1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 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 01. (N) 121 52 29. (W) SCALED HS3250* NAVD 88 - 58.77 (+/-2cm) 192.8 (feet) VERTCON HS3250 ___________________________________________________________________ HS3250 GEOID HEIGHT- -32.47 (meters) GEOID03 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NAVD 88 height was computed by applying the VERTCON shift value to HS3250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3250.The vertical order pertains to the NGVD 29 superseded value. HS3250 HS3250.The geoid height was determined by GEOID03. HS3250 HS3250; North East Units Estimated Accuracy HS3250;SPC CA 3 - 584,160. 1,878,040. MT (+/- 180 meters Scaled) HS3250 HS3250 SUPERSEDED SURVEY CONTROL HS3250 HS3250 NGVD 29 (08/19/04) 57.94 (m) 190.1 (f) RESET 3 HS3250 HS3250.Superseded values are not recommended for survey control.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 HS3250.See file dsdata.txt to determine how the superseded data were derived.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: 10SEG997232(NAD 83) HS3250_MARKER: DB = BENCH MARK DISK HS3250_SETTING: 30 = SET IN A LIGHT STRUCTURE HS3250_SP_SET: CURB HS3250_STAMPING: C 877 RESET 1972 HS3250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS3250+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 HS3250 HS3250 HISTORY - Date Condition Report By HS3250 HISTORY - 1972 MONUMENTED NGS HS3250 HISTORY - 20030419 GOOD USPSQD HS3250 HISTORY - 20040824 GOOD USPSQD HS3250 HISTORY - 20050618 GOOD USPSQD 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. HS3250 HS3250 STATION RECOVERY (2003) HS3250 HS3250'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAN) HS3250'RECOVERED IN GOOD CONDITION. HS3250 HS3250 STATION RECOVERY (2004) HS3250 HS3250'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAN) HS3250'SATELLITE OK AT L37 14 56.9N, LO121 52 31.5W WITH 13FT. EPE. HS3250 HS3250 STATION RECOVERY (2005) HS3250 HS3250'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS3250'MARK IS 48 INCHES N OF FIRE HYDRANT, SET IN CURB JUST N OF CATCH BASIN HS3250'GRILLE. C877 STAMPING CONFIRMED, GPS FROM 2004 RECOVERY IS ACCURATE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 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 24. (N) 121 58 24. (W) SCALED HS5191* NAVD 88 - 104.939 (meters) 344.29 (feet) ADJUSTED HS5191 ___________________________________________________________________ HS5191 GEOID HEIGHT- -32.48 (meters) GEOID03 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 GEOID03. 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 - 583,160. 1,869,280. MT (+/- 180 meters Scaled) HS5191 HS5191 SUPERSEDED SURVEY CONTROL HS5191 HS5191 NGVD 29 (10/21/93) 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG910219(NAD 83) HS5191_MARKER: I = METAL ROD HS5191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HS5191_SP_SET: STAINLESS STEEL ROD 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 SUITABLE FOR HS5191+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 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 HISTORY - 20050618 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 HS5191 HS5191 STATION RECOVERY (2005) HS5191 HS5191'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS5191'MARK RECOVED IN GOOD CONDITION, STAMPING CONFIRMED. HS5191'DISAGREE WITH PREVIOUS GPS, MEASURED L 37 14.410 LO 121 58.418 WITH HS5191'EPE OF 22 FT 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 HS3246 *********************************************************************** HS3246 DESIGNATION - M 887 HS3246 PID - HS3246 HS3246 STATE/COUNTY- CA/SANTA CLARA HS3246 USGS QUAD - SAN JOSE WEST (1980) HS3246 HS3246 *CURRENT SURVEY CONTROL HS3246 ___________________________________________________________________ HS3246* NAD 83(1986)- 37 15 48. (N) 121 52 35. (W) SCALED HS3246* NAVD 88 - 53.71 (+/-2cm) 176.2 (feet) VERTCON HS3246 ___________________________________________________________________ HS3246 GEOID HEIGHT- -32.49 (meters) GEOID03 HS3246 HS3246 VERT ORDER - FIRST CLASS II (See Below) HS3246 HS3246.The horizontal coordinates were scaled from a topographic map and have HS3246.an estimated accuracy of +/- 6 seconds. HS3246 HS3246.The NAVD 88 height was computed by applying the VERTCON shift value to HS3246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3246.The vertical order pertains to the NGVD 29 superseded value. HS3246 HS3246.The geoid height was determined by GEOID03. HS3246 HS3246; North East Units Estimated Accuracy HS3246;SPC CA 3 - 585,610. 1,877,920. MT (+/- 180 meters Scaled) HS3246 HS3246 SUPERSEDED SURVEY CONTROL HS3246 HS3246 NGVD 29 (??/??/92) 52.877 (m) 173.48 (f) ADJ UNCH 1 2 HS3246 HS3246.Superseded values are not recommended for survey control. HS3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3246.See file dsdata.txt to determine how the superseded data were derived. HS3246 HS3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG996246(NAD 83) HS3246_MARKER: DB = BENCH MARK DISK HS3246_SETTING: 30 = SET IN A LIGHT STRUCTURE HS3246_SP_SET: CONCRETE WALK HS3246_STAMPING: M 887 1948 HS3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS3246+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 HS3246 HS3246 HISTORY - Date Condition Report By HS3246 HISTORY - 1948 MONUMENTED CGS HS3246 HISTORY - 1954 GOOD NGS HS3246 HISTORY - 1967 GOOD NGS HS3246 HISTORY - 19910504 GOOD USPSQD HS3246 HISTORY - 19970315 POOR USPSQD HS3246 HISTORY - 20030419 POOR USPSQD HS3246 HISTORY - 20040824 POOR USPSQD HS3246 HISTORY - 20050618 GOOD USPSQD HS3246 HS3246 STATION DESCRIPTION HS3246 HS3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 HS3246'5.3 MI S FROM SAN JOSE. HS3246'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS3246'FROM THE STATION AT SAN JOSE, THENCE 3.1 MILES SOUTH ALONG ALMADEN HS3246'ROAD, ABOUT 70 YARDS NORTH OF THE CENTER OF THE INTERSECTION OF HS3246'BRANHAM ROAD, IN THE TOP OF THE SOUTH END OF THE CONCRETE WALK HS3246'IN FRONT OF LAMANTIAS MARKET, 59.8 FEET EAST OF THE CENTER LINE HS3246'OF ALMADEN ROAD, 0.8 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF HS3246'THE BUILDING, AND 0.3 FOOT ABOVE THE GROUND. HS3246 HS3246 STATION RECOVERY (1967) HS3246 HS3246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS3246'RECOVERED IN GOOD CONDITION. HS3246 HS3246 STATION RECOVERY (1991) HS3246 HS3246'RECOVERY NOTE BY US POWER SQUADRON 1991 (DSP) HS3246'RECOVERED IN GOOD CONDITION. HS3246 HS3246 STATION RECOVERY (1997) HS3246 HS3246'RECOVERY NOTE BY US POWER SQUADRON 1997 HS3246'MARK RECOVERED IN POOR CONDITION. HS3246 HS3246 STATION RECOVERY (2003) HS3246 HS3246'RECOVERY NOTE BY US POWER SQUADRON 2003 (DSS) HS3246'NOTE CHANGES IN DESCRIPTION. ALMADEN ROAD NOW ALMADEN EXPRESSWAY. HS3246'BRANHAM ROAD NOW BRANHAM LANE. LAMANTIAS MARKET NOW LEATHER BARN. HS3246'MARKER UNDER THE GAS METERS AT THE SOUTHWEST CORNER OF THE BUILDING. HS3246'GPS N 37 15.812 W 121 52.582, DATUM NAD 83. HS3246 HS3246 STATION RECOVERY (2004) HS3246 HS3246'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAN) HS3246'THE BUILDING AT 4580 ALMADEN EXPRESSWAY, SAN JOSE, CALIFORNIA, IS NO HS3246'LONGER OCCUPIED BY LEATHER BARN BUT BY AUTOZONE, INC. MEASURED HS3246'LOCATION AS L37 15 48.8N, LO121 52 34.9W WITH 52FT. EPE. SINCE THIS HS3246'BENCH MARK DISK IS UNDER THE GAS METERS AND VERY CLOSE TO THE BUILDING HS3246'CORNER, SATELLITE VISIBILITY WOULD NOT BE POSSIBLE EVEN IF RETURNED TO HS3246'A GOOD CONDITION. HS3246 HS3246 STATION RECOVERY (2005) HS3246 HS3246'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS3246'STORE IS NOW AN AUTO PARTS STORE. BUILDING IS NOT IN MINI-MALL ON NE HS3246'CORNER OF ALMADEN AND BRANHAM, BUT RATHER THE COMMERCIAL BUILDING JUST HS3246'N OF IT. HS3246'A FALSE VERTICAL WALL, ABOUT 18 IN WIDE, HAS BEEN ADDED TO SW CORNER HS3246'OF BUILDING. A SECOND GAS METER HAS BEEN HUNG ON THIS WALL S OF GAS HS3246'METER MENTIONED IN EARLIER REPORTS. MARK FOUND DIRECTLY UNDER THIS HS3246'SOUTHERNMOST GAS METER COVERED BY DIRT CARRIED BY RUNOFF. WOULD NOT HS3246'BE OBSERVABLE BY SATELLITE. HS3246'GPS COORDINATES CONFIRMED 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 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 01. (N) 121 52 11. (W) SCALED HS2967* NAVD 88 - 58.97 (+/-2cm) 193.5 (feet) VERTCON HS2967 ___________________________________________________________________ HS2967 GEOID HEIGHT- -32.47 (meters) GEOID03 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 NGVD 29 superseded value. HS2967 HS2967.The geoid height was determined by GEOID03. HS2967 HS2967; North East Units Estimated Accuracy HS2967;SPC CA 3 - 584,160. 1,878,490. MT (+/- 180 meters Scaled) HS2967 HS2967 SUPERSEDED SURVEY CONTROL HS2967 HS2967 NGVD 29 (08/19/04) 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 = SET IN A MASSIVE STRUCTURE HS2967_SP_SET: BRIDGE SIDEWALK HS2967_STAMPING: S 873 RESET 1969 HS2967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS2967+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 HS2967 HS2967 HISTORY - Date Condition Report By HS2967 HISTORY - 1969 MONUMENTED CGS HS2967 HISTORY - 20030419 GOOD USPSQD HS2967 HISTORY - 20050618 GOOD USPSQD 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. HS2967 HS2967 STATION RECOVERY (2003) HS2967 HS2967'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAN) HS2967'RECOVERED IN GOOD CONDITION. HS2967 HS2967 STATION RECOVERY (2005) HS2967 HS2967'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS2967'RECOVERED IN GOOD CONDITION, STAMPING CONFIRMED. HS2967'GPS L 37 15 02.4 N, LO 121 52 11.7 W WITH 28 FT EPE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 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) (04/06/00) GPS OBS HS4911 GEOID HEIGHT- -32.51 (meters) GEOID03 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 GEOID03. 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 Factor 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! - Elev Factor x Scale Factor = Combined Factor HS4911!SPC CA 3 - 0.99999039 x 0.99996760 = 0.99995799 HS4911!UTM 10 - 0.99999039 x 0.99970355 = 0.99969395 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 H (09/30/94) 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 H (03/08/94) 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 NAVD 88 (09/30/94) 93.78 (m) 307.7 (f) LEVELING 3 HS4911 NGVD 29 (10/21/93) 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG9168522796(NAD 83) HS4911_MARKER: DD = SURVEY DISK HS4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS4911_SP_SET: CONCRETE POST 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 HISTORY - 20050618 POOR 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. HS4911 HS4911 STATION RECOVERY (2005) HS4911 HS4911'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS4911'MARK HAS BEEN PAINTED OVER WITH WHITE PAINT AND WOULD BE QUESTIONABLE HS4911'FOR SATELLITE OBSERVATION. HS4911'4 FT TALL METAL WITNESS STAKE, PAINTED ORANGE WITH MARKING 'SURVEY HS4911'MARKER, DO NOT DISTURB,' HAS BEEN ADDED 8 FT NNE OF MARK. HS4911'BOTH REFERENCE MARKS ON TOP OF DAM FACE RECOVERED. GPS COORDINATES HS4911'CONFIRMED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 HS3252 *********************************************************************** HS3252 DESIGNATION - X 179 RESET 1966 HS3252 PID - HS3252 HS3252 STATE/COUNTY- CA/SANTA CLARA HS3252 USGS QUAD - SANTA TERESA HILLS (1980) HS3252 HS3252 *CURRENT SURVEY CONTROL HS3252 ___________________________________________________________________ HS3252* NAD 83(1986)- 37 14 36. (N) 121 52 30. (W) SCALED HS3252* NAVD 88 - 63.63 (+/-2cm) 208.8 (feet) VERTCON HS3252 ___________________________________________________________________ HS3252 GEOID HEIGHT- -32.46 (meters) GEOID03 HS3252 HS3252 VERT ORDER - SECOND CLASS 0 (See Below) HS3252 HS3252.The horizontal coordinates were scaled from a topographic map and have HS3252.an estimated accuracy of +/- 6 seconds. HS3252 HS3252.The NAVD 88 height was computed by applying the VERTCON shift value to HS3252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3252.The vertical order pertains to the NGVD 29 superseded value. HS3252 HS3252.The geoid height was determined by GEOID03. HS3252 HS3252; North East Units Estimated Accuracy HS3252;SPC CA 3 - 583,390. 1,878,010. MT (+/- 180 meters Scaled) HS3252 HS3252 SUPERSEDED SURVEY CONTROL HS3252 HS3252 NGVD 29 (??/??/92) 62.792 (m) 206.01 (f) ADJ UNCH 2 0 HS3252 HS3252.Superseded values are not recommended for survey control. HS3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3252.See file dsdata.txt to determine how the superseded data were derived. HS3252 HS3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG997224(NAD 83) HS3252_MARKER: DD = SURVEY DISK HS3252_SETTING: 36 = SET IN A MASSIVE STRUCTURE HS3252_SP_SET: BRIDGE HS3252_STAMPING: X 179 RESET 1966 HS3252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS3252+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005 HS3252 HS3252 HISTORY - Date Condition Report By HS3252 HISTORY - 1966 MONUMENTED CGS HS3252 HISTORY - 1967 GOOD NGS HS3252 HISTORY - 19910504 MARK NOT FOUND USPSQD HS3252 HISTORY - 19970315 GOOD USPSQD HS3252 HISTORY - 20030419 GOOD USPSQD HS3252 HISTORY - 20040815 GOOD USPSQD HS3252 HISTORY - 20050618 GOOD USPSQD HS3252 HS3252 STATION DESCRIPTION HS3252 HS3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 HS3252'6.7 MI S FROM SAN JOSE. HS3252'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS3252'FROM THE STATION AT SAN JOSE, THENCE 4.5 MILES SOUTH ALONG ALMADEN HS3252'EXPRESSWAY, AT A CONCRETE BRIDGE OVER GUADALUPE CREEK, IN THE TOP HS3252'OF THE WEST CONCRETE WALL SUPPORTING THE GUARD RAILS, ABOVE THE HS3252'SOUTH CONCRETE ABUTMENT, 28 FEET WEST OF THE CENTERLINE OF THE HS3252'SOUTH-BOUND LANE OF THE EXPRESSWAY, 1.1 FEET NORTH OF THE SOUTH HS3252'END OF THE WALL, AND 3-1/2 FEET HIGHER THAN THE EXPRESSWAY. HS3252 HS3252 STATION RECOVERY (1967) HS3252 HS3252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS3252'RECOVERED IN GOOD CONDITION. HS3252 HS3252 STATION RECOVERY (1991) HS3252 HS3252'RECOVERY NOTE BY US POWER SQUADRON 1991 (DSP) HS3252'MARK NOT FOUND. HS3252 HS3252 STATION RECOVERY (1997) HS3252 HS3252'RECOVERY NOTE BY US POWER SQUADRON 1997 HS3252'RECOVERED IN GOOD CONDITION. HS3252 HS3252 STATION RECOVERY (2003) HS3252 HS3252'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAN) HS3252'RECOVERED IN GOOD CONDITION. HS3252 HS3252 STATION RECOVERY (2004) HS3252 HS3252'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAN) HS3252'L 37 14 36.6 N, LO 121 52 30.4 W, EPE 17 FT. HS3252 HS3252 STATION RECOVERY (2005) HS3252 HS3252'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS3252'X179 STAMPING CONFIRMED, GPS FROM 2004 RECOVERY IS ACCURATE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 HS3260 *********************************************************************** HS3260 DESIGNATION - Y 1123 HS3260 PID - HS3260 HS3260 STATE/COUNTY- CA/SANTA CLARA HS3260 USGS QUAD - LOS GATOS (1980) HS3260 HS3260 *CURRENT SURVEY CONTROL HS3260 ___________________________________________________________________ HS3260* NAD 83(1986)- 37 14 23. (N) 121 54 11. (W) SCALED HS3260* NAVD 88 - 79.76 (+/-2cm) 261.7 (feet) VERTCON HS3260 ___________________________________________________________________ HS3260 GEOID HEIGHT- -32.47 (meters) GEOID03 HS3260 HS3260 VERT ORDER - FIRST CLASS II (See Below) HS3260 HS3260.The horizontal coordinates were scaled from a topographic map and have HS3260.an estimated accuracy of +/- 6 seconds. HS3260 HS3260.The NAVD 88 height was computed by applying the VERTCON shift value to HS3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3260.The vertical order pertains to the NGVD 29 superseded value. HS3260 HS3260.The geoid height was determined by GEOID03. HS3260 HS3260; North East Units Estimated Accuracy HS3260;SPC CA 3 - 583,030. 1,875,510. MT (+/- 180 meters Scaled) HS3260 HS3260 SUPERSEDED SURVEY CONTROL HS3260 HS3260 NGVD 29 (??/??/92) 78.922 (m) 258.93 (f) ADJ UNCH 1 2 HS3260 HS3260.Superseded values are not recommended for survey control. HS3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3260.See file dsdata.txt to determine how the superseded data were derived. HS3260 HS3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG972220(NAD 83) HS3260_MARKER: DB = BENCH MARK DISK HS3260_SETTING: 36 = SET IN A MASSIVE STRUCTURE HS3260_SP_SET: FOUNDATION HS3260_STAMPING: Y 1123 1960 HS3260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3260 HS3260 HISTORY - Date Condition Report By HS3260 HISTORY - 1960 MONUMENTED CGS HS3260 HISTORY - 1967 GOOD NGS HS3260 HISTORY - 19970315 GOOD USPSQD HS3260 HISTORY - 20030419 GOOD USPSQD HS3260 HISTORY - 20040822 POOR USPSQD HS3260 HISTORY - 20050618 POOR USPSQD HS3260 HS3260 STATION DESCRIPTION HS3260 HS3260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HS3260'4.6 MI SE FROM CAMPBELL. HS3260'0.7 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS3260'STATION AT CAMPBELL, THENCE 0.4 MILE SOUTH ALONG CASEY ROAD, THENCE HS3260'3.55 MILES SOUTHEAST ALONG CAMDEN AVENUE, 77 YARDS SOUTHEAST OF THE HS3260'CENTER OF THE T JUNCTION OF KOOSER ROAD, IN TOP OF THE CONCRETE HS3260'FOUNDATION FOR THE NORTH STEEL LEG FOR A STEEL TOWER OF A POWER HS3260'TRANSMISSION LINE, 95.5 FEET EAST OF THE CENTER LINE OF THE AVENUE, HS3260'1.0 FOOT NORTHWEST OF THE NORTH STEEL LEG, AND ABOUT 2 FEET HS3260'HIGHER THAN THE AVENUE. HS3260 HS3260 STATION RECOVERY (1967) HS3260 HS3260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS3260'RECOVERED IN GOOD CONDITION. HS3260 HS3260 STATION RECOVERY (1997) HS3260 HS3260'RECOVERY NOTE BY US POWER SQUADRON 1997 HS3260'RECOVERED IN GOOD CONDITION. HS3260 HS3260 STATION RECOVERY (2003) HS3260 HS3260'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAN) HS3260'RECOVERED IN GOOD CONDITION. HS3260 HS3260 STATION RECOVERY (2004) HS3260 HS3260'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAN) HS3260'THIS MARK HAS BEEN PAINTED OVER WITH WHITE PAINT AND WOULD BE HS3260'QUESTIONABLE FOR SATELLITE OBSERVATION. REMOVAL OF THE PAINT WOULD HS3260'RESTORE THIS MARK TO A 'GOOD' STATUS. HS3260'RECORDED LOCATION L 37 14 22.9 N, LO 121 54 11.9 W WITH 14 FT. EPE. HS3260 HS3260 STATION RECOVERY (2005) HS3260 HS3260'RECOVERY NOTE BY US POWER SQUADRON 2005 (LCA) HS3260'OFFICIAL DESCRIPTION OF LOCATION IS A BIT CONFUSING. THERE ARE MANY HS3260'HIGH TENSION TOWERS IN THE AREA DUE TO A WYE IN THE LINE IN THE HS3260'IMMEDIATE AREA. HS3260'THIS IS THE TOWER IMMEDIATELY ON THE SE CORNER OF THE INTERSECTION OF HS3260'CAMDEN AVE AND KOOSER RD, NOT ONE OF THE TOWERS FURTHER UP KOOSER. HS3260'POOR CONDITION, HAS BEEN PAINTED OVER, ALSO MAKES SATELLITE HS3260'OBSERVATION QUESTIONABLE. GPS COORDINATES FROM PREVIOUS RECOVERY HS3260'CONFIRMED.