KK0666 ***********************************************************************
KK0666  DESIGNATION -  3 A
KK0666  PID         -  KK0666
KK0666  STATE/COUNTY-  CO/DENVER
KK0666  USGS QUAD   -  ARVADA (1980)
KK0666
KK0666                         *CURRENT SURVEY CONTROL
KK0666  ___________________________________________________________________
KK0666* NAD 83(1986)-  39 45 30.     (N)    105 01 05.     (W)     SCALED
KK0666* NAVD 88     -      1612.668  (meters)    5290.89   (feet)  POSTED
KK0666  ___________________________________________________________________
KK0666  GEOID HEIGHT-         -16.93  (meters)                     GEOID99
KK0666  DYNAMIC HT  -        1611.120 (meters)    5285.82  (feet)  COMP
KK0666  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
KK0666
KK0666  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
KK0666
KK0666.The horizontal coordinates were scaled from a topographic map and have
KK0666.an estimated accuracy of +/- 6 seconds.
KK0666
KK0666.The orthometric height was determined by differential leveling
KK0666.and adjusted by the National Geodetic Survey in 1992.
KK0666.No vertical observational check was made to the station.
KK0666.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
KK0666.was located on a no-check spur therefore a value was not computed.
KK0666
KK0666.The geoid height was determined by GEOID99.
KK0666
KK0666.The dynamic height is computed by dividing the NAVD 88
KK0666.geopotential number by the normal gravity value computed on the
KK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KK0666.degrees latitude (G = 980.6199 gals.).
KK0666
KK0666.The modeled gravity was interpolated from observed gravity values.
KK0666
KK0666;                    North         East    Units  Estimated Accuracy
KK0666;SPC CO C     -   518,610.      955,700.      MT  (+/- 180 meters Scaled)
KK0666
KK0666                          SUPERSEDED SURVEY CONTROL
KK0666
KK0666  NGVD 29     -      1611.741  (m)         5287.85   (f) ADJ UNCH    1 2
KK0666
KK0666.Superseded values are not recommended for survey control.
KK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KK0666.See file dsdata.txt to determine how the superseded data were derived.
KK0666
KK0666_MARKER: R = RIVET
KK0666_SETTING: 30 = CURB
KK0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
KK0666
KK0666  HISTORY     - Date     Condition        Recov. By
KK0666  HISTORY     - UNK      MONUMENTED       CGS
KK0666  HISTORY     - 1939     GOOD             NGS
KK0666
KK0666                          STATION DESCRIPTION
KK0666
KK0666''DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
KK0666''AT DENVER.
KK0666''AT DENVER, DENVER COUNTY, ON THE NORTH SIDE OF TWENTY-NINTH AVENUE,
KK0666''EAST OF FIFTH COURT, AT THE MAIN ENTRANCE TO ASHLAND SCHOOL, 30 FEET
KK0666''WEST OF THE STEPS LEADING UP FROM THE SIDEWALK, IN THE TOP OF THE
KK0666''CURB, AND 18 INCHES WEST OF THE WEST ONE OF TWO PLACES WHERE THE
KK0666''SIDEWALK EXTENDS TO THE CURB.  A METAL RIVET.
KK0666''NOTE-- PREVIOUSLY DESIGNATED AS BM 3 A.