KK0303 ***********************************************************************
KK0303  DESIGNATION -  L 337
KK0303  PID         -  KK0303
KK0303  STATE/COUNTY-  CO/DOUGLAS
KK0303  USGS QUAD   -  RUSSELLVILLE GULCH (1983)
KK0303
KK0303                         *CURRENT SURVEY CONTROL
KK0303  ___________________________________________________________________
KK0303* NAD 83(1986)-  39 22 09.     (N)    104 40 48.     (W)     SCALED
KK0303* NAVD 88     -      2046.207  (meters)    6713.26   (feet)  POSTED
KK0303  ___________________________________________________________________
KK0303  GEOID HEIGHT-         -17.24  (meters)                     GEOID99
KK0303  DYNAMIC HT  -        2044.080 (meters)    6706.29  (feet)  COMP
KK0303  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
KK0303
KK0303  VERT ORDER  -  * POSTED, Code B , SEE BELOW
KK0303
KK0303.The horizontal coordinates were scaled from a topographic map and have
KK0303.an estimated accuracy of +/- 6 seconds.
KK0303
KK0303.The orthometric height was determined by differential leveling
KK0303.and adjusted by the National Geodetic Survey in 1992.
KK0303.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
KK0303.rate of 1.1 thru 2.0 mm/km.
KK0303
KK0303.The geoid height was determined by GEOID99.
KK0303
KK0303.The dynamic height is computed by dividing the NAVD 88
KK0303.geopotential number by the normal gravity value computed on the
KK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KK0303.degrees latitude (G = 980.6199 gals.).
KK0303
KK0303.The modeled gravity was interpolated from observed gravity values.
KK0303
KK0303;                    North         East    Units  Estimated Accuracy
KK0303;SPC CO C     -   475,610.      985,060.      MT  (+/- 180 meters Scaled)
KK0303
KK0303                          SUPERSEDED SURVEY CONTROL
KK0303
KK0303  NGVD 29     -      2045.195  (m)         6709.94   (f) ADJ UNCH    2 0
KK0303
KK0303.Superseded values are not recommended for survey control.
KK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KK0303.See file dsdata.txt to determine how the superseded data were derived.
KK0303
KK0303_MARKER: DB = BENCH MARK DISK
KK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
KK0303_STAMPING: L 337 1952
KK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KK0303+STABILITY: SURFACE MOTION
KK0303
KK0303  HISTORY     - Date     Condition        Recov. By
KK0303  HISTORY     - 1952     MONUMENTED       CGS
KK0303
KK0303                          STATION DESCRIPTION
KK0303
KK0303''DESCRIBED BY COAST AND GEODETIC SURVEY 1952
KK0303''4.6 MI W FROM ELIZABETH.
KK0303''4.65 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR COMPANY
KK0303''BUILDING AT ELIZABETH, 60 FEET SOUTH OF THE CENTER LINE OF THE
KK0303''HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
KK0303''SOUTHWEST, 1 FOOT NORTH OF  FENCE, 2 FEET EAST OF A WITNESS POST,
KK0303''SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
KK0303''GROUND.