DV2216 ***********************************************************************
DV2216  DESIGNATION -  ECHEVERRIA
DV2216  PID         -  DV2216
DV2216  STATE/COUNTY-  AZ/MARICOPA
DV2216  USGS QUAD   -  FOREPAUGH PEAK (1990)
DV2216
DV2216                         *CURRENT SURVEY CONTROL
DV2216  ___________________________________________________________________
DV2216* NAD 83(1992)-  33 56 52.74704(N)    113 00 01.41224(W)     ADJUSTED
DV2216* NAVD 88     -       736.5    (meters)    2416.     (feet)  VERTCON
DV2216  ___________________________________________________________________
DV2216  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
DV2216  GEOID HEIGHT-         -29.75  (meters)                     GEOID99
DV2216
DV2216  HORZ ORDER  -  SECOND
DV2216
DV2216.The horizontal coordinates were established by classical geodetic methods
DV2216.and adjusted by the National Geodetic Survey in August 1993.
DV2216
DV2216.The NAVD 88 height was computed by applying the VERTCON shift value to
DV2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
DV2216
DV2216.The Laplace correction was computed from DEFLEC99 derived deflections.
DV2216
DV2216.The geoid height was determined by GEOID99.
DV2216
DV2216;                    North         East     Units   Scale      Converg.
DV2216;SPC AZ C     -   327,413.940   113,187.009   MT  1.00002366 -0 36 18.9
DV2216;UTM  12      - 3,758,191.253   315,141.341   MT  1.00002128 -1 07 02.7
DV2216
DV2216:                Primary Azimuth Mark                     Grid Az
DV2216:SPC AZ C     -  T7N R7W SECS 8 9 16 17                   359 54 26.8
DV2216:UTM  12      -  T7N R7W SECS 8 9 16 17                   000 25 10.6
DV2216
DV2216|---------------------------------------------------------------------|
DV2216| PID    Reference Object                     Distance      Geod. Az  |
DV2216|                                                           dddmmss.s |
DV2216|        ECHEVERRIA RM 3                       7.950 METERS 00043     |
DV2216|        ECHEVERRIA RM 1                      13.525 METERS 18921     |
DV2216|        ECHEVERRIA RM 2                      14.479 METERS 30426     |
DV2216|        T7N R7W SECS 8 9 16 17                             3591807.9 |
DV2216|---------------------------------------------------------------------|
DV2216
DV2216                          SUPERSEDED SURVEY CONTROL
DV2216
DV2216  NAD 83(1986)-  33 56 52.74545(N)    113 00 01.41267(W) AD(       ) 2
DV2216  NAD 83(1986)-  33 56 52.74630(N)    113 00 01.41575(W) AD(       ) 2
DV2216  NAD 27      -  33 56 52.64500(N)    112 59 58.75000(W) AD(       ) 2
DV2216  NGVD 29     -       735.8    (m)         2414.     (f) VERT ANG
DV2216
DV2216.Superseded values are not recommended for survey control.
DV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DV2216.See file dsdata.txt to determine how the superseded data were derived.
DV2216
DV2216_MARKER: DS = TRIANGULATION STATION DISK
DV2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DV2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
DV2216+STABILITY: SURFACE MOTION
DV2216
DV2216  HISTORY     - Date     Condition        Recov. By
DV2216  HISTORY     - 1948     MONUMENTED       CGS
DV2216  HISTORY     - 1971     GOOD             NGS
DV2216  HISTORY     - 1985     GOOD             AZDT
DV2216
DV2216                          STATION DESCRIPTION
DV2216
DV2216''DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
DV2216''THE STATION IS LOCATED 16.4 MILES WEST OF WICKENBURG, ABOUT
DV2216''8.5 MILES EAST OF AGUILA, 0.3 MILE NORTH OF U.S. HIGHWAYS 60
DV2216''AND 70, 26 PACES SOUTHEAST OF GUARD HOUSE AT ENTRANCE TO
DV2216''AIRPORT, 13 PACES EAST OF CENTER LINE OF ROAD, 7 FEET EAST OF
DV2216''FENCELINE, 6 FEET EAST OF A 4 X 4 WITNESS POST, PROJECTS
DV2216''3 INCHES AND IS STAMPED, ECHEVERRIA 1948.
DV2216''
DV2216''REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
DV2216''STATION, 6 PACES EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF
DV2216''FENCE LINE, PROJECTS 3 INCHES AND IS STAMPED, ECHEVERRIA NO
DV2216''1 1948.
DV2216''
DV2216''REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
DV2216''STATION, 13 FEET EAST OF CENTER LINE OF ROAD AT AIRPORT ENTRANCE,
DV2216''5 FEET EAST OF EAST POST AT ENTRANCE, 6 INCHES SOUTH OF FENCE
DV2216''LINE, FLUSH, AND IS STAMPED, ECHEVERRIA NO 2 1948.
DV2216''
DV2216''THE AZIMUTH MARK, A U.S. GENERAL LAND OFFICE CORNER SURVEY
DV2216''MARK, IS LOCATED IN A NORTH-SOUTH FENCE LINE, ON THE SOUTH
DV2216''SIDE OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 10 FEET.
DV2216''THE MARK IS A CAP ON TOP OF A 2-1/2 INCH IRON PIPE WHICH
DV2216''PROJECTS 1 FT. AND IS STAMPED, T7N, S8, R7W, S9, S17, S16, 1914,
DV2216''
DV2216''TO REACH FROM UNDERPASS IN WICKENBURG.  GO WEST ON U.S. HIGHWAYS
DV2216''60 AND 70 FOR 16.4 MILES TO A ROAD RIGHT WHICH IS THE ENTRANCE
DV2216''OF THE ECHEVERRIA AIRPORT.  TURN RIGHT AND GO 0.35 MILES TO
DV2216''GUARD HOUSE AND STATION ON RIGHT AS DESCRIBED ABOVE.  A DRIVE
DV2216''STATION.
DV2216
DV2216                          STATION RECOVERY (1971)
DV2216
DV2216''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHT)
DV2216''STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
DV2216''AS DESCRIBED.  ADD-A 5 FT WITNESS POST WITH SIGN WAS DRIVEN
DV2216''IN THE GROUND 4 FT EAST OF STATION PROJECTS 3 IN THE AZIMUTH
DV2216''MARK 0.60 MILE NORTH OF THE STATION.
DV2216
DV2216                          STATION RECOVERY (1985)
DV2216
DV2216''RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1985 (BK)
DV2216''THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
DV2216''IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND REFERENCE
DV2216''MARK 3 WAS ESTABLISHED AT THIS TIME.  THE 1948 ROUTE TO THE STATION IS
DV2216''ADEQUATE FOR RECOVERY.
DV2216''
DV2216''REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ECHEVERRIA NO 3 1948
DV2216''1984---.  IT IS SET IN TOP OF A 10 INCH CONCRETE MONUMENT WHICH
DV2216''PROJECTS 4 INCHES.  IT IS 32 FEET EAST OF THE PAVED ROAD LEADING TO
DV2216''THE OLD AIRPORT AND 15 FEET EAST OF THE RIGHT OF WAY FENCE LINE.