FQ0805 ***********************************************************************
FQ0805  DESIGNATION -  16 BKC
FQ0805  PID         -  FQ0805
FQ0805  STATE/COUNTY-  AZ/COCONINO
FQ0805  USGS QUAD   -  EAST OF S P MTN (1990)
FQ0805
FQ0805                         *CURRENT SURVEY CONTROL
FQ0805  ___________________________________________________________________
FQ0805* NAD 83(1986)-  35 34 44.     (N)    111 30 53.     (W)     SCALED
FQ0805* NAVD 88     -      1668.391  (meters)    5473.71   (feet)  POSTED
FQ0805  ___________________________________________________________________
FQ0805  GEOID HEIGHT-         -23.31  (meters)                     GEOID99
FQ0805  DYNAMIC HT  -        1666.210 (meters)    5466.56  (feet)  COMP
FQ0805  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
FQ0805
FQ0805  VERT ORDER  -  * POSTED, Code A , SEE BELOW
FQ0805
FQ0805.The horizontal coordinates were scaled from a topographic map and have
FQ0805.an estimated accuracy of +/- 6 seconds.
FQ0805
FQ0805.The orthometric height was determined by differential leveling
FQ0805.and adjusted by the National Geodetic Survey in 1992.
FQ0805.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
FQ0805.rate of 0.0 thru 1.0 mm/km.
FQ0805
FQ0805.The geoid height was determined by GEOID99.
FQ0805
FQ0805.The dynamic height is computed by dividing the NAVD 88
FQ0805.geopotential number by the normal gravity value computed on the
FQ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FQ0805.degrees latitude (G = 980.6199 gals.).
FQ0805
FQ0805.The modeled gravity was interpolated from observed gravity values.
FQ0805
FQ0805;                    North         East    Units  Estimated Accuracy
FQ0805;SPC AZ C     -   507,870.      249,790.      MT  (+/- 180 meters Scaled)
FQ0805
FQ0805                          SUPERSEDED SURVEY CONTROL
FQ0805
FQ0805  NGVD 29     -      1667.48   (m)         5470.7    (f) COMPUTED    2 2
FQ0805
FQ0805.Superseded values are not recommended for survey control.
FQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FQ0805.See file dsdata.txt to determine how the superseded data were derived.
FQ0805
FQ0805_MARKER: DB = BENCH MARK DISK
FQ0805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
FQ0805_STAMPING: 16 BKC 1968 5471
FQ0805_MAGNETIC: I = MARKER IS A STEEL ROD
FQ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FQ0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FQ0805+SATELLITE: SATELLITE OBSERVATIONS - 1968
FQ0805
FQ0805  HISTORY     - Date     Condition        Recov. By
FQ0805  HISTORY     - 1968     MONUMENTED       USGS
FQ0805
FQ0805                          STATION DESCRIPTION
FQ0805
FQ0805''DESCRIBED BY US GEOLOGICAL SURVEY 1968
FQ0805''FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
FQ0805''SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
FQ0805''U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
FQ0805''NATIONAL MONUMENT, THENCE 0.9 MILES EAST ALONG THE MONUMENT ROAD TO A
FQ0805''T-ROAD NORTH, 39 FEET NORTH AND 106 FEET EAST OF THE INTERSECTION, 2
FQ0805''FEET SOUTH OF A WITNESS POST.  A COPPER-CLAD STEEL ROD ENCASED IN A
FQ0805''PIPE FLUSH WITH THE GROUND.