HS3943 ***********************************************************************
HS3943  DESIGNATION -  PFS 4
HS3943  PID         -  HS3943
HS3943  STATE/COUNTY-  CA/ALAMEDA
HS3943  USGS QUAD   -  DUBLIN (1980)
HS3943
HS3943                         *CURRENT SURVEY CONTROL
HS3943  ___________________________________________________________________
HS3943* NAD 83(1992)-  37 42 24.29565(N)    121 53 38.86293(W)     ADJUSTED
HS3943* NAVD 88     -       105.39   (+/-2cm)     345.8    (feet)  VERTCON
HS3943  ___________________________________________________________________
HS3943  EPOCH DATE  -        1991.35
HS3943  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
HS3943  GEOID HEIGHT-         -32.28  (meters)                     GEOID99
HS3943
HS3943  HORZ ORDER  -  FIRST
HS3943  VERT ORDER  -  FIRST     CLASS II (See Below)
HS3943
HS3943.The horizontal coordinates were established by classical geodetic methods
HS3943.and adjusted by the National Geodetic Survey in March 1994.
HS3943.The horizontal coordinates are valid at the epoch date displayed above.
HS3943.The epoch date for horizontal control is a decimal equivalence
HS3943.of Year/Month/Day.
HS3943
HS3943.The NAVD 88 height was computed by applying the VERTCON shift value to
HS3943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
HS3943.The vertical order pertains to the superseded datum.
HS3943
HS3943.The Laplace correction was computed from DEFLEC99 derived deflections.
HS3943
HS3943.The geoid height was determined by GEOID99.
HS3943
HS3943;                    North         East     Units   Scale      Converg.
HS3943;SPC CA 3     - 2,082,809.30  6,158,378.35   sFT  0.99992948 -0 51 12.7
HS3943;SPC CA 3     -   634,841.543 1,877,077.474   MT  0.99992948 -0 51 12.7
HS3943;UTM  10      - 4,173,854.412   597,479.450   MT  0.99971704 +0 40 35.1
HS3943
HS3943|---------------------------------------------------------------------|
HS3943| PID    Reference Object                     Distance      Geod. Az  |
HS3943|                                                           dddmmss.s |
HS3943| HS3944 PFS 5                               324.462 METERS 24932     |
HS3943| HS3947 PFS 2                               409.427 METERS 2854531.2 |
HS3943| HS3942 PFS 3                               289.908 METERS 33221     |
HS3943|---------------------------------------------------------------------|
HS3943
HS3943                          SUPERSEDED SURVEY CONTROL
HS3943
HS3943  NAD 83(1986)-  37 42 24.29453(N)    121 53 38.85990(W) AD(1984.00) 1
HS3943  NGVD 29     -       104.581  (m)          343.11   (f) ADJ UNCH    1 2
HS3943
HS3943.Superseded values are not recommended for survey control.
HS3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
HS3943.See file dsdata.txt to determine how the superseded data were derived.
HS3943
HS3943_MARKER: DS = TRIANGULATION STATION DISK
HS3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
HS3943_STAMPING: PFS 4 1964
HS3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
HS3943+STABILITY: SURFACE MOTION
HS3943
HS3943  HISTORY     - Date     Condition        Recov. By
HS3943  HISTORY     - 1964     MONUMENTED       CGS
HS3943  HISTORY     - 1965     GOOD             NGS
HS3943
HS3943                          STATION DESCRIPTION
HS3943
HS3943''DESCRIBED BY COAST AND GEODETIC SURVEY 1964
HS3943''AT CAMP PARKS.
HS3943''AT CAMP PARKS, 0.08 MILE SOUTH OF BUILDING 830, 0.15 MILE EAST
HS3943''OF BUILDING 832 (FORMER TRAILER COURT OFFICE), 46 FEET NORTH
HS3943''OF THE CENTER LINE OF A STREET, 42 FEET WEST OF THE CENTER LINE
HS3943''OF A STREET, 19 1/2 FEET WEST-NORTHWEST OF THE CENTER OF A
HS3943''FIRE HYDRANT, 98 FEET EAST-SOUTHEAST OF A POWER LNIE POLE WITH
HS3943''A GUY WIRE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
HS3943''THE GROUND.
HS3943
HS3943                          STATION RECOVERY (1965)
HS3943
HS3943''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
HS3943''RECOVERED IN GOOD CONDITION.