KK0668 ***********************************************************************
KK0668  DESIGNATION -  5 A
KK0668  PID         -  KK0668
KK0668  STATE/COUNTY-  CO/DENVER
KK0668  USGS QUAD   -  ARVADA (1980)
KK0668
KK0668                         *CURRENT SURVEY CONTROL
KK0668  ___________________________________________________________________
KK0668* NAD 83(1986)-  39 45 42.     (N)    105 01 43.     (W)     SCALED
KK0668* NAVD 88     -      1631.695  (meters)    5353.32   (feet)  POSTED
KK0668  ___________________________________________________________________
KK0668  GEOID HEIGHT-         -16.89  (meters)                     GEOID99
KK0668  DYNAMIC HT  -        1630.130 (meters)    5348.18  (feet)  COMP
KK0668  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
KK0668
KK0668  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
KK0668
KK0668.The horizontal coordinates were scaled from a topographic map and have
KK0668.an estimated accuracy of +/- 6 seconds.
KK0668
KK0668.The orthometric height was determined by differential leveling
KK0668.and adjusted by the National Geodetic Survey in 1992.
KK0668.No vertical observational check was made to the station.
KK0668.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
KK0668.was located on a no-check spur therefore a value was not computed.
KK0668
KK0668.The geoid height was determined by GEOID99.
KK0668
KK0668.The dynamic height is computed by dividing the NAVD 88
KK0668.geopotential number by the normal gravity value computed on the
KK0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KK0668.degrees latitude (G = 980.6199 gals.).
KK0668
KK0668.The modeled gravity was interpolated from observed gravity values.
KK0668
KK0668;                    North         East    Units  Estimated Accuracy
KK0668;SPC CO C     -   518,970.      954,800.      MT  (+/- 180 meters Scaled)
KK0668
KK0668                          SUPERSEDED SURVEY CONTROL
KK0668
KK0668  NGVD 29     -      1630.766  (m)         5350.27   (f) ADJ UNCH    1 2
KK0668
KK0668.Superseded values are not recommended for survey control.
KK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KK0668.See file dsdata.txt to determine how the superseded data were derived.
KK0668
KK0668_MARKER: R = RIVET
KK0668_SETTING: 30 = CURB
KK0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
KK0668
KK0668  HISTORY     - Date     Condition        Recov. By
KK0668  HISTORY     - UNK      MONUMENTED       CGS
KK0668  HISTORY     - 1939     GOOD             NGS
KK0668
KK0668                          STATION DESCRIPTION
KK0668
KK0668''DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
KK0668''AT DENVER.
KK0668''AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF NORTH SPEER
KK0668''BOULEVARD, THIRTY-SECOND AVENUE, AND GROVE STREET, 75 FEET
KK0668''EAST OF THE CENTERLINE OF THE STREETCAR TRACK CROSSING THE
KK0668''BOULEVARD, AND IN THE NORTH CURB OF THE BOULEVARD.  A METAL
KK0668''RIVET.
KK0668''NOTE-- PREVIOUSLY DESIGNATED AS BM 5 A.