CG0596 ***********************************************************************
CG0596  DESIGNATION -  TUMACACORI
CG0596  PID         -  CG0596
CG0596  STATE/COUNTY-  AZ/SANTA CRUZ
CG0596  USGS QUAD   -  TUBAC (1981)
CG0596
CG0596                         *CURRENT SURVEY CONTROL
CG0596  ___________________________________________________________________
CG0596* NAD 83(1992)-  31 33 26.84683(N)    111 02 57.86246(W)     ADJUSTED
CG0596* NAVD 88     -      1022.444  (meters)    3354.47   (feet)  ADJUSTED
CG0596  ___________________________________________________________________
CG0596  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
CG0596  GEOID HEIGHT-         -29.51  (meters)                     GEOID99
CG0596  DYNAMIC HT  -        1020.898 (meters)    3349.40  (feet)  COMP
CG0596  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
CG0596
CG0596  HORZ ORDER  -  SECOND
CG0596  VERT ORDER  -  FIRST     CLASS II
CG0596
CG0596.The horizontal coordinates were established by classical geodetic methods
CG0596.and adjusted by the National Geodetic Survey in August 1993.
CG0596
CG0596.The orthometric height was determined by differential leveling
CG0596.and adjusted by the National Geodetic Survey in June 1991.
CG0596
CG0596.The Laplace correction was computed from DEFLEC99 derived deflections.
CG0596
CG0596.The geoid height was determined by GEOID99.
CG0596
CG0596.The dynamic height is computed by dividing the NAVD 88
CG0596.geopotential number by the normal gravity value computed on the
CG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CG0596.degrees latitude (G = 980.6199 gals.).
CG0596
CG0596.The modeled gravity was interpolated from observed gravity values.
CG0596
CG0596;                    North         East     Units   Scale      Converg.
CG0596;SPC AZ C     -    62,127.641   295,694.526   MT  0.99998358 +0 27 14.1
CG0596;UTM  12      - 3,491,385.958   495,311.041   MT  0.99960027 -0 01 33.1
CG0596
CG0596:                Primary Azimuth Mark                     Grid Az
CG0596:SPC AZ C     -  TUMACACORI NATIONAL MON CROSS            353 00 34.6
CG0596:UTM  12      -  TUMACACORI NATIONAL MON CROSS            353 29 21.8
CG0596
CG0596|---------------------------------------------------------------------|
CG0596| PID    Reference Object                     Distance      Geod. Az  |
CG0596|                                                           dddmmss.s |
CG0596| CG0597 TUMACACORI RM 1                      20.347 METERS 21200     |
CG0596| CG0595 TUMACACORI RM 2                      18.405 METERS 29519     |
CG0596| CG1088 TUMACACORI NATIONAL MON CROSS       APPROX. 1.3 KM 3532748.7 |
CG0596|---------------------------------------------------------------------|
CG0596
CG0596                          SUPERSEDED SURVEY CONTROL
CG0596
CG0596  NAD 83(1986)-  31 33 26.83532(N)    111 02 57.85876(W) AD(       ) 2
CG0596  NAD 27      -  31 33 26.51130(N)    111 02 55.53270(W) AD(       ) 2
CG0596  NGVD 29     -      1021.595  (m)         3351.68   (f) ADJ UNCH    1 2
CG0596
CG0596.Superseded values are not recommended for survey control.
CG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CG0596.See file dsdata.txt to determine how the superseded data were derived.
CG0596
CG0596_MARKER: DS = TRIANGULATION STATION DISK
CG0596_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
CG0596+WITH SETTING: INTO GROUND
CG0596_STAMPING: TUMACACORI 1959
CG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CG0596+STABILITY: SURFACE MOTION
CG0596
CG0596  HISTORY     - Date     Condition        Recov. By
CG0596  HISTORY     - 1959     MONUMENTED       CGS
CG0596  HISTORY     - 1959     GOOD             CGS
CG0596  HISTORY     - 1971     GOOD             AZHD
CG0596  HISTORY     - 1979     GOOD             USGS
CG0596  HISTORY     - 1980     GOOD             NGS
CG0596
CG0596                          STATION DESCRIPTION
CG0596
CG0596''DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (SLH)
CG0596''THE STATION IS LOCATED ON A SMALL RIDGE ABOUT 1 MILE SOUTH OF
CG0596''TUMACACORI AND ABOUT 0.05 MILE WEST OF U.S. HIGHWAY 89.
CG0596''
CG0596''TO REACH THE STATION FROM THE POST OFFICE AT TUMACACORI, GO
CG0596''SOUTH ON U.S. HIGHWAY 89 FOR 0.9 MILE TO THE END OF TRUCK TRAVEL.
CG0596''PACK WEST TO THE TOP OF THE RIDGE AND THE STATION.  THIS IS ABOUT
CG0596''A 5 MINUTE PACK.
CG0596''
CG0596''THE STATION MARK, STAMPED TUMACACORI 1959, IS A STANDARD DISK
CG0596''WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 1 FOOT.
CG0596''IT IS 47.0 FEET EAST OF TELEPHONE POLE NUMBER 7 AND 7.9 FEET
CG0596''EAST OF THE WITNESS POST.
CG0596''
CG0596''REFERENCE MARK NO. 1, STAMPED TUMACACORI 1959, IS A STANDARD DISK
CG0596''CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9 INCHES.
CG0596''IT IS 39.0 FEET SOUTH OF TELEPHONE POLE NUMBER 7 AND 57.1 FEET
CG0596''SOUTHWEST OF THE WITNESS POST.
CG0596''
CG0596''REFERENCE MARK NO. 2, STAMPED TUMACACORI NO 2 1959, IS A STANDARD
CG0596''DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 9
CG0596''INCHES.  IT IS 45.7 FEET NORTH OF TELEPHONE POLE NUMBER 7 AND
CG0596''59.4 FEET NORTHWEST OF THE WITNESS POST.
CG0596''
CG0596''THE TUMACACORI NATIONAL MONUMENT CROSS CAN BE USED FOR THE AZIMUTH
CG0596''MARK.
CG0596
CG0596                          STATION RECOVERY (1959)
CG0596
CG0596''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
CG0596''1.0 MILE S FROM TUMACACORI.
CG0596''0.9 MILE SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
CG0596''TUMACACORI, THENCE WEST ABOUT 0.1 MILE TO THE TOP OF A SMALL HILL,
CG0596''47.0 FEET EAST OF TELEPHONE POLE NUMBER 7, 7.9 FEET EAST OF THE
CG0596''WITNESS POST, WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 1
CG0596''FOOT.
CG0596
CG0596                          STATION RECOVERY (1971)
CG0596
CG0596''RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (RG)
CG0596''A.  GENERAL LOCATION - 1 MI SOUTH OF TUMCOMCARI AND 0.5 MI WEST OF
CG0596''U.S. 89
CG0596''
CG0596''B.  TO REACH - 1959 DESCRIPTION ADEQUATE
CG0596''
CG0596''C.  STATION MARK - AS DESCRIBED 1957
CG0596''
CG0596''D.  REFERENCE MARKS - AS DESCRIBED 1959
CG0596
CG0596                          STATION RECOVERY (1979)
CG0596
CG0596''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
CG0596''TO REACH FROM TUMACACORI POST OFFICE SOUTH FOR 0.8 MILES, THENCE ON
CG0596''FOOT SOUTHWEST 600 FEET TO TOP OF RIDGE AND STATION MARK. STATION
CG0596''MARK IS 55 FEET NORTH OF RIGHTWAY FENCE, 160 FEET EAST OF RIGHTWAY
CG0596''FENCE OF NORTH ON RAMP TO INTERSTATE 19.
CG0596
CG0596                          STATION RECOVERY (1980)
CG0596
CG0596''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CG0596''1.3 KILOMETERS (0.8 MILE) SOUTH ALONG THE EAST FRONTAGE ROAD OF
CG0596''INTERSTATE HIGHWAY 19 FROM THE OLD MISSION AT TUMACACORI, ON TOP
CG0596''OF THE CUT BANK BETWEEN THE FRONTAGE ROAD AND THE NORTHBOUND ON-RAMP
CG0596''TO INTERSTATE 19, 18.3 METERS (60 FEET) NORTH OF A FENCE AND 18.3
CG0596''METERS (60 FEET) NORTHEAST OF UTILITY POLE 7. A SHALLOW SET PIPE
CG0596''PROJECTING 35 CENTIMETERS (13.8 INCHES).
CG0596''THE MARK IS 3.0 METERS  SE FROM A WITNESS POST.
CG0596''THE MARK IS 15 M ABOVE THE FRONTAGE ROAD.