National Geodetic Survey,   Retrieval Date = APRIL 23, 2000
 CZ2008 ***********************************************************************
 CZ2008  DESIGNATION -  COMO
 CZ2008  PID         -  CZ2008
 CZ2008  STATE/COUNTY-  AZ/PIMA
 CZ2008  USGS QUAD   -  COMOBABI (1979)
 CZ2008
 CZ2008                         *CURRENT SURVEY CONTROL
 CZ2008  ___________________________________________________________________
 CZ2008* NAD 83(1992)-  32 02 04.63720(N)    111 48 34.85314(W)     ADJUSTED
 CZ2008* NAVD 88     -      1388.     (meters)    4554.     (feet)  SCALED
 CZ2008  ___________________________________________________________________
 CZ2008  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CZ2008  GEOID HEIGHT-         -30.35  (meters)                     GEOID99
 CZ2008
 CZ2008  HORZ ORDER  -  SECOND
 CZ2008
 CZ2008.The horizontal coordinates were established by classical geodetic methods
 CZ2008.and adjusted by the National Geodetic Survey in August 1993.
 CZ2008
 CZ2008.The orthometric height was scaled from a topographic map.
 CZ2008
 CZ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CZ2008
 CZ2008.The geoid height was determined by GEOID99.
 CZ2008
 CZ2008;                    North         East     Units   Scale      Converg.
 CZ2008;SPC AZ C     -   114,710.715   223,464.563   MT  0.99990126 +0 03 24.3
 CZ2008;UTM  12      - 3,544,559.774   423,548.892   MT  0.99967208 -0 25 46.2
 CZ2008
 CZ2008:                Primary Azimuth Mark                     Grid Az
 CZ2008:SPC AZ C     -  COMO AZ MK                               115 09 01.0
 CZ2008:UTM  12      -  COMO AZ MK                               115 38 11.5
 CZ2008
 CZ2008|---------------------------------------------------------------------|
 CZ2008| PID    Reference Object                     Distance      Geod. Az  |
 CZ2008|                                                           dddmmss.s |
 CZ2008|        COMO AZ MK                                         1151225.3 |
 CZ2008|        COMO RM 1                             4.820 METERS 25016     |
 CZ2008|        COMO RM 2                             7.710 METERS 31605     |
 CZ2008|---------------------------------------------------------------------|
 CZ2008
 CZ2008                          SUPERSEDED SURVEY CONTROL
 CZ2008
 CZ2008  NAD 83(1986)-  32 02 04.63076(N)    111 48 34.85245(W) AD(       ) 2
 CZ2008  NAD 27      -  32 02 04.36600(N)    111 48 32.40400(W) AD(       ) 2
 CZ2008
 CZ2008.Superseded values are not recommended for survey control.
 CZ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CZ2008.See file dsdata.txt to determine how the superseded data were derived.
 CZ2008
 CZ2008_MARKER: DS = TRIANGULATION STATION DISK
 CZ2008_SETTING: 66 = SET IN ROCK OUTCROP
 CZ2008
 CZ2008  HISTORY     - Date     Condition        Recov. By
 CZ2008  HISTORY     - 1936     MONUMENTED       CGS
 CZ2008  HISTORY     - 1972     GOOD             NGS
 CZ2008
 CZ2008                          STATION DESCRIPTION
 CZ2008
 CZ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CZ2008'ON A BLACK LAVA KNOB AT THE NORTHEAST END AND HIGHEST POINT
 CZ2008'OF THE SOUTH COMOBABI RANGE.  ABOUT 8 MILES NORTHEAST OF
 CZ2008'THE VILLAGE OF SELLS.  ABOUT 50 MILES WEST-SOUTHWEST OF
 CZ2008'TUCSON.  AND ABOUT 3 MILES SOUTHWEST OF THE INDIAN VILLAGE
 CZ2008'OF COMOBABI.  MARKED BY A STANDARD BRONZE DISK.
 CZ2008'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE
 CZ2008'DISK IS 4.820 METERS (15.81 FEET) FROM STATION
 CZ2008'S 70 DEG 16 MIN W.  REFERENCE MARK NO. 2, A STANDARD
 CZ2008'BRONZE REFERENCE DISK IS 7.710 METERS (25.30 FEET)
 CZ2008'FROM STATION N 43 DEG 55 MIN W.  THE AZIMUTH MARK,
 CZ2008'A STANDARD BRONZE DISK IS ABOUT 1 MILE FROM
 CZ2008'STATION S 64 DEG 48 MIN E.
 CZ2008
 CZ2008                          STATION RECOVERY (1972)
 CZ2008
 CZ2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JHW)
 CZ2008'GENERAL LOCATION THE STATION AND THE REFERENCE MARKS WERE
 CZ2008'RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS.
 CZ2008'THE DESCRIPTION IS ADEQUATE.