1        National Geodetic Survey,   Retrieval Date = DECEMBER  9, 2004
 HS2962 ***********************************************************************
 HS2962  DESIGNATION -  M 884 RESET 1966
 HS2962  PID         -  HS2962
 HS2962  STATE/COUNTY-  CA/SANTA CLARA
 HS2962  USGS QUAD   -  SAN JOSE EAST (1980)
 HS2962
 HS2962                         *CURRENT SURVEY CONTROL
 HS2962  ___________________________________________________________________
 HS2962* NAD 83(1986)-  37 15 07.     (N)    121 49 52.     (W)     SCALED    
 HS2962* NAVD 88     -        52.12   (+/-2cm)     171.0    (feet)  VERTCON   
 HS2962  ___________________________________________________________________
 HS2962  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 HS2962
 HS2962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HS2962
 HS2962.The horizontal coordinates were scaled from a topographic map and have
 HS2962.an estimated accuracy of +/- 6 seconds.
 HS2962
 HS2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 HS2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HS2962.The vertical order pertains to the NGVD 29 superseded value.
 HS2962
 HS2962.The geoid height was determined by GEOID03.
 HS2962
 HS2962;                    North         East    Units  Estimated Accuracy
 HS2962;SPC CA 3     -   584,290.    1,881,920.      MT  (+/- 180 meters Scaled)
 HS2962
 HS2962                          SUPERSEDED SURVEY CONTROL
 HS2962
 HS2962  NGVD 29 (??/??/92)   51.283  (m)          168.25   (f) ADJ UNCH    2 0
 HS2962
 HS2962.Superseded values are not recommended for survey control.
 HS2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HS2962.See file dsdata.txt to determine how the superseded data were derived.
 HS2962
 HS2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG036234(NAD 83)
 HS2962_MARKER: DB = BENCH MARK DISK
 HS2962_SETTING: 30 = SIGN FOUNDATION
 HS2962_STAMPING: M 884 RESET 1966
 HS2962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HS2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HS2962+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 HS2962
 HS2962  HISTORY     - Date     Condition        Report By
 HS2962  HISTORY     - 1966     MONUMENTED       CGS
 HS2962  HISTORY     - 19910504 GOOD             USPSQD
 HS2962  HISTORY     - 20030419 GOOD             USPSQD
 HS2962  HISTORY     - 20041026 GOOD             SMCSS
 HS2962
 HS2962                          STATION DESCRIPTION
 HS2962
 HS2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HS2962'5.7 MI NW FROM COYOTE.
 HS2962'3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 HS2962'FROM THE STATION AT COYOTE, THENCE 0.3 MILE SOUTH ALONG COTTLE
 HS2962'ROAD, THENCE 1.5 MILES WEST ALONG DOWNER AVENUE, AT THE
 HS2962'INTERSECTION OF SNELL AVENUE, AT A MOBIL SERVICE STATION ON THE
 HS2962'NORTHEAST CORNER OF THE INTERSECTION, SET IN THE TOP OF THE
 HS2962'32-INCH SQUARE CONCRETE BASE FOR A 7-INCH METAL POLE SUPPORTING
 HS2962'A MOBIL SIGN, 63 FEET NORTH OF THE CENTERLINE OF DOWNER AVENUE,
 HS2962'60 FEET EAST OF THE CENTERLINE OF SNELL AVENUE, 15.1 FEET NORTHEAST
 HS2962'OF THE CURB, 1.1 FEET SOUTHWEST OF THE METAL POLE SUPPORTING
 HS2962'THE SIGN, AND ABOUT THE SAME ELEVATION AS THE AVENUES.
 HS2962
 HS2962                          STATION RECOVERY (1991)
 HS2962
 HS2962'RECOVERY NOTE BY US POWER SQUADRON 1991 (DJP)
 HS2962'RECOVERED IN GOOD CONDITION.
 HS2962
 HS2962                          STATION RECOVERY (2003)
 HS2962
 HS2962'RECOVERY NOTE BY US POWER SQUADRON 2003 (LZ)
 HS2962'MOBIL GAS STATION SIGN IS NOW 76. DOWNER AVE IS NOW BLOSSOM HILL ROAD.
 HS2962' 
 HS2962
 HS2962                          STATION RECOVERY (2004)
 HS2962
 HS2962'RECOVERY NOTE BY SMITH AND COMPANY SURVEYING SRV INC 2004 (MW)
 HS2962'RECOVERED IN GOOD CONDITION.