GU4314'ABUTMENT NO. 1 IN WEST END BRIDGE, 1.8 FEET (0.5 M) EASTERLY OF GU4314'BRIDGE BEGINING, 1.2 FEET (0.4 M) SOUTHERLY OF SIDEWALK, 400 FEET GU4314'(121.9 M) EASTERLY OF BETABEL ROAD. GU4314 GU4314 STATION RECOVERY (1993) GU4314 GU4314'RECOVERY NOTE BY CALTRANS 1993 GU4314'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. GU4314'$ GU4314'THE STATION IS LOCATED IN THE WEST ABUTMENT OF LOMERIAS ROAD GU4314'OVERCROSSING OF U.S. HIGHWAY 101, ABOUT 16.5 MI (26.6 KM) NORTH OF GU4314'THE CITY OF SALINAS, ABOUT 8 MI (12.9 KM) SOUTH OF THE CITY OF GILROY GU4314'AND ABOUT 1 MI (1.6 KM) SOUTH OF THE SANTA CLARA/SAN BENITO COUNTY GU4314'LINE. GU4314'$ GU4314'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE GU4314'HIGHWAY 156 (EAST), ABOUT 2.5 MI (4.0 KM) NORTHWEST OF THE CITY OF GU4314'SAN JUAN BAUTISTA, GO NORTH ON U.S. HIGHWAY 101 FOR 1.8 MI (2.9 KM) GU4314'TO THE JUNCTION WITH STATE HIGHWAY 129. CONTINUE NORTH ON U.S. HIGHWAY GU4314'101 FOR 1.4 MI (2.3 KM) TO THE BETABEL ROAD/Y ROAD OFFRAMP. TAKE THE GU4314'OFFRAMP NORTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH LOMERIAS GU4314'ROAD. TURN LEFT AND GO WEST ON LOMERIAS ROAD FOR 0.1 MI (0.2 KM) GU4314'CROSSING OVER U.S. HIGHWAY 101, TO THE WEST ABUTMENT OF THE GU4314'OVERCROSSING AND THE STATION ON THE RIGHT. AN AREA FOR VEHICLE GU4314'PARKING IS LOCATED ABOUT 50 FT (15.2 M) WEST OF THE STATION. GU4314'$ GU4314'THE STATION IS ABOUT 220 FT (67.1 M) EAST OF THE INTERSECTION OF THE GU4314'SOUTH BOUND OFFRAMP FROM U.S. HIGHWAY 101 FOR BETABEL ROAD/Y ROAD GU4314'WITH LOMERIAS ROAD, 13.5 FT (4.1 M) NORTH OF THE CENTERLINE OF GU4314'LOMERIAS ROAD, 1.75 FT (0.53 M) EAST OF THE WEST EDGE OF BRIDGE DECK, GU4314'1.25 FT (0.38 M) SOUTH OF THE NORTH SIDEWALK CURB FACE, AND LEVEL GU4314'WITH THE ROADWAY. GU4314'$ GU4314'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION GU4314'SURVEY. GU4314 GU4314 STATION RECOVERY (1994) GU4314 GU4314'RECOVERY NOTE BY CALTRANS 1994 (DAN) GU4314'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2736 *********************************************************************** GU2736 DESIGNATION - G 251 RESET 1975 GU2736 PID - GU2736 GU2736 STATE/COUNTY- CA/SAN BENITO GU2736 USGS QUAD - BICKMORE CANYON (1984) GU2736 GU2736 *CURRENT SURVEY CONTROL GU2736 ___________________________________________________________________ GU2736* NAD 83(1986)- 36 36 54. (N) 121 12 54. (W) SCALED GU2736* NAVD 88 - 300.99 (+/-2cm) 987.5 (feet) VERTCON GU2736 ___________________________________________________________________ GU2736 GEOID HEIGHT- -32.66 (meters) GEOID99 GU2736 GU2736 VERT ORDER - THIRD (See Below) GU2736 GU2736.The horizontal coordinates were scaled from a topographic map and have GU2736.an estimated accuracy of +/- 6 seconds. GU2736 GU2736.The NAVD 88 height was computed by applying the VERTCON shift value to GU2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2736.The vertical order pertains to the superseded datum. GU2736 GU2736.The geoid height was determined by GEOID99. GU2736 GU2736; North East Units Estimated Accuracy GU2736;SPC CA 4 - 644,500. 1,801,880. MT (+/- 180 meters Scaled) GU2736 GU2736 SUPERSEDED SURVEY CONTROL GU2736 GU2736 NGVD 29 - 300.02 (m) 984.3 (f) RESET 3 GU2736 GU2736.Superseded values are not recommended for survey control. GU2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2736.See file dsdata.txt to determine how the superseded data were derived. GU2736 GU2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF596536(NAD 83) GU2736_MARKER: DB = BENCH MARK DISK GU2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2736_STAMPING: G 251 RESET 1975 GU2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2736+STABILITY: SURFACE MOTION GU2736 GU2736 HISTORY - Date Condition Report By GU2736 HISTORY - 1975 MONUMENTED CADT GU2736 GU2736 STATION DESCRIPTION GU2736 GU2736'DESCRIBED BY CALTRANS 1975 GU2736'9.5 MI SE FROM PAICINES. GU2736'9.5 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, SAN GU2736'BENITO COUNTY, 0.3 MILES NORTHWEST OF SAN BENITO RIVER BRIDGE GU2736'NUMBER 43-15, 20 FEET NORTHWEST OF THE END OF A 1200 FOOT GU2736'RADIUS CURVE, 35 FEET SOUTHEAST OF A PRIVATE ROAD CONNECTION, GU2736'53 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET GU2736'INSIDE THE RIGHT OF WAY FENCE AND 2 FEET WEST OF A 5-FOOT HIGH GU2736'METAL WITNESS POST WITH WITNESS MARKER ATTACHED. SET N.G.S. GU2736'BRASS CAP IN CONCRETE POST THAT EXTENDS 0.4 FEET ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2478 *********************************************************************** GU2478 DESIGNATION - K 711 RESET 1966 GU2478 PID - GU2478 GU2478 STATE/COUNTY- CA/SAN BENITO GU2478 USGS QUAD - PINALITO CANYON (1984) GU2478 GU2478 *CURRENT SURVEY CONTROL GU2478 ___________________________________________________________________ GU2478* NAD 83(1986)- 36 18 34. (N) 121 02 33. (W) SCALED GU2478* NAVD 88 - 318.70 (+/-2cm) 1045.6 (feet) VERTCON GU2478 ___________________________________________________________________ GU2478 GEOID HEIGHT- -33.03 (meters) GEOID99 GU2478 GU2478 VERT ORDER - THIRD (See Below) GU2478 GU2478.The horizontal coordinates were scaled from a topographic map and have GU2478.an estimated accuracy of +/- 6 seconds. GU2478 GU2478.The NAVD 88 height was computed by applying the VERTCON shift value to GU2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2478.The vertical order pertains to the superseded datum. GU2478 GU2478.The geoid height was determined by GEOID99. GU2478 GU2478; North East Units Estimated Accuracy GU2478;SPC CA 4 - 610,260. 1,816,590. MT (+/- 180 meters Scaled) GU2478 GU2478 SUPERSEDED SURVEY CONTROL GU2478 GU2478 NGVD 29 - 317.72 (m) 1042.4 (f) RESET 3 GU2478 GU2478.Superseded values are not recommended for survey control. GU2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2478.See file dsdata.txt to determine how the superseded data were derived. GU2478 GU2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF757200(NAD 83) GU2478_MARKER: DB = BENCH MARK DISK GU2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2478_STAMPING: K-711 RESET 1966 GU2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2478+STABILITY: SURFACE MOTION GU2478 GU2478 HISTORY - Date Condition Report By GU2478 HISTORY - 1966 MONUMENTED CA-053 GU2478 GU2478 STATION DESCRIPTION GU2478 GU2478'DESCRIBED BY MONTEREY COUNTY CALIFORNIA 1966 GU2478'5.7 MI SW FROM KING CITY. GU2478'ABOUT 5.7 MILES SOUTHWEST ALONG THE ROAD TO KING CITY FROM THE GU2478'BITTERWATER SERVICE STATION AND BUS DEPOT AT BITTERWATER, 36 FEET GU2478'SOUTHEAST OF THE CENTERLINE OF THE NEW ROAD LEADING TO KING CITY, GU2478'5 FEET NORTHWEST OF THE NEW FENCE LINE, 490 FEET EASTERLY OF A GU2478'CORRAL AND 170 FEET EASTERLY OF A 36 IN C.M.P. CULVERT. A WITNESS GU2478'POST HAS BEEN SET. DISK SET IN TOP OF A CONCRETE POST. GU2478'2 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2480 *********************************************************************** GU2480 DESIGNATION - L 711 RESET 1964 GU2480 PID - GU2480 GU2480 STATE/COUNTY- CA/SAN BENITO GU2480 USGS QUAD - PINALITO CANYON (1984) GU2480 GU2480 *CURRENT SURVEY CONTROL GU2480 ___________________________________________________________________ GU2480* NAD 83(1986)- 36 19 21. (N) 121 01 54. (W) SCALED GU2480* NAVD 88 - 363.52 (+/-2cm) 1192.6 (feet) VERTCON GU2480 ___________________________________________________________________ GU2480 GEOID HEIGHT- -32.99 (meters) GEOID99 GU2480 GU2480 VERT ORDER - THIRD (See Below) GU2480 GU2480.The horizontal coordinates were scaled from a topographic map and have GU2480.an estimated accuracy of +/- 6 seconds. GU2480 GU2480.The NAVD 88 height was computed by applying the VERTCON shift value to GU2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2480.The vertical order pertains to the superseded datum. GU2480 GU2480.The geoid height was determined by GEOID99. GU2480 GU2480; North East Units Estimated Accuracy GU2480;SPC CA 4 - 611,690. 1,817,590. MT (+/- 180 meters Scaled) GU2480 GU2480 SUPERSEDED SURVEY CONTROL GU2480 GU2480 NGVD 29 - 362.53 (m) 1189.4 (f) RESET 3 GU2480 GU2480.Superseded values are not recommended for survey control. GU2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2480.See file dsdata.txt to determine how the superseded data were derived. GU2480 GU2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF766215(NAD 83) GU2480_MARKER: DB = BENCH MARK DISK GU2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2480_STAMPING: L 711 RESET 1964 GU2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2480+STABILITY: SURFACE MOTION GU2480 GU2480 HISTORY - Date Condition Report By GU2480 HISTORY - 1964 MONUMENTED CA-069 GU2480 GU2480 STATION DESCRIPTION GU2480 GU2480'DESCRIBED BY SAN BENITO COUNTY CALIFORNIA 1964 GU2480'4.7 MI SW FROM BITTERWATER. GU2480'ABOUT 4.7 MILES SOUTHWEST FROM THE BITTERWATER SERVICE STATION AND GU2480'BUS DEPOT AT BITTERWATER, 34 FEET SOUTHEAST OF THE CENTERLINE OF GU2480'THE ROAD LEADING TO KING CITY, 4 FEET NORTHWEST OF THE FENCE LINE, GU2480'AND SET IN A CONCRETE POST 40 FEET LEFT OF STATION 251 + 50 F.A.S. GU2480'666 (2) A WITNESS POST HAS BEEN SET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2609 *********************************************************************** GU2609 DESIGNATION - L 738 RESET 1962 GU2609 PID - GU2609 GU2609 STATE/COUNTY- CA/SAN BENITO GU2609 USGS QUAD - HOLLISTER (1995) GU2609 GU2609 *CURRENT SURVEY CONTROL GU2609 ___________________________________________________________________ GU2609* NAD 83(1986)- 36 52 04. (N) 121 24 02. (W) SCALED GU2609* NAVD 88 - 80.62 (+/-2cm) 264.5 (feet) VERTCON GU2609 ___________________________________________________________________ GU2609 GEOID HEIGHT- -32.97 (meters) GEOID99 GU2609 GU2609 VERT ORDER - THIRD (See Below) GU2609 GU2609.The horizontal coordinates were scaled from a topographic map and have GU2609.an estimated accuracy of +/- 6 seconds. GU2609 GU2609.The NAVD 88 height was computed by applying the VERTCON shift value to GU2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2609.The vertical order pertains to the superseded datum. GU2609 GU2609.The geoid height was determined by GEOID99. GU2609 GU2609; North East Units Estimated Accuracy GU2609;SPC CA 4 - 672,940. 1,785,990. MT (+/- 180 meters Scaled) GU2609 GU2609 SUPERSEDED SURVEY CONTROL GU2609 GU2609 NGVD 29 - 79.76 (m) 261.7 (f) RESET 3 GU2609 GU2609.Superseded values are not recommended for survey control. GU2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2609.See file dsdata.txt to determine how the superseded data were derived. GU2609 GU2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF425813(NAD 83) GU2609_MARKER: DB = BENCH MARK DISK GU2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2609_STAMPING: L 738 RESET 1962 GU2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2609+STABILITY: SURFACE MOTION GU2609 GU2609 HISTORY - Date Condition Report By GU2609 HISTORY - 1962 MONUMENTED CADH GU2609 HISTORY - 1964 GOOD NGS GU2609 GU2609 STATION DESCRIPTION GU2609 GU2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 GU2609'1.2 MI N FROM HOLLISTER. GU2609'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 25 AND 156 FROM THE GU2609'COURTHOUSE IN HOLLISTER, ABOUT 1.3 MILES SOUTH ALONG HIGHWAY 156 GU2609'FROM THE MAIN GATE AT HOLLISTER NAVAL AUXILIARY AIR STATION, AT GU2609'THE JUNCTION OF HIGHWAY AND MC CLOSKEY ROAD, 16 FEET NORTH OF GU2609'NORTH CURB NOSE, 8.6 FEET LEFT OF LEFT EDGE OF PAVEMENT OF NORTHBOUND GU2609'LANES, BETWEEN CURBS AT ENG. STATION N 46 + 50, AND SET IN A GU2609'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2723 *********************************************************************** GU2723 DESIGNATION - M 251 RESET 1941 GU2723 PID - GU2723 GU2723 STATE/COUNTY- CA/SAN BENITO GU2723 USGS QUAD - BICKMORE CANYON (1984) GU2723 GU2723 *CURRENT SURVEY CONTROL GU2723 ___________________________________________________________________ GU2723* NAD 83(1986)- 36 31 01. (N) 121 08 10. (W) SCALED GU2723* NAVD 88 - 363.34 (+/-2cm) 1192.1 (feet) VERTCON GU2723 ___________________________________________________________________ GU2723 GEOID HEIGHT- -32.74 (meters) GEOID99 GU2723 GU2723 VERT ORDER - THIRD (See Below) GU2723 GU2723.The horizontal coordinates were scaled from a topographic map and have GU2723.an estimated accuracy of +/- 6 seconds. GU2723 GU2723.The NAVD 88 height was computed by applying the VERTCON shift value to GU2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2723.The vertical order pertains to the superseded datum. GU2723 GU2723.The geoid height was determined by GEOID99. GU2723 GU2723; North East Units Estimated Accuracy GU2723;SPC CA 4 - 633,460. 1,808,690. MT (+/- 180 meters Scaled) GU2723 GU2723 SUPERSEDED SURVEY CONTROL GU2723 GU2723 NGVD 29 - 362.36 (m) 1188.8 (f) RESET 3 GU2723 GU2723.Superseded values are not recommended for survey control. GU2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2723.See file dsdata.txt to determine how the superseded data were derived. GU2723 GU2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF668429(NAD 83) GU2723_MARKER: DB = BENCH MARK DISK GU2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2723_STAMPING: M 251 1935 RESET 1941 GU2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2723+STABILITY: SURFACE MOTION GU2723 GU2723 HISTORY - Date Condition Report By GU2723 HISTORY - 1941 MONUMENTED NPS GU2723 HISTORY - 1969 GOOD NGS GU2723 GU2723 STATION DESCRIPTION GU2723 GU2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 GU2723'4 MI NW FROM SAN BENITO. GU2723'0.7 MILE SOUTHWEST ALONG WILLOW CREEK ROAD FROM JEFFERSON SCHOOL GU2723'AT SAN BENITO, THENCE 3.3 MILES NORTHWEST ALONG STATE HIGHWAY GU2723'25, 44 FEET EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH TO GU2723'THE PINNACLES NATIONAL MONUMENT, 29.4 FEET EAST OF THE NORTHEAST GU2723'CORNER OF A CATTLE GUARD, 29.3 FEET SOUTH OF THE CENTERLINE GU2723'OF THE HIGHWAY, 1.4 FEET NORTH OF A FENCE LINE, 1.1 FEET SOUTH GU2723'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST GU2723'PROJECTING 0.7 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2484 *********************************************************************** GU2484 DESIGNATION - P 711 RESET 1964 GU2484 PID - GU2484 GU2484 STATE/COUNTY- CA/SAN BENITO GU2484 USGS QUAD - PINALITO CANYON (1984) GU2484 GU2484 *CURRENT SURVEY CONTROL GU2484 ___________________________________________________________________ GU2484* NAD 83(1986)- 36 21 38. (N) 121 01 08. (W) SCALED GU2484* NAVD 88 - 497.40 (+/-2cm) 1631.9 (feet) VERTCON GU2484 ___________________________________________________________________ GU2484 GEOID HEIGHT- -32.91 (meters) GEOID99 GU2484 GU2484 VERT ORDER - THIRD (See Below) GU2484 GU2484.The horizontal coordinates were scaled from a topographic map and have GU2484.an estimated accuracy of +/- 6 seconds. GU2484 GU2484.The NAVD 88 height was computed by applying the VERTCON shift value to GU2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2484.The vertical order pertains to the superseded datum. GU2484 GU2484.The geoid height was determined by GEOID99. GU2484 GU2484; North East Units Estimated Accuracy GU2484;SPC CA 4 - 615,890. 1,818,820. MT (+/- 180 meters Scaled) GU2484 GU2484 SUPERSEDED SURVEY CONTROL GU2484 GU2484 NGVD 29 - 496.39 (m) 1628.6 (f) RESET 3 GU2484 GU2484.Superseded values are not recommended for survey control. GU2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2484.See file dsdata.txt to determine how the superseded data were derived. GU2484 GU2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF777257(NAD 83) GU2484_MARKER: DB = BENCH MARK DISK GU2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2484_STAMPING: P 711 RESET 1964 GU2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2484+STABILITY: SURFACE MOTION GU2484 GU2484 HISTORY - Date Condition Report By GU2484 HISTORY - 1964 MONUMENTED CGS GU2484 HISTORY - 1968 GOOD NGS GU2484 GU2484 STATION DESCRIPTION GU2484 GU2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 GU2484'2 MI SW FROM BITTERWATER. GU2484'ABOUT 2.0 MI SW FROM BITTERWATER SERVICE STATION, 35 FT NW OF GU2484'CENTERLINE OF THE ROAD LEADING TO KING CITY, 0.5 FT SE OF A GU2484'FENCE, 2.0 FT SE OF A 4 X 4 WITNESS POST, A STANDARD DISK, STAMPED GU2484'P 711 RESET 1964 SET IN A CONCRETE POST AND PROJECTING 0.1 FT GU2484'ABOVE GROUND. NOTE-- BUS LINE DISCONTINUED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2628 *********************************************************************** GU2628 DESIGNATION - X 697 RESET 1969 GU2628 PID - GU2628 GU2628 STATE/COUNTY- CA/SAN BENITO GU2628 USGS QUAD - HOLLISTER (1995) GU2628 GU2628 *CURRENT SURVEY CONTROL GU2628 ___________________________________________________________________ GU2628* NAD 83(1986)- 36 50 26. (N) 121 29 37. (W) SCALED GU2628* NAVD 88 - 63.79 (+/-2cm) 209.3 (feet) VERTCON GU2628 ___________________________________________________________________ GU2628 GEOID HEIGHT- -33.09 (meters) GEOID99 GU2628 GU2628 VERT ORDER - THIRD (See Below) GU2628 GU2628.The horizontal coordinates were scaled from a topographic map and have GU2628.an estimated accuracy of +/- 6 seconds. GU2628 GU2628.The NAVD 88 height was computed by applying the VERTCON shift value to GU2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2628.The vertical order pertains to the superseded datum. GU2628 GU2628.The geoid height was determined by GEOID99. GU2628 GU2628; North East Units Estimated Accuracy GU2628;SPC CA 4 - 670,130. 1,777,610. MT (+/- 180 meters Scaled) GU2628 GU2628 SUPERSEDED SURVEY CONTROL GU2628 GU2628 NGVD 29 - 62.92 (m) 206.4 (f) RESET 3 GU2628 GU2628.Superseded values are not recommended for survey control. GU2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2628.See file dsdata.txt to determine how the superseded data were derived. GU2628 GU2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF343782(NAD 83) GU2628_MARKER: DB = BENCH MARK DISK GU2628_SETTING: 30 = CONCRETE FOUNDATIONS GU2628_STAMPING: X 697 RESET 1969 GU2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU2628 GU2628 HISTORY - Date Condition Report By GU2628 HISTORY - 1969 MONUMENTED CGS GU2628 GU2628 STATION DESCRIPTION GU2628 GU2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU2628'2.6 MI E FROM SAN JUAN BAUTISTA. GU2628'0.05 MILE SOUTHEAST ALONG POLK STREET FROM THE POST OFFICE AT GU2628'SAN JUAN BAUTISTA, THENCE 0.4 MILE SOUTHEAST ALONG THIRD, THENCE GU2628'2.1 MILES EAST ALONG STATE HIGHWAY 156, THENCE 0.1 MILE SOUTH, GU2628'AT THE WEST EDGE OF THE BUILDING AREA OF THE FERRY-MORSE SEED GU2628'COMPANY FARM, SET IN THE TOP OF THE WEST ONE OF TWO 3 X 7 X GU2628'4.5-FOOT CONCRETE FOUNDATIONS SUPPORTING A 5 X 22-FOOT METAL GU2628'PRESSURE-TANK, ABOUT 130 FEET WEST OF THE FARM OFFICE BUILDING, GU2628'110 FEET EAST OF A ROW OF EUCALYPTUS TREES, 10.7 FEET NORTH OF GU2628'THE NORTH SIDE OF A 30 X 8-FOOT CONCRETE WATER-STORAGE TANK, GU2628'0.7 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE FOUNDATION, GU2628'AND 0.6 FOOT ABOVE THE GROUND.