FO0371 ***********************************************************************
FO0371  DESIGNATION -  H 2 H 3
FO0371  PID         -  FO0371
FO0371  STATE/COUNTY-  NM/BERNALILLO
FO0371  USGS QUAD   -  ALBUQUERQUE EAST (1975)
FO0371
FO0371                         *CURRENT SURVEY CONTROL
FO0371  ___________________________________________________________________
FO0371* NAD 83(1986)-  35 03 43.     (N)    106 33 01.     (W)     SCALED
FO0371* NAVD 88     -      1646.610  (meters)    5402.25   (feet)  ADJUSTED
FO0371  ___________________________________________________________________
FO0371  GEOID HEIGHT-         -20.77  (meters)                     GEOID99
FO0371  DYNAMIC HT  -        1644.353 (meters)    5394.85  (feet)  COMP
FO0371  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
FO0371
FO0371  VERT ORDER  -  FIRST     CLASS II
FO0371
FO0371.The horizontal coordinates were scaled from a topographic map and have
FO0371.an estimated accuracy of +/- 6 seconds.
FO0371
FO0371.The orthometric height was determined by differential leveling
FO0371.and adjusted by the National Geodetic Survey in June 1991.
FO0371
FO0371.The geoid height was determined by GEOID99.
FO0371
FO0371.The dynamic height is computed by dividing the NAVD 88
FO0371.geopotential number by the normal gravity value computed on the
FO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FO0371.degrees latitude (G = 980.6199 gals.).
FO0371
FO0371.The modeled gravity was interpolated from observed gravity values.
FO0371
FO0371;                    North         East    Units  Estimated Accuracy
FO0371;SPC NM C     -   450,490.      472,610.      MT  (+/- 180 meters Scaled)
FO0371
FO0371                          SUPERSEDED SURVEY CONTROL
FO0371
FO0371  NGVD 29     -      1645.786  (m)         5399.55   (f) ADJ UNCH    1 2
FO0371
FO0371.Superseded values are not recommended for survey control.
FO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FO0371.See file dsdata.txt to determine how the superseded data were derived.
FO0371
FO0371_MARKER: DD = SURVEY DISK
FO0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FO0371_STAMPING: H-2 H-2 H-3  H-3 5400.40 40X00N 0X00 E W
FO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FO0371+STABILITY: SURFACE MOTION
FO0371
FO0371  HISTORY     - Date     Condition        Recov. By
FO0371  HISTORY     - UNK      MONUMENTED       USE
FO0371  HISTORY     - 1951     GOOD             NGS
FO0371
FO0371                          STATION DESCRIPTION
FO0371
FO0371''DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
FO0371''6.4 MI SE FROM ALBUQUERQUE.
FO0371''5.5 MILES EAST ALONG U.S. HIGHWAY 66 AND EAST CENTRAL AVENUE FROM THE
FO0371''EAST CENTRAL AVENUE VIADUCT AT ALBUQUERQUE, THENCE 0.55 MILE SOUTH
FO0371''ALONG SOUTH WYOMING AVENUE TO THE NORTH GATE OF SANDIA BASE, THENCE
FO0371''0.35 MILE SOUTH ALONG MAIN STREET, AT THE INTERSECTION WITH WEST
FO0371''SANDIA ROAD, 67.8 FEET SOUTHWEST OF A POWER POLE, 31.6 FEET WEST OF
FO0371''THE WEST CURB  OF MAIN STREET, 27.3 FEET NORTH OF THE NORTH CURB OF
FO0371''WEST SANDIA ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
FO0371''FOOT ABOVE THE GROUND.