1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS2825 *********************************************************************** HS2825 DESIGNATION - A 326 RESET HS2825 PID - HS2825 HS2825 STATE/COUNTY- CA/SANTA CLARA HS2825 USGS QUAD - SAN JOSE WEST (1980) HS2825 HS2825 *CURRENT SURVEY CONTROL HS2825 ___________________________________________________________________ HS2825* NAD 83(1986)- 37 20 15. (N) 121 53 25. (W) SCALED HS2825* NAVD 88 - 26.520 (meters) 87.01 (feet) ADJUSTED HS2825 ___________________________________________________________________ HS2825 GEOID HEIGHT- -32.57 (meters) GEOID99 HS2825 DYNAMIC HT - 26.500 (meters) 86.94 (feet) COMP HS2825 MODELED GRAV- 979,895.6 (mgal) NAVD 88 HS2825 HS2825 VERT ORDER - FIRST CLASS II HS2825 HS2825.The horizontal coordinates were scaled from a topographic map and have HS2825.an estimated accuracy of +/- 6 seconds. HS2825 HS2825.The orthometric height was determined by differential leveling HS2825.and adjusted by the National Geodetic Survey in June 1991. HS2825 HS2825.The geoid height was determined by GEOID99. HS2825 HS2825.The dynamic height is computed by dividing the NAVD 88 HS2825.geopotential number by the normal gravity value computed on the HS2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2825.degrees latitude (g = 980.6199 gals.). HS2825 HS2825.The modeled gravity was interpolated from observed gravity values. HS2825 HS2825; North East Units Estimated Accuracy HS2825;SPC CA 3 - 593,860. 1,876,810. MT (+/- 180 meters Scaled) HS2825 HS2825 SUPERSEDED SURVEY CONTROL HS2825 HS2825 NGVD 29 - 25.677 (m) 84.24 (f) ADJUSTED 1 2 HS2825 HS2825.Superseded values are not recommended for survey control. HS2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2825.See file dsdata.txt to determine how the superseded data were derived. HS2825 HS2825_MARKER: DB = BENCH MARK DISK HS2825_SETTING: 34 = FOUNDATION WALL HS2825_STAMPING: A 326 RESET 1970 HS2825_MARK LOGO: CGS HS2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2825+STABILITY: SURFACE MOTION HS2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2825+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 HS2825 HS2825 HISTORY - Date Condition Report By HS2825 HISTORY - 1970 MONUMENTED NGS HS2825 HISTORY - 19881114 GOOD NGS HS2825 HISTORY - 19900201 GOOD NGS HS2825 HISTORY - 20020817 GOOD USPSQD HS2825 HS2825 STATION DESCRIPTION HS2825 HS2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS2825'AT SAN JOSE. HS2825'AT SAN JOSE, AT THE SOUTHWEST CORNER OF EAST SAINT JOHN STREET HS2825'AND NORTH SECOND STREET, AT THE TRINITY EPISCOPAL CHURCH, SET HS2825'VERTICALLY IN THE NORTH FACE OF THE 13-FOOT SQUARE CONCRETE HS2825'LOWER SECTION OF THE BELL TOWER, AT THE NORTHEAST PART OF THE HS2825'CHURCH, 53.5 FEET WEST OF THE WEST CURB OF NORTH SECOND STREET, HS2825'31.0 FEET SOUTH OF THE SOUTH CURB OF EAST SAINT JOHN STREET, HS2825'1.2 FEET WEST OF THE NORTHEAST CORNER OF THE BELL TOWER, AND 3.0 HS2825'FEET ABOVE THE GROUND. HS2825 HS2825 STATION RECOVERY (1988) HS2825 HS2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2825'RECOVERED IN GOOD CONDITION. HS2825 HS2825 STATION RECOVERY (1990) HS2825 HS2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS2825'RECOVERED IN GOOD CONDITION. HS2825 HS2825 STATION RECOVERY (2002) HS2825 HS2825'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS2825'MARK PAINTED OVER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT1644 *********************************************************************** HT1644 DESIGNATION - A 884 RESET 1960 HT1644 PID - HT1644 HT1644 STATE/COUNTY- CA/SANTA CLARA HT1644 USGS QUAD - CUPERTINO (1991) HT1644 HT1644 *CURRENT SURVEY CONTROL HT1644 ___________________________________________________________________ HT1644* NAD 83(1986)- 37 16 56. (N) 122 01 11. (W) SCALED HT1644* NAVD 88 - 100.96 (+/-2cm) 331.2 (feet) VERTCON HT1644 ___________________________________________________________________ HT1644 GEOID HEIGHT- -32.57 (meters) GEOID99 HT1644 HT1644 VERT ORDER - THIRD (See Below) HT1644 HT1644.The horizontal coordinates were scaled from a topographic map and have HT1644.an estimated accuracy of +/- 6 seconds. HT1644 HT1644.The NAVD 88 height was computed by applying the VERTCON shift value to HT1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1644.The vertical order pertains to the superseded datum. HT1644 HT1644.The geoid height was determined by GEOID99. HT1644 HT1644; North East Units Estimated Accuracy HT1644;SPC CA 3 - 587,910. 1,865,240. MT (+/- 180 meters Scaled) HT1644 HT1644 SUPERSEDED SURVEY CONTROL HT1644 HT1644 NGVD 29 - 100.12 (m) 328.5 (f) RESET 3 HT1644 HT1644.Superseded values are not recommended for survey control. HT1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1644.See file dsdata.txt to determine how the superseded data were derived. HT1644 HT1644_MARKER: DB = BENCH MARK DISK HT1644_SETTING: 36 = CONCRETE PUMP PIT HT1644_STAMPING: A 884 RESET 1960 HT1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1644 HT1644 HISTORY - Date Condition Report By HT1644 HISTORY - 1960 MONUMENTED CGS HT1644 HISTORY - 20020817 MARK NOT FOUND USPSQD HT1644 HT1644 STATION DESCRIPTION HT1644 HT1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HT1644'2.9 MI NE FROM SARATOGA. HT1644'2.1 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT HT1644'SARATOGA, THENCE 0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC HT1644'COMPANY RAILROAD TRACK, AT THE PUMP BUILDINGS OF THE COX RESERVOIR HT1644'OF THE SAN JOSE WATER WORKS, 103 YARDS SOUTH OF THE CENTERLINE HT1644'OF COX AVENUE, 83.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 HT1644'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, SET VERTICALLY IN HT1644'THE SOUTH SIDE OF A 10 X 10-FOOT CONCRETE PUMP PIT AT THE HT1644'SOUTHEAST EDGE OF THE PUMP BUILDINGS, 0.5 FOOT WEST OF THE HT1644'SOUTHEAST CORNER, AND 0.2 FOOT ABOVE THE GROUND. HT1644 HT1644 STATION RECOVERY (2002) HT1644 HT1644'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMB) HT1644'APPEARS TO BE INSIDE LOCKED WALLS OF SAN JOSE WATER COMPANY, COX HT1644'RESERVOIR. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS2826 *********************************************************************** HS2826 DESIGNATION - D 886 HS2826 PID - HS2826 HS2826 STATE/COUNTY- CA/SANTA CLARA HS2826 USGS QUAD - SAN JOSE WEST (1980) HS2826 HS2826 *CURRENT SURVEY CONTROL HS2826 ___________________________________________________________________ HS2826* NAD 83(1986)- 37 20 16. (N) 121 53 29. (W) SCALED HS2826* NAVD 88 - 27.063 (meters) 88.79 (feet) ADJUSTED HS2826 ___________________________________________________________________ HS2826 GEOID HEIGHT- -32.57 (meters) GEOID99 HS2826 DYNAMIC HT - 27.043 (meters) 88.72 (feet) COMP HS2826 MODELED GRAV- 979,895.6 (mgal) NAVD 88 HS2826 HS2826 VERT ORDER - FIRST CLASS I HS2826 HS2826.The horizontal coordinates were scaled from a topographic map and have HS2826.an estimated accuracy of +/- 6 seconds. HS2826 HS2826.The orthometric height was determined by differential leveling HS2826.and adjusted by the National Geodetic Survey in June 1991. HS2826 HS2826.The geoid height was determined by GEOID99. HS2826 HS2826.The dynamic height is computed by dividing the NAVD 88 HS2826.geopotential number by the normal gravity value computed on the HS2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2826.degrees latitude (g = 980.6199 gals.). HS2826 HS2826.The modeled gravity was interpolated from observed gravity values. HS2826 HS2826; North East Units Estimated Accuracy HS2826;SPC CA 3 - 593,890. 1,876,710. MT (+/- 180 meters Scaled) HS2826 HS2826 SUPERSEDED SURVEY CONTROL HS2826 HS2826 NGVD 29 - 26.220 (m) 86.02 (f) ADJUSTED 1 1 HS2826 HS2826.Superseded values are not recommended for survey control. HS2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2826.See file dsdata.txt to determine how the superseded data were derived. HS2826 HS2826_MARKER: DB = BENCH MARK DISK HS2826_SETTING: 35 = BALUSTRADE HS2826_STAMPING: D 886 1948 HS2826_MARK LOGO: CGS HS2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2826+STABILITY: SURFACE MOTION HS2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2826+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 HS2826 HS2826 HISTORY - Date Condition Report By HS2826 HISTORY - 1948 MONUMENTED CGS HS2826 HISTORY - 1960 GOOD NGS HS2826 HISTORY - 1969 GOOD NGS HS2826 HISTORY - 19881114 GOOD NGS HS2826 HISTORY - 19900201 GOOD NGS HS2826 HISTORY - 20020817 GOOD USPSQD HS2826 HS2826 STATION DESCRIPTION HS2826 HS2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 HS2826'AT SAN JOSE. HS2826'AT SAN JOSE, AT THE INTERSECTION OF NORTH FIRST STREET AND HS2826'WEST SAINT JOHN STREET, AT THE U.S. POST OFFICE BUILDING, AT HS2826'THE SOUTHEAST ONE OF THE TWO ENTRANCES FACING ON NORTH FIRST HS2826'STREET, IN THE TOP OF THE NORTHWEST GRANITE BALUSTRADE, 1.2 FEET HS2826'NORTHWEST OF THE SOUTHEAST END OF THE BALUSTRADE, AND ABOUT HS2826'3-1/2 FEET HIGHER THAN THE SIDEWALK. HS2826 HS2826 STATION RECOVERY (1969) HS2826 HS2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 HS2826'RECOVERED IN GOOD CONDITION. HS2826 HS2826 STATION RECOVERY (1988) HS2826 HS2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2826'RECOVERED IN GOOD CONDITION. HS2826 HS2826 STATION RECOVERY (1990) HS2826 HS2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS2826'RECOVERED IN GOOD CONDITION. HS2826 HS2826 STATION RECOVERY (2002) HS2826 HS2826'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS2826'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS5189 *********************************************************************** HS5189 DESIGNATION - H 1456 HS5189 PID - HS5189 HS5189 STATE/COUNTY- CA/SANTA CLARA HS5189 USGS QUAD - LOS GATOS (1980) HS5189 HS5189 *CURRENT SURVEY CONTROL HS5189 ___________________________________________________________________ HS5189* NAD 83(1986)- 37 13 18. (N) 121 59 00. (W) SCALED HS5189* NAVD 88 - 125.479 (meters) 411.68 (feet) ADJUSTED HS5189 ___________________________________________________________________ HS5189 GEOID HEIGHT- -32.41 (meters) GEOID99 HS5189 DYNAMIC HT - 125.389 (meters) 411.38 (feet) COMP HS5189 MODELED GRAV- 979,905.0 (mgal) NAVD 88 HS5189 HS5189 VERT ORDER - FIRST CLASS II HS5189 HS5189.The horizontal coordinates were scaled from a topographic map and have HS5189.an estimated accuracy of +/- 6 seconds. HS5189 HS5189.The orthometric height was determined by differential leveling HS5189.and adjusted by the National Geodetic Survey in February 1993. HS5189 HS5189.The geoid height was determined by GEOID99. HS5189 HS5189.The dynamic height is computed by dividing the NAVD 88 HS5189.geopotential number by the normal gravity value computed on the HS5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5189.degrees latitude (g = 980.6199 gals.). HS5189 HS5189.The modeled gravity was interpolated from observed gravity values. HS5189 HS5189; North East Units Estimated Accuracy HS5189;SPC CA 3 - 581,140. 1,868,360. MT (+/- 180 meters Scaled) HS5189 HS5189 SUPERSEDED SURVEY CONTROL HS5189 HS5189 NGVD 29 - 124.645 (m) 408.94 (f) ADJUSTED 1 2 HS5189 HS5189.Superseded values are not recommended for survey control. HS5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5189.See file dsdata.txt to determine how the superseded data were derived. HS5189 HS5189_MARKER: I = METAL ROD HS5189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5189_STAMPING: H 1456 1990 HS5189_MARK LOGO: NGS HS5189_PROJECTION: FLUSH HS5189_MAGNETIC: I = MARKER IS A STEEL ROD HS5189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS5189+STABILITY: POSITION/ELEVATION WELL HS5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5189+SATELLITE: SATELLITE OBSERVATIONS - 1990 HS5189_ROD/PIPE-DEPTH: 4.6 meters HS5189 HS5189 HISTORY - Date Condition Report By HS5189 HISTORY - 1990 MONUMENTED NGS HS5189 HISTORY - 20020817 MARK NOT FOUND USPSQD HS5189 HS5189 STATION DESCRIPTION HS5189 HS5189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 HS5189'IN LOS GATOS, AT THE INTERSECTION OF WEST MAIN STEET AND NORTH SANTA HS5189'CRUZ AVENUE, IN THE NORTHERN 1/3 OF THE LOS GATOS CITY PARK, 17.8 M HS5189'(58.40 FT) SOUTH OF THE SOUTH CURB OF THE STREET, 15.7 M (51.51 FT) HS5189'EAST OF THE EAST CURB OF THE AVENUE, 0.6 M (1.97 FT) SOUTHEAST OF THE HS5189'SOUTHEAST EDGE OF A CIRCULAR CONCRETE SIDEWALK AROUND A HISTORICAL HS5189'LOS GATOS FIRE BELL, AND LEVEL WITH THE SIDEWALK. NOTE--ACCESS TO HS5189'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. HS5189 HS5189 STATION RECOVERY (2002) HS5189 HS5189'RECOVERY NOTE BY US POWER SQUADRON 2002 (NLZ) HS5189'DESTROYED DUE TO PARK RENOVATION. PARK RANGER CONFIRMED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS5163 *********************************************************************** HS5163 DESIGNATION - I 19=96 RESET HS5163 PID - HS5163 HS5163 STATE/COUNTY- CA/SANTA CLARA HS5163 USGS QUAD - SAN JOSE WEST (1980) HS5163 HS5163 *CURRENT SURVEY CONTROL HS5163 ___________________________________________________________________ HS5163* NAD 83(1986)- 37 20 15. (N) 121 53 14. (W) SCALED HS5163* NAVD 88 - 24.531 (meters) 80.48 (feet) ADJUSTED HS5163 ___________________________________________________________________ HS5163 GEOID HEIGHT- -32.57 (meters) GEOID99 HS5163 DYNAMIC HT - 24.513 (meters) 80.42 (feet) COMP HS5163 MODELED GRAV- 979,895.2 (mgal) NAVD 88 HS5163 HS5163 VERT ORDER - FIRST CLASS II HS5163 HS5163.The horizontal coordinates were scaled from a topographic map and have HS5163.an estimated accuracy of +/- 6 seconds. HS5163 HS5163.The orthometric height was determined by differential leveling HS5163.and adjusted by the National Geodetic Survey in June 1991. HS5163 HS5163.The geoid height was determined by GEOID99. HS5163 HS5163.The dynamic height is computed by dividing the NAVD 88 HS5163.geopotential number by the normal gravity value computed on the HS5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5163.degrees latitude (g = 980.6199 gals.). HS5163 HS5163.The modeled gravity was interpolated from observed gravity values. HS5163 HS5163; North East Units Estimated Accuracy HS5163;SPC CA 3 - 593,860. 1,877,080. MT (+/- 180 meters Scaled) HS5163 HS5163 SUPERSEDED SURVEY CONTROL HS5163 HS5163 NGVD 29 - 23.688 (m) 77.72 (f) ADJUSTED 1 2 HS5163 HS5163.Superseded values are not recommended for survey control. HS5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5163.See file dsdata.txt to determine how the superseded data were derived. HS5163 HS5163_MARKER: DV = VERTICAL CONTROL DISK HS5163_SETTING: 34 = FOUNDATION HS5163_STAMPING: I 19=96 USGS RESET 1976 HS5163_MARK LOGO: NGS HS5163_MAGNETIC: N = NO MAGNETIC MATERIAL HS5163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5163+STABILITY: SURFACE MOTION HS5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5163+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 HS5163 HS5163 HISTORY - Date Condition Report By HS5163 HISTORY - 1976 MONUMENTED NGS HS5163 HISTORY - 19881114 GOOD NGS HS5163 HISTORY - 19900201 GOOD NGS HS5163 HISTORY - 20020817 GOOD USPSQD HS5163 HS5163 STATION DESCRIPTION HS5163 HS5163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 HS5163'IN SAN JOSE, AT THE INTERSECTION OF 4TH AND EAST SANTA CLARA STREETS, HS5163'IN A SQUARE CONCRETE BASE OF STREET LIGHT POLE NUMBER 11L632, 26.8 M HS5163'(87.9 FT) NORTHWEST OF THE NORTHWEST CURB OF EAST SANTA CLARA HS5163'STREET, 0.5 M (1.6 FT) SOUTHWEST CURB OF 4TH STREET, 0.3 M (1.0 FT) HS5163'EAST OF THE LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF HS5163'THE STREETS. HS5163 HS5163 STATION RECOVERY (1990) HS5163 HS5163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS5163'RECOVERED IN GOOD CONDITION. HS5163 HS5163 STATION RECOVERY (2002) HS5163 HS5163'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS5163'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS5190 *********************************************************************** HS5190 DESIGNATION - J 1456 HS5190 PID - HS5190 HS5190 STATE/COUNTY- CA/SANTA CLARA HS5190 USGS QUAD - LOS GATOS (1980) HS5190 HS5190 *CURRENT SURVEY CONTROL HS5190 ___________________________________________________________________ HS5190* NAD 83(1986)- 37 13 54. (N) 121 58 39. (W) SCALED HS5190* NAVD 88 - 112.918 (meters) 370.47 (feet) ADJUSTED HS5190 ___________________________________________________________________ HS5190 GEOID HEIGHT- -32.45 (meters) GEOID99 HS5190 DYNAMIC HT - 112.835 (meters) 370.19 (feet) COMP HS5190 MODELED GRAV- 979,899.1 (mgal) NAVD 88 HS5190 HS5190 VERT ORDER - FIRST CLASS II HS5190 HS5190.The horizontal coordinates were scaled from a topographic map and have HS5190.an estimated accuracy of +/- 6 seconds. HS5190 HS5190.The orthometric height was determined by differential leveling HS5190.and adjusted by the National Geodetic Survey in February 1993. HS5190 HS5190.The geoid height was determined by GEOID99. HS5190 HS5190.The dynamic height is computed by dividing the NAVD 88 HS5190.geopotential number by the normal gravity value computed on the HS5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5190.degrees latitude (g = 980.6199 gals.). HS5190 HS5190.The modeled gravity was interpolated from observed gravity values. HS5190 HS5190; North East Units Estimated Accuracy HS5190;SPC CA 3 - 582,240. 1,868,900. MT (+/- 180 meters Scaled) HS5190 HS5190 SUPERSEDED SURVEY CONTROL HS5190 HS5190 NGVD 29 - 112.083 (m) 367.73 (f) ADJUSTED 1 2 HS5190 HS5190.Superseded values are not recommended for survey control. HS5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5190.See file dsdata.txt to determine how the superseded data were derived. HS5190 HS5190_MARKER: I = METAL ROD HS5190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5190_STAMPING: J 1456 1990 HS5190_MARK LOGO: NGS HS5190_PROJECTION: FLUSH HS5190_MAGNETIC: I = MARKER IS A STEEL ROD HS5190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5190+SATELLITE: SATELLITE OBSERVATIONS - 1990 HS5190_ROD/PIPE-DEPTH: 2.1 meters HS5190 HS5190 HISTORY - Date Condition Report By HS5190 HISTORY - 1990 MONUMENTED NGS HS5190 HISTORY - 20020817 GOOD USPSQD HS5190 HS5190 STATION DESCRIPTION HS5190 HS5190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 HS5190'IN LOS GATOS, AT THE INTERSECTION OF UNIVERSITY AVENUE AND HUBBEL WAY, HS5190'10.7 M (35.10 FT) WEST OF A FIRE HYDRANT, 8.5 M (27.89 FT) SOUTH OF HS5190'THE CENTER OF THE WAY, 6.6 M (21.65 FT) EAST OF THE CENTERLINE OF THE HS5190'AVENUE, 2.2 M (7.22 FT) SOUTH OF UTILITY POLE NUMBER 235, AND LEVEL HS5190'WITH THE AVENUE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH HS5190'LOGO CAP. HS5190 HS5190 STATION RECOVERY (2002) HS5190 HS5190'RECOVERY NOTE BY US POWER SQUADRON 2002 (NLZ) HS5190'LAT 37 13 54 W, LO 121 58.39 W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS5191 *********************************************************************** HS5191 DESIGNATION - K 1456 HS5191 PID - HS5191 HS5191 STATE/COUNTY- CA/SANTA CLARA HS5191 USGS QUAD - LOS GATOS (1980) HS5191 HS5191 *CURRENT SURVEY CONTROL HS5191 ___________________________________________________________________ HS5191* NAD 83(1986)- 37 14 23. (N) 121 58 23. (W) SCALED HS5191* NAVD 88 - 104.939 (meters) 344.29 (feet) ADJUSTED HS5191 ___________________________________________________________________ HS5191 GEOID HEIGHT- -32.49 (meters) GEOID99 HS5191 DYNAMIC HT - 104.862 (meters) 344.03 (feet) COMP HS5191 MODELED GRAV- 979,891.0 (mgal) NAVD 88 HS5191 HS5191 VERT ORDER - FIRST CLASS II HS5191 HS5191.The horizontal coordinates were scaled from a topographic map and have HS5191.an estimated accuracy of +/- 6 seconds. HS5191 HS5191.The orthometric height was determined by differential leveling HS5191.and adjusted by the National Geodetic Survey in February 1993. HS5191 HS5191.The geoid height was determined by GEOID99. HS5191 HS5191.The dynamic height is computed by dividing the NAVD 88 HS5191.geopotential number by the normal gravity value computed on the HS5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5191.degrees latitude (g = 980.6199 gals.). HS5191 HS5191.The modeled gravity was interpolated from observed gravity values. HS5191 HS5191; North East Units Estimated Accuracy HS5191;SPC CA 3 - 583,120. 1,869,300. MT (+/- 180 meters Scaled) HS5191 HS5191 SUPERSEDED SURVEY CONTROL HS5191 HS5191 NGVD 29 - 104.104 (m) 341.55 (f) ADJUSTED 1 2 HS5191 HS5191.Superseded values are not recommended for survey control. HS5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5191.See file dsdata.txt to determine how the superseded data were derived. HS5191 HS5191_MARKER: I = METAL ROD HS5191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5191_STAMPING: K 1456 1990 HS5191_MARK LOGO: NGS HS5191_PROJECTION: FLUSH HS5191_MAGNETIC: I = MARKER IS A STEEL ROD HS5191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS5191+STABILITY: POSITION/ELEVATION WELL HS5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5191+SATELLITE: SATELLITE OBSERVATIONS - 1990 HS5191_ROD/PIPE-DEPTH: 4.0 meters HS5191 HS5191 HISTORY - Date Condition Report By HS5191 HISTORY - 1990 MONUMENTED NGS HS5191 HISTORY - 20020817 GOOD USPSQD HS5191 HS5191 STATION DESCRIPTION HS5191 HS5191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 HS5191'IN LOS GATOS, AT THE INTERSECTION OF UNIVERSITY AVENUE AND COOPER HS5191'COURT, 19.7 M (64.63 FT) NORTH OF THE CENTER OF THE COURT, 10.1 M HS5191'(33.14 FT) EAST OF THE CENTERLINE OF THE AVENUE, 1.8 M (5.91 FT) WEST HS5191'OF THE WEST EDGE OF A SIDEWALK, 0.6 M (1.97 FT) NORTH OF UTILITY HS5191'LIGHT POLE NUMBER 20007, AND LEVEL WITH THE AVENUE. NOTE--ACCESS TO HS5191'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. HS5191 HS5191 STATION RECOVERY (2002) HS5191 HS5191'RECOVERY NOTE BY US POWER SQUADRON 2002 (NLZ) HS5191'LAT 37 14.23 W, LO 121 58.23 W 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS5192 *********************************************************************** HS5192 DESIGNATION - L 1456 HS5192 PID - HS5192 HS5192 STATE/COUNTY- CA/SANTA CLARA HS5192 USGS QUAD - SAN JOSE WEST (1980) HS5192 HS5192 *CURRENT SURVEY CONTROL HS5192 ___________________________________________________________________ HS5192* NAD 83(1986)- 37 15 23. (N) 121 57 54. (W) SCALED HS5192* NAVD 88 - 86.107 (meters) 282.50 (feet) ADJUSTED HS5192 ___________________________________________________________________ HS5192 GEOID HEIGHT- -32.55 (meters) GEOID99 HS5192 DYNAMIC HT - 86.043 (meters) 282.29 (feet) COMP HS5192 MODELED GRAV- 979,883.3 (mgal) NAVD 88 HS5192 HS5192 VERT ORDER - FIRST CLASS II HS5192 HS5192.The horizontal coordinates were scaled from a topographic map and have HS5192.an estimated accuracy of +/- 6 seconds. HS5192 HS5192.The orthometric height was determined by differential leveling HS5192.and adjusted by the National Geodetic Survey in February 1993. HS5192 HS5192.The geoid height was determined by GEOID99. HS5192 HS5192.The dynamic height is computed by dividing the NAVD 88 HS5192.geopotential number by the normal gravity value computed on the HS5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS5192.degrees latitude (g = 980.6199 gals.). HS5192 HS5192.The modeled gravity was interpolated from observed gravity values. HS5192 HS5192; North East Units Estimated Accuracy HS5192;SPC CA 3 - 584,960. 1,870,050. MT (+/- 180 meters Scaled) HS5192 HS5192 SUPERSEDED SURVEY CONTROL HS5192 HS5192 NGVD 29 - 85.271 (m) 279.76 (f) ADJUSTED 1 2 HS5192 HS5192.Superseded values are not recommended for survey control. HS5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5192.See file dsdata.txt to determine how the superseded data were derived. HS5192 HS5192_MARKER: I = METAL ROD HS5192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5192_STAMPING: L 1456 1990 HS5192_MARK LOGO: NGS HS5192_PROJECTION: FLUSH HS5192_MAGNETIC: I = MARKER IS A STEEL ROD HS5192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS5192+STABILITY: POSITION/ELEVATION WELL HS5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS5192+SATELLITE: SATELLITE OBSERVATIONS - 1990 HS5192_ROD/PIPE-DEPTH: 7.3 meters HS5192 HS5192 HISTORY - Date Condition Report By HS5192 HISTORY - 1990 MONUMENTED NGS HS5192 HISTORY - 20020817 MARK NOT FOUND USPSQD HS5192 HS5192 STATION DESCRIPTION HS5192 HS5192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 HS5192'IN LOS GATOS, AT THE INTERSECTION OF WINCHESTER BOULEVARD AND THE HS5192'SOUTHERN PACIFIC RAILROAD, 0.2 KM (0.12 MI) SOUTH OF THE INTERSECTION HS5192'OF POLLARD ROAD, 10.5 M (34.45 FT) EAST OF THE CENTERLINE OF THE HS5192'NORTHBOUND LANES OF THE BOULEVARD, 4.8 M (15.75 FT) NORTH OF UTILITY HS5192'POLE NUMBER 218, 2.9 M (9.51 FT) WEST OF THE NEAR RAIL, 1.1 M HS5192'(3.61 FT) SOUTH OF RAILROAD MILE POST 48, AND 0.2 M (0.66 FT) ABOVE HS5192'THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH HS5192'A 5-INCH LOGO CAP. HS5192 HS5192 STATION RECOVERY (2002) HS5192 HS5192'RECOVERY NOTE BY US POWER SQUADRON 2002 (NLZ) HS5192'PROBABLY DESTROYED DUE TO RAILROAD REPAIRS. HOLE IN DIRT APPROX. 2 FT HS5192'WIDE AND 2 FT DEEP IN EXACT LOCATION. LAT 37 15.23 N, LO 121 57.54 W 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT1603 *********************************************************************** HT1603 DESIGNATION - L 180=2750 CAGS HT1603 PID - HT1603 HT1603 STATE/COUNTY- CA/SANTA CLARA HT1603 USGS QUAD - CUPERTINO (1991) HT1603 HT1603 *CURRENT SURVEY CONTROL HT1603 ___________________________________________________________________ HT1603* NAD 83(1986)- 37 16 52. (N) 122 01 56. (W) SCALED HT1603* NAVD 88 - 108.29 (+/-2cm) 355.3 (feet) VERTCON HT1603 ___________________________________________________________________ HT1603 GEOID HEIGHT- -32.54 (meters) GEOID99 HT1603 HT1603 VERT ORDER - FIRST CLASS II (See Below) HT1603 HT1603.The horizontal coordinates were scaled from a topographic map and have HT1603.an estimated accuracy of +/- 6 seconds. HT1603 HT1603.The NAVD 88 height was computed by applying the VERTCON shift value to HT1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1603.The vertical order pertains to the superseded datum. HT1603 HT1603.The geoid height was determined by GEOID99. HT1603 HT1603; North East Units Estimated Accuracy HT1603;SPC CA 3 - 587,800. 1,864,130. MT (+/- 180 meters Scaled) HT1603 HT1603 SUPERSEDED SURVEY CONTROL HT1603 HT1603 NGVD 29 - 107.443 (m) 352.50 (f) ADJ UNCH 1 2 HT1603 HT1603.Superseded values are not recommended for survey control. HT1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1603.See file dsdata.txt to determine how the superseded data were derived. HT1603 HT1603_MARKER: DD = SURVEY DISK HT1603_SETTING: 30 = CULVERT HT1603_STAMPING: L 180 HT1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HT1603 HT1603 HISTORY - Date Condition Report By HT1603 HISTORY - UNK MONUMENTED CAGS HT1603 HISTORY - 1967 GOOD NGS HT1603 HISTORY - 20020817 GOOD USPSQD HT1603 HT1603 STATION DESCRIPTION HT1603 HT1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1603'1.6 MI N FROM SARATOGA. HT1603'1.55 MILES NORTH ALONG SUNNYVALE-SARATOGA ROAD FROM THE POST HT1603'OFFICE AT SARATOGA, AT THE JUNCTION OF PIERCE ROAD, IN TOP OF HT1603'THE CENTER OF THE SOUTHWEST CONCRETE WING WALL OF 8- BY 8-FOOT HT1603'CONCRETE BOX CULVERT 11.99, 18 FEET WEST OF THE CENTER LINE OF HT1603'THE WEST LANES OF THE AVENUE, 87 FEET SOUTH OF THE CENTER LINE HT1603'OF THE ROAD, AND ABOUT LEVEL WITH THE AVENUE. HT1603 HT1603 STATION RECOVERY (2002) HT1603 HT1603'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMB) HT1603'IN DESCRIPTION, THE AVENUE REFERS TO SUNNYVALE-SARATOGA RD. WILL HT1603'PROBABLY HOLD POSITION WELL. WGS 84, LAT 37 16 53.3 N, LO 122 01 57.0 HT1603'W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS2822 *********************************************************************** HS2822 DESIGNATION - M 177 HS2822 PID - HS2822 HS2822 STATE/COUNTY- CA/SANTA CLARA HS2822 USGS QUAD - SAN JOSE WEST (1980) HS2822 HS2822 *CURRENT SURVEY CONTROL HS2822 ___________________________________________________________________ HS2822* NAD 83(1986)- 37 20 09. (N) 121 53 25. (W) SCALED HS2822* NAVD 88 - 27.970 (meters) 91.76 (feet) ADJUSTED HS2822 ___________________________________________________________________ HS2822 GEOID HEIGHT- -32.57 (meters) GEOID99 HS2822 DYNAMIC HT - 27.949 (meters) 91.70 (feet) COMP HS2822 MODELED GRAV- 979,896.1 (mgal) NAVD 88 HS2822 HS2822 VERT ORDER - FIRST CLASS II HS2822 HS2822.The horizontal coordinates were scaled from a topographic map and have HS2822.an estimated accuracy of +/- 6 seconds. HS2822 HS2822.The orthometric height was determined by differential leveling HS2822.and adjusted by the National Geodetic Survey in June 1991. HS2822 HS2822.The geoid height was determined by GEOID99. HS2822 HS2822.The dynamic height is computed by dividing the NAVD 88 HS2822.geopotential number by the normal gravity value computed on the HS2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2822.degrees latitude (g = 980.6199 gals.). HS2822 HS2822.The modeled gravity was interpolated from observed gravity values. HS2822 HS2822; North East Units Estimated Accuracy HS2822;SPC CA 3 - 593,680. 1,876,810. MT (+/- 180 meters Scaled) HS2822 HS2822 SUPERSEDED SURVEY CONTROL HS2822 HS2822 NGVD 29 - 27.126 (m) 89.00 (f) ADJUSTED 1 2 HS2822 HS2822.Superseded values are not recommended for survey control. HS2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2822.See file dsdata.txt to determine how the superseded data were derived. HS2822 HS2822_MARKER: DB = BENCH MARK DISK HS2822_SETTING: 40 = BUILDING WALL HS2822_STAMPING: M 177 1934 HS2822_MARK LOGO: CGS HS2822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS2822+STABILITY: POSITION/ELEVATION WELL HS2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2822+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 HS2822 HS2822 HISTORY - Date Condition Report By HS2822 HISTORY - 1934 MONUMENTED CGS HS2822 HISTORY - 1954 GOOD NGS HS2822 HISTORY - 1969 GOOD NGS HS2822 HISTORY - 19881114 GOOD NGS HS2822 HISTORY - 19900201 GOOD NGS HS2822 HISTORY - 20020817 GOOD USPSQD HS2822 HS2822 STATION DESCRIPTION HS2822 HS2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 HS2822'AT SAN JOSE. HS2822'AT SAN JOSE, AT THE INTERSECTION OF SOUTH FIRST AND SANTA HS2822'CLARA STREETS, AT THE BANK OF AMERICA BUILDING, SET VERTICALLY HS2822'IN THE WEST GRANITE-BLOCK WALL, 1.5 FEET SOUTH OF THE NORTHWEST HS2822'CORNER, AND 4.5 FEET ABOVE THE SIDEWALK. HS2822 HS2822 STATION RECOVERY (1969) HS2822 HS2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 HS2822'RECOVERED IN GOOD CONDITION. HS2822 HS2822 STATION RECOVERY (1988) HS2822 HS2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2822'RECOVERED IN GOOD CONDITION. HS2822 HS2822 STATION RECOVERY (1990) HS2822 HS2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS2822'RECOVERED IN GOOD CONDITION. HS2822 HS2822 STATION RECOVERY (2002) HS2822 HS2822'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS2822'NOW CALLED BC BANKERS CLUB 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS2828 *********************************************************************** HS2828 DESIGNATION - P 7 RESET HS2828 PID - HS2828 HS2828 STATE/COUNTY- CA/SANTA CLARA HS2828 USGS QUAD - SAN JOSE WEST (1980) HS2828 HS2828 *CURRENT SURVEY CONTROL HS2828 ___________________________________________________________________ HS2828* NAD 83(1986)- 37 20 21. (N) 121 53 32. (W) SCALED HS2828* NAVD 88 - 27.132 (meters) 89.02 (feet) ADJUSTED HS2828 ___________________________________________________________________ HS2828 GEOID HEIGHT- -32.57 (meters) GEOID99 HS2828 DYNAMIC HT - 27.112 (meters) 88.95 (feet) COMP HS2828 MODELED GRAV- 979,895.3 (mgal) NAVD 88 HS2828 HS2828 VERT ORDER - FIRST CLASS I HS2828 HS2828.The horizontal coordinates were scaled from a topographic map and have HS2828.an estimated accuracy of +/- 6 seconds. HS2828 HS2828.The orthometric height was determined by differential leveling HS2828.and adjusted by the National Geodetic Survey in June 1991. HS2828 HS2828.The geoid height was determined by GEOID99. HS2828 HS2828.The dynamic height is computed by dividing the NAVD 88 HS2828.geopotential number by the normal gravity value computed on the HS2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2828.degrees latitude (g = 980.6199 gals.). HS2828 HS2828.The modeled gravity was interpolated from observed gravity values. HS2828 HS2828; North East Units Estimated Accuracy HS2828;SPC CA 3 - 594,050. 1,876,640. MT (+/- 180 meters Scaled) HS2828 HS2828 SUPERSEDED SURVEY CONTROL HS2828 HS2828 NGVD 29 - 26.290 (m) 86.25 (f) ADJUSTED 1 1 HS2828 HS2828.Superseded values are not recommended for survey control. HS2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2828.See file dsdata.txt to determine how the superseded data were derived. HS2828 HS2828_MARKER: DB = BENCH MARK DISK HS2828_SETTING: 40 = BUILDING HS2828_STAMPING: P 7 USGS RESET 1965 HS2828_MARK LOGO: CGS HS2828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HS2828+STABILITY: POSITION/ELEVATION WELL HS2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2828+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 HS2828 HS2828 HISTORY - Date Condition Report By HS2828 HISTORY - 1965 MONUMENTED CGS HS2828 HISTORY - 1967 GOOD NGS HS2828 HISTORY - 1969 GOOD NGS HS2828 HISTORY - 19881114 GOOD NGS HS2828 HISTORY - 19900201 GOOD NGS HS2828 HISTORY - 20020817 GOOD USPSQD HS2828 HS2828 STATION DESCRIPTION HS2828 HS2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS2828'AT SAN JOSE. HS2828'AT SAN JOSE, AT THE SOUTHEAST CORNER OF THE JUNCTION OF MARKET HS2828'AND WEST ST. JAMES STREETS, 235 FEET WEST OF THE WEST CURB OF HS2828'NORTH FIRST STREET, 102 FEET SOUTH OF THE SOUTH CURB OF WEST ST. HS2828'JAMES STREET, VERTICALLY IN THE SOUTH WALL OF THE NORTH ONE OF HS2828'TWO ENTRANCES ON THE EAST SIDE OF THE SUPERIOR COURT BUILDING, HS2828'25 FEET EAST OF THE CENTER OF THE ENTRANCE DOOR, 0.7 FOOT WEST HS2828'OF A NORTHWEST CORNER, AND 4.2 FEET HIGHER THAN THE ENTRANCE HS2828'WALK. HS2828 HS2828 STATION RECOVERY (1969) HS2828 HS2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 HS2828'RECOVERED IN GOOD CONDITION. HS2828 HS2828 STATION RECOVERY (1988) HS2828 HS2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2828'RECOVERED IN GOOD CONDITION. HS2828 HS2828 STATION RECOVERY (1990) HS2828 HS2828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS2828'RECOVERED IN GOOD CONDITION. HS2828 HS2828 STATION RECOVERY (2002) HS2828 HS2828'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS2828'LOCATED INSIDE LOCKED FENCE AREA. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS4939 *********************************************************************** HS4939 DESIGNATION - SAN JOSE BANK AMER BLDG POLE HS4939 PID - HS4939 HS4939 STATE/COUNTY- CA/SANTA CLARA HS4939 USGS QUAD - SAN JOSE WEST (1980) HS4939 HS4939 *CURRENT SURVEY CONTROL HS4939 ___________________________________________________________________ HS4939* NAD 83(1992)- 37 20 09.57382(N) 121 53 24.58221(W) ADJUSTED HS4939* NAVD 88 - HS4939 ___________________________________________________________________ HS4939 EPOCH DATE - 1991.35 HS4939 LAPLACE CORR- 1.87 (seconds) DEFLEC99 HS4939 GEOID HEIGHT- -32.57 (meters) GEOID99 HS4939 HS4939 HORZ ORDER - THIRD HS4939 HS4939.The horizontal coordinates were established by classical geodetic methods HS4939.and adjusted by the National Geodetic Survey in March 1994. HS4939.The horizontal coordinates are valid at the epoch date displayed above. HS4939.The epoch date for horizontal control is a decimal equivalence HS4939.of Year/Month/Day. HS4939 HS4939 HS4939.The Laplace correction was computed from DEFLEC99 derived deflections. HS4939 HS4939.The geoid height was determined by GEOID99. HS4939 HS4939; North East Units Scale Converg. HS4939;SPC CA 3 - 593,694.128 1,876,816.020 MT 0.99995526 -0 51 04.0 HS4939;SPC CA 3 - 1,947,811.48 6,157,520.56 sFT 0.99995526 -0 51 04.0 HS4939;UTM 10 - 4,132,723.729 598,314.484 MT 0.99971906 +0 40 23.4 HS4939 HS4939 SUPERSEDED SURVEY CONTROL HS4939 HS4939 NAD 83(1986)- 37 20 09.57462(N) 121 53 24.57474(W) AD(1984.00) 4 HS4939 NAD 27 - 37 20 09.79300(N) 121 53 20.74300(W) AD( ) 3 HS4939 HS4939.Superseded values are not recommended for survey control. HS4939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4939.See file dsdata.txt to determine how the superseded data were derived. HS4939 HS4939 HISTORY - Date Condition Report By HS4939 HISTORY - 1947 FIRST OBSERVED CGS HS4939 HISTORY - 1958 GOOD USAF HS4939 HISTORY - 1962 GOOD CGS HS4939 HISTORY - 1969 GOOD CGS HS4939 HISTORY - 1975 GOOD NGS HS4939 HISTORY - 1977 GOOD NGS HS4939 HISTORY - 1985 GOOD USPSQD HS4939 HISTORY - 1985 GOOD USPSQD HS4939 HISTORY - 1986 GOOD USPSQD HS4939 HISTORY - 1986 GOOD USPSQD HS4939 HISTORY - 19950805 GOOD USPSQD HS4939 HISTORY - 20020817 GOOD USPSQD HS4939 HS4939 STATION DESCRIPTION HS4939 HS4939'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JTJ) HS4939'THE STATION IS THE VERY PROMINENT BANK OF AMERICA BUILDING HS4939'ON THE SOUTHEAST CORNER OF FIRST AND SANTA CLARA STREETS. HS4939'IT IS A 12 STORY BUILDING AND IT HAS A LARGE CUPOLA WITH A HS4939'GREEN LIGHT AND A WHITE POLE ON THE TOP OF CENTER OF THE HS4939'BUILDING. IT IS THE TALLEST BUILDING IN THE CITY OF SAN HS4939'JOSE. THE POINT OF INTERSECTION IS THE BALL ON THE TOP OF HS4939'THE WHITE POLE, THE HIGHEST POINT OF THE BUILDING. HS4939 HS4939 STATION RECOVERY (1958) HS4939 HS4939'RECOVERY NOTE BY US AIR FORCE 1958 HS4939'STATION RECOVERED AS DESCRIBED. THE POLE WAS NOT DISTURBED HS4939'SINCE CONSTRUCTED IN 1926. POLE HAS GOLD BALL ON TOP AND HS4939'VERTICAL GREEN NEON LIGHT AT BASE. TOWER COULD BE OCCUPIED HS4939'ON ECCENTRIC BUT DIRECTIONS ARE LIMITED TO CARDINALS DUE HS4939'TO THE CORNER COLUMNS. HS4939 HS4939 STATION RECOVERY (1962) HS4939 HS4939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ) HS4939'RECOVERED AS DESCRIBED IN GOOD CONDITION. HS4939 HS4939 STATION RECOVERY (1969) HS4939 HS4939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP) HS4939'THIS INTERSECTION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. HS4939' HS4939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN JOSE HS4939 HS4939 STATION RECOVERY (1975) HS4939 HS4939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) HS4939'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE PREVIOUS HS4939'DESCRIPTIONS ARE ADEQUATE. HS4939' HS4939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN JOSE HS4939 HS4939 STATION RECOVERY (1977) HS4939 HS4939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH) HS4939'RECOVERED AS DESCRIBED IN GOOD CONDITION. HS4939' HS4939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HS4939'IN CENTER OF SAN JOSE. HS4939 HS4939 STATION RECOVERY (1985) HS4939 HS4939'RECOVERY NOTE BY US POWER SQUADRON 1985 (ACM) HS4939'RECOVERED IN GOOD CONDITION. HS4939 HS4939 STATION RECOVERY (1985) HS4939 HS4939'RECOVERY NOTE BY US POWER SQUADRON 1985 (DSP) HS4939'RECOVERED IN GOOD CONDITION. HS4939 HS4939 STATION RECOVERY (1986) HS4939 HS4939'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4939'RECOVERED IN GOOD CONDITION. HS4939 HS4939 STATION RECOVERY (1986) HS4939 HS4939'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4939'RECOVERED IN GOOD CONDITION. HS4939 HS4939 STATION RECOVERY (1995) HS4939 HS4939'RECOVERY NOTE BY US POWER SQUADRON 1995 HS4939'RECOVERED IN GOOD CONDITION. HS4939 HS4939 STATION RECOVERY (2002) HS4939 HS4939'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS4939'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS4937 *********************************************************************** HS4937 DESIGNATION - SAN JOSE MEDICO DENTAL BLDG FLAGPOLE HS4937 PID - HS4937 HS4937 STATE/COUNTY- CA/SANTA CLARA HS4937 USGS QUAD - SAN JOSE WEST (1980) HS4937 HS4937 *CURRENT SURVEY CONTROL HS4937 ___________________________________________________________________ HS4937* NAD 83(1992)- 37 20 19.32164(N) 121 53 08.24645(W) ADJUSTED HS4937* NAVD 88 - HS4937 ___________________________________________________________________ HS4937 EPOCH DATE - 1991.35 HS4937 LAPLACE CORR- 1.87 (seconds) DEFLEC99 HS4937 GEOID HEIGHT- -32.57 (meters) GEOID99 HS4937 HS4937 HORZ ORDER - THIRD HS4937 HS4937.The horizontal coordinates were established by classical geodetic methods HS4937.and adjusted by the National Geodetic Survey in March 1994. HS4937.The horizontal coordinates are valid at the epoch date displayed above. HS4937.The epoch date for horizontal control is a decimal equivalence HS4937.of Year/Month/Day. HS4937 HS4937 HS4937.The Laplace correction was computed from DEFLEC99 derived deflections. HS4937 HS4937.The geoid height was determined by GEOID99. HS4937 HS4937; North East Units Scale Converg. HS4937;SPC CA 3 - 593,988.632 1,877,222.532 MT 0.99995492 -0 50 54.0 HS4937;SPC CA 3 - 1,948,777.70 6,158,854.26 sFT 0.99995492 -0 50 54.0 HS4937;UTM 10 - 4,133,028.871 598,712.924 MT 0.99972003 +0 40 33.4 HS4937 HS4937 SUPERSEDED SURVEY CONTROL HS4937 HS4937 NAD 83(1986)- 37 20 19.32224(N) 121 53 08.23904(W) AD(1984.00) 4 HS4937 NAD 27 - 37 20 19.54000(N) 121 53 04.40000(W) AD( ) 3 HS4937 HS4937.Superseded values are not recommended for survey control. HS4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4937.See file dsdata.txt to determine how the superseded data were derived. HS4937 HS4937_MARKER: 62 = FLAGPOLE HS4937 HS4937 HISTORY - Date Condition Report By HS4937 HISTORY - 1947 FIRST OBSERVED CGS HS4937 HISTORY - 1958 GOOD CGS HS4937 HISTORY - 1958 GOOD USAF HS4937 HISTORY - 1969 GOOD CGS HS4937 HISTORY - 1985 GOOD USPSQD HS4937 HISTORY - 1985 GOOD USPSQD HS4937 HISTORY - 1986 GOOD USPSQD HS4937 HISTORY - 1986 GOOD USPSQD HS4937 HISTORY - 19950805 GOOD USPSQD HS4937 HISTORY - 20020817 GOOD USPSQD HS4937 HS4937 STATION DESCRIPTION HS4937 HS4937'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH) HS4937'THE STATION IS THE WHITE FLAGPOLE ATOP THE MEDICO-DENTAL BUILDING HS4937'ON THE CORNER OF SIXTH AND SANTA CLARA STREETS IN THE TOWN OF HS4937'SAN JOSE. HS4937' HS4937'THE BUILDING IS A NINE STORY CONCRETE STRUCTURE THAT OCCUPIES HS4937'THE LOT ON THE NORTHWEST CORNER OF THE INTERSECTION OF SIXTH AND HS4937'SANTA CLARA STREETS. THE FLAGPOLE IS ON THE ROOF OF THE HS4937'STRUCTURE AND IS ABOUT 12 FEET HIGH, PAINTED WHITE WITH A BRASS HS4937'BALL ON THE TOP. HS4937 HS4937 STATION RECOVERY (1958) HS4937 HS4937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) HS4937'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1947 HS4937'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FACT THAT THE MEDIC-DENTAL HS4937'BUILDING IS 11 STORIES HIGH AND NOT 9. HS4937 HS4937 STATION RECOVERY (1958) HS4937 HS4937'RECOVERY NOTE BY US AIR FORCE 1958 HS4937'STATION RECOVERED AS DESCRIBED, EXCEPT POLE IS APPROXIMATELY HS4937'25 FEET HIGH AND IS NOT ON HIGHEST PART OF ROOF, WALL AROUND HS4937'ROOF TOP, THE HIGHEST PORTION OF ROOF COULD BE OCCUPIED ON HS4937'ECCENTRIC. POLE UNDISTURBED SINCE 1938. HS4937 HS4937 STATION RECOVERY (1969) HS4937 HS4937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP) HS4937'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS HS4937'DESCRIBED. HS4937' HS4937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN JOSE HS4937 HS4937 STATION RECOVERY (1985) HS4937 HS4937'RECOVERY NOTE BY US POWER SQUADRON 1985 (ACM) HS4937'RECOVERED IN GOOD CONDITION. HS4937 HS4937 STATION RECOVERY (1985) HS4937 HS4937'RECOVERY NOTE BY US POWER SQUADRON 1985 (DSP) HS4937'RECOVERED IN GOOD CONDITION. HS4937 HS4937 STATION RECOVERY (1986) HS4937 HS4937'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4937'RECOVERED IN GOOD CONDITION. HS4937 HS4937 STATION RECOVERY (1986) HS4937 HS4937'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4937'RECOVERED IN GOOD CONDITION. HS4937 HS4937 STATION RECOVERY (1995) HS4937 HS4937'RECOVERY NOTE BY US POWER SQUADRON 1995 HS4937'RECOVERED IN GOOD CONDITION. HS4937 HS4937 STATION RECOVERY (2002) HS4937 HS4937'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS4937'NOW CALLED VINTAGE TOWER, 235 SANTA CLARA STREET 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS4936 *********************************************************************** HS4936 DESIGNATION - SAN JOSE ST JOSEPHS CHURCH CROSS HS4936 PID - HS4936 HS4936 STATE/COUNTY- CA/SANTA CLARA HS4936 USGS QUAD - SAN JOSE WEST (1980) HS4936 HS4936 *CURRENT SURVEY CONTROL HS4936 ___________________________________________________________________ HS4936* NAD 83(1992)- 37 20 02.77661(N) 121 53 25.41129(W) ADJUSTED HS4936* NAVD 88 - HS4936 ___________________________________________________________________ HS4936 EPOCH DATE - 1991.35 HS4936 LAPLACE CORR- 1.90 (seconds) DEFLEC99 HS4936 GEOID HEIGHT- -32.57 (meters) GEOID99 HS4936 HS4936 HORZ ORDER - THIRD HS4936 HS4936.The horizontal coordinates were established by classical geodetic methods HS4936.and adjusted by the National Geodetic Survey in March 1994. HS4936.The horizontal coordinates are valid at the epoch date displayed above. HS4936.The epoch date for horizontal control is a decimal equivalence HS4936.of Year/Month/Day. HS4936 HS4936 HS4936.The Laplace correction was computed from DEFLEC99 derived deflections. HS4936 HS4936.The geoid height was determined by GEOID99. HS4936 HS4936; North East Units Scale Converg. HS4936;SPC CA 3 - 593,484.913 1,876,792.502 MT 0.99995550 -0 51 04.5 HS4936;SPC CA 3 - 1,947,125.09 6,157,443.40 sFT 0.99995550 -0 51 04.5 HS4936;UTM 10 - 4,132,514.012 598,296.543 MT 0.99971902 +0 40 22.8 HS4936 HS4936 SUPERSEDED SURVEY CONTROL HS4936 HS4936 NAD 83(1986)- 37 20 02.77706(N) 121 53 25.40321(W) AD(1984.00) 4 HS4936 NAD 27 - 37 20 02.99000(N) 121 53 21.57000(W) AD( ) 3 HS4936 HS4936.Superseded values are not recommended for survey control. HS4936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4936.See file dsdata.txt to determine how the superseded data were derived. HS4936 HS4936_MARKER: 91 = CHURCH CROSS HS4936 HS4936 HISTORY - Date Condition Report By HS4936 HISTORY - 1947 FIRST OBSERVED CGS HS4936 HISTORY - 1958 GOOD CGS HS4936 HISTORY - 1958 GOOD USAF HS4936 HISTORY - 1962 GOOD CGS HS4936 HISTORY - 1969 GOOD CGS HS4936 HISTORY - 1985 GOOD USPSQD HS4936 HISTORY - 1985 GOOD USPSQD HS4936 HISTORY - 1986 GOOD USPSQD HS4936 HISTORY - 1986 GOOD USPSQD HS4936 HISTORY - 19950805 GOOD USPSQD HS4936 HISTORY - 20020817 GOOD USPSQD HS4936 HS4936 STATION DESCRIPTION HS4936 HS4936'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JTJ) HS4936'THE STATION IS THE LARGE DONE ON THE ST. JOSEPHS CHURCH ON THE HS4936'CORNER OF SAN FERNANDO STREET AND MARKET STREET IN SAN JOSE. HS4936'THE LARGE DOME IS SURROUNDED BY 4 SMALLER DOMES AND IS ABOUT HS4936'60 FEET EAST OF THE TWO SMALL DOMES THAT MARK THE FRONT CORNERS HS4936'OF THE CHURCH. THE POINT INTERSECTED IS THE TOP OF THE CROSS ON HS4936'THE TOP OF THE LARGE DOME. HS4936 HS4936 STATION RECOVERY (1958) HS4936 HS4936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) HS4936'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1947 DESCRIPTION HS4936'IS ADEQUATE. HS4936 HS4936 STATION RECOVERY (1958) HS4936 HS4936'RECOVERY NOTE BY US AIR FORCE 1958 HS4936'STATION RECOVERED AS DESCRIBED. HS4936 HS4936 STATION RECOVERY (1962) HS4936 HS4936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ) HS4936'RECOVERED AS DESCRIBED IN GOOD CONDITION. HS4936 HS4936 STATION RECOVERY (1969) HS4936 HS4936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP) HS4936'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS HS4936'DESCRIBED. HS4936' HS4936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN JOSE HS4936 HS4936 STATION RECOVERY (1985) HS4936 HS4936'RECOVERY NOTE BY US POWER SQUADRON 1985 (ACM) HS4936'RECOVERED IN GOOD CONDITION. HS4936 HS4936 STATION RECOVERY (1985) HS4936 HS4936'RECOVERY NOTE BY US POWER SQUADRON 1985 (DSP) HS4936'RECOVERED IN GOOD CONDITION. HS4936 HS4936 STATION RECOVERY (1986) HS4936 HS4936'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4936'RECOVERED IN GOOD CONDITION. HS4936 HS4936 STATION RECOVERY (1986) HS4936 HS4936'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4936'RECOVERED IN GOOD CONDITION. HS4936 HS4936 STATION RECOVERY (1995) HS4936 HS4936'RECOVERY NOTE BY US POWER SQUADRON 1995 HS4936'RECOVERED IN GOOD CONDITION. HS4936 HS4936 STATION RECOVERY (2002) HS4936 HS4936'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJS) HS4936'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS4933 *********************************************************************** HS4933 DESIGNATION - SCOTT HS4933 PID - HS4933 HS4933 STATE/COUNTY- CA/SANTA CLARA HS4933 USGS QUAD - SAN JOSE WEST (1980) HS4933 HS4933 *CURRENT SURVEY CONTROL HS4933 ___________________________________________________________________ HS4933* NAD 83(1992)- 37 21 07.98816(N) 121 57 38.51083(W) ADJUSTED HS4933* NAVD 88 - 25.4 (meters) 83. (feet) VERTCON HS4933 ___________________________________________________________________ HS4933 EPOCH DATE - 1991.35 HS4933 LAPLACE CORR- 1.04 (seconds) DEFLEC99 HS4933 GEOID HEIGHT- -32.63 (meters) GEOID99 HS4933 HS4933 HORZ ORDER - SECOND HS4933 HS4933.The horizontal coordinates were established by classical geodetic methods HS4933.and adjusted by the National Geodetic Survey in March 1994. HS4933.The horizontal coordinates are valid at the epoch date displayed above. HS4933.The epoch date for horizontal control is a decimal equivalence HS4933.of Year/Month/Day. HS4933 HS4933.The NAVD 88 height was computed by applying the VERTCON shift value to HS4933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS4933 HS4933.The Laplace correction was computed from DEFLEC99 derived deflections. HS4933 HS4933.The geoid height was determined by GEOID99. HS4933 HS4933; North East Units Scale Converg. HS4933;SPC CA 3 - 595,589.877 1,870,594.362 MT 0.99995326 -0 53 39.4 HS4933;SPC CA 3 - 1,954,031.12 6,137,108.34 sFT 0.99995326 -0 53 39.4 HS4933;UTM 10 - 4,134,452.855 592,046.111 MT 0.99970436 +0 37 50.2 HS4933 HS4933: Primary Azimuth Mark Grid Az HS4933:SPC CA 3 - SCOTT AZ MK 088 27 55.1 HS4933:UTM 10 - SCOTT AZ MK 086 56 25.5 HS4933 HS4933|---------------------------------------------------------------------| HS4933| PID Reference Object Distance Geod. Az | HS4933| dddmmss.s | HS4933| DB3369 SCOTT RM 3 3.270 METERS 08550 | HS4933| DB3366 SCOTT AZ MK 0873415.7 | HS4933| DB3367 SCOTT RM 1 19.355 METERS 08849 | HS4933| DB3370 SCOTT RM 4 33.428 METERS 23420 | HS4933| DB3368 SCOTT RM 2 15.349 METERS 27019 | HS4933|---------------------------------------------------------------------| HS4933 HS4933 SUPERSEDED SURVEY CONTROL HS4933 HS4933 NAD 83(1986)- 37 21 07.98832(N) 121 57 38.50578(W) AD(1984.00) 2 HS4933 NAD 27 - 37 21 08.20000(N) 121 57 34.65900(W) AD( ) 2 HS4933 NGVD 29 - 24.6 (m) 81. (f) VERT ANG HS4933 HS4933.Superseded values are not recommended for survey control. HS4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4933.See file dsdata.txt to determine how the superseded data were derived. HS4933 HS4933_MARKER: DS = TRIANGULATION STATION DISK HS4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS4933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS4933+STABILITY: SURFACE MOTION HS4933 HS4933 HISTORY - Date Condition Report By HS4933 HISTORY - 1957 MONUMENTED CGS HS4933 HISTORY - 1958 GOOD CGS HS4933 HISTORY - 1958 GOOD CGS HS4933 HISTORY - 1968 GOOD CGS HS4933 HISTORY - 1969 GOOD CGS HS4933 HISTORY - 1986 GOOD USPSQD HS4933 HISTORY - 1986 GOOD USPSQD HS4933 HISTORY - 20020812 GOOD USPSQD HS4933 HS4933 STATION DESCRIPTION HS4933 HS4933'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE) HS4933'THE STATION IS LOCATED ON CLAY STREET (U.S. HIGHWAY NO. 101) HS4933'IN THE NORTHWEST PART OF SANTA CLARA, ABOUT 125 YARDS WEST HS4933'OF THE CENTER OF SCOTT LANE, ABOUT 110 YARDS SOUTH OF THE SANTA HS4933'CLARA POST OFFICE SUB-STATION NO. 1, 110 FEET NORTHWEST OF HS4933'A MACHINE SHED OF THE BLOCK PACKING CO., 66 FEET WEST OF A HS4933'POWERLINE POLE NEAR A FIRE PLUG AND 54 FEET SOUTH OF THE HS4933'CENTER OF U.S. HIGHWAY NO. 101. THE MARK IS SET FLUSH WITH HS4933'THE SURFACE OF THE GROUND AND IS STAMPED SCOTT 1957. HS4933' HS4933'REFERENCE MARK NO. 1 IS 53 FEET SOUTH OF THE CENTER OF U.S. HS4933'HIGHWAY NO. 101 AND 16 FEET WEST OF A POWERLINE POLE NEAR A FIRE HS4933'PLUG. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND HS4933'AND IS STAMPED SCOTT R.M. 1 1957. HS4933' HS4933'REFERENCE MARK NO. 2 IS 53 FEET SOUTH OF THE CENTER OF U.S. HS4933'HIGHWAY NO. 101 AND 27 FEET EAST OF A POWERLINE POLE. THE HS4933'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS HS4933'STAMPED SCOTT R.M. 2 1957. HS4933' HS4933'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE SOUTH HS4933'CURB OF U.S. HIGHWAY NO. 101 IN FRONT OF HOUSE NO. 1456, HS4933'30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 101, 17 FEET HS4933'EAST OF THE CENTER OF A DRIVEWAY AND 8 FEET NORTHWEST OF A HS4933'POWERLINE POLE WITH TRANSFORMERS. THE MARK IS STAMPED SCOTT HS4933'1957. HS4933' HS4933'TO REACH THE STATION FROM THE SANTA CLARA POST OFFICE SUB-STATION HS4933'NO. 1, GO SOUTH ACROSS U.S. HIGHWAY NO. 101 FOR ABOUT 110 YARDS HS4933'TO THE STATION AS DESCRIBED. HS4933' HS4933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HS4933'HIGHWAY NO. 101 FOR 0.25 MILE TO THE MARK ON RIGHT AS DESCRIBED. HS4933' HS4933'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS. HS4933 HS4933 STATION RECOVERY (1958) HS4933 HS4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) HS4933'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED HS4933'AND FOUND TO BE IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE HS4933'EXCEPT THE STATION IS LOCATED ON THE WEST SIDE OF THE OAKLAND HS4933'ROAD WHICH WAS FORMERLY STATE HIGHWAY 17. THE EAST SHORE HS4933'FREEWAY, WHICH IS ABOUT 3/4 MILE TO THE WEST, IS NOW STATE HS4933'HIGHWAY 17. HS4933 HS4933 STATION RECOVERY (1958) HS4933 HS4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) HS4933'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED HS4933'IN GOOD CONDITION AND THE 1957 DESCRIPTION IS ADEQUATE EXCEPT HS4933'THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE IN ERROR. HS4933 HS4933 STATION RECOVERY (1968) HS4933 HS4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RMS) HS4933'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. THE SURFACE HS4933'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND TO HAVE HS4933'BEEN GRADED OUT OF THE GROUND DURING CONSTRUCTION. THE UNDERGROUND HS4933'STATION MARK WAS RECOVERED IN GOOD CONDITION. TWO NEW REFERENCE HS4933'MARKS WERE SET ON THIS DATE. A COMPLETE DESCRIPTION FOLLOWS-- HS4933' HS4933'THE STATION IS LOCATED IN THE WEST PART OF SANTA CLARA, WEST HS4933'OF SCOTT BOULEVARD AND ON THE SOUTH SIDE OF EL CAMINO REAL. HS4933' HS4933'TO REACH THE STATION FROM THE CIVIC CENTER AT SANTA CLARA HS4933'GO WEST ON EL CAMINO REAL 0.3 MILE TO THE STATION ON THE LEFT. HS4933' HS4933'THE STATION MARK IS A COAST AND GEODETIC SURVEY TRIANGULATION HS4933'STATION DISK STAMPED SCOTT 1957 SET IN THE TOP OF A BLOCK OF HS4933'CONCRETE 1.8 FEET BENEATH A 5-INCH METAL COVER SET FLUSH HS4933'WITH THE SURFACE OF A CONCRETE DRIVEWAY LEADING FROM A LARGE HS4933'PARKING AREA AND IS 359 FEET WEST OF THE CENTERLINE OF SCOTT HS4933'BOULEVARD, 52.6 FEET SOUTH OF THE CENTERLINE OF EL CAMINO REAL, HS4933'62.1 FEET WEST OF A FIRE HYDRANT, 20.1 FEET WEST OF A METAL HS4933'LIGHT POLE, 7.2 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, HS4933'AND 1.1 FEET SOUTH OF THE FACE OF THE CURB. HS4933' HS4933'REFERENCE MARK 3 IS A COAST AND GEODETIC SURVEY REFERENCE HS4933'MARK DISK STAMPED SCOTT NO 3 1957 1968 CEMENTED IN A DRILL HS4933'HOLE IN THE TOP OF THE CONCRETE CURB AT THE WEST END OF A HS4933'STORM DRAIN AND IS 51.7 FEET SOUTH OF THE CENTERLINE OF EL HS4933'CAMINO REAL, 9.4 FEET WEST OF A METAL LIGHT POLE, AND 0.2 HS4933'FOOT SOUTH OF THE FACE OF THE CURB. HS4933' HS4933'REFERENCE MARK 4 IS A COAST AND GEODETIC SURVEY REFERENCE HS4933'MARK DISK STAMPED SCOTT NO 4 1957 1968 CEMENTED IN A DRILL HS4933'HOLE IN THE TOP OF THE 3-FOOT SQUARE CONCRETE BASE FOR A HS4933'METAL LIGHT POLE AND IS 101.0 FEET EAST OF A CHAIN-LINK FENCE HS4933'ON THE EAST SIDE OF A WELLS FARGO BANK BUILDING, 65.2 FEET HS4933'SOUTH OF THE SOUTH CURB OF EL CAMINO REAL, AND 0.6 FOOT HS4933'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE. HS4933' HS4933'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF EL CAMINO HS4933'REAL AND IS A COAST AND GEODETIC SURVEY AZIMUTH MARK DISK STAMPED HS4933'SCOTT 1957 CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE HS4933'CURB AND IS 150 FEET EAST OF THE CENTERLINE OF JEFFERSON HS4933'STREET, 45 FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE HS4933'HOUSE AT 1456 EL CAMINO REAL, 28.3 FEET SOUTH OF THE CENTERLINE HS4933'OF EL CAMINO REAL, AND 8.2 FEET NORTHWEST OF A POWERLINE POLE. HS4933' HS4933'TO REACH THE AZIMUTH MARK FROM THE CIVIC CENTER AT SANTA HS4933'CLARA GO EAST ON EL CAMINO REAL 0.1 MILE TO THE AZIMUTH MARK HS4933'ON THE RIGHT. HS4933 HS4933 STATION RECOVERY (1969) HS4933 HS4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP) HS4933'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE HS4933'1968 RECOVERY NOTE. HS4933' HS4933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SANTA CLARA HS4933 HS4933 STATION RECOVERY (1986) HS4933 HS4933'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4933'RECOVERED IN GOOD CONDITION. HS4933 HS4933 STATION RECOVERY (1986) HS4933 HS4933'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4933'RECOVERED IN GOOD CONDITION. HS4933 HS4933 STATION RECOVERY (2002) HS4933 HS4933'RECOVERY NOTE BY US POWER SQUADRON 2002 (DSS) HS4933'DB3369 SCOTT RM 3, GOOD CONDITION HS4933' HS4933'DB3370 SCOTT RM 4, NOT FOUND HS4933' HS4933'DB3366 SCOTT AZIMUTH NOT FOUND. HOUSE IS NOW A CAR LOT, AND EL CAMINO HS4933'ROAD WAS WIDENED IN 1994. MARK IS BELIEVED TO BE PAVED OVER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT1611 *********************************************************************** HT1611 DESIGNATION - T 1077 HT1611 PID - HT1611 HT1611 STATE/COUNTY- CA/SANTA CLARA HT1611 USGS QUAD - CUPERTINO (1991) HT1611 HT1611 *CURRENT SURVEY CONTROL HT1611 ___________________________________________________________________ HT1611* NAD 83(1986)- 37 18 22. (N) 122 02 42. (W) SCALED HT1611* NAVD 88 - 104.88 (+/-2cm) 344.1 (feet) VERTCON HT1611 ___________________________________________________________________ HT1611 GEOID HEIGHT- -32.57 (meters) GEOID99 HT1611 HT1611 VERT ORDER - FIRST CLASS II (See Below) HT1611 HT1611.The horizontal coordinates were scaled from a topographic map and have HT1611.an estimated accuracy of +/- 6 seconds. HT1611 HT1611.The NAVD 88 height was computed by applying the VERTCON shift value to HT1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1611.The vertical order pertains to the superseded datum. HT1611 HT1611.The geoid height was determined by GEOID99. HT1611 HT1611; North East Units Estimated Accuracy HT1611;SPC CA 3 - 590,590. 1,863,040. MT (+/- 180 meters Scaled) HT1611 HT1611 SUPERSEDED SURVEY CONTROL HT1611 HT1611 NGVD 29 - 104.04 (m) 341.3 (f) COMPUTED 1 2 HT1611 HT1611.Superseded values are not recommended for survey control. HT1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1611.See file dsdata.txt to determine how the superseded data were derived. HT1611 HT1611_MARKER: DB = BENCH MARK DISK HT1611_SETTING: 36 = ABUTMENT HT1611_STAMPING: T 1077 1967 HT1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1611 HT1611 HISTORY - Date Condition Report By HT1611 HISTORY - 1967 MONUMENTED CGS HT1611 HISTORY - 20020817 GOOD USPSQD HT1611 HT1611 STATION DESCRIPTION HT1611 HT1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 HT1611'3.5 MI N FROM SARATOGA. HT1611'2.0 MILES NORTH ALONG SUNNYVALE-SARATOGA ROAD FROM THE POST HT1611'OFFICE AT SARATOGA, THENCE 1.5 MILES NORTHWEST ALONG THE HT1611'SOUTHERN PACIFIC COMPANY RAILROAD, 0.45 MILE NORTHWEST OF THE HT1611'CROSSING OF RAINBOW DRIVE, IN THE TOP OF THE NORTHEAST END HT1611'OF THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER HT1611'REGNART CREEK, 6.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.4 HT1611'FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, AND ABOUT HT1611'1 FOOT LOWER THAN THE TRACK. HT1611 HT1611 STATION RECOVERY (2002) HT1611 HT1611'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMB) HT1611'SPRAY PAINTED ON CONCRETE ABUTMENT AND ON VERTICAL STEEL I-BEAM THAT HT1611'IS VISIBLE FROM RR TRACKS. BEST ACCESS IS FROM RAINBOW ROAD, GO 0.45 HT1611'MILES BEARING 341 DEG TRUE FROM INTERSECTION OF RAINBOW ROAD AND RR HT1611'TRACKS. WGS 84, LAT 37 18 26.1 N, LO 122 02 45.6 W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT1605 *********************************************************************** HT1605 DESIGNATION - V 878 HT1605 PID - HT1605 HT1605 STATE/COUNTY- CA/SANTA CLARA HT1605 USGS QUAD - CUPERTINO (1991) HT1605 HT1605 *CURRENT SURVEY CONTROL HT1605 ___________________________________________________________________ HT1605* NAD 83(1986)- 37 17 36. (N) 122 02 11. (W) SCALED HT1605* NAVD 88 - 99.68 (+/-2cm) 327.0 (feet) VERTCON HT1605 ___________________________________________________________________ HT1605 GEOID HEIGHT- -32.56 (meters) GEOID99 HT1605 HT1605 VERT ORDER - FIRST CLASS II (See Below) HT1605 HT1605.The horizontal coordinates were scaled from a topographic map and have HT1605.an estimated accuracy of +/- 6 seconds. HT1605 HT1605.The NAVD 88 height was computed by applying the VERTCON shift value to HT1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1605.The vertical order pertains to the superseded datum. HT1605 HT1605.The geoid height was determined by GEOID99. HT1605 HT1605; North East Units Estimated Accuracy HT1605;SPC CA 3 - 589,160. 1,863,780. MT (+/- 180 meters Scaled) HT1605 HT1605 SUPERSEDED SURVEY CONTROL HT1605 HT1605 NGVD 29 - 98.838 (m) 324.27 (f) ADJ UNCH 1 2 HT1605 HT1605.Superseded values are not recommended for survey control. HT1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1605.See file dsdata.txt to determine how the superseded data were derived. HT1605 HT1605_MARKER: DB = BENCH MARK DISK HT1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HT1605_STAMPING: V 878 1954 HT1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HT1605+STABILITY: SURFACE MOTION HT1605 HT1605 HISTORY - Date Condition Report By HT1605 HISTORY - 1954 MONUMENTED CGS HT1605 HISTORY - 1967 GOOD NGS HT1605 HISTORY - 20020817 MARK NOT FOUND USPSQD HT1605 HT1605 STATION DESCRIPTION HT1605 HT1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HT1605'2.8 MI N FROM SARATOGA. HT1605'2.0 MILES NORTH ALONG SUNNYVALE-SARATOGA ROAD FROM THE POST HT1605'OFFICE AT SARATOGA, THENCE 0.6 MILE NORTHWEST ALONG THE SOUTHERN HT1605'PACIFIC COMPANY RAILROAD, THENCE 0.2 MILE EAST ALONG PROSPECT HT1605'ROAD, ON THE PROPERTY OF MRS. LENNIS, 61 FEET SOUTH OF THE CENTER HT1605'LINE OF THE ROAD, 63.0 FEET WEST OF THE NORTHWEST CORNER OF HT1605'THE FARMHOUSE, 11 FEET WEST OF A LONE 24-INCH CEDAR TREE, 8.2 HT1605'FEET SOUTH OF SANTA CLARA VALLEY WATER CONSERVATION DISTRICT HT1605'WELL NO. 49, 1.9 FEET NORTH OF A 1 1/2-INCH GALVANIZED IRON HT1605'PIPE PROJECTING 1.6 FEET ABOVE THE GROUND, ABOUT LEVEL WITH HT1605'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING HT1605'0.1 FOOT ABOVE THE GROUND. HT1605 HT1605 STATION RECOVERY (2002) HT1605 HT1605'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMB) HT1605'THE OLD FARMHOUSE STILL EXISTS, AT 20718 PROSPECT ROAD, WITH DIFFERENT HT1605'OWNERS. YARD IS FULLY LANDSCAPED. CURRENT RESIDENTS ARE UNAWARE OF ANY HT1605'MARKER. LONE CEDAR TREE STILL EXITS. THE SANTA CLARA WATER CO. WELL IS HT1605'NEXT DOOR AT 20716 PROSPECT ROAD (SEE PID HT 1606). 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HS4911 *********************************************************************** HS4911 CBN - This is a Cooperative Base Network Control Station. HS4911 DESIGNATION - VASONA HS4911 PID - HS4911 HS4911 STATE/COUNTY- CA/SANTA CLARA HS4911 USGS QUAD - LOS GATOS (1980) HS4911 HS4911 *CURRENT SURVEY CONTROL HS4911 ___________________________________________________________________ HS4911* NAD 83(1998)- 37 14 49.89761(N) 121 57 58.38376(W) ADJUSTED HS4911* NAVD 88 - 93.779 (meters) 307.67 (feet) ADJUSTED HS4911 ___________________________________________________________________ HS4911 EPOCH DATE - 1998.50 HS4911 X - -2,691,294.165 (meters) COMP HS4911 Y - -4,312,627.095 (meters) COMP HS4911 Z - 3,839,303.937 (meters) COMP HS4911 LAPLACE CORR- -0.74 (seconds) DEFLEC99 HS4911 ELLIP HEIGHT- 61.21 (meters) GPS OBS HS4911 GEOID HEIGHT- -32.52 (meters) GEOID99 HS4911 DYNAMIC HT - 93.709 (meters) 307.44 (feet) COMP HS4911 MODELED GRAV- 979,884.7 (mgal) NAVD 88 HS4911 HS4911 HORZ ORDER - A HS4911 VERT ORDER - FIRST CLASS II HS4911 ELLP ORDER - THIRD CLASS I HS4911 HS4911.ITRF positions are available for this station. HS4911.The horizontal coordinates were established by GPS observations HS4911.and adjusted by the National Geodetic Survey in April 2000. HS4911.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS4911.DATUM ITEM on the data sheet items page. HS4911.The horizontal coordinates are valid at the epoch date displayed above. HS4911.The epoch date for horizontal control is a decimal equivalence HS4911.of Year/Month/Day. HS4911 HS4911.The orthometric height was determined by differential leveling HS4911.and adjusted by the National Geodetic Survey in February 1993. HS4911 HS4911.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS4911 HS4911.The Laplace correction was computed from DEFLEC99 derived deflections. HS4911 HS4911.The ellipsoidal height was determined by GPS observations HS4911.and is referenced to NAD 83. HS4911 HS4911.The geoid height was determined by GEOID99. HS4911 HS4911.The dynamic height is computed by dividing the NAVD 88 HS4911.geopotential number by the normal gravity value computed on the HS4911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS4911.degrees latitude (g = 980.6199 gals.). HS4911 HS4911.The modeled gravity was interpolated from observed gravity values. HS4911 HS4911; North East Units Scale Converg. HS4911;SPC CA 3 - 583,943.384 1,869,922.750 MT 0.99996760 -0 53 51.6 HS4911;SPC CA 3 - 1,915,820.92 6,134,904.89 sFT 0.99996760 -0 53 51.6 HS4911;UTM 10 - 4,122,795.608 591,684.606 MT 0.99970355 +0 37 32.7 HS4911 HS4911: Primary Azimuth Mark Grid Az HS4911:SPC CA 3 - ST JOSEPHS 192 26 53.8 HS4911:UTM 10 - ST JOSEPHS 190 55 29.5 HS4911 HS4911|---------------------------------------------------------------------| HS4911| PID Reference Object Distance Geod. Az | HS4911| dddmmss.s | HS4911| HS5388 VASONA RM 1 4.863 METERS 15732 | HS4911| HS4916 ST JOSEPHS APPROX. 4.7 KM 1913302.2 | HS4911| HS5389 VASONA RM 2 4.689 METERS 24507 | HS4911|---------------------------------------------------------------------| HS4911 HS4911 SUPERSEDED SURVEY CONTROL HS4911 HS4911 NAD 83(1992)- 37 14 49.89140(N) 121 57 58.37697(W) AD(1991.35) 1 HS4911 ELLIP HT - 61.30 (m) GP(1991.35) 4 2 HS4911 NAD 83(1992)- 37 14 49.89131(N) 121 57 58.37694(W) AD(1991.35) 2 HS4911 ELLIP HT - 61.30 (m) GP(1991.35) 4 1 HS4911 NAD 83(1986)- 37 14 49.89440(N) 121 57 58.36911(W) AD(1984.00) 2 HS4911 NAD 27 - 37 14 50.09771(N) 121 57 54.52632(W) AD( ) 2 HS4911 NGVD 29 - 92.943 (m) 304.93 (f) ADJUSTED 1 2 HS4911 HS4911.Superseded values are not recommended for survey control. HS4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4911.See file dsdata.txt to determine how the superseded data were derived. HS4911 HS4911_MARKER: DD = SURVEY DISK HS4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS4911_STAMPING: VASONA 1972 HS4911_MARK LOGO: CADH HS4911_PROJECTION: FLUSH HS4911_MAGNETIC: N = NO MAGNETIC MATERIAL HS4911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS4911+STABILITY: SURFACE MOTION HS4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4911+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998 HS4911 HS4911 HISTORY - Date Condition Report By HS4911 HISTORY - 1972 MONUMENTED CADT HS4911 HISTORY - 1972 GOOD CADH HS4911 HISTORY - 1985 GOOD USPSQD HS4911 HISTORY - 19900212 GOOD NGS HS4911 HISTORY - 19920430 GOOD CA-085 HS4911 HISTORY - 19980715 GOOD CA-085 HS4911 HISTORY - 20020817 GOOD USPSQD HS4911 HS4911 STATION DESCRIPTION HS4911 HS4911'DESCRIBED BY CALTRANS 1972 (JB) HS4911'THE STATION IS LOCATED ON THE TOP OF VASONA EARTH FILLED DAM HS4911'ABOUT 2.0 MILES NORTHEAST OF THE TOWN OF LOS GATOS, AND ABOUT HS4911'180 FEET EASTERLY OF UNIVERSITY AVE. HS4911' HS4911'TO REACH THE STATION FROM U.S. POST OFFICE IN LOS GATOS AT HS4911'THE INTERSECTION OF SANTA CRUZ AVE. AND BROADWAY, GO NORTH HS4911'ALONG SANTA CRUZ AVE. THROUGH THE TOWN OF LOS GATOS FOR 1.0 HS4911'MILE TO BLOSSOM HILL RD. ON RT. GO 0.1 MILE TO THE INTERSECTION HS4911'OF UNIVERSITY AVE. TURN LEFT ONTO UNIVERSITY AVE AND GO HS4911'NORTHERLY 1.0 MILE TO VASONA DAM. GO 180 FEET EASTERLY FROM HS4911'EAST EDGE OF UNIVERSITY ROADWAY ALONG THE TOP OF THE DAM TO HS4911'THE STATION MARK. HS4911' HS4911'THE STATION MARK IS A CALIFORNIA DIVISION OF HIGHWAYS STATION HS4911'DISK STAMPED VASONA 1972 SET IN AN 18 INCH CONCRETE CYLINDER HS4911'PROJECTING 0.1 FOOT ABOVE THE SURFACE AND IS 12 FEET NORTH HS4911'OF THE TOP OF THE DAM FACE, AND IS AT THE APPROXIMATE CENTER HS4911'OF THE DAM. HS4911' HS4911'A SUB SURFACE STATION MARK WAS SET FOR THIS STATION. IT IS HS4911'A CALIF. DIVISION OF HIGHWAYS STATION DISK STAMPED VASONA HS4911'1972 SET IN A 1 FOOT CONCRETE BLOCK DIRECTLY BELOW THE STATION. HS4911' HS4911'REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS DISK HS4911'WITH AN ARROW POINTING TOWARD THE STATION AND STAMPED VASONA HS4911'NO. 1 1972 SET IN A DRILL HOLE IN TOP OF CONCRETE DAM FACE HS4911'2 FEET ABOVE THE GROUND AND ABOUT 2 FEET HIGHER THAN THE HS4911'STATION MARK. HS4911' HS4911'REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS DISK HS4911'WITH AN ARROW POINTING TOWARD THE STATION AND STAMPED VASONA HS4911'NO. 2 1972 SET IN A DRILL HOLE IN TOP OF CONCRETE DAM FACE HS4911'2 FEET ABOVE THE GROUND AND ABOUT 2 FEET HIGHER THAN THE HS4911'STATION MARK. HS4911' HS4911'NO AZIMUTH MARK WAS SET FOR THIS STATION. HS4911 HS4911 STATION RECOVERY (1972) HS4911 HS4911'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 HS4911'RECOVERED IN GOOD CONDITION. HS4911 HS4911 STATION RECOVERY (1985) HS4911 HS4911'RECOVERY NOTE BY US POWER SQUADRON 1985 (RJS) HS4911'RECOVERED IN GOOD CONDITION. HS4911 HS4911 STATION RECOVERY (1990) HS4911 HS4911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS4911'3.3 KM (2.05 MI) NORTHERLY ALONG UNIVERSITY AVENUE FROM ITS JUNCTION HS4911'WITH MAIN STREET IN LOS GATOS, AT VASONA DAM, 60.1 M (197.18 FT) EAST HS4911'OF THE CENTERLINE OF THE AVENUE, 53.3 M (174.87 FT) EAST OF BENCH HS4911'MARK 386, 36.9 M (121.06 FT) WEST OF THE WEST RETAINING WALL OF THE HS4911'SPILLWAY, 3.4 M (11.15 FT) NORTH OF THE DAM FACE, AND IN A CONCRETE HS4911'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. HS4911 HS4911 STATION RECOVERY (1992) HS4911 HS4911'RECOVERY NOTE BY SANTA CLARA COUNTY CALIFORNIA 1992 (JLP) HS4911'THE STATION WAS RECOVERED. A NEW TO REACH FOLLOWS. HS4911' HS4911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 17 IN HS4911'THE TOWN OF LOS GATOS, GO WEST ON STATE HIGHWAY 9 (SARATOGA AVENUE) HS4911'FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH UNIVERSITY AVENUE. TURN HS4911'RIGHT AND GO NORTH ON UNIVERSITY AVENUE FOR 1.6 MI (2.6 KM) TO THE HS4911'VASONA DAM ACCESS ROAD ON THE RIGHT. TURN RIGHT AND GO EAST ON THE HS4911'VASONA DAM ACCESS ROAD TO A GATE. CONTINUE EAST ON THE ACCESS ROAD AND HS4911'THE DAM TO THE STATION IN THE CENTER OF THE DAM, ABOUT 200 FT (61.0 M) HS4911'EAST OF THE CENTERLINE OF UNIVERSITY AVENUE. HS4911' HS4911'THE STATION IS 4.863 M (15.955 FT) NORTHWEST OF REFERENCE MARK 1 AND HS4911'4.689 M (15.384 FT) NORTHEAST OF REFERENCE MARK 2. HS4911' HS4911'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HIGH PRECISION HS4911'GEODETIC NETWORK (HPGN) DENSIFICATION SURVEY. HS4911 HS4911 STATION RECOVERY (1998) HS4911 HS4911'RECOVERY NOTE BY SANTA CLARA COUNTY CALIFORNIA 1998 (MDM) HS4911'RECOVERED AS DESCRIBED. HS4911 HS4911 STATION RECOVERY (2002) HS4911 HS4911'RECOVERY NOTE BY US POWER SQUADRON 2002 (NLZ) HS4911'LAT 37 14 49.89761 W, LO 121 57 58.38376 W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT1610 *********************************************************************** HT1610 DESIGNATION - W 1077 HT1610 PID - HT1610 HT1610 STATE/COUNTY- CA/SANTA CLARA HT1610 USGS QUAD - CUPERTINO (1991) HT1610 HT1610 *CURRENT SURVEY CONTROL HT1610 ___________________________________________________________________ HT1610* NAD 83(1986)- 37 17 49. (N) 122 02 27. (W) SCALED HT1610* NAVD 88 - 104.89 (+/-2cm) 344.1 (feet) VERTCON HT1610 ___________________________________________________________________ HT1610 GEOID HEIGHT- -32.56 (meters) GEOID99 HT1610 HT1610 VERT ORDER - FIRST CLASS II (See Below) HT1610 HT1610.The horizontal coordinates were scaled from a topographic map and have HT1610.an estimated accuracy of +/- 6 seconds. HT1610 HT1610.The NAVD 88 height was computed by applying the VERTCON shift value to HT1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1610.The vertical order pertains to the superseded datum. HT1610 HT1610.The geoid height was determined by GEOID99. HT1610 HT1610; North East Units Estimated Accuracy HT1610;SPC CA 3 - 589,570. 1,863,400. MT (+/- 180 meters Scaled) HT1610 HT1610 SUPERSEDED SURVEY CONTROL HT1610 HT1610 NGVD 29 - 104.05 (m) 341.4 (f) COMPUTED 1 2 HT1610 HT1610.Superseded values are not recommended for survey control. HT1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1610.See file dsdata.txt to determine how the superseded data were derived. HT1610 HT1610_MARKER: DB = BENCH MARK DISK HT1610_SETTING: 36 = RETAINING WALL HT1610_STAMPING: W 1077 1967 HT1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1610 HT1610 HISTORY - Date Condition Report By HT1610 HISTORY - 1967 MONUMENTED CGS HT1610 HISTORY - 20020817 MARK NOT FOUND USPSQD HT1610 HT1610 STATION DESCRIPTION HT1610 HT1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 HT1610'2.8 MI N FROM SARATOGA. HT1610'2.0 MILES NORTH ALONG SUNNYVALE-SARATOGA ROAD FROM THE POST HT1610'OFFICE AT SARATOGA, THENCE 0.8 MILE NORTHWEST ALONG THE SOUTHERN HT1610'PACIFIC COMPANY RAILROAD, AT THE CROSSING OF AN ASPHALT ROAD, HT1610'120.4 FEET NORTHEAST OF AND ACROSS STELLING ROAD FROM THE HT1610'NORTHEAST RAIL AND THE CENTER OF THE CROSSING, 72 FEET SOUTH HT1610'OF THE SOUTH CURB OF WATERFORD DRIVE, 69 1/2 FEET EAST OF THE HT1610'CENTER LINE OF STELLING ROAD, IN THE TOP OF THE WEST END OF A HT1610'CONCRETE RETAINING WALL ALONG THE SOUTH SIDE OF THE LAWN OF HT1610'RESIDENCE 1458 STELLING ROAD, 1.2 FEET EAST OF THE WEST END OF HT1610'THE WALL, AND ABOUT LEVEL WITH THE ROAD. HT1610 HT1610 STATION RECOVERY (2002) HT1610 HT1610'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMB) HT1610'DESCRIBED AREA IS NOW GARDEN OF HOUSE. NO RETAINING WALL IN SIGHT AT HT1610'SO. SIDE OF LAWN AT 1458 STELLING RD. RESIDENTS NOT HOME. USING GPS, HT1610'LAT 37 17 49 N, LO 122 02 27 W INDICATED NO SIDE OF WATERFORD AT 1440 HT1610'STELLING RD. THERE IS A RETAINING WALL THERE WHICH WAS BUILT SINCE HT1610'1067, NO MARKER VISIBLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 HT1606 *********************************************************************** HT1606 DESIGNATION - WELL 49 HT1606 PID - HT1606 HT1606 STATE/COUNTY- CA/SANTA CLARA HT1606 USGS QUAD - CUPERTINO (1991) HT1606 HT1606 *CURRENT SURVEY CONTROL HT1606 ___________________________________________________________________ HT1606* NAD 83(1986)- 37 17 35. (N) 122 02 11. (W) SCALED HT1606* NAVD 88 - 99.54 (+/-2cm) 326.6 (feet) VERTCON HT1606 ___________________________________________________________________ HT1606 GEOID HEIGHT- -32.56 (meters) GEOID99 HT1606 HT1606 VERT ORDER - FIRST CLASS II (See Below) HT1606 HT1606.The horizontal coordinates were scaled from a topographic map and have HT1606.an estimated accuracy of +/- 6 seconds. HT1606 HT1606.The NAVD 88 height was computed by applying the VERTCON shift value to HT1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HT1606.The vertical order pertains to the superseded datum. HT1606 HT1606.The geoid height was determined by GEOID99. HT1606 HT1606; North East Units Estimated Accuracy HT1606;SPC CA 3 - 589,130. 1,863,780. MT (+/- 180 meters Scaled) HT1606 HT1606 SUPERSEDED SURVEY CONTROL HT1606 HT1606 NGVD 29 - 98.696 (m) 323.81 (f) ADJ UNCH 1 2 HT1606 HT1606.Superseded values are not recommended for survey control. HT1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT1606.See file dsdata.txt to determine how the superseded data were derived. HT1606 HT1606_MARKER: Z = SEE DESCRIPTION HT1606_SETTING: 36 = WELL CASING HT1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT1606 HT1606 HISTORY - Date Condition Report By HT1606 HISTORY - 1954 MONUMENTED CGS HT1606 HISTORY - 1967 MARK NOT FOUND NGS HT1606 HISTORY - 20020817 MARK NOT FOUND USPSQD HT1606 HT1606 STATION DESCRIPTION HT1606 HT1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 HT1606'2.9 MI N FROM SARATOGA. HT1606'2.1 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT HT1606'SARATOGA, THENCE 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC HT1606'COMPANY RAILROAD, THENCE 0.2 MILE EAST ALONG PROSPECT ROAD, ON HT1606'PROPERTY OF MRS. LANNIS, AT SANTA CLARA VALLEY WATER CONSERVATION HT1606'DISTRICT WELL 49, THE 1-INCH SECTION OF THE TOP OF THE CASING HT1606'BETWEEN TWO CHISELED NOTCHES, 0.2 FOOT EAST OF THE RIVETED HT1606'SEAM, 65.5 FEET WEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, HT1606'52 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET HT1606'NORTHWEST OF A 22-INCH CEDAR TREE, ABOUT LEVEL WITH THE ROAD, HT1606'AND 0.5 FOOT LOWER THAN THE SURFACE OF A 3- BY 3-FOOT CONCRETE HT1606'BLOCK AROUND THE TOP OF THE CASING WHICH HAS A CHISELED ARROW HT1606'POINTING TO THE MARK. HT1606 HT1606 STATION RECOVERY (1967) HT1606 HT1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HT1606'MARK NOT FOUND. HT1606 HT1606 STATION RECOVERY (2002) HT1606 HT1606'RECOVERY NOTE BY US POWER SQUADRON 2002 (SMB) HT1606'WELL FOUND ON PRIVATE RESIDENCE FRONT YARD AT 20716 PROSPECT ROAD. DID HT1606'NOT SEE ANY 49 MARK, NOR DID WE SEE A CHISELED ARROW. AREA HT1606'SURROUNDING WELL IS COVERED IN IVY. HOUSE IS BUILT IN ABOUT 1969.