1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3014 *********************************************************************** HS3014 DESIGNATION - A 176 2621 RESET 1974 HS3014 PID - HS3014 HS3014 STATE/COUNTY- CA/SANTA CLARA HS3014 USGS QUAD - MILPITAS (1980) HS3014 HS3014 *CURRENT SURVEY CONTROL HS3014 ___________________________________________________________________ HS3014* NAD 83(1986)- 37 23 40. (N) 121 57 31. (W) SCALED HS3014* NAVD 88 - 7.11 (+/-2cm) 23.3 (feet) VERTCON HS3014 ___________________________________________________________________ HS3014 GEOID HEIGHT- -32.61 (meters) GEOID99 HS3014 HS3014 VERT ORDER - THIRD (See Below) HS3014 HS3014.The horizontal coordinates were scaled from a topographic map and have HS3014.an estimated accuracy of +/- 6 seconds. HS3014 HS3014.The NAVD 88 height was computed by applying the VERTCON shift value to HS3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3014.The vertical order pertains to the superseded datum. HS3014 HS3014.The geoid height was determined by GEOID99. HS3014 HS3014; North East Units Estimated Accuracy HS3014;SPC CA 3 - 600,270. 1,870,850. MT (+/- 180 meters Scaled) HS3014 HS3014 SUPERSEDED SURVEY CONTROL HS3014 HS3014 NGVD 29 - 6.28 (m) 20.6 (f) RESET 3 HS3014 HS3014.Superseded values are not recommended for survey control. HS3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3014.See file dsdata.txt to determine how the superseded data were derived. HS3014 HS3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG921391(NAD 83) HS3014_MARKER: DB = BENCH MARK DISK HS3014_SETTING: 36 = BUILDING HS3014_STAMPING: A 176=2621 CALIF GEOD S RESET 1974 HS3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3014 HS3014 HISTORY - Date Condition Report By HS3014 HISTORY - 1974 MONUMENTED NGS HS3014 HS3014 STATION DESCRIPTION HS3014 HS3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 HS3014'0.3 MI E FROM AGNEW. HS3014'0.3 MILE EAST ALONG LICK MILL ROAD FROM THE POST OFFICE AT HS3014'AGNEW, AT THE AGNEWS STATE HOSPITAL, IN THE SOUTHEAST QUADRANT HS3014'OF THE INTERSECTION OF LICK MILL ROAD AND AVENUE A, SET HS3014'VERTICALLY IN THE WEST SIDE OF A 12.5X18.5-FOOT CONCRETE BUILDING HS3014'HOUSING SWITCHING GEAR FOR NEARBY ELECTRIC TRANSFORMERS, 43 FEET HS3014'EAST OF THE CENTER LINE OF THE AVENUE, 42 FEET SOUTH OF THE HS3014'CENTER LINE OF THE ROAD, 22.9 FEET SOUTH OF THE SOUTH RAIL OF A HS3014'RAILROAD SPUR TRACK, 12.5 FEET SOUTH OF A POWER POLE 4/11, 0.5 HS3014'FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 4.4 HS3014'FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3305 *********************************************************************** HS3305 DESIGNATION - AP STA B RHV 1969 HS3305 PID - HS3305 HS3305 STATE/COUNTY- CA/SANTA CLARA HS3305 USGS QUAD - SAN JOSE EAST (1980) HS3305 HS3305 *CURRENT SURVEY CONTROL HS3305 ___________________________________________________________________ HS3305* NAD 83(1986)- 37 19 48. (N) 121 48 54. (W) SCALED HS3305* NAVD 88 - 41.11 (+/-2cm) 134.9 (feet) VERTCON HS3305 ___________________________________________________________________ HS3305 GEOID HEIGHT- -32.44 (meters) GEOID99 HS3305 HS3305 VERT ORDER - THIRD (See Below) HS3305 HS3305.The horizontal coordinates were scaled from a topographic map and have HS3305.an estimated accuracy of +/- 6 seconds. HS3305 HS3305.The NAVD 88 height was computed by applying the VERTCON shift value to HS3305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3305.The vertical order pertains to the superseded datum. HS3305 HS3305.The geoid height was determined by GEOID99. HS3305 HS3305; North East Units Estimated Accuracy HS3305;SPC CA 3 - 592,930. 1,883,470. MT (+/- 180 meters Scaled) HS3305 HS3305 SUPERSEDED SURVEY CONTROL HS3305 HS3305 NGVD 29 - 40.25 (m) 132.1 (f) RESET 3 HS3305 HS3305.Superseded values are not recommended for survey control. HS3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3305.See file dsdata.txt to determine how the superseded data were derived. HS3305 HS3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG049321(NAD 83) HS3305_MARKER: DT = TOPOGRAPHIC STATION DISK HS3305_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND HS3305_STAMPING: AP 1969 STA B RHV HS3305_MARK LOGO: CGS HS3305_MAGNETIC: O = OTHER; SEE DESCRIPTION HS3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS3305+STABILITY: SURFACE MOTION HS3305 HS3305 HISTORY - Date Condition Report By HS3305 HISTORY - 1969 MONUMENTED CGS HS3305 HISTORY - 19920615 GOOD NGS HS3305 HS3305 STATION DESCRIPTION HS3305 HS3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HS3305'AT REID HILLVIEW AIRPORT. HS3305'THIS MARK IS SET IN THE EASTERN SECTION OF THE CITY OF SAN JOSE, HS3305'AT THE REID-HILLVIEW AIRPORT. IT IS IN THE SOUTHEASTERN SECTION HS3305'OF THE AIRPORT, NEAR RUNWAY END 31R. IT IS 92.7 FEET NORTH OF HS3305'THE LARGE STEEL POST AT THE SOUTHWEST END OF THE GATE, 25.7 FEET HS3305'NORTHEAST OF THE FIRST TAXIWAY LIGHT FROM THE RUNWAY, 1.0 FEET HS3305'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXIWAY PAVING AND ABOUT HS3305'0.1 FOOT BELOW THE PAVING. A STANDARD TOPOGRAPHIC DISK SET IN THE HS3305'TOP OF A 12 INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED HS3305'AP 1969 STA. B. RHV. NOTE-- THIS MARK WAS TIED IN TO TAKE THE HS3305'PLACE OF Y 886. HS3305 HS3305 STATION RECOVERY (1992) HS3305 HS3305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 HS3305'THE STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF THE HS3305'REID-HILLVIEW AIRPORT, NEAR RUNWAY END 31R. IT IS 134.99 FT (41.15 M) HS3305'NE OF THE CENTERLINE END OF THE RUNWAY, 67.1 FT (20.5 M) SE OF A HS3305'TAXIWAY LIGHT AT THE CURVE AT THE JUNCTION OF THE TAXIWAYS, 36.9 FT HS3305'(11.2 M) SW OF THE SECOND TAXIWAY LIGHT NE OF THE RUNWAY, 25.8 FT (7.9 HS3305'M) NE OF THE FIRST TAXIWAY LIGHT NE OF THE RUNWAY, 22.7 FT (6.9 M) NW HS3305'OF THE WESTERLY OF TWO SIGN POSTS, 5.0 FT (1.5 M) NE OF THE WESTERLY HS3305'PROLONGATION OF TAXIWAY 2, AND 1.0 FT (0.3 M) SE OF THE SE EDGE OF THE HS3305'TAXIWAY. THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN THE HS3305'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND ABOUT HS3305'1 INCH BELOW THE TAXIWAY SURFACE, AND STAMPED AP 1969 STA B RHV. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5449 *********************************************************************** HS5449 DESIGNATION - B 1236 RESET HS5449 PID - HS5449 HS5449 STATE/COUNTY- CA/SANTA CLARA HS5449 USGS QUAD - GILROY (1993) HS5449 HS5449 *CURRENT SURVEY CONTROL HS5449 ___________________________________________________________________ HS5449* NAD 83(1986)- 37 00 11. (N) 121 32 37. (W) SCALED HS5449* NAVD 88 - 55.24 (+/-2cm) 181.2 (feet) VERTCON HS5449 ___________________________________________________________________ HS5449 GEOID HEIGHT- -32.66 (meters) GEOID99 HS5449 HS5449 VERT ORDER - THIRD (See Below) HS5449 HS5449.The horizontal coordinates were scaled from a topographic map and have HS5449.an estimated accuracy of +/- 6 seconds. HS5449 HS5449.The NAVD 88 height was computed by applying the VERTCON shift value to HS5449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5449.The vertical order pertains to the superseded datum. HS5449 HS5449.The geoid height was determined by GEOID99. HS5449 HS5449; North East Units Estimated Accuracy HS5449;SPC CA 3 - 556,350. 1,907,110. MT (+/- 180 meters Scaled) HS5449 HS5449 SUPERSEDED SURVEY CONTROL HS5449 HS5449 NGVD 29 - 54.40 (m) 178.5 (f) RESET 3 HS5449 HS5449.Superseded values are not recommended for survey control. HS5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5449.See file dsdata.txt to determine how the superseded data were derived. HS5449 HS5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF295962(NAD 83) HS5449_MARKER: DV = VERTICAL CONTROL DISK HS5449_SETTING: 32 = PIPE HEADWALL HS5449_STAMPING: B 1236 RESET 1981 HS5449_MARK LOGO: NGS HS5449_MAGNETIC: N = NO MAGNETIC MATERIAL HS5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5449+STABILITY: SURFACE MOTION HS5449 HS5449 HISTORY - Date Condition Report By HS5449 HISTORY - 1982 MONUMENTED CADT HS5449 HS5449 STATION DESCRIPTION HS5449 HS5449'DESCRIBED BY CALTRANS 1982 HS5449'0.90 MILE (1.45 KM) EAST ALONG STATE HIGHWAY 152 (PACHECO PASS HS5449'HIGHWAY) FROM US HIGHWAY 101 SEPARATION AT GILROY, AT MILE POST HS5449'10.96, ACROSS FROM PARKING LOT ENTRANCE TO FOREMOST-GENTRY FOOD CO. HS5449'(1280 PACHECO PASS HIGHWAY), 50 FEET (15.2 M) NORTH OF THE CENTERLINE HS5449'OF THE HIGHWAY, ON WEST PIPE HEADWALL OF PRIVATE ROAD UNDERDRAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT1668 *********************************************************************** HT1668 DESIGNATION - B 323=2742 RESET 1971 HT1668 PID - HT1668 HT1668 STATE/COUNTY- CA/SANTA CLARA HT1668 USGS QUAD - MOUNTAIN VIEW (1997) HT1668 HT1668 *CURRENT SURVEY CONTROL HT1668 ___________________________________________________________________ HT1668* NAD 83(1986)- 37 23 14. (N) 122 01 30. (W) SCALED HT1668* NAVD 88 - 17.59 (+/-2cm) 57.7 (feet) VERTCON HT1668 ___________________________________________________________________ HT1668 GEOID HEIGHT- -32.61 (meters) GEOID99 HT1668 HT1668 VERT ORDER - THIRD (See Below) HT1668 HT1668.The horizontal coordinates were scaled from a topographic map and have HT1668.an estimated accuracy of +/- 6 seconds. HT1668 HT1668.The NAVD 88 height was computed by applying the VERTCON shift value to HT1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1668.The vertical order pertains to the superseded datum. HT1668 HT1668.The geoid height was determined by GEOID99. HT1668 HT1668; North East Units Estimated Accuracy HT1668;SPC CA 3 - 599,570. 1,864,960. MT (+/- 180 meters Scaled) HT1668 HT1668 SUPERSEDED SURVEY CONTROL HT1668 HT1668 NGVD 29 - 16.77 (m) 55.0 (f) RESET 3 HT1668 HT1668.Superseded values are not recommended for survey control. HT1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1668.See file dsdata.txt to determine how the superseded data were derived. HT1668 HT1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG863382(NAD 83) HT1668_MARKER: DB = BENCH MARK DISK HT1668_SETTING: 36 = BUILDING HT1668_STAMPING: B 323=2742 CGS RESET 1971 HT1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HT1668+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2002 HT1668 HT1668 HISTORY - Date Condition Report By HT1668 HISTORY - 1971 MONUMENTED NGS HT1668 HISTORY - 19910507 GOOD USPSQD HT1668 HISTORY - 20020120 GOOD INDIV HT1668 HT1668 STATION DESCRIPTION HT1668 HT1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HT1668'AT SUNNYVALE. HT1668'AT SUNNYVALE, AT THE SOUTHEAST CORNER OF SUNNYVALE STREET AND HT1668'MAUDE AVENUE, AT THE JARVIS E. BISHOP ELEMENTARY SCHOOL, SET HT1668'VERTICALLY IN THE WEST WALL OF THE AUDITORIUM (A POURED-IN-PLACE HT1668'CONCRETE STRUCTURE), 99.0 FEET SOUTH OF THE CENTERLINE OF MAUDE HT1668'AVENUE, 92.7 FEET EAST OF THE CENTERLINE OF SUNNYVALE STREET, 0.3 HT1668'FOOT SOUTH OF THE NORTHWEST CORNER OF THE AUDITORIUM, AND 2.4 FEET HT1668'ABOVE THE GROUND. HT1668 HT1668 STATION RECOVERY (1991) HT1668 HT1668'RECOVERY NOTE BY US POWER SQUADRON 1991 (RJS) HT1668'RECOVERED IN GOOD CONDITION. HT1668 HT1668 STATION RECOVERY (2002) HT1668 HT1668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LS) HT1668'MARK HAS BEEN PAINTED OVER MAKING TEXT MOSTLY UNREADABLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3250 *********************************************************************** HS3250 DESIGNATION - C 877 RESET 1972 HS3250 PID - HS3250 HS3250 STATE/COUNTY- CA/SANTA CLARA HS3250 USGS QUAD - SAN JOSE EAST (1980) HS3250 HS3250 *CURRENT SURVEY CONTROL HS3250 ___________________________________________________________________ HS3250* NAD 83(1986)- 37 15 00. (N) 121 52 28. (W) SCALED HS3250* NAVD 88 - 58.77 (+/-2cm) 192.8 (feet) VERTCON HS3250 ___________________________________________________________________ HS3250 GEOID HEIGHT- -32.48 (meters) GEOID99 HS3250 HS3250 VERT ORDER - THIRD (See Below) HS3250 HS3250.The horizontal coordinates were scaled from a topographic map and have HS3250.an estimated accuracy of +/- 6 seconds. HS3250 HS3250.The NAVD 88 height was computed by applying the VERTCON shift value to HS3250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3250.The vertical order pertains to the superseded datum. HS3250 HS3250.The geoid height was determined by GEOID99. HS3250 HS3250; North East Units Estimated Accuracy HS3250;SPC CA 3 - 584,130. 1,878,070. MT (+/- 180 meters Scaled) HS3250 HS3250 SUPERSEDED SURVEY CONTROL HS3250 HS3250 NGVD 29 - 57.94 (m) 190.1 (f) RESET 3 HS3250 HS3250.Superseded values are not recommended for survey control. HS3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3250.See file dsdata.txt to determine how the superseded data were derived. HS3250 HS3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG998232(NAD 83) HS3250_MARKER: DB = BENCH MARK DISK HS3250_SETTING: 30 = CURB HS3250_STAMPING: C 877 RESET 1972 HS3250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3250 HS3250 HISTORY - Date Condition Report By HS3250 HISTORY - 1972 MONUMENTED NGS HS3250 HS3250 STATION DESCRIPTION HS3250 HS3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS3250'6.3 MI S FROM SAN JOSE. HS3250'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS3250'FROM THE STATION AT SAN JOSE, THENCE 4.1 MILES SOUTH ALONG ALMADEN HS3250'ROAD, 0.1 MILE SOUTH OF THE CROSSING OF BLOSSOM HILL ROAD, AT THE HS3250'JUNCTION OF MESA DRIVE LEADING WEST, SET IN THE TOP OF THE CONCRETE HS3250'CURB ABOVE THE NORTHWEST CORNER OF A 3X3-FOOTX4-FOOT DEEP CATCH HS3250'BASIN ON THE WEST SIDE OF THE WEST FRONTAGE ROAD OF ALMADEN ROAD, HS3250'50 FEET SOUTH OF THE PROJECTED CENTERLINE OF MESA DRIVE, 22.0 FEET HS3250'NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE OF AN APARTMENT HS3250'BUILDING, 14 FEET WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, HS3250'4.0 FEET NORTH-NORTHEAST OF WATER HYDRANT 3958 AND ABOUT THE SAME HS3250'ELEVATION AS THE FRONTAGE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2942 *********************************************************************** HS2942 DESIGNATION - COFFIN 2 HS2942 PID - HS2942 HS2942 STATE/COUNTY- CA/SANTA CLARA HS2942 USGS QUAD - MILPITAS (1980) HS2942 HS2942 *CURRENT SURVEY CONTROL HS2942 ___________________________________________________________________ HS2942* NAD 83(1992)- 37 23 19.96817(N) 121 58 39.33980(W) ADJUSTED HS2942* NAVD 88 - 8.61 (+/-2cm) 28.2 (feet) VERTCON HS2942 ___________________________________________________________________ HS2942 EPOCH DATE - 1991.35 HS2942 LAPLACE CORR- 0.20 (seconds) DEFLEC99 HS2942 GEOID HEIGHT- -32.61 (meters) GEOID99 HS2942 HS2942 HORZ ORDER - THIRD HS2942 VERT ORDER - THIRD (See Below) HS2942 HS2942.The horizontal coordinates were established by classical geodetic methods HS2942.and adjusted by the National Geodetic Survey in March 1994. HS2942.No horizontal observational check was made to the station. HS2942.The horizontal coordinates are valid at the epoch date displayed above. HS2942.The epoch date for horizontal control is a decimal equivalence HS2942.of Year/Month/Day. HS2942 HS2942.The NAVD 88 height was computed by applying the VERTCON shift value to HS2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2942.The vertical order pertains to the superseded datum. HS2942 HS2942.The Laplace correction was computed from DEFLEC99 derived deflections. HS2942 HS2942.The geoid height was determined by GEOID99. HS2942 HS2942; North East Units Scale Converg. HS2942;SPC CA 3 - 599,681.489 1,869,161.793 MT 0.99994904 -0 54 16.7 HS2942;SPC CA 3 - 1,967,455.02 6,132,408.32 sFT 0.99994904 -0 54 16.7 HS2942;UTM 10 - 4,138,503.882 590,505.529 MT 0.99970090 +0 37 15.1 HS2942 HS2942: Primary Azimuth Mark Grid Az HS2942:SPC CA 3 - SUNNYVALE WOOLDRIDGE MFG CO TK 256 51 16.8 HS2942:UTM 10 - SUNNYVALE WOOLDRIDGE MFG CO TK 255 19 45.0 HS2942 HS2942|---------------------------------------------------------------------| HS2942| PID Reference Object Distance Geod. Az | HS2942| dddmmss.s | HS2942| HS2946 COFFIN 2 RM 5 15.882 METERS 18847 | HS2942| AA4333 COFFIN 2 RM 6 33.424 METERS 19247 | HS2942| HS2941 COFFIN 44.818 METERS 21600 | HS2942| HT3235 SUNNYVALE SCHUKL CANNERY TANK APPROX. 4.4 KM 2504912.1 | HS2942| HT3227 SUNNYVALE WOOLDRIDGE MFG CO TK APPROX. 4.0 KM 2555700.1 | HS2942| AA4334 COFFIN 2 RM 7 8.288 METERS 29523 | HS2942|---------------------------------------------------------------------| HS2942 HS2942 SUPERSEDED SURVEY CONTROL HS2942 HS2942 NAD 83(1986)- 37 23 19.96773(N) 121 58 39.33356(W) AD(1984.00) 3 HS2942 NAD 27 - 37 23 20.18122(N) 121 58 35.48326(W) AD( ) 3 HS2942 NGVD 29 - 7.79 (m) 25.6 (f) RESET 3 HS2942 HS2942.Superseded values are not recommended for survey control. HS2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2942.See file dsdata.txt to determine how the superseded data were derived. HS2942 HS2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9050638504(NAD 83) HS2942_MARKER: DS = TRIANGULATION STATION DISK HS2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2942_STAMPING: COFFIN 2 1974 HS2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2942+STABILITY: SURFACE MOTION HS2942 HS2942 HISTORY - Date Condition Report By HS2942 HISTORY - 1974 MONUMENTED NGS HS2942 HISTORY - 1974 GOOD NGS HS2942 HISTORY - 1977 GOOD NGS HS2942 HISTORY - 1977 GOOD NGS HS2942 HISTORY - 1978 GOOD NGS HS2942 HISTORY - 1985 GOOD USPSQD HS2942 HISTORY - 1986 MARK NOT FOUND USPSQD HS2942 HS2942 STATION DESCRIPTION HS2942 HS2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN) HS2942'THE STATION IS LOCATED ON THE EAST SIDE OF COFFIN ROAD NEAR THE HS2942'SOUTHWEST CORNER OF THE CHURCHYARD OF OUR LADY OF PEACE CATHOLIC HS2942'CHURCH AND IS AIRLINE ABOUT 3 MILES NORTH-NORTHWEST OF SANTA HS2942'CLARA, 1 MILE WEST-SOUTHWEST OF AGNEW, AND 0.2 MILE HS2942'NORTH-NORTHEAST OF THE BAYSHORE FREEWAY. HS2942' HS2942'TO REACH THE STATION FROM THE POST OFFICE AT AGNEW GO NORTHWEST ON HS2942'LAFAYETTE STREET 1.8 MILES TO AN INTERSECTION. TURN LEFT ONTO HS2942'STATE HIGHWAY 237 AND GO SOUTHWEST 0.25 MILE TO A SIDE ROAD ON THE HS2942'LEFT. TURN LEFT ONTO COFFIN ROAD AND GO SOUTH 1.9 MILES TO A HS2942'CHURCH AND THE STATION SITE ON THE LEFT. HS2942' HS2942'THE SURFACE AND UNDERGROUND STATION MARKS ARE NGS HORIZONTAL HS2942'CONTROL DISKS STAMPED COFFIN 2 1974. THE UNDERGROUND MARK IS SET HS2942'IN THE TOP OF A BLOCK OF CONCRETE 3.1 FEET BELOW THE SURFACE OF HS2942'THE GROUND. THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH HS2942'CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 93.0 FEET HS2942'SOUTHWEST OF THE SOUTHWEST CORNER OF OUR LADY OF PEACE CHURCH, HS2942'49.0 FEET NORTHEAST OF THE NORTHEAST SIDE OF 72-INCH HS2942'EUCALYPTUS TREE, 69 FEET NORTH OF THE CENTER LINE OF AN HS2942'ENTRANCE TO A PARKING AREA, 43.0 FEET EAST OF THE CENTER LINE HS2942'OF COFFIN ROAD, AND ABOUT THE SAME ELEVATION AS THE ROAD. HS2942' HS2942'REFERENCE MARK 5 IS A NGS REFERENCE MARK DISK STAMPED COFFIN 2 HS2942'NO 5 1974 SET IN THE TOP OF AN 11-INCH CONCRETE CYLINDER FLUSH HS2942'WITH THE GROUND AND IS 36.3 FEET EAST OF THE CENTER LINE OF HS2942'COFFIN ROAD, 17 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY HS2942'LEADING EAST, 7.0 FEET EAST OF THE EAST SIDE OF THE 72-INCH HS2942'EUCALYPTUS TREE, AND ABOUT THE SAME ELEVATION AS THE ROAD. HS2942 HS2942 STATION RECOVERY (1974) HS2942 HS2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 HS2942'4 MI W FROM AGNEW. HS2942'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2942'FROM THE STATION AT AGNEW, THENCE 0.25 MILE SOUTHWEST ALONG STATE HS2942'HIGHWAY 237, THENCE 1.9 MILES SOUTH ALONG COFFIN ROAD, NEAR THE HS2942'SOUTHWEST CORNER OF A CHURCHYARD, 93.0 FEET SOUTHWEST OF THE HS2942'SOUTHWEST CORNER OF OUR LADY OF PEACE CATHOLIC CHURCH, 49.0 FEET HS2942'NORTHEAST OF THE NORTHEAST SIDE OF A 72-INCH EUCALYPTUS TREE, 69 HS2942'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST, 55 FEET HS2942'SOUTH OF THE CENTER LINE OF AN ENTRANCE TO A PARKING AREA, 43.0 HS2942'FEET EAST OF THE CENTER LINE OF COFFIN ROAD, ABOUT THE SAME HS2942'ELEVATION AS THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH HS2942'WITH THE GROUND. HS2942 HS2942 STATION RECOVERY (1977) HS2942 HS2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH) HS2942'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. RM 5 HS2942'WAS NOT SEARCHED FOR. THE SUNNYVALE SCHUKL CANNERY WATER TANK HS2942'1957 IS NO LONGER VISIBLE FROM THE GROUND. HS2942' HS2942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HS2942'3 MILES NNW OF SANTA CLARA. HS2942 HS2942 STATION RECOVERY (1977) HS2942 HS2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RBM) HS2942'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN HS2942'1974. THE REFERENCE MARK WAS NOT FOUND. HS2942' HS2942'COFFIN ROAD IS NOW GREAT AMERICAN PARKWAY. TO REACH FROM THE HS2942'INTERSECTION OF STATE HIGHWAY 237 AND GREAT AMERICAN PARKWAY, GO HS2942'SOUTH ALONG THE GREAT AMERICAN PARKWAY FOR 1.9 MILES, TURN RIGHT HS2942'ON MISSION BOULEVARD, GO 0.5 MILE WEST THEN SOUTH OF A TRAFFIC HS2942'CIRCLE TO THE CHURCH AND STATION ON THE LEFT. HS2942' HS2942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HS2942'1 MILE SSW OF AGNEW HS2942 HS2942 STATION RECOVERY (1978) HS2942 HS2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) HS2942'THE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT REFERENCE HS2942'MARK 5 WAS FOUND DESTROYED SO REFERENCE MARKS 6 AND 7 WERE SET ON HS2942'THIS DATE. THE 1974 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING HS2942'ADDITIONS-- HS2942' HS2942'THE STATION MARK IS 93.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER HS2942'OF OUR LADY OF PEACE CATHOLIC CHURCH, 49.0 FEET NORTHEAST OF THE HS2942'NORTHEAST SIDE OF A 72-INCH EUCALYPTUS TREE, 75.0 FEET SOUTHEAST HS2942'OF METAL LIGHT STANDARD 106, 24.9 FEET EAST OF THE EAST CURB OF HS2942'MISSION COLLEGE BOULEVARD (FORMER COFFIN ROAD), 8.2 FEET HS2942'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, AND 0.2 HS2942'FOOT BELOW THE SURFACE OF THE GROUND. HS2942' HS2942'REFERENCE MARK 6 IS AN NGS REFERENCE MARK DISK STAMPED COFFIN 2 HS2942'1974 NO 6 1978 CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE HS2942'CURB ABOVE THE NORTHEAST CORNER OF AN 18X42-INCH DROP INLET ON HS2942'THE EAST SIDE OF MISSION COLLEGE BOULEVARD, 55.5 FEET SOUTH OF HS2942'THE SOUTH SIDE OF A 72-INCH EUCALYPTUS TREE, 3.8 FEET SOUTHWEST HS2942'OF METAL LIGHT STANDARD 108, 0.3 FOOT EAST OF THE WEST FACE OF HS2942'THE CURB, AND ABOUT 1/2 FOOT LOWER THAN THE STATION MARK. HS2942' HS2942'REFERENCE MARK 7 IS AN NGS REFERENCE MARK DISK STAMPED COFFIN 2 HS2942'1974 NO 7 1978 CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE HS2942'CURB ON THE EAST SIDE OF MISSION COLLEGE BOULEVARD, 61.2 FEET HS2942'SOUTH OF METAL LIGHT STANDARD 106, 57.6 FEET NORTH OF THE NORTH HS2942'SIDE OF A 72-INCH EUCALYPTUS TREE, 3.5 FEET WEST OF THE CENTER HS2942'OF A 38-INCH MANHOLE COVER MARKED CSC HIGH VOLTAGE, 0.3 FOOT HS2942'EAST OF THE WEST FACE OF THE CURB, AND ABOUT 1/2 FOOT LOWER THAN HS2942'THE STATION MARK. HS2942 HS2942 STATION RECOVERY (1985) HS2942 HS2942'RECOVERY NOTE BY US POWER SQUADRON 1985 (DSP) HS2942'RECOVERED IN GOOD CONDITION. HS2942 HS2942 STATION RECOVERY (1986) HS2942 HS2942'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS2942'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2946 *********************************************************************** HS2946 DESIGNATION - COFFIN 2 RM 5 HS2946 PID - HS2946 HS2946 STATE/COUNTY- CA/SANTA CLARA HS2946 USGS QUAD - MILPITAS (1980) HS2946 HS2946 *CURRENT SURVEY CONTROL HS2946 ___________________________________________________________________ HS2946* NAD 83(1986)- 37 23 17. (N) 121 58 39. (W) SCALED HS2946* NAVD 88 - 8.89 (+/-2cm) 29.2 (feet) VERTCON HS2946 ___________________________________________________________________ HS2946 GEOID HEIGHT- -32.61 (meters) GEOID99 HS2946 HS2946 VERT ORDER - THIRD (See Below) HS2946 HS2946.The horizontal coordinates were scaled from a topographic map and have HS2946.an estimated accuracy of +/- 6 seconds. HS2946 HS2946.The NAVD 88 height was computed by applying the VERTCON shift value to HS2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2946.The vertical order pertains to the superseded datum. HS2946 HS2946.The geoid height was determined by GEOID99. HS2946 HS2946; North East Units Estimated Accuracy HS2946;SPC CA 3 - 599,590. 1,869,170. MT (+/- 180 meters Scaled) HS2946 HS2946 SUPERSEDED SURVEY CONTROL HS2946 HS2946 NGVD 29 - 8.07 (m) 26.5 (f) RESET 3 HS2946 HS2946.Superseded values are not recommended for survey control. HS2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2946.See file dsdata.txt to determine how the superseded data were derived. HS2946 HS2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG905384(NAD 83) HS2946_MARKER: DR = REFERENCE MARK DISK HS2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2946_STAMPING: COFFIN 2 NO 5 1974 HS2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2946+STABILITY: SURFACE MOTION HS2946 HS2946 HISTORY - Date Condition Report By HS2946 HISTORY - 1974 MONUMENTED NGS HS2946 HS2946 STATION DESCRIPTION HS2946 HS2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 HS2946'4 MI W FROM AGNEW. HS2946'1.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2946'FROM THE STATION AT AGNEW, THENCE 0.25 MILE SOUTHWEST ALONG STATE HS2946'HIGHWAY 237, THENCE 1.9 MILES SOUTH ALONG COFFIN ROAD, NEAR THE HS2946'SOUTHWEST CORNER OF A CHURCHYARD, 52.1 FEET SOUTH OF TRIANGULATION HS2946'STATION COFFIN 2, 36.3 FEET EAST OF THE CENTER LINE OF COFFIN HS2946'ROAD, 17 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST, HS2946'7.0 FEET EAST OF THE EAST SIDE OF A 72-INCH EUCALYPTUS TREE, ABOUT HS2946'THE SAME ELEVATION AS THE ROAD, AND SET IN THE TOP OF A CONCRETE HS2946'POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4333 *********************************************************************** AA4333 DESIGNATION - COFFIN 2 RM 6 AA4333 PID - AA4333 AA4333 STATE/COUNTY- CA/SANTA CLARA AA4333 USGS QUAD - MILPITAS (1980) AA4333 AA4333 *CURRENT SURVEY CONTROL AA4333 ___________________________________________________________________ AA4333* NAD 83(1986)- 37 23 15. (N) 121 58 39. (W) SCALED AA4333* NAVD 88 - 8.49 (+/-2cm) 27.9 (feet) VERTCON AA4333 ___________________________________________________________________ AA4333 GEOID HEIGHT- -32.61 (meters) GEOID99 AA4333 AA4333 VERT ORDER - THIRD (See Below) AA4333 AA4333.The horizontal coordinates were scaled from a topographic map and have AA4333.an estimated accuracy of +/- 6 seconds. AA4333 AA4333.The NAVD 88 height was computed by applying the VERTCON shift value to AA4333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4333.The vertical order pertains to the superseded datum. AA4333 AA4333.The geoid height was determined by GEOID99. AA4333 AA4333; North East Units Estimated Accuracy AA4333;SPC CA 3 - 599,530. 1,869,170. MT (+/- 180 meters Scaled) AA4333 AA4333 SUPERSEDED SURVEY CONTROL AA4333 AA4333 NGVD 29 - 7.66 (m) 25.1 (f) RESET 3 AA4333 AA4333.Superseded values are not recommended for survey control. AA4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4333.See file dsdata.txt to determine how the superseded data were derived. AA4333 AA4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG905383(NAD 83) AA4333_MARKER: DR = REFERENCE MARK DISK AA4333_SETTING: 31 = CURB AA4333_STAMPING: COFFIN 2 1974 NO 6 1978 AA4333_MARK LOGO: NGS AA4333_MAGNETIC: N = NO MAGNETIC MATERIAL AA4333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA4333 AA4333 HISTORY - Date Condition Report By AA4333 HISTORY - 1978 MONUMENTED NGS AA4333 HISTORY - 1985 GOOD USPSQD AA4333 HISTORY - 1986 GOOD USPSQD AA4333 HISTORY - 19871212 GOOD NGS AA4333 AA4333 STATION DESCRIPTION AA4333 AA4333'DESCRIBED BY US POWER SQUADRON 1985 (DSP) AA4333'RECOVERED IN GOOD CONDITION. AA4333 AA4333 STATION RECOVERY (1986) AA4333 AA4333'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) AA4333'RECOVERED IN GOOD CONDITION. AA4333 AA4333 STATION RECOVERY (1987) AA4333 AA4333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN) AA4333'0.1 MILE (0.2 KM) NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD AA4333'FROM THE STATION IN AGNEW, THENCE 0.7 MILE (1.1 KM) SOUTHWEST ALONG AA4333'AGNEW ROAD, THENCE 1.0 MILE (1.6 KM) WEST AND SOUTH ON MISSION COLLEGE AA4333'BOULEVARD, AT OUR LADY OF PEACE CATHOLIC CHURCH, 202 FEET (61.6 M) AA4333'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 109.7 FEET (33.4 M) AA4333'SOUTH-SOUTHWEST OF HORIZONTAL CONTROL STATION COFFIN 2, IN THE TOP OF AA4333'THE CONCRETE CURB ABOVE THE NORTHEAST CORNER OF AN 18 BY 42 INCH DROP AA4333'INLET, ON THE EAST SIDE OF THE BOULEVARD, 55.5 FEET (16.9 M) SOUTH OF AA4333'THE SOUTH SIDE OF A 72 INCH EUCALYPTUS TREE, 3.8 FEET (1.2 M) AA4333'SOUTHWEST OF METAL LIGHT STANDARD 108, 0.3 FOOT (9.1 CM) EAST OF THE AA4333'WEST FACE OF THE CURB. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4334 *********************************************************************** AA4334 DESIGNATION - COFFIN 2 RM 7 AA4334 PID - AA4334 AA4334 STATE/COUNTY- CA/SANTA CLARA AA4334 USGS QUAD - MILPITAS (1980) AA4334 AA4334 *CURRENT SURVEY CONTROL AA4334 ___________________________________________________________________ AA4334* NAD 83(1986)- 37 23 19. (N) 121 58 38. (W) SCALED AA4334* NAVD 88 - 8.39 (+/-2cm) 27.5 (feet) VERTCON AA4334 ___________________________________________________________________ AA4334 GEOID HEIGHT- -32.61 (meters) GEOID99 AA4334 AA4334 VERT ORDER - THIRD (See Below) AA4334 AA4334.The horizontal coordinates were scaled from a topographic map and have AA4334.an estimated accuracy of +/- 6 seconds. AA4334 AA4334.The NAVD 88 height was computed by applying the VERTCON shift value to AA4334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4334.The vertical order pertains to the superseded datum. AA4334 AA4334.The geoid height was determined by GEOID99. AA4334 AA4334; North East Units Estimated Accuracy AA4334;SPC CA 3 - 599,650. 1,869,190. MT (+/- 180 meters Scaled) AA4334 AA4334 SUPERSEDED SURVEY CONTROL AA4334 AA4334 NGVD 29 - 7.57 (m) 24.8 (f) RESET 3 AA4334 AA4334.Superseded values are not recommended for survey control. AA4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4334.See file dsdata.txt to determine how the superseded data were derived. AA4334 AA4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG905384(NAD 83) AA4334_MARKER: DR = REFERENCE MARK DISK AA4334_SETTING: 31 = CURB AA4334_STAMPING: COFFIN 2 1974 NO 1978 AA4334_MARK LOGO: NGS AA4334_MAGNETIC: N = NO MAGNETIC MATERIAL AA4334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA4334 AA4334 HISTORY - Date Condition Report By AA4334 HISTORY - 1978 MONUMENTED NGS AA4334 HISTORY - 1985 GOOD USPSQD AA4334 HISTORY - 1986 GOOD USPSQD AA4334 HISTORY - 19871212 GOOD NGS AA4334 AA4334 STATION DESCRIPTION AA4334 AA4334'DESCRIBED BY US POWER SQUADRON 1985 (DSP) AA4334'RECOVERED IN GOOD CONDITION. AA4334 AA4334 STATION RECOVERY (1986) AA4334 AA4334'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) AA4334'RECOVERED IN GOOD CONDITION. AA4334 AA4334 STATION RECOVERY (1987) AA4334 AA4334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN) AA4334'0.1 MILE (0.2 KM) NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD AA4334'FROM THE STATION IN AGNEW, THENCE 0.7 MILE (1.1 KM) SOUTHWEST ALONG AA4334'AGNEW ROAD, THENCE 1.0 MILE (1.6 KM) WEST AND SOUTH ALONG MISSION AA4334'COLLEGE BOULEVARD, AT OUR LADY OF PEACH CATHOLIC CHURCH, IN THE TOP OF AA4334'THE CURB ON THE EAST SIDE OF THE BOULEVARD, 61.2 FEET (18.7 M) SOUTH AA4334'OF METAL LIGHT STANDARD 106, 57.6 FEET (17.6 M) NORTH OF THE NORTH AA4334'SIDE OF A 72 INCH EUCALYPTUS TREE, 27.2 FEET (8.3 M) WEST-NORTHWEST OF AA4334'HORIZONTAL CONTROL STATION COFFIN 2, 3.5 FEET (1.1 M) WEST OF THE AA4334'CENTER OF A 38 INCH MANHOLE COVER MARKED (CSC HIGH VOLTAGE) , AND 0.3 AA4334'FEET (9.1 CM) EAST OF THE WEST FACE OF THE CURB. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4460 *********************************************************************** AH4460 DESIGNATION - D 879 RESET AH4460 PID - AH4460 AH4460 STATE/COUNTY- CA/SANTA CLARA AH4460 USGS QUAD - MOUNTAIN VIEW (1997) AH4460 AH4460 *CURRENT SURVEY CONTROL AH4460 ___________________________________________________________________ AH4460* NAD 83(1986)- 37 22 39. (N) 122 04 28. (W) SCALED AH4460* NAVD 88 - 40.01 (+/-2cm) 131.3 (feet) VERTCON AH4460 ___________________________________________________________________ AH4460 GEOID HEIGHT- -32.60 (meters) GEOID99 AH4460 AH4460 VERT ORDER - THIRD (See Below) AH4460 AH4460.The horizontal coordinates were scaled from a topographic map and have AH4460.an estimated accuracy of +/- 6 seconds. AH4460 AH4460.The NAVD 88 height was computed by applying the VERTCON shift value to AH4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4460.The vertical order pertains to the superseded datum. AH4460 AH4460.The geoid height was determined by GEOID99. AH4460 AH4460; North East Units Estimated Accuracy AH4460;SPC CA 3 - 598,560. 1,860,570. MT (+/- 180 meters Scaled) AH4460 AH4460 SUPERSEDED SURVEY CONTROL AH4460 AH4460 NGVD 29 - 39.18 (m) 128.5 (f) RESET 3 AH4460 AH4460.Superseded values are not recommended for survey control. AH4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4460.See file dsdata.txt to determine how the superseded data were derived. AH4460 AH4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG819371(NAD 83) AH4460_MARKER: DV = VERTICAL CONTROL DISK AH4460_SETTING: 35 = ELECTROLIER BASE AH4460_STAMPING: D 879 RESET 1978 AH4460_MARK LOGO: NGS AH4460_PROJECTION: FLUSH AH4460_MAGNETIC: N = NO MAGNETIC MATERIAL AH4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4460+STABILITY: SURFACE MOTION AH4460 AH4460 HISTORY - Date Condition Report By AH4460 HISTORY - 1978 MONUMENTED NGS AH4460 AH4460 STATION DESCRIPTION AH4460 AH4460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AH4460'AT MOUNTAIN VIEW, 0.2 MILES (0.3 KM) SOUTHEAST ALONG EL CAMINO ROAD AH4460'(STATE HIGHWAY 82) FROM MOUNTAIN VIEW SCHOOL, THENCE 0.2 MILE (0.3 KM) AH4460'SOUTHWEST ALONG GRANT ROAD, AT THE SOUTHWEST ENTRANCE TO A SHELL AH4460'SERVICE STATION, SET IN THE CONCRETE FOUNDATION OF A ELECTROLIER, 39.8 AH4460'FEET (12.1 M) SOUTHWEST OF A FIRE HYDRANT, 18 FEET (5.5 M) SOUTHWEST AH4460'OF THE CENTER OF THE SERVICE STATION ENTRANCE, 0.8 FOOT (24.4 CM) AH4460'NORTHWEST OF THE NORTHWEST CURB OF GRANT ROAD, 0.5 FEET (15.2 CM) EAST AH4460'OF THE EAST SIDE OF THE ELECTROLIER AND ABOUT THE SAME ELEVATION AS AH4460'GRANT ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT3830 *********************************************************************** HT3830 DESIGNATION - E 879 RESET HT3830 PID - HT3830 HT3830 STATE/COUNTY- CA/SANTA CLARA HT3830 USGS QUAD - MOUNTAIN VIEW (1997) HT3830 HT3830 *CURRENT SURVEY CONTROL HT3830 ___________________________________________________________________ HT3830* NAD 83(1986)- 37 25 10. (N) 122 04 39. (W) SCALED HT3830* NAVD 88 - 3.93 (+/-2cm) 12.9 (feet) VERTCON HT3830 ___________________________________________________________________ HT3830 GEOID HEIGHT- -32.58 (meters) GEOID99 HT3830 HT3830 VERT ORDER - THIRD (See Below) HT3830 HT3830.The horizontal coordinates were scaled from a topographic map and have HT3830.an estimated accuracy of +/- 6 seconds. HT3830 HT3830.The NAVD 88 height was computed by applying the VERTCON shift value to HT3830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT3830.The vertical order pertains to the superseded datum. HT3830 HT3830.The geoid height was determined by GEOID99. HT3830 HT3830; North East Units Estimated Accuracy HT3830;SPC CA 3 - 603,220. 1,860,370. MT (+/- 180 meters Scaled) HT3830 HT3830 SUPERSEDED SURVEY CONTROL HT3830 HT3830 NGVD 29 - 3.11 (m) 10.2 (f) RESET 3 HT3830 HT3830.Superseded values are not recommended for survey control. HT3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3830.See file dsdata.txt to determine how the superseded data were derived. HT3830 HT3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG816418(NAD 83) HT3830_MARKER: DV = VERTICAL CONTROL DISK HT3830_SETTING: 31 = CURB HT3830_STAMPING: E 879 RESET 1980 HT3830_MARK LOGO: NGS HT3830_MAGNETIC: N = NO MAGNETIC MATERIAL HT3830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HT3830 HT3830 HISTORY - Date Condition Report By HT3830 HISTORY - 1980 MONUMENTED NGS HT3830 HT3830 STATION DESCRIPTION HT3830 HT3830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 HT3830'0.4 MILE (0.6 KM) NORTHWEST ALONG EL CAMINO REAL (US HIGHWAY 101) HT3830'FROM MOUNTAIN VIEW SCHOOL IN MOUNTAIN VIEW, THENCE 0.7 MILE (1.1 KM) HT3830'NORTHEAST ALONG CASTRO STREET, THENCE 1.6 MILES (2.6 KM) NORTH ALONG HT3830'STIERLIN ROAD, IN THE SOUTH CONCRETE CURB OF THE AVENUE LEADING EAST HT3830'INTO THE SHORELINE BUSINESS PARK, AT THE CROSSROAD JUNCTION OF HT3830'STIERLIN ROAD AND CHARLESTON ROAD, 103.0 FEET (31.4 M) EAST OF THE HT3830'CENTERLINE OF STIERLIN ROAD, 32.0 FEET (9.8 M) SOUTH OF CENTER MEDIAN HT3830'OF CHARLESTON ROAD (SHORELINE BUSINESS PARK ROAD ENTRANCE), 7.0 FEET HT3830'(2.1 M) EAST OF A STEEL STREET LIGHT POLE, 20.5 FEET (6.2 M) HT3830'NORTHEAST OF THE NORTHEAST END OF A LARGE CURVED CONCRETE BULKHEAD HT3830'WITH SIGN ATTACHED TO ITS NORTHWEST FACING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3079 *********************************************************************** HS3079 DESIGNATION - F 1122 RESET 1968 HS3079 PID - HS3079 HS3079 STATE/COUNTY- CA/SANTA CLARA HS3079 USGS QUAD - CALAVERAS RESERVOIR (1980) HS3079 HS3079 *CURRENT SURVEY CONTROL HS3079 ___________________________________________________________________ HS3079* NAD 83(1986)- 37 23 43. (N) 121 52 12. (W) SCALED HS3079* NAVD 88 - 35.05 (+/-2cm) 115.0 (feet) VERTCON HS3079 ___________________________________________________________________ HS3079 GEOID HEIGHT- -32.51 (meters) GEOID99 HS3079 HS3079 VERT ORDER - THIRD (See Below) HS3079 HS3079.The horizontal coordinates were scaled from a topographic map and have HS3079.an estimated accuracy of +/- 6 seconds. HS3079 HS3079.The NAVD 88 height was computed by applying the VERTCON shift value to HS3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3079.The vertical order pertains to the superseded datum. HS3079 HS3079.The geoid height was determined by GEOID99. HS3079 HS3079; North East Units Estimated Accuracy HS3079;SPC CA 3 - 600,250. 1,878,700. MT (+/- 180 meters Scaled) HS3079 HS3079 SUPERSEDED SURVEY CONTROL HS3079 HS3079 NGVD 29 - 34.20 (m) 112.2 (f) RESET 3 HS3079 HS3079.Superseded values are not recommended for survey control. HS3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3079.See file dsdata.txt to determine how the superseded data were derived. HS3079 HS3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG000393(NAD 83) HS3079_MARKER: DB = BENCH MARK DISK HS3079_SETTING: 30 = POLE BASE HS3079_STAMPING: F 1122 RESET 1968 HS3079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3079 HS3079 HISTORY - Date Condition Report By HS3079 HISTORY - 1968 MONUMENTED CGS HS3079 HS3079 STATION DESCRIPTION HS3079 HS3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS3079'0.7 MI NW FROM BERRYESSA. HS3079'0.7 MILE NORTHWEST ALONG CAPITOL AVENUE FROM THE BERRYESSA HS3079'UNION SCHOOL AT BERRYESSA, AT THE T-JUNCTION OF LUCENA HS3079'DRIVE LEADING NORTHEAST, SET IN THE TOP OF THE 2X3-FOOT HS3079'CONCRETE BASE SUPPORTING METAL LIGHT POLE 7N1, 41 FEET NORTHWEST HS3079'OF THE CENTERLINE OF LUCENA DRIVE, 1.5 FEET NORTHEAST OF THE HS3079'NORTHEAST CURB OF CAPITOL AVENUE, 0.8 FOOT SOUTHWEST OF THE HS3079'CENTER OF THE LIGHT POLE, AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT3826 *********************************************************************** HT3826 DESIGNATION - F 323 RESET HT3826 PID - HT3826 HT3826 STATE/COUNTY- CA/SANTA CLARA HT3826 USGS QUAD - CUPERTINO (1991) HT3826 HT3826 *CURRENT SURVEY CONTROL HT3826 ___________________________________________________________________ HT3826* NAD 83(1986)- 37 19 20. (N) 122 01 55. (W) SCALED HT3826* NAVD 88 - 73.39 (+/-2cm) 240.8 (feet) VERTCON HT3826 ___________________________________________________________________ HT3826 GEOID HEIGHT- -32.62 (meters) GEOID99 HT3826 HT3826 VERT ORDER - THIRD (See Below) HT3826 HT3826.The horizontal coordinates were scaled from a topographic map and have HT3826.an estimated accuracy of +/- 6 seconds. HT3826 HT3826.The NAVD 88 height was computed by applying the VERTCON shift value to HT3826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT3826.The vertical order pertains to the superseded datum. HT3826 HT3826.The geoid height was determined by GEOID99. HT3826 HT3826; North East Units Estimated Accuracy HT3826;SPC CA 3 - 592,360. 1,864,230. MT (+/- 180 meters Scaled) HT3826 HT3826 SUPERSEDED SURVEY CONTROL HT3826 HT3826 NGVD 29 - 72.55 (m) 238.0 (f) RESET 3 HT3826 HT3826.Superseded values are not recommended for survey control. HT3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3826.See file dsdata.txt to determine how the superseded data were derived. HT3826 HT3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG857310(NAD 83) HT3826_MARKER: DV = VERTICAL CONTROL DISK HT3826_SETTING: 31 = CURB HT3826_STAMPING: F 323 RESET 1977 HT3826_MARK LOGO: NGS HT3826_MAGNETIC: N = NO MAGNETIC MATERIAL HT3826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HT3826 HT3826 HISTORY - Date Condition Report By HT3826 HISTORY - 1982 MONUMENTED CADT HT3826 HISTORY - 19940909 MARK NOT FOUND USPSQD HT3826 HISTORY - 19960316 MARK NOT FOUND USPSQD HT3826 HT3826 STATION DESCRIPTION HT3826 HT3826'DESCRIBED BY CALTRANS 1982 HT3826'IN CUPERTINO, ABOUT 605 FEET (184.4 M) SOUTH OF THE INTERSECTION OF HT3826'STATE HIGHWAY 85 (SARATOGA-SUNNYVALE ROAD) AND STEVENS CREEK ROAD, HT3826'ABOUT 58 FEET (17.7 M) NORTH FROM THE CENTERLINE OF SCOFIELD DRIVE HT3826'ALONG EAST SIDE OF STATE HIGHWAY 85 (SARATOGA-SUNNYVALE ROAD), IN TOP HT3826'OF CURB ON NORTH RETURN OF NORTHEAST CORNER OF THE INTERSECTION OF HT3826'STATE HIGHWAY 85 (SARATOGA-SUNNYVALE ROAD) AND SCOFIELD DRIVE. HT3826 HT3826 STATION RECOVERY (1994) HT3826 HT3826'RECOVERY NOTE BY US POWER SQUADRON 1994 HT3826'MARK NOT FOUND. HT3826 HT3826 STATION RECOVERY (1996) HT3826 HT3826'RECOVERY NOTE BY US POWER SQUADRON 1996 HT3826'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4359 *********************************************************************** AA4359 DESIGNATION - G 1122 RESET AA4359 PID - AA4359 AA4359 STATE/COUNTY- CA/SANTA CLARA AA4359 USGS QUAD - SAN JOSE EAST (1980) AA4359 AA4359 *CURRENT SURVEY CONTROL AA4359 ___________________________________________________________________ AA4359* NAD 83(1986)- 37 20 24. (N) 121 50 35. (W) SCALED AA4359* NAVD 88 - 33.13 (+/-2cm) 108.7 (feet) VERTCON AA4359 ___________________________________________________________________ AA4359 GEOID HEIGHT- -32.51 (meters) GEOID99 AA4359 AA4359 VERT ORDER - THIRD (See Below) AA4359 AA4359.The horizontal coordinates were scaled from a topographic map and have AA4359.an estimated accuracy of +/- 6 seconds. AA4359 AA4359.The NAVD 88 height was computed by applying the VERTCON shift value to AA4359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4359.The vertical order pertains to the superseded datum. AA4359 AA4359.The geoid height was determined by GEOID99. AA4359 AA4359; North East Units Estimated Accuracy AA4359;SPC CA 3 - 594,080. 1,881,000. MT (+/- 180 meters Scaled) AA4359 AA4359 SUPERSEDED SURVEY CONTROL AA4359 AA4359 NGVD 29 - 32.28 (m) 105.9 (f) RESET 3 AA4359 AA4359.Superseded values are not recommended for survey control. AA4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4359.See file dsdata.txt to determine how the superseded data were derived. AA4359 AA4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG024332(NAD 83) AA4359_MARKER: DV = VERTICAL CONTROL DISK AA4359_SETTING: 35 = STREET SIGN FOUNDATION AA4359_STAMPING: G 1122 RESET 1978 AA4359_MARK LOGO: NGS AA4359_MAGNETIC: N = NO MAGNETIC MATERIAL AA4359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4359+STABILITY: SURFACE MOTION AA4359 AA4359 HISTORY - Date Condition Report By AA4359 HISTORY - 1978 MONUMENTED NGS AA4359 AA4359 STATION DESCRIPTION AA4359 AA4359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) AA4359'0.7 MILE (1.1 KM) WEST-SOUTHWEST ALONG CUNNINGHAM AVENUE FROM REIDS AA4359'HILLVIEW AIRPORT IN SAN JOSE, THENCE 1.0 MILE (1.6 KM) NORTHWEST ALONG AA4359'KING ROAD, AT THE NORTH CORNER OF THE INTERSECTION OF STORY ROAD, IN AA4359'THE 4 FOOT (1.2 M) SQUARE CONCRETE FOUNDATION OF A METAL STREET SIGN, AA4359'213.5 FEET (65.1 M) NORTHEAST OF THE PROJECTED NORTHEAST CURB OF KING AA4359'ROAD, 1.8 FEET (0.5 M) NORTHWEST OF THE NORTHWEST CURB OF STORY ROAD, AA4359'7.2 FEET (2.2 M) NORTHEAST OF FIRE HYDRANT 3333B, 1.0 FOOT (0.3 M) AA4359'EAST OF THE CENTER OF THE POLE SUPPORTING THE STREET SIGN, AND FLUSH AA4359'WITH THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9287 *********************************************************************** AC9287 DESIGNATION - G 812 RESET AC9287 PID - AC9287 AC9287 STATE/COUNTY- CA/SANTA CLARA AC9287 USGS QUAD - GILROY (1993) AC9287 AC9287 *CURRENT SURVEY CONTROL AC9287 ___________________________________________________________________ AC9287* NAD 83(1986)- 37 01 43. (N) 121 35 53. (W) SCALED AC9287* NAVD 88 - 67.73 (+/-2cm) 222.2 (feet) VERTCON AC9287 ___________________________________________________________________ AC9287 GEOID HEIGHT- -32.57 (meters) GEOID99 AC9287 AC9287 VERT ORDER - THIRD (See Below) AC9287 AC9287.The horizontal coordinates were scaled from a topographic map and have AC9287.an estimated accuracy of +/- 6 seconds. AC9287 AC9287.The NAVD 88 height was computed by applying the VERTCON shift value to AC9287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC9287.The vertical order pertains to the superseded datum. AC9287 AC9287.The geoid height was determined by GEOID99. AC9287 AC9287; North East Units Estimated Accuracy AC9287;SPC CA 3 - 559,240. 1,902,300. MT (+/- 180 meters Scaled) AC9287 AC9287 SUPERSEDED SURVEY CONTROL AC9287 AC9287 NGVD 29 - 66.89 (m) 219.5 (f) RESET 3 AC9287 AC9287.Superseded values are not recommended for survey control. AC9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9287.See file dsdata.txt to determine how the superseded data were derived. AC9287 AC9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF246989(NAD 83) AC9287_MARKER: DV = VERTICAL CONTROL DISK AC9287_SETTING: 30 = STORM DRAIN FOUNDATION AC9287_STAMPING: G 812 RESET 1993 AC9287_MARK LOGO: NGS AC9287_MAGNETIC: N = NO MAGNETIC MATERIAL AC9287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC9287 AC9287 HISTORY - Date Condition Report By AC9287 HISTORY - 1993 MONUMENTED LOCSUR AC9287 AC9287 STATION DESCRIPTION AC9287 AC9287'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (RDB) AC9287'2.5 MILES (4.0 KM) NORTHWEST ALONG SOUTHERN PACIFIC COMPANY RAILROAD AC9287'FROM GILROY STATION, THENCE 0.7 MILES (1.1 KM) WEST ALONG DAY ROAD, AC9287'THENCE 0.6 MILES (1.0 KM) SOUTH ALONG SANTA TERESA BLVD. TO AC9287'LONGMEADOW DRIVE IN SOUTHWEST QUADRANT OF INTERSECTION. RESET G 812 AC9287'BRONZ DISC ON NORTHERLY CORNER OF U SHAPED SLANT GRATE STORM WATER AC9287'INLET, STRUCTURE, 50.0 FEET (15.2 M) WESTERLY OF CENTERLINE OF SANTA AC9287'TERESA BLVD. 100.00 FEET (30.48 M) SOUTHERLY OF CENTERLINE OF AC9287'LONGMEADOW DRIVE APPROXIMATELY 2.5 FEET (0.8 M) ABOVE ADJACENT GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3084 *********************************************************************** HS3084 DESIGNATION - H 1122 RESET 1968 HS3084 PID - HS3084 HS3084 STATE/COUNTY- CA/SANTA CLARA HS3084 USGS QUAD - MILPITAS (1980) HS3084 HS3084 *CURRENT SURVEY CONTROL HS3084 ___________________________________________________________________ HS3084* NAD 83(1986)- 37 24 11. (N) 121 52 53. (W) SCALED HS3084* NAVD 88 - 22.33 (+/-2cm) 73.3 (feet) VERTCON HS3084 ___________________________________________________________________ HS3084 GEOID HEIGHT- -32.52 (meters) GEOID99 HS3084 HS3084 VERT ORDER - THIRD (See Below) HS3084 HS3084.The horizontal coordinates were scaled from a topographic map and have HS3084.an estimated accuracy of +/- 6 seconds. HS3084 HS3084.The NAVD 88 height was computed by applying the VERTCON shift value to HS3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3084.The vertical order pertains to the superseded datum. HS3084 HS3084.The geoid height was determined by GEOID99. HS3084 HS3084; North East Units Estimated Accuracy HS3084;SPC CA 3 - 601,120. 1,877,700. MT (+/- 180 meters Scaled) HS3084 HS3084 SUPERSEDED SURVEY CONTROL HS3084 HS3084 NGVD 29 - 21.48 (m) 70.5 (f) RESET 3 HS3084 HS3084.Superseded values are not recommended for survey control. HS3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3084.See file dsdata.txt to determine how the superseded data were derived. HS3084 HS3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG990401(NAD 83) HS3084_MARKER: DB = BENCH MARK DISK HS3084_SETTING: 30 = CYLINDRICAL POLE BASE HS3084_STAMPING: H 1122 RESET 1968 HS3084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3084 HS3084 HISTORY - Date Condition Report By HS3084 HISTORY - 1968 MONUMENTED CGS HS3084 HS3084 STATION DESCRIPTION HS3084 HS3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS3084'1.6 MI NW FROM BERRYESSA. HS3084'1.6 MILES NORTHWEST ALONG CAPITOL AVENUE FROM THE BERRYESSA HS3084'UNION SCHOOL AT BERRYESSA, AT THE T-JUNCTION OF CROPLEY ROAD HS3084'LEADING NORTHEAST, AT A CHEVRON SERVICE STATION, SET IN THE TOP HS3084'OF THE 36-INCH CYLINDRICAL CONCRETE BASE FOR A METAL POLE HS3084'SUPPORTING A CHEVRON SIGN, IN A PLANTER STRIP ON THE SOUTH SIDE HS3084'OF THE STATION, 61.3 FEET NORTHWEST OF THE EXTENSION OF THE HS3084'NORTHWEST CURB LINE OF CROPLEY ROAD, 13.8 FEET NORTHEAST OF THE HS3084'NORTHEAST CURB OF CAPITOL AVENUE, 0.6 FOOT SOUTHWEST OF THE HS3084'SOUTHWEST SIDE OF THE METAL POLE, AND 0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5450 *********************************************************************** HS5450 DESIGNATION - J 880 RESET HS5450 PID - HS5450 HS5450 STATE/COUNTY- CA/SANTA CLARA HS5450 USGS QUAD - SAN JOSE WEST (1980) HS5450 HS5450 *CURRENT SURVEY CONTROL HS5450 ___________________________________________________________________ HS5450* NAD 83(1986)- 37 19 53. (N) 121 53 51. (W) SCALED HS5450* NAVD 88 - 27.94 (+/-2cm) 91.7 (feet) VERTCON HS5450 ___________________________________________________________________ HS5450 GEOID HEIGHT- -32.58 (meters) GEOID99 HS5450 HS5450 VERT ORDER - THIRD (See Below) HS5450 HS5450.The horizontal coordinates were scaled from a topographic map and have HS5450.an estimated accuracy of +/- 6 seconds. HS5450 HS5450.The NAVD 88 height was computed by applying the VERTCON shift value to HS5450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5450.The vertical order pertains to the superseded datum. HS5450 HS5450.The geoid height was determined by GEOID99. HS5450 HS5450; North East Units Estimated Accuracy HS5450;SPC CA 3 - 593,190. 1,876,160. MT (+/- 180 meters Scaled) HS5450 HS5450 SUPERSEDED SURVEY CONTROL HS5450 HS5450 NGVD 29 - 27.11 (m) 88.9 (f) RESET 3 HS5450 HS5450.Superseded values are not recommended for survey control. HS5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5450.See file dsdata.txt to determine how the superseded data were derived. HS5450 HS5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG976322(NAD 83) HS5450_MARKER: DV = VERTICAL CONTROL DISK HS5450_SETTING: 31 = WELL PORCH HS5450_STAMPING: J 880 RESET 1984 HS5450_MARK LOGO: NGS HS5450_MAGNETIC: N = NO MAGNETIC MATERIAL HS5450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS5450 HS5450 HISTORY - Date Condition Report By HS5450 HISTORY - 1984 MONUMENTED NGS HS5450 HS5450 STATION DESCRIPTION HS5450 HS5450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 HS5450'AT SAN JOSE AT THE T-JUNCTION OF WEST SANTA CLARA AND DELMAS STREETS, HS5450'AT THE MAIN OFFICE OF THE SAN JOSE WATER WORKS, AT THE SOUTH EDGE OF HS5450'A ELEVATED CONCRETE WELL PORCH, 6.7 METERS (22.0 FT) WEST-SOUTHWEST HS5450'OF THE SOUTHWEST CORNER OF THE MAIN PUMP BUILDING, 0.73 METERS (2.40 HS5450'FT) EAST OF THE EAST EDGE OF THE CONCRETE WELL HOUSING, 1 METER (3.3 HS5450'FT) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT3823 *********************************************************************** HT3823 DESIGNATION - K 388 RESET HT3823 PID - HT3823 HT3823 STATE/COUNTY- CA/SANTA CLARA HT3823 USGS QUAD - CASTLE ROCK RIDGE (1997) HT3823 HT3823 *CURRENT SURVEY CONTROL HT3823 ___________________________________________________________________ HT3823* NAD 83(1986)- 37 14 57. (N) 122 04 53. (W) SCALED HT3823* NAVD 88 - 363.45 (+/-2cm) 1192.4 (feet) VERTCON HT3823 ___________________________________________________________________ HT3823 GEOID HEIGHT- -32.34 (meters) GEOID99 HT3823 HT3823 VERT ORDER - THIRD (See Below) HT3823 HT3823.The horizontal coordinates were scaled from a topographic map and have HT3823.an estimated accuracy of +/- 6 seconds. HT3823 HT3823.The NAVD 88 height was computed by applying the VERTCON shift value to HT3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT3823.The vertical order pertains to the superseded datum. HT3823 HT3823.The geoid height was determined by GEOID99. HT3823 HT3823; North East Units Estimated Accuracy HT3823;SPC CA 3 - 584,330. 1,859,710. MT (+/- 180 meters Scaled) HT3823 HT3823 SUPERSEDED SURVEY CONTROL HT3823 HT3823 NGVD 29 - 362.58 (m) 1189.6 (f) RESET 3 HT3823 HT3823.Superseded values are not recommended for survey control. HT3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3823.See file dsdata.txt to determine how the superseded data were derived. HT3823 HT3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG814229(NAD 83) HT3823_MARKER: DV = VERTICAL CONTROL DISK HT3823_SETTING: 31 = DRAINAGE CURB HT3823_STAMPING: K 388 RESET 1981 HT3823_MARK LOGO: NGS HT3823_MAGNETIC: N = NO MAGNETIC MATERIAL HT3823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HT3823 HT3823 HISTORY - Date Condition Report By HT3823 HISTORY - 1982 MONUMENTED CADT HT3823 HT3823 STATION DESCRIPTION HT3823 HT3823'DESCRIBED BY CALTRANS 1982 HT3823'FROM THE JUNCTION OF STATE HIGHWAY 85 (SARATOGA-SUNNYVALE ROAD) AND HT3823'STATE HIGHWAY 9 (SARATOGA-LOS GATOS ROAD) IN SARATOGA, 3.3 MILES (5.3 HT3823'KM) WEST ALONG HIGHWAY 9 (BIG BASIN WAY), APPROXIMATELY 260 FEET HT3823'(79.2 M) WEST OF THE Y JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST, HT3823'6 FEET (1.8 M) EAST OF MILE POST 4.03 ON SOUTH SIDE OF ROAD IN CURB HT3823'OF DRAINAGE INLET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3231 *********************************************************************** HS3231 DESIGNATION - M 1122 RESET 1968 HS3231 PID - HS3231 HS3231 STATE/COUNTY- CA/SANTA CLARA HS3231 USGS QUAD - SAN JOSE WEST (1980) HS3231 HS3231 *CURRENT SURVEY CONTROL HS3231 ___________________________________________________________________ HS3231* NAD 83(1986)- 37 18 57. (N) 121 53 12. (W) SCALED HS3231* NAVD 88 - 36.00 (+/-2cm) 118.1 (feet) VERTCON HS3231 ___________________________________________________________________ HS3231 GEOID HEIGHT- -32.56 (meters) GEOID99 HS3231 HS3231 VERT ORDER - THIRD (See Below) HS3231 HS3231.The horizontal coordinates were scaled from a topographic map and have HS3231.an estimated accuracy of +/- 6 seconds. HS3231 HS3231.The NAVD 88 height was computed by applying the VERTCON shift value to HS3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3231.The vertical order pertains to the superseded datum. HS3231 HS3231.The geoid height was determined by GEOID99. HS3231 HS3231; North East Units Estimated Accuracy HS3231;SPC CA 3 - 591,450. 1,877,090. MT (+/- 180 meters Scaled) HS3231 HS3231 SUPERSEDED SURVEY CONTROL HS3231 HS3231 NGVD 29 - 35.16 (m) 115.4 (f) RESET 3 HS3231 HS3231.Superseded values are not recommended for survey control. HS3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3231.See file dsdata.txt to determine how the superseded data were derived. HS3231 HS3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG986304(NAD 83) HS3231_MARKER: DB = BENCH MARK DISK HS3231_SETTING: 30 = SIDEWALK HS3231_STAMPING: M 1122 RESET 1968 HS3231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3231 HS3231 HISTORY - Date Condition Report By HS3231 HISTORY - 1968 MONUMENTED CGS HS3231 HS3231 STATION DESCRIPTION HS3231 HS3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS3231'AT SAN JOSE. HS3231'AT SAN JOSE, 1.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC HS3231'COMPANY RAILROAD FROM THE STATION AT SAN JOSE, IN THE TOP OF THE HS3231'NORTHWEST END OF THE NORTHEAST CONCRETE SIDEWALK OVER THE HS3231'NORTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER THE HS3231'WEST-BOUND LANE OF WILLOW STREET, 29 FEET NORTHWEST OF THE HS3231'CENTERLINE OF THE WEST-BOUND LANE OF THE STREET, 3.2 FEET HS3231'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 0.9 FOOT EAST OF HS3231'THE WEST CORNER OF THE SIDEWALK, AND ABOUT 1/2 FOOT LOWER THAN HS3231'THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9739 *********************************************************************** AA9739 DESIGNATION - M 1456 RESET AA9739 PID - AA9739 AA9739 STATE/COUNTY- CA/SANTA CLARA AA9739 USGS QUAD - SAN JOSE WEST (1980) AA9739 AA9739 *CURRENT SURVEY CONTROL AA9739 ___________________________________________________________________ AA9739* NAD 83(1986)- 37 16 25. (N) 121 57 07. (W) SCALED AA9739* NAVD 88 - 68.61 (meters) 225.1 (feet) RESET AA9739 ___________________________________________________________________ AA9739 GEOID HEIGHT- -32.59 (meters) GEOID99 AA9739 AA9739 VERT ORDER - THIRD AA9739 AA9739.The horizontal coordinates were scaled from a topographic map and have AA9739.an estimated accuracy of +/- 6 seconds. AA9739 AA9739.The orthometric height was computed from unverified reset data. AA9739 AA9739.The geoid height was determined by GEOID99. AA9739 AA9739; North East Units Estimated Accuracy AA9739;SPC CA 3 - 586,860. 1,871,230. MT (+/- 180 meters Scaled) AA9739 AA9739 SUPERSEDED SURVEY CONTROL AA9739 AA9739.No superseded survey control is available for this station. AA9739 AA9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG929257(NAD 83) AA9739_MARKER: DV = VERTICAL CONTROL DISK AA9739_SETTING: 34 = BARRIER WALL AA9739_STAMPING: M 1456 RESET 1995 AA9739_MARK LOGO: NGS AA9739_MAGNETIC: N = NO MAGNETIC MATERIAL AA9739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9739+STABILITY: SURFACE MOTION AA9739 AA9739 HISTORY - Date Condition Report By AA9739 HISTORY - 1995 MONUMENTED CA-085 AA9739 AA9739 STATION DESCRIPTION AA9739 AA9739'DESCRIBED BY SANTA CLARA COUNTY CALIFORNIA 1995 (RT) AA9739'IN CAMPBELL, 1.0 FOOT (0.3 M) SOUTH OF THE NORTH END OF SAID WALL, ON AA9739'THE EAST SIDE OF A 22.0 FOOT (6.7 M) WIDE CONNECTOR RAMP FROM NORTH AA9739'BOUND SAN TOMAS EXPRESSWAY TO NORTH BOUND WINCHESTER BOULEVARD, 25.5 AA9739'FEET (7.8 M) WEST OF THE WEST RAIL OF SOUTHERN PACIFIC RAILROAD, 2.5 AA9739'FEET (0.8 M) ABOVE THE BOULEVARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3116 *********************************************************************** HS3116 DESIGNATION - N 176 RESET 1968 HS3116 PID - HS3116 HS3116 STATE/COUNTY- CA/SANTA CLARA HS3116 USGS QUAD - SAN JOSE WEST (1980) HS3116 HS3116 *CURRENT SURVEY CONTROL HS3116 ___________________________________________________________________ HS3116* NAD 83(1986)- 37 19 35. (N) 121 54 10. (W) SCALED HS3116* NAVD 88 - 31.56 (+/-2cm) 103.5 (feet) VERTCON HS3116 ___________________________________________________________________ HS3116 GEOID HEIGHT- -32.58 (meters) GEOID99 HS3116 HS3116 VERT ORDER - THIRD (See Below) HS3116 HS3116.The horizontal coordinates were scaled from a topographic map and have HS3116.an estimated accuracy of +/- 6 seconds. HS3116 HS3116.The NAVD 88 height was computed by applying the VERTCON shift value to HS3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3116.The vertical order pertains to the superseded datum. HS3116 HS3116.The geoid height was determined by GEOID99. HS3116 HS3116; North East Units Estimated Accuracy HS3116;SPC CA 3 - 592,650. 1,875,680. MT (+/- 180 meters Scaled) HS3116 HS3116 SUPERSEDED SURVEY CONTROL HS3116 HS3116 NGVD 29 - 30.73 (m) 100.8 (f) RESET 3 HS3116 HS3116.Superseded values are not recommended for survey control. HS3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3116.See file dsdata.txt to determine how the superseded data were derived. HS3116 HS3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG972316(NAD 83) HS3116_MARKER: DB = BENCH MARK DISK HS3116_SETTING: 36 = TOWER BASE HS3116_STAMPING: N 176 RESET 1968 HS3116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3116 HS3116 HISTORY - Date Condition Report By HS3116 HISTORY - 1968 MONUMENTED CGS HS3116 HS3116 STATION DESCRIPTION HS3116 HS3116'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS3116'AT SAN JOSE. HS3116'AT SAN JOSE, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 30 HS3116'RAILS SOUTH OF THE SOUTHWEST CORNER OF THE STATION, SET IN THE HS3116'TOP OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF A STEEL POWERLINE HS3116'TOWER, 196 FEET SOUTH OF THE CENTERLINE OF PARK AVENUE, 23.7 HS3116'FEET EAST OF THE EAST RAIL OF THE TRACK, 0.5 FOOT NORTHWEST OF HS3116'THE NORTHWEST LEG OF THE TOWER, 1.3 FEET ABOVE THE GROUND, AND HS3116'ABOUT 1/2 FOOT HIGHER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3203 *********************************************************************** HS3203 DESIGNATION - N 879 RESET HS3203 PID - HS3203 HS3203 STATE/COUNTY- CA/SANTA CLARA HS3203 USGS QUAD - SAN JOSE WEST (1980) HS3203 HS3203 *CURRENT SURVEY CONTROL HS3203 ___________________________________________________________________ HS3203* NAD 83(1986)- 37 18 59. (N) 121 54 46. (W) SCALED HS3203* NAVD 88 - 38.30 (+/-2cm) 125.7 (feet) VERTCON HS3203 ___________________________________________________________________ HS3203 GEOID HEIGHT- -32.59 (meters) GEOID99 HS3203 HS3203 VERT ORDER - THIRD (See Below) HS3203 HS3203.The horizontal coordinates were scaled from a topographic map and have HS3203.an estimated accuracy of +/- 6 seconds. HS3203 HS3203.The NAVD 88 height was computed by applying the VERTCON shift value to HS3203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3203.The vertical order pertains to the superseded datum. HS3203 HS3203.The geoid height was determined by GEOID99. HS3203 HS3203; North East Units Estimated Accuracy HS3203;SPC CA 3 - 591,550. 1,874,780. MT (+/- 180 meters Scaled) HS3203 HS3203 SUPERSEDED SURVEY CONTROL HS3203 HS3203 NGVD 29 - 37.47 (m) 122.9 (f) RESET 3 HS3203 HS3203.Superseded values are not recommended for survey control. HS3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3203.See file dsdata.txt to determine how the superseded data were derived. HS3203 HS3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG963305(NAD 83) HS3203_MARKER: DB = BENCH MARK DISK HS3203_SETTING: 36 = RETAINING WALL HS3203_STAMPING: N 879 RESET 1969 HS3203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3203 HS3203 HISTORY - Date Condition Report By HS3203 HISTORY - 1969 MONUMENTED CGS HS3203 HISTORY - 19900222 MARK NOT FOUND NGS HS3203 HS3203 STATION DESCRIPTION HS3203 HS3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HS3203'AT SAN JOSE. HS3203'AT SAN JOSE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF HS3203'MERIDIAN AVENUE AND MOORPARK AVENUE, AT THE DENVER MEAT COMPANY HS3203'PLANT, SET IN THE TOP OF A CONCRETE RETAINING WALL AT THE EAST HS3203'SIDE OF THE SMALL TRUCK LOADING RAMP AT THE NORTH SIDE OF THE HS3203'PLANT, 240 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE HS3203'OF THE AVENUES, 82 FEET SOUTH OF THE CENTERLINE OF MOORPARK HS3203'AVENUE, 0.6 FOOT NORTH OF THE NORTHWEST CORNER OF THE DISPATCH HS3203'OFFICE, 2.2 FEET ABOVE THE CONCRETE FLOOR OF THE LOADING RAMP, HS3203'AND ABOUT 1 FOOT HIGHER THAN MOORPARK AVENUE. HS3203 HS3203 STATION RECOVERY (1990) HS3203 HS3203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS3203'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2960 *********************************************************************** HS2960 DESIGNATION - N 884 RESET 1968 HS2960 PID - HS2960 HS2960 STATE/COUNTY- CA/SANTA CLARA HS2960 USGS QUAD - SAN JOSE EAST (1980) HS2960 HS2960 *CURRENT SURVEY CONTROL HS2960 ___________________________________________________________________ HS2960* NAD 83(1986)- 37 15 06. (N) 121 48 46. (W) SCALED HS2960* NAVD 88 - 55.29 (+/-2cm) 181.4 (feet) VERTCON HS2960 ___________________________________________________________________ HS2960 GEOID HEIGHT- -32.43 (meters) GEOID99 HS2960 HS2960 VERT ORDER - THIRD (See Below) HS2960 HS2960.The horizontal coordinates were scaled from a topographic map and have HS2960.an estimated accuracy of +/- 6 seconds. HS2960 HS2960.The NAVD 88 height was computed by applying the VERTCON shift value to HS2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2960.The vertical order pertains to the superseded datum. HS2960 HS2960.The geoid height was determined by GEOID99. HS2960 HS2960; North East Units Estimated Accuracy HS2960;SPC CA 3 - 584,240. 1,883,540. MT (+/- 180 meters Scaled) HS2960 HS2960 SUPERSEDED SURVEY CONTROL HS2960 HS2960 NGVD 29 - 54.45 (m) 178.6 (f) RESET 3 HS2960 HS2960.Superseded values are not recommended for survey control. HS2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2960.See file dsdata.txt to determine how the superseded data were derived. HS2960 HS2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG052234(NAD 83) HS2960_MARKER: DB = BENCH MARK DISK HS2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2960_STAMPING: N 884 RESET 1968 HS2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2960+STABILITY: SURFACE MOTION HS2960 HS2960 HISTORY - Date Condition Report By HS2960 HISTORY - 1968 MONUMENTED CGS HS2960 HISTORY - 19910504 GOOD USPSQD HS2960 HS2960 STATION DESCRIPTION HS2960 HS2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HS2960'4.7 MI NW FROM COYOTE. HS2960'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2960'FROM THE STATION AT COYOTE, THENCE 0.3 MILE SOUTH ALONG COTTLE HS2960'ROAD, THENCE 0.5 MILE WEST ALONG BLOSSOM HILL ROAD (FORMER HS2960'DOWNER AVENUE), AT THE JUNCTION OF CALPINE DRIVE LEADING SOUTH, HS2960'24.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE-BLOCK HS2960'PILASTER AT THE SOUTHWEST CORNER OF THE GROUNDS OF THE TOWN AND HS2960'COUNTRY MOBILE VILLAGE, 9 FEET WEST OF THE EXTENDED CENTERLINE HS2960'OF CALPINE DRIVE, 4.5 FEET NORTH OF THE NORTH CURB OF BLOSSOM HS2960'HILL ROAD, 3.7 FEET NORTHWEST OF A METAL LIGHT POLE, 0.6 FOOT HS2960'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, IN A PLANTER STRIP HS2960'BETWEEN THE CURB AND SIDEWALK, LEVEL WITH THE SIDEWALK, ABOUT 1/2 HS2960'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST HS2960'FLUSH WITH THE GROUND. HS2960 HS2960 STATION RECOVERY (1991) HS2960 HS2960'RECOVERY NOTE BY US POWER SQUADRON 1991 (DJP) HS2960'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3169 *********************************************************************** HS3169 DESIGNATION - Q 1077 RESET HS3169 PID - HS3169 HS3169 STATE/COUNTY- CA/SANTA CLARA HS3169 USGS QUAD - LOS GATOS (1980) HS3169 HS3169 *CURRENT SURVEY CONTROL HS3169 ___________________________________________________________________ HS3169* NAD 83(1986)- 37 09 05. (N) 121 59 04. (W) SCALED HS3169* NAVD 88 - 500.77 (+/-2cm) 1642.9 (feet) VERTCON HS3169 ___________________________________________________________________ HS3169 GEOID HEIGHT- -32.40 (meters) GEOID99 HS3169 HS3169 VERT ORDER - THIRD (See Below) HS3169 HS3169.The horizontal coordinates were scaled from a topographic map and have HS3169.an estimated accuracy of +/- 6 seconds. HS3169 HS3169.The NAVD 88 height was computed by applying the VERTCON shift value to HS3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3169.The vertical order pertains to the superseded datum. HS3169 HS3169.The geoid height was determined by GEOID99. HS3169 HS3169; North East Units Estimated Accuracy HS3169;SPC CA 3 - 573,340. 1,868,140. MT (+/- 180 meters Scaled) HS3169 HS3169 SUPERSEDED SURVEY CONTROL HS3169 HS3169 NGVD 29 - 499.92 (m) 1640.2 (f) RESET 3 HS3169 HS3169.Superseded values are not recommended for survey control. HS3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3169.See file dsdata.txt to determine how the superseded data were derived. HS3169 HS3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG901121(NAD 83) HS3169_MARKER: DD = SURVEY DISK HS3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS3169_STAMPING: Q 1077 RESET 1971 HS3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS3169+STABILITY: SURFACE MOTION HS3169 HS3169 HISTORY - Date Condition Report By HS3169 HISTORY - 1971 MONUMENTED CADH HS3169 HISTORY - 19900209 MARK NOT FOUND NGS HS3169 HS3169 STATION DESCRIPTION HS3169 HS3169'DESCRIBED BY CA DIV OF HIGHWAYS 1971 HS3169'5 MI S FROM LOS GATOS. HS3169'5 MILES SOUTH ALONG SANTA CRUZ AVENUE AND STATE HIGHWAY 17 FROM HS3169'THE POST OFFICE AT LOS GATOS, ABOUT 0.5 MILE SOUTH OF THE HS3169'NEW SUMMIT BRIDGE OVER HIGHWAY 17, 48 FEET WEST OF THE CENTERLINE HS3169'OF THE SOUTHBOUND LANES OF EXISTING HIGHWAY 17, 3 FEET SOUTH HS3169'OF THE EASTERLY 12 IN X 12 IN GATE POST, ABOUT 5-INCHES ABOVE HS3169'THE EXISTING LEVEL OF THE HIGHWAY. IT IS SET IN THE TOP OF A HS3169'PRE-CAST CONCRETE POST WITH 6-INCH METAL CASING, 3-IN. ABOVE HS3169'GROUND LEVEL. HS3169 HS3169 STATION RECOVERY (1990) HS3169 HS3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS3169'A THOROUGH REARCH REVEALED NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5766 *********************************************************************** AH5766 DESIGNATION - Q 1122 RESET AH5766 PID - AH5766 AH5766 STATE/COUNTY- CA/SANTA CLARA AH5766 USGS QUAD - SAN JOSE WEST (1980) AH5766 AH5766 *CURRENT SURVEY CONTROL AH5766 ___________________________________________________________________ AH5766* NAD 83(1986)- 37 16 25. (N) 121 53 46. (W) SCALED AH5766* NAVD 88 - 49.39 (+/-2cm) 162.0 (feet) VERTCON AH5766 ___________________________________________________________________ AH5766 GEOID HEIGHT- -32.54 (meters) GEOID99 AH5766 AH5766 VERT ORDER - THIRD (See Below) AH5766 AH5766.The horizontal coordinates were scaled from a topographic map and have AH5766.an estimated accuracy of +/- 6 seconds. AH5766 AH5766.The NAVD 88 height was computed by applying the VERTCON shift value to AH5766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5766.The vertical order pertains to the superseded datum. AH5766 AH5766.The geoid height was determined by GEOID99. AH5766 AH5766; North East Units Estimated Accuracy AH5766;SPC CA 3 - 586,780. 1,876,190. MT (+/- 180 meters Scaled) AH5766 AH5766 SUPERSEDED SURVEY CONTROL AH5766 AH5766 NGVD 29 - 48.55 (m) 159.3 (f) RESET 3 AH5766 AH5766.Superseded values are not recommended for survey control. AH5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5766.See file dsdata.txt to determine how the superseded data were derived. AH5766 AH5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG978257(NAD 83) AH5766_MARKER: DV = VERTICAL CONTROL DISK AH5766_SETTING: 35 = LIGHT POLE BASE AH5766_STAMPING: Q 1122 RESET 1976 AH5766_MARK LOGO: NGS AH5766_PROJECTION: FLUSH AH5766_MAGNETIC: N = NO MAGNETIC MATERIAL AH5766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5766+STABILITY: SURFACE MOTION AH5766 AH5766 HISTORY - Date Condition Report By AH5766 HISTORY - 1976 MONUMENTED NGS AH5766 AH5766 STATION DESCRIPTION AH5766 AH5766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH5766'2.2 MILES (3.5 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY AH5766'RAILROAD FROM THE STATION AT SAN JOSE, THENCE 2.0 MILES (3.2 KM) SOUTH AH5766'ALONG ALMADEN ROAD, THENCE 1.05 MILES (1.69 KM) WEST ALONG FOXWORTHY AH5766'AVENUE, AT THE INTERSECTION OF JARVIS AVENUE LEADING SOUTH AND BOOKSIN AH5766'AVENUE LEADING NORTHWEST, IN THE TOP OF THE 2X3 FOOT CONCRETE BASE FOR AH5766'LIGHT POLE 16L134, 147 FEET (44.8 M) NORTHWEST OF THE CENTERLINE OF AH5766'FOXWORTHY AVENUE, 19.0 FEET (5.8 M) SOUTHWEST OF THE CENTERLINE OF AH5766'BOOKSIN AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE, 0.5 FEET AH5766'(15.2 CM) WEST OF THE EAST CORNER OF THE POLE BASE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2800 *********************************************************************** HS2800 DESIGNATION - R 877 RESET HS2800 PID - HS2800 HS2800 STATE/COUNTY- CA/SANTA CLARA HS2800 USGS QUAD - SAN JOSE EAST (1980) HS2800 HS2800 *CURRENT SURVEY CONTROL HS2800 ___________________________________________________________________ HS2800* NAD 83(1986)- 37 17 07. (N) 121 50 46. (W) SCALED HS2800* NAVD 88 - 52.75 (+/-2cm) 173.1 (feet) VERTCON HS2800 ___________________________________________________________________ HS2800 GEOID HEIGHT- -32.48 (meters) GEOID99 HS2800 HS2800 VERT ORDER - THIRD (See Below) HS2800 HS2800.The horizontal coordinates were scaled from a topographic map and have HS2800.an estimated accuracy of +/- 6 seconds. HS2800 HS2800.The NAVD 88 height was computed by applying the VERTCON shift value to HS2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2800.The vertical order pertains to the superseded datum. HS2800 HS2800.The geoid height was determined by GEOID99. HS2800 HS2800; North East Units Estimated Accuracy HS2800;SPC CA 3 - 588,010. 1,880,640. MT (+/- 180 meters Scaled) HS2800 HS2800 SUPERSEDED SURVEY CONTROL HS2800 HS2800 NGVD 29 - 51.91 (m) 170.3 (f) RESET 3 HS2800 HS2800.Superseded values are not recommended for survey control. HS2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2800.See file dsdata.txt to determine how the superseded data were derived. HS2800 HS2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG022271(NAD 83) HS2800_MARKER: DB = BENCH MARK DISK HS2800_SETTING: 66 = SET IN ROCK OUTCROP HS2800_STAMPING: R 877 RESET 1971 HS2800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS2800+STABILITY: POSITION/ELEVATION WELL HS2800 HS2800 HISTORY - Date Condition Report By HS2800 HISTORY - 1971 MONUMENTED NGS HS2800 HISTORY - 19881115 MARK NOT FOUND NGS HS2800 HS2800 STATION DESCRIPTION HS2800 HS2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HS2800'AT LICK SIDING. HS2800'AT LICK SIDING, ABOUT 300 YARDS SOUTHWEST OF THE FORMER HS2800'CROSSING OF HILLSDALE AVENUE AND THE SOUTHERN PACIFIC COMPANY HS2800'RAILROAD, ON THE LOWER AND EAST END OF A ROCKY RIDGE, ABOVE HS2800'A CUT BANK ON THE NORTHWEST SIDE OF HILLSDALE AVENUE, IN THE HS2800'TOP OF A 2X4-FOOT ROCK OUTCROP PROJECTING 0.4 FOOT ABOVE THE HS2800'GROUND, ABOUT 260 YARDS SOUTHWEST OF THE RAILROAD TRACK, 88 HS2800'YARDS SOUTHWEST OF A FORKED BLACK WALNUT TREE ON THE NORTHWEST HS2800'SIDE OF HILLSDALE AVENUE, 56 FEET NORTHWEST OF THE CENTERLINE HS2800'OF THE AVENUE, 33 FEET NORTHWEST OF THE TOP EDGE OF A CUT HS2800'BANK, 21.2 FEET NORTHWEST OF A FENCE LINE, AND ABOUT 18 FEET HS2800'HIGHER THAN THE AVENUE. HS2800 HS2800 STATION RECOVERY (1988) HS2800 HS2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2800'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2977 *********************************************************************** HS2977 DESIGNATION - RINCON 2 RM 3 HS2977 PID - HS2977 HS2977 STATE/COUNTY- CA/SANTA CLARA HS2977 USGS QUAD - MILPITAS (1980) HS2977 HS2977 *CURRENT SURVEY CONTROL HS2977 ___________________________________________________________________ HS2977* NAD 83(1986)- 37 25 31. (N) 121 54 58. (W) SCALED HS2977* NAVD 88 - 14.15 (+/-2cm) 46.4 (feet) VERTCON HS2977 ___________________________________________________________________ HS2977 GEOID HEIGHT- -32.55 (meters) GEOID99 HS2977 HS2977 VERT ORDER - THIRD (See Below) HS2977 HS2977.The horizontal coordinates were scaled from a topographic map and have HS2977.an estimated accuracy of +/- 6 seconds. HS2977 HS2977.The NAVD 88 height was computed by applying the VERTCON shift value to HS2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2977.The vertical order pertains to the superseded datum. HS2977 HS2977.The geoid height was determined by GEOID99. HS2977 HS2977; North East Units Estimated Accuracy HS2977;SPC CA 3 - 603,640. 1,874,670. MT (+/- 180 meters Scaled) HS2977 HS2977 SUPERSEDED SURVEY CONTROL HS2977 HS2977 NGVD 29 - 13.32 (m) 43.7 (f) RESET 3 HS2977 HS2977.Superseded values are not recommended for survey control. HS2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2977.See file dsdata.txt to determine how the superseded data were derived. HS2977 HS2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG959426(NAD 83) HS2977_MARKER: DR = REFERENCE MARK DISK HS2977_SETTING: 31 = SIDEWALK HS2977_STAMPING: RINCON 2 NO 3 1972 HS2977_MARK LOGO: CGS HS2977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS2977+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988 HS2977 HS2977 HISTORY - Date Condition Report By HS2977 HISTORY - 1972 MONUMENTED NGS HS2977 HISTORY - 1985 GOOD USPSQD HS2977 HISTORY - 1986 GOOD USPSQD HS2977 HISTORY - 1986 GOOD USPSQD HS2977 HISTORY - 19881031 GOOD NGS HS2977 HS2977 STATION DESCRIPTION HS2977 HS2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS2977'0.6 MI W FROM MILPITAS. HS2977'0.6 MILE WEST ALONG SERRA WAY AND STATE HIGHWAY 237 FROM THE HS2977'JUNCTION OF MAIN STREET AT MILPITAS, IN TOP OF THE SOUTH CONCRETE HS2977'SIDEWALK AT THE SOUTHWEST CORNER OF AN OVERCROSSING OVER STATE HS2977'HIGHWAY 17, 25.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, HS2977'9.6 FEET WEST-SOUTHWEST OF TRIANGULATION STATION RINCON 2, 2.3 HS2977'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTHWEST WING HS2977'WALL AND 1.6 FEET EAST OF THE WEST EDGE OF THE SIDEWALK. HS2977 HS2977 STATION RECOVERY (1985) HS2977 HS2977'RECOVERY NOTE BY US POWER SQUADRON 1985 (DSP) HS2977'RECOVERED IN GOOD CONDITION. HS2977 HS2977 STATION RECOVERY (1986) HS2977 HS2977'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS2977'RECOVERED IN GOOD CONDITION. HS2977 HS2977 STATION RECOVERY (1986) HS2977 HS2977'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS2977'RECOVERED IN GOOD CONDITION. HS2977 HS2977 STATION RECOVERY (1988) HS2977 HS2977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2977'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3007 *********************************************************************** HS3007 DESIGNATION - S 329 RESET 1969 HS3007 PID - HS3007 HS3007 STATE/COUNTY- CA/SANTA CLARA HS3007 USGS QUAD - MILPITAS (1980) HS3007 HS3007 *CURRENT SURVEY CONTROL HS3007 ___________________________________________________________________ HS3007* NAD 83(1986)- 37 25 01. (N) 121 58 25. (W) SCALED HS3007* NAVD 88 - 4.12 (+/-2cm) 13.5 (feet) VERTCON HS3007 ___________________________________________________________________ HS3007 GEOID HEIGHT- -32.59 (meters) GEOID99 HS3007 HS3007 VERT ORDER - THIRD (See Below) HS3007 HS3007.The horizontal coordinates were scaled from a topographic map and have HS3007.an estimated accuracy of +/- 6 seconds. HS3007 HS3007.The NAVD 88 height was computed by applying the VERTCON shift value to HS3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3007.The vertical order pertains to the superseded datum. HS3007 HS3007.The geoid height was determined by GEOID99. HS3007 HS3007; North East Units Estimated Accuracy HS3007;SPC CA 3 - 602,790. 1,869,560. MT (+/- 180 meters Scaled) HS3007 HS3007 SUPERSEDED SURVEY CONTROL HS3007 HS3007 NGVD 29 - 3.29 (m) 10.8 (f) RESET 3 HS3007 HS3007.Superseded values are not recommended for survey control. HS3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3007.See file dsdata.txt to determine how the superseded data were derived. HS3007 HS3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG908416(NAD 83) HS3007_MARKER: DB = BENCH MARK DISK HS3007_SETTING: 36 = WHEEL GUARD HS3007_STAMPING: S 329 RESET 1969 HS3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3007 HS3007 HISTORY - Date Condition Report By HS3007 HISTORY - 1969 MONUMENTED CGS HS3007 HS3007 STATION DESCRIPTION HS3007 HS3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HS3007'0.9 MI S FROM ALVISO. HS3007'0.2 MILE WEST ALONG TAYLOR STREET FROM THE CITY HALL (OLD HS3007'ALVISO SCHOOL, AT ALVISO, THENCE 0.6 MILE SOUTH ALONG THE HS3007'SOUTHERN PACIFIC COMPANY RAILROAD, THENCE 0.1 MILE SOUTHWEST HS3007'ALONG STATE HIGHWAY 9, AT CONCRETE BRIDGE 37 160, SET IN THE HS3007'TOP OF THE NORTHWEST CONCRETE WHEEL GUARD, ABOVE THE NORTHEAST HS3007'CONCRETE ABUTMENT, 14.4 FEET NORTHWEST OF THE CENTERLINE OF THE HS3007'HIGHWAY, 12.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE WHEEL HS3007'GUARD, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2967 *********************************************************************** HS2967 DESIGNATION - S 873 RESET 1969 HS2967 PID - HS2967 HS2967 STATE/COUNTY- CA/SANTA CLARA HS2967 USGS QUAD - SAN JOSE EAST (1980) HS2967 HS2967 *CURRENT SURVEY CONTROL HS2967 ___________________________________________________________________ HS2967* NAD 83(1986)- 37 15 00. (N) 121 52 10. (W) SCALED HS2967* NAVD 88 - 58.97 (+/-2cm) 193.5 (feet) VERTCON HS2967 ___________________________________________________________________ HS2967 GEOID HEIGHT- -32.47 (meters) GEOID99 HS2967 HS2967 VERT ORDER - THIRD (See Below) HS2967 HS2967.The horizontal coordinates were scaled from a topographic map and have HS2967.an estimated accuracy of +/- 6 seconds. HS2967 HS2967.The NAVD 88 height was computed by applying the VERTCON shift value to HS2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2967.The vertical order pertains to the superseded datum. HS2967 HS2967.The geoid height was determined by GEOID99. HS2967 HS2967; North East Units Estimated Accuracy HS2967;SPC CA 3 - 584,130. 1,878,510. MT (+/- 180 meters Scaled) HS2967 HS2967 SUPERSEDED SURVEY CONTROL HS2967 HS2967 NGVD 29 - 58.13 (m) 190.7 (f) RESET 3 HS2967 HS2967.Superseded values are not recommended for survey control. HS2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2967.See file dsdata.txt to determine how the superseded data were derived. HS2967 HS2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG002232(NAD 83) HS2967_MARKER: DB = BENCH MARK DISK HS2967_SETTING: 36 = BRIDGE SIDEWALK HS2967_STAMPING: S 873 RESET 1969 HS2967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS2967 HS2967 HISTORY - Date Condition Report By HS2967 HISTORY - 1969 MONUMENTED CGS HS2967 HS2967 STATION DESCRIPTION HS2967 HS2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HS2967'7.8 MI NW FROM COYOTE. HS2967'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2967'FROM THE STATION AT COYOTE, THENCE 0.3 MILE SOUTH ALONG COTTLE HS2967'ROAD, THENCE 3.6 MILES WEST ALONG BLOSSOM HILL ROAD, 0.3 MILE HS2967'EAST OF ALMADEN SCHOOL, AT A LARGE CONCRETE BRIDGE OVER THE HS2967'GUADALUPE RIVER, IN THE TOP OF THE NORTH CONCRETE SIDEWALK, HS2967'ABOVE THE EAST ABUTMENT, 26.8 FEET WEST OF THE EAST END OF THE HS2967'BRIDGE, 33.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT HS2967'1/2 FOOT HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2994 *********************************************************************** HS2994 TIDAL BM - This is a Tidal Bench Mark. HS2994 DESIGNATION - TIDAL 3 RESET 1970 HS2994 PID - HS2994 HS2994 STATE/COUNTY- CA/SANTA CLARA HS2994 USGS QUAD - MILPITAS (1980) HS2994 HS2994 *CURRENT SURVEY CONTROL HS2994 ___________________________________________________________________ HS2994* NAD 83(1986)- 37 25 29. (N) 121 58 37. (W) SCALED HS2994* NAVD 88 - 1.19 (+/-2cm) 3.9 (feet) VERTCON HS2994 ___________________________________________________________________ HS2994 GEOID HEIGHT- -32.58 (meters) GEOID99 HS2994 HS2994 VERT ORDER - THIRD (See Below) HS2994 HS2994.The horizontal coordinates were scaled from a topographic map and have HS2994.an estimated accuracy of +/- 6 seconds. HS2994 HS2994.The NAVD 88 height was computed by applying the VERTCON shift value to HS2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2994.The vertical order pertains to the superseded datum. HS2994 HS2994.This Tidal Bench Mark is designated as VM 8344 HS2994.by the Center for Operational Oceanographic Products and Services. HS2994 HS2994.The geoid height was determined by GEOID99. HS2994 HS2994; North East Units Estimated Accuracy HS2994;SPC CA 3 - 603,660. 1,869,280. MT (+/- 180 meters Scaled) HS2994 HS2994 SUPERSEDED SURVEY CONTROL HS2994 HS2994 NGVD 29 - 0.36 (m) 1.2 (f) RESET 3 HS2994 HS2994.Superseded values are not recommended for survey control. HS2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2994.See file dsdata.txt to determine how the superseded data were derived. HS2994 HS2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG905424(NAD 83) HS2994_MARKER: DJ = TIDAL STATION DISK HS2994_SETTING: 30 = FLAGPOLE BASE HS2994_STAMPING: TIDAL 3 RESET 1970 HS2994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2994 HS2994 HISTORY - Date Condition Report By HS2994 HISTORY - 1970 MONUMENTED NGS HS2994 HS2994 STATION DESCRIPTION HS2994 HS2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS2994'AT ALVISO. HS2994'AT ALVISO, 0.1 MILE SOUTHWEST OF THE POST OFFICE, AT FIRE STATION HS2994'NO. 25, 4758 GOLD STREET, SET IN THE TOP OF THE 3-FOOT-SQUARE HS2994'CONCRETE BASE FOR THE FLAGPOLE, 49.2 FEET EAST OF THE CENTERLINE HS2994'OF GOLD STREET, 10.4 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HS2994'STATION HOUSE, 8.8 FEET NORTH OF THE NORTH EDGE OF A DRIVEWAY, HS2994'1.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, HS2994'AND ABOUT 1-1/2 FEET HIGHER THAN THE STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT1271 *********************************************************************** HT1271 DESIGNATION - TIDAL 4 RESET 1970 HT1271 PID - HT1271 HT1271 STATE/COUNTY- CA/SANTA CLARA HT1271 USGS QUAD - MOUNTAIN VIEW (1997) HT1271 HT1271 *CURRENT SURVEY CONTROL HT1271 ___________________________________________________________________ HT1271* NAD 83(1986)- 37 27 10. (N) 122 06 40. (W) SCALED HT1271* NAVD 88 - 2.27 (+/-2cm) 7.4 (feet) VERTCON HT1271 ___________________________________________________________________ HT1271 GEOID HEIGHT- -32.55 (meters) GEOID99 HT1271 HT1271 VERT ORDER - THIRD (See Below) HT1271 HT1271.The horizontal coordinates were scaled from a topographic map and have HT1271.an estimated accuracy of +/- 6 seconds. HT1271 HT1271.The NAVD 88 height was computed by applying the VERTCON shift value to HT1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1271.The vertical order pertains to the superseded datum. HT1271 HT1271.The geoid height was determined by GEOID99. HT1271 HT1271; North East Units Estimated Accuracy HT1271;SPC CA 3 - 606,970. 1,857,460. MT (+/- 180 meters Scaled) HT1271 HT1271 SUPERSEDED SURVEY CONTROL HT1271 HT1271 NGVD 29 - 1.45 (m) 4.8 (f) RESET 3 HT1271 HT1271.Superseded values are not recommended for survey control. HT1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1271.See file dsdata.txt to determine how the superseded data were derived. HT1271 HT1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG786454(NAD 83) HT1271_MARKER: DJ = TIDAL STATION DISK HT1271_SETTING: 36 = BUILDING HT1271_STAMPING: TIDAL 4 RESET 1970 HT1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1271 HT1271 HISTORY - Date Condition Report By HT1271 HISTORY - 1970 MONUMENTED NGS HT1271 HT1271 STATION DESCRIPTION HT1271 HT1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HT1271'0.1 MI NE FROM PALO ALTO. HT1271'0.1 MILE NORTHEAST ALONG EMBARCADERO ROAD FROM THE JUNCTION OF HT1271'THE ENTRANCE ROADS TO THE SAN MATEO COUNTY AIRPORT OF PALO HT1271'ALTO AND THE CITY OF PALO ALTO MUNICIPAL GOLF COURSE, AT THE HT1271'PALO ALTO SEWAGE TREATMENT PLANT, IN THE CONCRETE TOP OF THE HT1271'EMERGENCY PUMPING PLANT, 49.0 FEET NORTHWEST OF THE WEST HT1271'CORNER OF THE PLANT OFFICE BUILDING, 38.0 FEET NORTHEAST OF A HT1271'CHAIN-LINK FENCE, 0.6 FOOT SOUTH OF THE NORTH CORNER OF THE HT1271'EMERGENCY PUMPING PLANT, AND 1.5 FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3000 *********************************************************************** HS3000 DESIGNATION - TIDAL 5 RESET 1969 HS3000 PID - HS3000 HS3000 STATE/COUNTY- CA/SANTA CLARA HS3000 USGS QUAD - MILPITAS (1980) HS3000 HS3000 *CURRENT SURVEY CONTROL HS3000 ___________________________________________________________________ HS3000* NAD 83(1986)- 37 25 27. (N) 121 58 38. (W) SCALED HS3000* NAVD 88 - 2.57 (+/-2cm) 8.4 (feet) VERTCON HS3000 ___________________________________________________________________ HS3000 GEOID HEIGHT- -32.58 (meters) GEOID99 HS3000 HS3000 VERT ORDER - THIRD (See Below) HS3000 HS3000.The horizontal coordinates were scaled from a topographic map and have HS3000.an estimated accuracy of +/- 6 seconds. HS3000 HS3000.The NAVD 88 height was computed by applying the VERTCON shift value to HS3000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3000.The vertical order pertains to the superseded datum. HS3000 HS3000.The geoid height was determined by GEOID99. HS3000 HS3000; North East Units Estimated Accuracy HS3000;SPC CA 3 - 603,600. 1,869,260. MT (+/- 180 meters Scaled) HS3000 HS3000 SUPERSEDED SURVEY CONTROL HS3000 HS3000 NGVD 29 - 1.75 (m) 5.7 (f) RESET 3 HS3000 HS3000.Superseded values are not recommended for survey control. HS3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3000.See file dsdata.txt to determine how the superseded data were derived. HS3000 HS3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG904424(NAD 83) HS3000_MARKER: DB = BENCH MARK DISK HS3000_SETTING: 36 = TOWER FOUNDATION HS3000_STAMPING: TIDAL 5 RESET 1969 HS3000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3000 HS3000 HISTORY - Date Condition Report By HS3000 HISTORY - 1969 MONUMENTED CGS HS3000 HS3000 STATION DESCRIPTION HS3000 HS3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 HS3000'0.5 MI S FROM ALVISO. HS3000'0.05 MILE WEST ALONG TAYLOR STREET FROM THE OLD ALVISO SCHOOL AT HS3000'ALVISO, THENCE 0.3 MILE SOUTH ALONG GOLD STREET, THENCE 0.15 HS3000'MILE WEST ALONG A PRIVATE GRAVELED ROAD, ABOUT 150 YARDS SOUTH HS3000'OF THE BAY SHELL COMPANY PLANT, ABOUT 100 YARDS WEST OF THE HS3000'SOUTHERN PACIFIC COMPANY RAILROAD TRACK, AT STEEL POWERLINE HS3000'TOWER 7/47 (THE NORTHERN AND TALLEST ONE OF THREE TOWERS IN A HS3000'GROUP), IN THE TOP OF THE CONCRETE BASE FOR THE EAST LEG OF THE HS3000'TOWER, 82 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND ABOUT HS3000'2 FEET LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT1613 *********************************************************************** HT1613 DESIGNATION - U 1077 RESET 1967 HT1613 PID - HT1613 HT1613 STATE/COUNTY- CA/SANTA CLARA HT1613 USGS QUAD - CUPERTINO (1991) HT1613 HT1613 *CURRENT SURVEY CONTROL HT1613 ___________________________________________________________________ HT1613* NAD 83(1986)- 37 18 54. (N) 122 02 58. (W) SCALED HT1613* NAVD 88 - 103.70 (+/-2cm) 340.2 (feet) VERTCON HT1613 ___________________________________________________________________ HT1613 GEOID HEIGHT- -32.58 (meters) GEOID99 HT1613 HT1613 VERT ORDER - THIRD (See Below) HT1613 HT1613.The horizontal coordinates were scaled from a topographic map and have HT1613.an estimated accuracy of +/- 6 seconds. HT1613 HT1613.The NAVD 88 height was computed by applying the VERTCON shift value to HT1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1613.The vertical order pertains to the superseded datum. HT1613 HT1613.The geoid height was determined by GEOID99. HT1613 HT1613; North East Units Estimated Accuracy HT1613;SPC CA 3 - 591,590. 1,862,660. MT (+/- 180 meters Scaled) HT1613 HT1613 SUPERSEDED SURVEY CONTROL HT1613 HT1613 NGVD 29 - 102.86 (m) 337.5 (f) RESET 3 HT1613 HT1613.Superseded values are not recommended for survey control. HT1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1613.See file dsdata.txt to determine how the superseded data were derived. HT1613 HT1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG842302(NAD 83) HT1613_MARKER: DB = BENCH MARK DISK HT1613_SETTING: 36 = CONCRETE BASE HT1613_STAMPING: U 1077 RESET 1967 HT1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1613 HT1613 HISTORY - Date Condition Report By HT1613 HISTORY - 1967 MONUMENTED CGS HT1613 HISTORY - 20010818 MARK NOT FOUND USPSQD HT1613 HT1613 STATION DESCRIPTION HT1613 HT1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 HT1613'4.1 MI NW FROM SARATOGA. HT1613'2.0 MILES NORTH ALONG THE SARATOGA-SUNNYVALE ROAD FROM THE POST HT1613'OFFICE AT SARATOGA, THENCE 2.1 MILES NORTHWEST ALONG THE SOUTHERN HT1613'PACIFIC COMPANY RAILROAD, ABOUT 88 YARDS SOUTHWEST OF THE HT1613'CENTER OF THE CROSSING OF MC CLELLAN ROAD, AT A SHELL SERVICE HT1613'STATION, SET IN THE TOP OF A 20 X 36-INCH CONCRETE BASE HT1613'SUPPORTING A SHELL SIGN POLE AND A METAL LIGHT STANDARD, 168 HT1613'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF BUBB ROAD AND HT1613'MC CLELLAN ROAD, 35 FEET EAST OF THE CENTERLINE OF BUBB ROAD, HT1613'11.8 FEET EAST OF A POWERLINE POLE, 0.5 FOOT SOUTHWEST OF HT1613'THE NORTHEAST CORNER OF THE BASE, ABOUT 1 FOOT HIGHER THAN BUBB HT1613'ROAD, AND 0.9 FOOT ABOVE THE SURROUNDING PAVEMENT. HT1613 HT1613 STATION RECOVERY (2001) HT1613 HT1613'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJP) HT1613'SHELL SERVICE STATION NO LONGER THERE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH1798 *********************************************************************** AH1798 DESIGNATION - U 180 RESET AH1798 PID - AH1798 AH1798 STATE/COUNTY- CA/SANTA CLARA AH1798 USGS QUAD - CUPERTINO (1991) AH1798 AH1798 *CURRENT SURVEY CONTROL AH1798 ___________________________________________________________________ AH1798* NAD 83(1986)- 37 22 10. (N) 122 04 38. (W) SCALED AH1798* NAVD 88 - 47.20 (+/-2cm) 154.9 (feet) VERTCON AH1798 ___________________________________________________________________ AH1798 GEOID HEIGHT- -32.60 (meters) GEOID99 AH1798 AH1798 VERT ORDER - THIRD (See Below) AH1798 AH1798.The horizontal coordinates were scaled from a topographic map and have AH1798.an estimated accuracy of +/- 6 seconds. AH1798 AH1798.The NAVD 88 height was computed by applying the VERTCON shift value to AH1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH1798.The vertical order pertains to the superseded datum. AH1798 AH1798.The geoid height was determined by GEOID99. AH1798 AH1798; North East Units Estimated Accuracy AH1798;SPC CA 3 - 597,670. 1,860,300. MT (+/- 180 meters Scaled) AH1798 AH1798 SUPERSEDED SURVEY CONTROL AH1798 AH1798 NGVD 29 - 46.37 (m) 152.1 (f) RESET 3 AH1798 AH1798.Superseded values are not recommended for survey control. AH1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH1798.See file dsdata.txt to determine how the superseded data were derived. AH1798 AH1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG817362(NAD 83) AH1798_MARKER: DV = VERTICAL CONTROL DISK AH1798_SETTING: 35 = ELECTROLIER FOUNDATION AH1798_STAMPING: U 180 RESET 1978 AH1798_MARK LOGO: NGS AH1798_MAGNETIC: N = NO MAGNETIC MATERIAL AH1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH1798+STABILITY: SURFACE MOTION AH1798 AH1798 HISTORY - Date Condition Report By AH1798 HISTORY - 1978 MONUMENTED NGS AH1798 AH1798 STATION DESCRIPTION AH1798 AH1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AH1798'AT MOUNTAIN VIEW, 0.2 MILE (0.3 KM) SOUTHEAST ALONG EL CAMINO ROAD AH1798'(STATE HIGHWAY 82) FROM MOUNTAIN VIEW SCHOOL, THENCE 0.8 MILE (1.3 KM) AH1798'SOUTHWEST AND SOUTH ALONG GRANT ROAD, AT THE JUNCTION OF EUNICE AVENUE AH1798'LEADING EAST OF THE NORTH ENTRANCE TO EL CAMINO HOSPITAL LEADING WEST, AH1798'SET IN THE TOP OF THE SQUARE CONCRETE FOUNDATION OF AN ALECTROLIER, AH1798'175 FEET (53.3 M) NORTHNORTHWEST OF THE CENTER OF THE JUNCTION, 5.4 AH1798'FEET (1.6 M) WEST OF THE WEST CURB OF GRANT ROAD, 0.4 FEET (12.2 CM) AH1798'NORTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION AND ABOUT LEVEL AH1798'WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3242 *********************************************************************** HS3242 DESIGNATION - V 179=2511 RESET 1974 HS3242 PID - HS3242 HS3242 STATE/COUNTY- CA/SANTA CLARA HS3242 USGS QUAD - SAN JOSE WEST (1980) HS3242 HS3242 *CURRENT SURVEY CONTROL HS3242 ___________________________________________________________________ HS3242* NAD 83(1986)- 37 17 10. (N) 121 52 57. (W) SCALED HS3242* NAVD 88 - 46.14 (+/-2cm) 151.4 (feet) VERTCON HS3242 ___________________________________________________________________ HS3242 GEOID HEIGHT- -32.53 (meters) GEOID99 HS3242 HS3242 VERT ORDER - THIRD (See Below) HS3242 HS3242.The horizontal coordinates were scaled from a topographic map and have HS3242.an estimated accuracy of +/- 6 seconds. HS3242 HS3242.The NAVD 88 height was computed by applying the VERTCON shift value to HS3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3242.The vertical order pertains to the superseded datum. HS3242 HS3242.The geoid height was determined by GEOID99. HS3242 HS3242; North East Units Estimated Accuracy HS3242;SPC CA 3 - 588,150. 1,877,410. MT (+/- 180 meters Scaled) HS3242 HS3242 SUPERSEDED SURVEY CONTROL HS3242 HS3242 NGVD 29 - 45.30 (m) 148.6 (f) RESET 3 HS3242 HS3242.Superseded values are not recommended for survey control. HS3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3242.See file dsdata.txt to determine how the superseded data were derived. HS3242 HS3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG990271(NAD 83) HS3242_MARKER: DD = SURVEY DISK HS3242_SETTING: 36 = BRIDGE HS3242_STAMPING: V 179 HS3242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3242 HS3242 HISTORY - Date Condition Report By HS3242 HISTORY - UNK MONUMENTED CAGS HS3242 HISTORY - 1967 GOOD NGS HS3242 HS3242 STATION DESCRIPTION HS3242 HS3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS3242'3.5 MI S FROM SAN JOSE. HS3242'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS3242'FROM THE STATION AT SAN JOSE, THENCE 1.3 MILES SOUTH ALONG ALMADEN HS3242'ROAD, AT THE JUNCTION OF ALMADEN EXPRESSWAY AND IRONWOOD DRIVE HS3242'AT THE NORTHEAST END OF A CONCRETE BRIDGE OVER GUADALUPE RIVER, HS3242'IN THE TOP OF THE SOUTHEAST CONCRETE WHEEL GUARD, OVER THE NORTHEAST HS3242'CONCRETE ABUTMENT, ABOUT 70 YARDS SOUTHWEST OF THE CENTER OF THE HS3242'ROAD JUNCTION, 26.8 FEET SOUTHEAST OF THE CENTER LINE OF THE HS3242'SOUTH-BOUND LANE OF ALMADEN EXPRESSWAY, 8.1 FEET SOUTHWEST OF THE HS3242'EAST CORNER OF THE BRIDGE, AND ABOUT THE SAME ELEVATION AS THE HS3242'EXPRESSWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT3833 *********************************************************************** HT3833 DESIGNATION - W 110 RESET HT3833 PID - HT3833 HT3833 STATE/COUNTY- CA/SANTA CLARA HT3833 USGS QUAD - PALO ALTO (1997) HT3833 HT3833 *CURRENT SURVEY CONTROL HT3833 ___________________________________________________________________ HT3833* NAD 83(1986)- 37 26 07. (N) 122 09 04. (W) SCALED HT3833* NAVD 88 - 13.98 (+/-2cm) 45.9 (feet) VERTCON HT3833 ___________________________________________________________________ HT3833 GEOID HEIGHT- -32.55 (meters) GEOID99 HT3833 HT3833 VERT ORDER - THIRD (See Below) HT3833 HT3833.The horizontal coordinates were scaled from a topographic map and have HT3833.an estimated accuracy of +/- 6 seconds. HT3833 HT3833.The NAVD 88 height was computed by applying the VERTCON shift value to HT3833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT3833.The vertical order pertains to the superseded datum. HT3833 HT3833.The geoid height was determined by GEOID99. HT3833 HT3833; North East Units Estimated Accuracy HT3833;SPC CA 3 - 605,090. 1,853,890. MT (+/- 180 meters Scaled) HT3833 HT3833 SUPERSEDED SURVEY CONTROL HT3833 HT3833 NGVD 29 - 13.14 (m) 43.1 (f) RESET 3 HT3833 HT3833.Superseded values are not recommended for survey control. HT3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3833.See file dsdata.txt to determine how the superseded data were derived. HT3833 HT3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG750434(NAD 83) HT3833_MARKER: DV = VERTICAL CONTROL DISK HT3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT3833_STAMPING: W 110 RESET 1988 HT3833_MARK LOGO: NGS HT3833_MAGNETIC: N = NO MAGNETIC MATERIAL HT3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HT3833+STABILITY: SURFACE MOTION HT3833 HT3833 HISTORY - Date Condition Report By HT3833 HISTORY - 1988 MONUMENTED LOCENG HT3833 HT3833 STATION DESCRIPTION HT3833 HT3833'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 HT3833'IN PALO ALTO, 0.9 MILES (1.4 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC HT3833'COMPANY RAILROAD FROM THE STATION, 0.8 MILES (1.3 KM) NORTHWEST OF HT3833'THE CALIFORNIA AVENUE STATION, AT THE CROSSING OF CHURCHILL AVENUE, HT3833'78.0 FEET (23.8 M) SOUTHEAST OF MILEPOST 31, 18.0 FEET (5.5 M) HT3833'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 17.90 FEET HT3833'(5.46 M) NORTHWEST OF THE PROLONGATION OF THE NORTHWEST CONCRETE CURB HT3833'OF THE AVENUE, 7.20 FEET (2.19 M) SOUTHWEST OF THE SOUTHWEST CONCRETE HT3833'CURB OF ALMA STREET, 2.10 FEET (0.64 M) SOUTHWEST OF A FENCE, 2.30 HT3833'FEET (0.70 M) NORTHWEST OF A FENCE, 2.0 FEET (0.6 M) SOUTHWEST OF A HT3833'WITNESS POST, ABOUT LEVEL WITH THE TRACK, MARK PROJECTS 0.3 FOOT HT3833'(9.1 CM) ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5765 *********************************************************************** AH5765 DESIGNATION - W 1122 RESET AH5765 PID - AH5765 AH5765 STATE/COUNTY- CA/SANTA CLARA AH5765 USGS QUAD - MOUNTAIN VIEW (1997) AH5765 AH5765 *CURRENT SURVEY CONTROL AH5765 ___________________________________________________________________ AH5765* NAD 83(1986)- 37 24 16. (N) 122 01 33. (W) SCALED AH5765* NAVD 88 - 7.42 (+/-2cm) 24.3 (feet) VERTCON AH5765 ___________________________________________________________________ AH5765 GEOID HEIGHT- -32.60 (meters) GEOID99 AH5765 AH5765 VERT ORDER - THIRD (See Below) AH5765 AH5765.The horizontal coordinates were scaled from a topographic map and have AH5765.an estimated accuracy of +/- 6 seconds. AH5765 AH5765.The NAVD 88 height was computed by applying the VERTCON shift value to AH5765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5765.The vertical order pertains to the superseded datum. AH5765 AH5765.The geoid height was determined by GEOID99. AH5765 AH5765; North East Units Estimated Accuracy AH5765;SPC CA 3 - 601,480. 1,864,920. MT (+/- 180 meters Scaled) AH5765 AH5765 SUPERSEDED SURVEY CONTROL AH5765 AH5765 NGVD 29 - 6.60 (m) 21.7 (f) RESET 3 AH5765 AH5765.Superseded values are not recommended for survey control. AH5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5765.See file dsdata.txt to determine how the superseded data were derived. AH5765 AH5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG862401(NAD 83) AH5765_MARKER: DV = VERTICAL CONTROL DISK AH5765_SETTING: 31 = ENTRANCE RAMP AH5765_STAMPING: W 1122 RESET 1976 AH5765_MARK LOGO: NGS AH5765_PROJECTION: FLUSH AH5765_MAGNETIC: N = NO MAGNETIC MATERIAL AH5765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5765 AH5765 HISTORY - Date Condition Report By AH5765 HISTORY - 1976 MONUMENTED NGS AH5765 AH5765 STATION DESCRIPTION AH5765 AH5765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH5765'1.75 MILES (2.82 KM) EAST ALONG BAYSHORE FREEWAY FROM THE MOFFETT AH5765'BLVD. OVERCROSSING AT MOUNTAIN VIEW, THENCE 0.5 MILE (0.8 KM) AH5765'NORTHEAST ALONG STATE HIGHWAY 237, THENCE 0.15 MILE (0.24 KM) NORTH AH5765'ALONG NORTH MATHILDA AVENUE AT US AIR FORCE SATELLITE TEST CENTER AH5765'BUILDING, SET IN THE TOP OF THE CONCRETE ENTRANCE RAMP AT A 10 FOOT AH5765'(3.0 M) WIDE DOORWAY AT THE EAST SIDE OF THE BUILDING, ABOUT 210 FEET AH5765'(64.0 M) WEST OF THE CENTERLINE OF THE WEST LANES OF THE AVENUE, 0.8 AH5765'FOOT (24.4 CM) NORTHEAST OF THE NORTH EDGE OF THE DOORWAY, 0.5 FOOT AH5765'(15.2 CM) EAST OF THE EAST WALL OF THE BUILDING, AND ABOUT 3 FEET (0.9 AH5765'M) HIGHER THAN THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2988 *********************************************************************** HS2988 DESIGNATION - X 1076 RESET 1971 HS2988 PID - HS2988 HS2988 STATE/COUNTY- CA/SANTA CLARA HS2988 USGS QUAD - MILPITAS (1980) HS2988 HS2988 *CURRENT SURVEY CONTROL HS2988 ___________________________________________________________________ HS2988* NAD 83(1986)- 37 25 09. (N) 121 56 55. (W) SCALED HS2988* NAVD 88 - 2.29 (+/-2cm) 7.5 (feet) VERTCON HS2988 ___________________________________________________________________ HS2988 GEOID HEIGHT- -32.59 (meters) GEOID99 HS2988 HS2988 VERT ORDER - THIRD (See Below) HS2988 HS2988.The horizontal coordinates were scaled from a topographic map and have HS2988.an estimated accuracy of +/- 6 seconds. HS2988 HS2988.The NAVD 88 height was computed by applying the VERTCON shift value to HS2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2988.The vertical order pertains to the superseded datum. HS2988 HS2988.The geoid height was determined by GEOID99. HS2988 HS2988; North East Units Estimated Accuracy HS2988;SPC CA 3 - 603,000. 1,871,780. MT (+/- 180 meters Scaled) HS2988 HS2988 SUPERSEDED SURVEY CONTROL HS2988 HS2988 NGVD 29 - 1.47 (m) 4.8 (f) RESET 3 HS2988 HS2988.Superseded values are not recommended for survey control. HS2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2988.See file dsdata.txt to determine how the superseded data were derived. HS2988 HS2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG930418(NAD 83) HS2988_MARKER: DB = BENCH MARK DISK HS2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2988_STAMPING: X 1076 RESET 1971 HS2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2988+STABILITY: SURFACE MOTION HS2988 HS2988 HISTORY - Date Condition Report By HS2988 HISTORY - 1971 MONUMENTED CADH HS2988 HS2988 STATION DESCRIPTION HS2988 HS2988'DESCRIBED BY CA DIV OF HIGHWAYS 1971 HS2988'1.8 MI SE FROM ALVISO. HS2988'0.6 MILE SOUTH ALONG GOLD STREET FROM THE JUNCTION OF TAYLOR HS2988'STREET AT ALVISO, THENCE 1.2 MILES EAST ALONG STATE HIGHWAY HS2988'237, 40 FEET EAST OF THE CENTER LINE OF DRIVEWAY TO THE RESIDENCE HS2988'OF JOE MARTINEZ, 14 FEET NORTH OF THE NORTH EDGE OF THE HIGHWAY HS2988'AND SET IN THE TOP OF A CONCRETE POST 12 INCHES X 36 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3191 *********************************************************************** HS3191 DESIGNATION - X 878 RESET 1970 HS3191 PID - HS3191 HS3191 STATE/COUNTY- CA/SANTA CLARA HS3191 USGS QUAD - SAN JOSE WEST (1980) HS3191 HS3191 *CURRENT SURVEY CONTROL HS3191 ___________________________________________________________________ HS3191* NAD 83(1986)- 37 16 10. (N) 121 59 10. (W) SCALED HS3191* NAVD 88 - 79.63 (+/-2cm) 261.3 (feet) VERTCON HS3191 ___________________________________________________________________ HS3191 GEOID HEIGHT- -32.57 (meters) GEOID99 HS3191 HS3191 VERT ORDER - THIRD (See Below) HS3191 HS3191.The horizontal coordinates were scaled from a topographic map and have HS3191.an estimated accuracy of +/- 6 seconds. HS3191 HS3191.The NAVD 88 height was computed by applying the VERTCON shift value to HS3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3191.The vertical order pertains to the superseded datum. HS3191 HS3191.The geoid height was determined by GEOID99. HS3191 HS3191; North East Units Estimated Accuracy HS3191;SPC CA 3 - 586,440. 1,868,200. MT (+/- 180 meters Scaled) HS3191 HS3191 SUPERSEDED SURVEY CONTROL HS3191 HS3191 NGVD 29 - 78.80 (m) 258.5 (f) RESET 3 HS3191 HS3191.Superseded values are not recommended for survey control. HS3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3191.See file dsdata.txt to determine how the superseded data were derived. HS3191 HS3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG898252(NAD 83) HS3191_MARKER: DB = BENCH MARK DISK HS3191_SETTING: 30 = FLAGPOLE BASE HS3191_STAMPING: X 878 RESET 1970 HS3191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3191 HS3191 HISTORY - Date Condition Report By HS3191 HISTORY - 1970 MONUMENTED NGS HS3191 HISTORY - 20010818 GOOD USPSQD HS3191 HS3191 STATION DESCRIPTION HS3191 HS3191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS3191'1.8 MI NW FROM VASONA JUNCTION. HS3191'1.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS3191'FROM THE RAILROAD JUNCTION AT VASONA JUNCTION, THENCE 0.2 MILE HS3191'NORTH ALONG MORE AVENUE, THENCE 0.1 MILE EAST ALONG WESTMONT HS3191'AVENUE, AT WESTMONT HIGH SCHOOL, SET IN THE TOP OF THE CONCRETE HS3191'BASE FOR THE FLAGPOLE IN FRONT OF THE SCHOOL, 122 FEET NORTH OF THE HS3191'CENTERLINE OF WESTMONT AVENUE, 27.3 FEET SOUTHWEST OF THE HS3191'SOUTHWEST CORNER OF THE ADMINISTRATIVE BUILDING, 11.8 FEET HS3191'NORTH OF A CURB, 1.0 FOOT SOUTH OF THE CENTER OF THE FLAGPOLE, HS3191'AND FLUSH WITH THE SIDEWALK. HS3191 HS3191 STATION RECOVERY (2001) HS3191 HS3191'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJP) HS3191'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HT1653 *********************************************************************** HT1653 DESIGNATION - Y 878 RESET 1967 HT1653 PID - HT1653 HT1653 STATE/COUNTY- CA/SANTA CLARA HT1653 USGS QUAD - CUPERTINO (1991) HT1653 HT1653 *CURRENT SURVEY CONTROL HT1653 ___________________________________________________________________ HT1653* NAD 83(1986)- 37 19 20. (N) 122 02 28. (W) SCALED HT1653* NAVD 88 - 84.20 (+/-2cm) 276.2 (feet) VERTCON HT1653 ___________________________________________________________________ HT1653 GEOID HEIGHT- -32.61 (meters) GEOID99 HT1653 HT1653 VERT ORDER - THIRD (See Below) HT1653 HT1653.The horizontal coordinates were scaled from a topographic map and have HT1653.an estimated accuracy of +/- 6 seconds. HT1653 HT1653.The NAVD 88 height was computed by applying the VERTCON shift value to HT1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1653.The vertical order pertains to the superseded datum. HT1653 HT1653.The geoid height was determined by GEOID99. HT1653 HT1653; North East Units Estimated Accuracy HT1653;SPC CA 3 - 592,380. 1,863,420. MT (+/- 180 meters Scaled) HT1653 HT1653 SUPERSEDED SURVEY CONTROL HT1653 HT1653 NGVD 29 - 83.36 (m) 273.5 (f) RESET 3 HT1653 HT1653.Superseded values are not recommended for survey control. HT1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1653.See file dsdata.txt to determine how the superseded data were derived. HT1653 HT1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG849310(NAD 83) HT1653_MARKER: DB = BENCH MARK DISK HT1653_SETTING: 36 = CONCRETE BASE HT1653_STAMPING: Y 878 RESET 1967 HT1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1653 HT1653 HISTORY - Date Condition Report By HT1653 HISTORY - 1967 MONUMENTED CGS HT1653 HISTORY - 19910602 MARK NOT FOUND USPSQD HT1653 HT1653 STATION DESCRIPTION HT1653 HT1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 HT1653'0.2 MI W FROM CUPERTINO. HT1653'0.15 MILE WEST ALONG STEVENS CREEK BOULEVARD FROM THE POST HT1653'OFFICE AT CUPERTINO, AT THE INTERSECTION OF STELLING ROAD, SET HT1653'IN THE TOP OF THE 3 X 3-FOOT CONCRETE BASE FOR A METAL STREET-LIGHT HT1653'POLE, 120.0 FEET SOUTH OF THE EXTENSION OF THE SOUTH CURB OF HT1653'STEVENS CREEK BOULEVARD, 16.6 FEET SOUTH OF A FIRE HYDRANT, 2.3 HT1653'FEET EAST OF THE EAST CURB OF STELLING ROAD, 1.4 FEET NORTHWEST HT1653'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, AND FLUSH WITH THE HT1653'SURROUNDING SIDEWALK. HT1653 HT1653 STATION RECOVERY (1991) HT1653 HT1653'RECOVERY NOTE BY US POWER SQUADRON 1991 (GEP) HT1653'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS3020 *********************************************************************** HS3020 DESIGNATION - Z 175 RESET 1974 HS3020 PID - HS3020 HS3020 STATE/COUNTY- CA/SANTA CLARA HS3020 USGS QUAD - MILPITAS (1980) HS3020 HS3020 *CURRENT SURVEY CONTROL HS3020 ___________________________________________________________________ HS3020* NAD 83(1986)- 37 23 06. (N) 121 57 08. (W) SCALED HS3020* NAVD 88 - 9.55 (+/-2cm) 31.3 (feet) VERTCON HS3020 ___________________________________________________________________ HS3020 GEOID HEIGHT- -32.61 (meters) GEOID99 HS3020 HS3020 VERT ORDER - THIRD (See Below) HS3020 HS3020.The horizontal coordinates were scaled from a topographic map and have HS3020.an estimated accuracy of +/- 6 seconds. HS3020 HS3020.The NAVD 88 height was computed by applying the VERTCON shift value to HS3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3020.The vertical order pertains to the superseded datum. HS3020 HS3020.The geoid height was determined by GEOID99. HS3020 HS3020; North East Units Estimated Accuracy HS3020;SPC CA 3 - 599,220. 1,871,400. MT (+/- 180 meters Scaled) HS3020 HS3020 SUPERSEDED SURVEY CONTROL HS3020 HS3020 NGVD 29 - 8.72 (m) 28.6 (f) RESET 3 HS3020 HS3020.Superseded values are not recommended for survey control. HS3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3020.See file dsdata.txt to determine how the superseded data were derived. HS3020 HS3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG927380(NAD 83) HS3020_MARKER: DB = BENCH MARK DISK HS3020_SETTING: 36 = TOWER FOUNDATION HS3020_STAMPING: Z 175 RESET 1974 HS3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3020 HS3020 HISTORY - Date Condition Report By HS3020 HISTORY - 1974 MONUMENTED NGS HS3020 HS3020 STATION DESCRIPTION HS3020 HS3020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 HS3020'0.6 MI SE FROM AGNEW. HS3020'0.6 MILE SOUTHEAST ALONG LA FAYETTE STREET FROM THE SOUTHERN HS3020'PACIFIC COMPANY RAILROAD STATION AT AGNEW, AT THE JUNCTION OF HS3020'LAURIE AVENUE LEADING NORTHEAST AT A POWER LINE CROSSING, SET IN HS3020'THE TOP OF THE CONCRETE BASE FOR THE EAST LEG OF POWER LINE HS3020'TOWER 10/67, 162 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION HS3020'OF LA FAYETTE STREET AND LAURIE AVENUE, 85.9 FEET SOUTHWEST OF HS3020'THE SOUTHWEST RAIL OF THE MAIN RAILROAD TRACK, 0.5 FOOT EAST OF HS3020'THE EAST LEG OF THE TOWER, 3.5 FEET ABOVE THE GROUND, AND ABOUT HS3020'THE SAME ELEVATION AS THE RAILROAD TRACK.