FO0353 ***********************************************************************
FO0353  DESIGNATION -  E 225
FO0353  PID         -  FO0353
FO0353  STATE/COUNTY-  NM/BERNALILLO
FO0353  USGS QUAD   -  ALBUQUERQUE EAST (1975)
FO0353
FO0353                         *CURRENT SURVEY CONTROL
FO0353  ___________________________________________________________________
FO0353* NAD 83(1986)-  35 02 52.     (N)    106 36 22.     (W)     SCALED
FO0353* NAVD 88     -      1621.981  (meters)    5321.45   (feet)  ADJUSTED
FO0353  ___________________________________________________________________
FO0353  GEOID HEIGHT-         -21.13  (meters)                     GEOID99
FO0353  DYNAMIC HT  -        1619.737 (meters)    5314.09  (feet)  COMP
FO0353  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
FO0353
FO0353  VERT ORDER  -  FIRST     CLASS II
FO0353
FO0353.This mark is at Albuquerque Int''l Airport (ABQ)
FO0353
FO0353.The horizontal coordinates were scaled from a topographic map and have
FO0353.an estimated accuracy of +/- 6 seconds.
FO0353
FO0353.The orthometric height was determined by differential leveling
FO0353.and adjusted by the National Geodetic Survey in June 1991.
FO0353
FO0353.The geoid height was determined by GEOID99.
FO0353
FO0353.The dynamic height is computed by dividing the NAVD 88
FO0353.geopotential number by the normal gravity value computed on the
FO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FO0353.degrees latitude (G = 980.6199 gals.).
FO0353
FO0353.The modeled gravity was interpolated from observed gravity values.
FO0353
FO0353;                    North         East    Units  Estimated Accuracy
FO0353;SPC NM C     -   448,930.      467,510.      MT  (+/- 180 meters Scaled)
FO0353
FO0353                          SUPERSEDED SURVEY CONTROL
FO0353
FO0353  NGVD 29     -      1621.142  (m)         5318.70   (f) ADJ UNCH    1 2
FO0353
FO0353.Superseded values are not recommended for survey control.
FO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FO0353.See file dsdata.txt to determine how the superseded data were derived.
FO0353
FO0353_MARKER: DB = BENCH MARK DISK
FO0353_SETTING: 36 = FOUNDATION
FO0353_STAMPING: E 225 1951
FO0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FO0353
FO0353  HISTORY     - Date     Condition        Recov. By
FO0353  HISTORY     - 1951     MONUMENTED       CGS
FO0353  HISTORY     - 1967     GOOD             NGS
FO0353  HISTORY     - 1970     GOOD             NGS
FO0353  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
FO0353
FO0353                          STATION DESCRIPTION
FO0353
FO0353''DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
FO0353''1.1 MI SW FROM ALBUQUERQUE.
FO0353''ABOUT 0.2 MILE NORTH ALONG DORIS AVENUE FROM THE KIRTLAND AIR FORCE
FO0353''BASE FIRE STATION BUILDING 980, THENCE 0.3 MILE WEST ALONG ABERDEEN
FO0353''DRIVE, THENCE 0.2 MILE SOUTH ALONG MAXWELL AVENUE, THENCE 0.25 MILE
FO0353''SOUTHWEST ALONG BOLLING AVENUE, THENCE 0.05 MILE SOUTH ALONG CARLISLE
FO0353''AVENUE,  CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE VIADUCT AT
FO0353''ALBUQUERQUE, THENCE 2.2 MILES SOUTH ALONG SOUTH YALE AVENUE, THENCE
FO0353''0.9 MILE WEST CROSSCOUNTRY, IN S 34, T 10 N, R 3 E, 53 FEET SOUTH OF
FO0353''THE CENTER LINE OF THE AVENUE, 51 FEET NORTHWEST OF THE NORTHEAST
FO0353''CORNER OF HANGAR T 333, 22 FEET NORTH OF THE NORTH FACE OF THE HANGAR,
FO0353''27 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING T 334, SET IN THE TOP
FO0353''OF THE WEST EDGE OF THE CONCRETE FOUNDATION OF A METAL SMOKE STACK,
FO0353''AND ABOUT LEVEL WITH THE AVENUE.
FO0353
FO0353                          STATION RECOVERY (1970)
FO0353
FO0353''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
FO0353''RECOVERED IN GOOD CONDITION.
FO0353
FO0353                          STATION RECOVERY (1996)
FO0353
FO0353''RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
FO0353''RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
FO0353''PERSON-HOUR.