CH0126 ***********************************************************************
CH0126  DESIGNATION -  U 109
CH0126  PID         -  CH0126
CH0126  STATE/COUNTY-  AZ/PIMA
CH0126  USGS QUAD   -  QUITOBAQUITO SPRINGS
CH0126
CH0126                         *CURRENT SURVEY CONTROL
CH0126  ___________________________________________________________________
CH0126* NAD 83(1986)-  31 57 10.     (N)    113 00 41.     (W)     SCALED
CH0126* NAVD 88     -       350.28   (+/-2cm)    1149.2    (feet)  VERTCON
CH0126  ___________________________________________________________________
CH0126  GEOID HEIGHT-         -32.55  (meters)                     GEOID99
CH0126
CH0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
CH0126
CH0126.The horizontal coordinates were scaled from a topographic map and have
CH0126.an estimated accuracy of +/- 6 seconds.
CH0126
CH0126.The NAVD 88 height was computed by applying the VERTCON shift value to
CH0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
CH0126.The vertical order pertains to the superseded datum.
CH0126
CH0126.The geoid height was determined by GEOID99.
CH0126
CH0126;                    North         East    Units  Estimated Accuracy
CH0126;SPC AZ C     -   106,160.      109,870.      MT  (+/- 180 meters Scaled)
CH0126
CH0126                          SUPERSEDED SURVEY CONTROL
CH0126
CH0126  NGVD 29     -       349.576  (m)         1146.90   (f) ADJ UNCH    2 0
CH0126
CH0126.Superseded values are not recommended for survey control.
CH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CH0126.See file dsdata.txt to determine how the superseded data were derived.
CH0126
CH0126_MARKER: DB = BENCH MARK DISK
CH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
CH0126_STAMPING: U 109 1935
CH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CH0126+STABILITY: SURFACE MOTION
CH0126
CH0126  HISTORY     - Date     Condition        Recov. By
CH0126  HISTORY     - 1935     MONUMENTED       CGS
CH0126  HISTORY     - 1952     GOOD             NGS
CH0126
CH0126                          STATION DESCRIPTION
CH0126
CH0126''DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
CH0126''15.75 MI NW FROM LUKEVILLE.
CH0126''0.95 MILE NORTH ALONG THE SONOYTA-AJO HIGHWAY FROM THE POST OFFICE AT
CH0126''LUKEVILLE TO A JUNCTION, THENCE 14.05 MILES WEST TO QUITOVOQUITO AND A
CH0126''Y JUNCTION, THENCE 0.75 MILE NORTH ALONG THE BATES WELL ROAD, 1.35
CH0126''MILES NORTHEAST OF QUITOVOQUITO, 0.3 MILE NORTH OF BM V 109 (JUNCTION
CH0126''MARK), 54 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET
CH0126''NORTHWEST OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.3 FOOT,
CH0126''AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.