HS5365 ***********************************************************************
HS5365  DESIGNATION -  M 364
HS5365  PID         -  HS5365
HS5365  STATE/COUNTY-  CA/SANTA CLARA
HS5365  USGS QUAD   -  GILROY (1993)
HS5365
HS5365                         *CURRENT SURVEY CONTROL
HS5365  ___________________________________________________________________
HS5365* NAD 83(1992)-  37 04 56.56929(N)    121 36 22.41796(W)     ADJUSTED
HS5365* NAVD 88     -        85.91   (+/-2cm)     281.9    (feet)  VERTCON
HS5365  ___________________________________________________________________
HS5365  EPOCH DATE  -        1991.35
HS5365  X           -  -2,669,932.701 (meters)                     COMP
HS5365  Y           -  -4,338,856.956 (meters)                     COMP
HS5365  Z           -   3,824,722.921 (meters)                     COMP
HS5365  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
HS5365  ELLIP HEIGHT-          53.47  (meters)                     GPS OBS
HS5365  GEOID HEIGHT-         -32.44  (meters)                     GEOID99
HS5365
HS5365  HORZ ORDER  -  SECOND
HS5365  VERT ORDER  -  THIRD ? (See Below)
HS5365  ELLP ORDER  -  FOURTH    CLASS I
HS5365
HS5365.The horizontal coordinates were established by GPS observations
HS5365.and adjusted by the National Geodetic Survey in March 1994.
HS5365.The horizontal coordinates are valid at the epoch date displayed above.
HS5365.The epoch date for horizontal control is a decimal equivalence
HS5365.of Year/Month/Day.
HS5365
HS5365.The NAVD 88 height was computed by applying the VERTCON shift value to
HS5365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
HS5365.The vertical order pertains to the superseded datum.
HS5365
HS5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
HS5365
HS5365.The Laplace correction was computed from DEFLEC99 derived deflections.
HS5365
HS5365.The ellipsoidal height was determined by GPS observations
HS5365.and is referenced to NAD 83.
HS5365
HS5365.The geoid height was determined by GEOID99.
HS5365
HS5365;                    North         East     Units   Scale      Converg.
HS5365;SPC CA 3     - 1,854,376.03  6,238,969.82   sFT  0.99999679 -0 40 38.2
HS5365;SPC CA 3     -   565,214.944 1,901,641.804   MT  0.99999679 -0 40 38.2
HS5365;UTM  10      - 4,104,919.784   623,881.871   MT  0.99978905 +0 50 25.8
HS5365
HS5365                          SUPERSEDED SURVEY CONTROL
HS5365
HS5365  NAD 83(1986)-  37 04 56.56665(N)    121 36 22.41576(W) AD(1984.00) 2
HS5365  NGVD 29     -        85.06   (m)          279.1    (f) LEVELING    3
HS5365
HS5365.Superseded values are not recommended for survey control.
HS5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
HS5365.See file dsdata.txt to determine how the superseded data were derived.
HS5365
HS5365_MARKER: S = SPIKE
HS5365_SETTING: 2 = DRIVEN INTO GROUND
HS5365_MAGNETIC: I = MARKER IS A STEEL ROD
HS5365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
HS5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
HS5365+SATELLITE: SATELLITE OBSERVATIONS - 1988
HS5365
HS5365  HISTORY     - Date     Condition        Recov. By
HS5365  HISTORY     - 1988     MONUMENTED       CREDAN
HS5365
HS5365                          STATION DESCRIPTION
HS5365
HS5365''DESCRIBED BY CREEGAN AND D ANGELO 1988
HS5365''THE STATION IS LOCATED IN THE TOWN OF SAN MARTIN.
HS5365''THE STATION IS LOCATED AT  THE INTERSECTION OF SOUTH STREET AND
HS5365''LINCOLN AVENUE IN SAN MARTIN.
HS5365''THE STATION IS 1.2 M (3.9 FT)  NORTH OF THE NORTH EDGE OF PAVEMENT AND
HS5365''4.6 M (15.1 FT)  EAST OF THE STREET SIGN LINCOLN AVE.  THE MARK IS A
HS5365''RAILROAD SPIKE SET FLUSH WITH THE PAVEMENT.