GP0182 ***********************************************************************
GP0182  DESIGNATION -  A 7
GP0182  PID         -  GP0182
GP0182  STATE/COUNTY-  AZ/COCONINO
GP0182  USGS QUAD   -  CEDAR TREE HILLS (1985)
GP0182
GP0182                         *CURRENT SURVEY CONTROL
GP0182  ___________________________________________________________________
GP0182* NAD 83(1986)-  36 30 26.     (N)    111 35 03.     (W)     SCALED
GP0182* NAVD 88     -      1677.631  (meters)    5504.03   (feet)  ADJUSTED
GP0182  ___________________________________________________________________
GP0182  GEOID HEIGHT-         -22.69  (meters)                     GEOID99
GP0182  DYNAMIC HT  -        1675.549 (meters)    5497.20  (feet)  COMP
GP0182  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
GP0182
GP0182  VERT ORDER  -  FIRST     CLASS II
GP0182
GP0182.The horizontal coordinates were scaled from a topographic map and have
GP0182.an estimated accuracy of +/- 6 seconds.
GP0182
GP0182.The orthometric height was determined by differential leveling
GP0182.and adjusted by the National Geodetic Survey in June 1991.
GP0182
GP0182.The geoid height was determined by GEOID99.
GP0182
GP0182.The dynamic height is computed by dividing the NAVD 88
GP0182.geopotential number by the normal gravity value computed on the
GP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
GP0182.degrees latitude (G = 980.6199 gals.).
GP0182
GP0182.The modeled gravity was interpolated from observed gravity values.
GP0182
GP0182;                    North         East    Units  Estimated Accuracy
GP0182;SPC AZ C     -   610,840.      243,140.      MT  (+/- 180 meters Scaled)
GP0182
GP0182                          SUPERSEDED SURVEY CONTROL
GP0182
GP0182  NGVD 29     -      1676.606  (m)         5500.66   (f) ADJ UNCH    1 2
GP0182
GP0182.Superseded values are not recommended for survey control.
GP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
GP0182.See file dsdata.txt to determine how the superseded data were derived.
GP0182
GP0182_MARKER: DB = BENCH MARK DISK
GP0182_SETTING: 66 = SET IN ROCK OUTCROP
GP0182_STAMPING: A 7 1921 ELEV 5500.996 FT
GP0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
GP0182+STABILITY: POSITION/ELEVATION WELL
GP0182
GP0182  HISTORY     - Date     Condition        Recov. By
GP0182  HISTORY     - 1921     MONUMENTED       CGS
GP0182  HISTORY     - 1962     GOOD             NGS
GP0182  HISTORY     - 1978     GOOD             USGS
GP0182  HISTORY     - 1983     GOOD             NGS
GP0182
GP0182                          STATION DESCRIPTION
GP0182
GP0182''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
GP0182''10.7 MI S FROM BITTER SPRINGS.
GP0182''ABOUT 10.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE CHEVRON SERVICE
GP0182''STATION AT BITTER SPRINGS, 187 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
GP0182''HEADWALL OF A 24-INCH METAL CULVERT, 84 FEET SOUTHWEST OF THE
GP0182''CENTERLINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A FENCE, 4.4 FEET WEST
GP0182''OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
GP0182''AND SET IN THE TOP OF ROCK OUTCROP PROJECTING 2 FEET ABOVE THE GROUND.
GP0182
GP0182                          STATION RECOVERY (1978)
GP0182
GP0182''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
GP0182''CHANGE PRIMARY REFERENCE TO-- JCT. OF US HWY 89 AND ALT. 89 AT BITTER
GP0182''SPRINGS. 10.5 MILES S. ALONG US 89. THE TRADING POST HAS BEEN MOVED
GP0182''0.3 MILES S. AND ROAD JCT. IS A BETTER REF. REMAINDER OF DESCRIPTION
GP0182''IS ADEQUATE.
GP0182
GP0182                          STATION RECOVERY (1983)
GP0182
GP0182''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
GP0182''RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.25 KM
GP0182''(10.15 MI) SOUTH ALONG US HIGHWAY 89 FROM THE JUNCTION OF US HIGHWAY
GP0182''89 ALTERNATE IN BITTER SPRINGS, IN TOP OF AND 1.8 METERS (6 FT)
GP0182''SOUTHWEST OF THE NORTHEAST AND BOTTOM EDGE OF A MASSIVE PORTION OF
GP0182''LIMESTONE OUTCROP ON THE NORTHEAST SLOPE OF A HILL, 0.2 KM (0.12 MI)
GP0182''SOUTHEAST OF MILEPOST 514, 25.6 METERS (84 FT) SOUTHWEST OF THE
GP0182''HIGHWAY CENTERLINE, 57.0 METERS (187 FT) SOUTHEAST OF THE SOUTHWEST
GP0182''END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 38.7 METERS (127 FT)
GP0182''NORTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 4.5 METERS
GP0182''(15 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
GP0182''THE MARK IS 1.4 METERS  SW FROM A WITNESS POST.
GP0182''THE MARK IS 0.3 M BELOW THE HIGHWAY.