1        National Geodetic Survey,   Retrieval Date = FEBRUARY  8, 2005
 JS0421 ***********************************************************************
 JS0421  DESIGNATION -  N 202
 JS0421  PID         -  JS0421
 JS0421  STATE/COUNTY-  CA/AMADOR
 JS0421  USGS QUAD   -  AMADOR CITY (1962)
 JS0421
 JS0421                         *CURRENT SURVEY CONTROL
 JS0421  ___________________________________________________________________
 JS0421* NAD 83(1986)-  38 28 52.     (N)    120 50 41.     (W)     SCALED    
 JS0421* NAVD 88     -       331.78   (+/-2cm)    1088.5    (feet)  VERTCON   
 JS0421  ___________________________________________________________________
 JS0421  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JS0421
 JS0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 JS0421
 JS0421.The horizontal coordinates were scaled from a topographic map and have
 JS0421.an estimated accuracy of +/- 6 seconds.
 JS0421
 JS0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 JS0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JS0421.The vertical order pertains to the NGVD 29 superseded value.
 JS0421
 JS0421.The geoid height was determined by GEOID03.
 JS0421
 JS0421;                    North         East    Units  Estimated Accuracy
 JS0421;SPC CA 2     -   591,050.    2,100,800.      MT  (+/- 180 meters Scaled)
 JS0421
 JS0421                          SUPERSEDED SURVEY CONTROL
 JS0421
 JS0421  NGVD 29 (??/??/92)  331.000  (m)         1085.96   (f) ADJ UNCH    2 0
 JS0421
 JS0421.Superseded values are not recommended for survey control.
 JS0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS0421.See file dsdata.txt to determine how the superseded data were derived.
 JS0421
 JS0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH879613(NAD 83)
 JS0421_MARKER: DB = BENCH MARK DISK
 JS0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JS0421_STAMPING: N 202 1935
 JS0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JS0421+STABILITY: SURFACE MOTION
 JS0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS0421+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2005
 JS0421
 JS0421  HISTORY     - Date     Condition        Report By
 JS0421  HISTORY     - 1935     MONUMENTED       CGS
 JS0421  HISTORY     - 20031214 GOOD             NGS
 JS0421  HISTORY     - 20050124 GOOD             CONDOR
 JS0421
 JS0421                          STATION DESCRIPTION
 JS0421
 JS0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JS0421'AT PLYMOUTH.
 JS0421'AT PLYMOUTH, AMADOR COUNTY, AT THE CITY LIMITS, ON STATE HIGHWAY
 JS0421'49, AT THE JUNCTION OF A ROAD LEADING TO THE BUSINESS SECTION,
 JS0421'ABOUT 50 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 37 FEET EAST
 JS0421'OF THE CENTERLINE OF THE HIGHWAY, AND 88 FEET SOUTHEAST OF THE
 JS0421'SOUTHEAST CORNER OF THE POOL BROTHERS GARAGE.  A STANDARD DISK,
 JS0421'STAMPED N 202 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JS0421
 JS0421                          STATION RECOVERY (2003)
 JS0421
 JS0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JS0421'THE ROAD INTO BUSINESS SECTION IS MAIN ST.  STATION IS 6 INCHES BELOW
 JS0421'PAVED SHOULDER INSIDE A 10 INCH WIDE ACCESS TUBE WITH COVER.  IT IS
 JS0421'DUE EAST ACROSS HWY FROM GAS PUMPS OF SIERRA TRADING POST (PROBABLY
 JS0421'FORMER POOL BROS.) AND ABOUT 18 METERS SW OF POST AT NW CORNER OF EL
 JS0421'DORADO SAVINGS BANK PLAZA.    ADJACENT GRAVITY BASE STATION 'PLYMOUTH'
 JS0421'= C 110 WAS DESTROYED WITH REPAVING.
 JS0421
 JS0421                          STATION RECOVERY (2005)
 JS0421
 JS0421'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2005 (DLS)
 JS0421'RECOVERED IN GOOD CONDITION.