KK0365 ***********************************************************************
KK0365  DESIGNATION -  CITY 16
KK0365  PID         -  KK0365
KK0365  STATE/COUNTY-  CO/DENVER
KK0365  USGS QUAD   -  ENGLEWOOD (1984)
KK0365
KK0365                         *CURRENT SURVEY CONTROL
KK0365  ___________________________________________________________________
KK0365* NAD 83(1986)-  39 44 17.     (N)    104 57 44.     (W)     SCALED
KK0365* NAVD 88     -      1622.174  (meters)    5322.08   (feet)  POSTED
KK0365  ___________________________________________________________________
KK0365  GEOID HEIGHT-         -17.14  (meters)                     GEOID99
KK0365  DYNAMIC HT  -        1620.620 (meters)    5316.98  (feet)  COMP
KK0365  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
KK0365
KK0365  VERT ORDER  -  * POSTED, Code B , SEE BELOW
KK0365
KK0365.The horizontal coordinates were scaled from a topographic map and have
KK0365.an estimated accuracy of +/- 6 seconds.
KK0365
KK0365.The orthometric height was determined by differential leveling
KK0365.and adjusted by the National Geodetic Survey in 1992.
KK0365.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
KK0365.rate of 1.1 thru 2.0 mm/km.
KK0365
KK0365.The geoid height was determined by GEOID99.
KK0365
KK0365.The dynamic height is computed by dividing the NAVD 88
KK0365.geopotential number by the normal gravity value computed on the
KK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KK0365.degrees latitude (G = 980.6199 gals.).
KK0365
KK0365.The modeled gravity was interpolated from observed gravity values.
KK0365
KK0365;                    North         East    Units  Estimated Accuracy
KK0365;SPC CO C     -   516,380.      960,500.      MT  (+/- 180 meters Scaled)
KK0365
KK0365                          SUPERSEDED SURVEY CONTROL
KK0365
KK0365  NGVD 29     -      1621.252  (m)         5319.06   (f) ADJ UNCH    1 2
KK0365
KK0365.Superseded values are not recommended for survey control.
KK0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KK0365.See file dsdata.txt to determine how the superseded data were derived.
KK0365
KK0365_MARKER: R = RIVET
KK0365_SETTING: 30 = STEPS
KK0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
KK0365
KK0365  HISTORY     - Date     Condition        Recov. By
KK0365  HISTORY     - UNK      MONUMENTED       CGS
KK0365  HISTORY     - 1939     GOOD             NGS
KK0365
KK0365                          STATION DESCRIPTION
KK0365
KK0365''DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
KK0365''AT DENVER.
KK0365''AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
KK0365''AVENUE AND VINE STREET, 75 FEET NORTH OF THE NORTH CURB OF
KK0365''FOURTEENTH AVENUE, 30 FEET WEST OF VINE STREET, AT THE WEST
KK0365''ENTRANCE TO THE IRVINGTON APARTMENTS, AND IN THE TOP STEP.  A
KK0365''METAL RIVET.