ES0273 ***********************************************************************
ES0273  DESIGNATION -  V 20
ES0273  PID         -  ES0273
ES0273  STATE/COUNTY-  AZ/YAVAPAI
ES0273  USGS QUAD   -  GISELA (1982)
ES0273
ES0273                         *CURRENT SURVEY CONTROL
ES0273  ___________________________________________________________________
ES0273* NAD 83(1992)-  34 06 53.01522(N)    111 21 22.41202(W)     ADJUSTED
ES0273* NAVD 88     -       962.278  (meters)    3157.07   (feet)  ADJUSTED
ES0273  ___________________________________________________________________
ES0273  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
ES0273  GEOID HEIGHT-         -26.37  (meters)                     GEOID99
ES0273  DYNAMIC HT  -         961.045 (meters)    3153.03  (feet)  COMP
ES0273  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
ES0273
ES0273  HORZ ORDER  -  THIRD
ES0273  VERT ORDER  -  FIRST     CLASS II
ES0273
ES0273.The horizontal coordinates were established by classical geodetic methods
ES0273.and adjusted by the National Geodetic Survey in August 1993.
ES0273
ES0273.The orthometric height was determined by differential leveling
ES0273.and adjusted by the National Geodetic Survey in June 1991.
ES0273
ES0273.The Laplace correction was computed from DEFLEC99 derived deflections.
ES0273
ES0273.The geoid height was determined by GEOID99.
ES0273
ES0273.The dynamic height is computed by dividing the NAVD 88
ES0273.geopotential number by the normal gravity value computed on the
ES0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
ES0273.degrees latitude (G = 980.6199 gals.).
ES0273
ES0273.The modeled gravity was interpolated from observed gravity values.
ES0273
ES0273;                    North         East     Units   Scale      Converg.
ES0273;SPC AZ C     -   345,520.248   265,061.659   MT  0.99993294 +0 18 51.6
ES0273;SPC AZ E     -   346,017.409   103,618.846   MT  1.00004841 -0 40 02.0
ES0273;UTM  12      - 3,774,934.016   467,147.554   MT  0.99961330 -0 11 59.2
ES0273
ES0273                          SUPERSEDED SURVEY CONTROL
ES0273
ES0273  NAD 83(1992)-  34 06 53.00781(N)    111 21 22.41716(W) AD(       ) 3
ES0273  NGVD 29     -       961.653  (m)         3155.02   (f) ADJ UNCH    1 2
ES0273
ES0273.Superseded values are not recommended for survey control.
ES0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
ES0273.See file dsdata.txt to determine how the superseded data were derived.
ES0273
ES0273_MARKER: DB = BENCH MARK DISK
ES0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
ES0273_PROJECTION: PROJECTING 10 CENTIMETERS
ES0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
ES0273+STABILITY: SURFACE MOTION
ES0273
ES0273  HISTORY     - Date     Condition        Recov. By
ES0273  HISTORY     - 1933     MONUMENTED       CGS
ES0273  HISTORY     - 1933     MONUMENTED       CGS
ES0273  HISTORY     - 1933     GOOD             NGS
ES0273  HISTORY     - 1966     GOOD             USGS
ES0273  HISTORY     - 1982     GOOD             NGS
ES0273
ES0273                          STATION DESCRIPTION
ES0273
ES0273''DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
ES0273''9.5 MI S FROM PAYSON.
ES0273''CONCRETE POST, AT SIDE OF HIGHWAY, 120 FEET SOUTHWEST OF RYE CREEK
ES0273''STORE, 75 FEET SOUTH OF Y-JUNCTION OF SIDE ROAD LEADING DOWN TO CREEK,
ES0273''55 FEET WEST OF HIGHWAY CENTER-LINE.
ES0273
ES0273                          STATION RECOVERY (1966)
ES0273
ES0273''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
ES0273''DESCRIBED AS FOLLOWS--9.8 MI S. ALONG HWY.
ES0273''LEADING TO ROOSEVELT FROM PAYSON POST OFFICE.  35 YARDS S. OF
ES0273''GENERAL STORE AT RYE, 30 YARDS SE. OF JCT. OF RD. LEADING TO RYE
ES0273''CREEK, 60 FT. SW. OF CENTERLINE HWY.
ES0273''
ES0273''STATION MARK--NGS DISK STAMPED---3155.023 V 20 1933---, SET IN TOP
ES0273''OF CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
ES0273''
ES0273''RMS--NONE SET.
ES0273''
ES0273''NOTE--THE COUNTRY STORE WHICH WAS DESCRIBED IS NO LONGER THERE
ES0273''AND THERE IS A NEW STORE ABOUT 0.3 MI S. OF WHERE THE OLD STORE
ES0273''MUST HAVE BEEN.
ES0273''
ES0273''NOTE--COMPUTED FROM SINGLE UNCLOSED TRIANGLE.
ES0273
ES0273                          STATION RECOVERY (1982)
ES0273
ES0273''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
ES0273''RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
ES0273''16.6 KM (10.3 MI) SOUTH ALONG STATE HIGHWAY 87 FROM MAIN STREET IN
ES0273''PAYSON, BETWEEN THE SOUTH BOUND LANES AND A TRACK ROAD, AT A WIRE MESH
ES0273''GATE IN THE RIGHT OF WAY FENCE, 0.6 KM (0.4 MI) NORTH OF A POINT WHERE
ES0273''THE NORTH AND SOUTH BOUND LANES SPLIT, 0.6 KM (0.4 MI) NORTH OF
ES0273''MILEPOST 241, 35.6 METERS (117 FT) SOUTHWEST OF THE HIGHWAY
ES0273''CENTERLINE, 6.7 METERS (22 FT) NORTHEAST OF THE TRACK ROAD CENTER, 8.8
ES0273''METERS (29 FT) SOUTHWEST OF A FENCE LINE.
ES0273''THE MARK IS 2.7 METERS  SE FROM A WITNESS POST.
ES0273''THE MARK IS 0.7 M BELOW THE HIGHWAY.