TP1326 ***********************************************************************
TP1326  DESIGNATION -  MONUMENT 165 B
TP1326  PID         -  TP1326
TP1326  STATE/COUNTY-  WA/FERRY
TP1326  USGS QUAD   -
TP1326
TP1326                         *CURRENT SURVEY CONTROL
TP1326  ___________________________________________________________________
TP1326* NAD 83(1991)-  49 00 00.24593(N)    118 13 25.60598(W)     ADJUSTED
TP1326* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED
TP1326  ___________________________________________________________________
TP1326  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
TP1326  GEOID HEIGHT-         -16.83  (meters)                     GEOID99
TP1326
TP1326  HORZ ORDER  -  THIRD
TP1326
TP1326.The horizontal coordinates were established by classical geodetic methods
TP1326.and adjusted by the National Geodetic Survey in December 1991.
TP1326.No horizontal observational check was made to the station.
TP1326
TP1326.The orthometric height was scaled from a topographic map.
TP1326
TP1326.The Laplace correction was computed from DEFLEC99 derived deflections.
TP1326
TP1326.The geoid height was determined by GEOID99.
TP1326
TP1326;                    North         East     Units   Scale      Converg.
TP1326;SPC WA N     -   225,624.391   690,920.555   MT  1.00006112 +1 56 34.3
TP1326;UTM  11      - 5,428,184.864   410,490.744   MT  0.99969842 -0 55 25.2
TP1326
TP1326                          SUPERSEDED SURVEY CONTROL
TP1326
TP1326  NAD 83(1986)-  49 00 00.25431(N)    118 13 25.56267(W) AD(       ) 3
TP1326
TP1326.Superseded values are not recommended for survey control.
TP1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
TP1326.See file dsdata.txt to determine how the superseded data were derived.
TP1326
TP1326_MARKER: U = CONCRETE POST
TP1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
TP1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
TP1326+STABILITY: SURFACE MOTION
TP1326
TP1326  HISTORY     - Date     Condition        Recov. By
TP1326  HISTORY     - 1932     MONUMENTED       IBC
TP1326  HISTORY     - 1932     MONUMENTED       IBC
TP1326  HISTORY     - 1964     GOOD             IBC
TP1326
TP1326                          STATION DESCRIPTION
TP1326
TP1326''DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1932 (JGH)
TP1326''THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
TP1326''CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
TP1326''LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
TP1326''THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
TP1326''CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
TP1326''5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
TP1326''TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
TP1326''CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
TP1326''1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
TP1326''THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
TP1326''SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
TP1326''FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
TP1326''SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
TP1326''INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
TP1326''ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
TP1326''CONCRETE.
TP1326''
TP1326''THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
TP1326''AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
TP1326''ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
TP1326''BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
TP1326''ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
TP1326''THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
TP1326
TP1326                          STATION RECOVERY (1964)
TP1326
TP1326''RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964 (WMS)
TP1326''STATION SEARCHED FOR AND RECOVERED.