LY1185 ***********************************************************************
LY1185  DESIGNATION -  G 234
LY1185  PID         -  LY1185
LY1185  STATE/COUNTY-  PA/PIKE
LY1185  USGS QUAD   -  NEWFOUNDLAND (1992)
LY1185
LY1185                         *CURRENT SURVEY CONTROL
LY1185  ___________________________________________________________________
LY1185* NAD 83(1986)-  41 20 56.     (N)    075 18 26.     (W)     SCALED
LY1185* NAVD 88     -       478.750  (meters)    1570.70   (feet)  ADJUSTED
LY1185  ___________________________________________________________________
LY1185  GEOID HEIGHT-         -31.67  (meters)                     GEOID99
LY1185  DYNAMIC HT  -         478.532 (meters)    1569.98  (feet)  COMP
LY1185  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
LY1185
LY1185  VERT ORDER  -  SECOND    CLASS 0
LY1185
LY1185.The horizontal coordinates were scaled from a topographic map and have
LY1185.an estimated accuracy of +/- 6 seconds.
LY1185
LY1185.The orthometric height was determined by differential leveling
LY1185.and adjusted by the National Geodetic Survey in June 1991.
LY1185
LY1185.The geoid height was determined by GEOID99.
LY1185
LY1185.The dynamic height is computed by dividing the NAVD 88
LY1185.geopotential number by the normal gravity value computed on the
LY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LY1185.degrees latitude (g = 980.6199 gals.).
LY1185
LY1185.The modeled gravity was interpolated from observed gravity values.
LY1185
LY1185;                    North         East    Units  Estimated Accuracy
LY1185;SPC PA N     -   134,170.      804,400.      MT  (+/- 180 meters Scaled)
LY1185
LY1185                          SUPERSEDED SURVEY CONTROL
LY1185
LY1185  NGVD 29     -       478.952  (m)         1571.36   (f) ADJ UNCH    2 0
LY1185
LY1185.Superseded values are not recommended for survey control.
LY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LY1185.See file dsdata.txt to determine how the superseded data were derived.
LY1185
LY1185_MARKER: DB = BENCH MARK DISK
LY1185_SETTING: 80 = SET IN A BOULDER
LY1185_STAMPING: G 234 1959
LY1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LY1185+STABILITY: SURFACE MOTION
LY1185
LY1185  HISTORY     - Date     Condition        Recov. By
LY1185  HISTORY     - 1959     MONUMENTED       CGS
LY1185
LY1185                          STATION DESCRIPTION
LY1185
LY1185''DESCRIBED BY COAST AND GEODETIC SURVEY 1959
LY1185''3.6 MI NE FROM NEW FOUNDLAND.
LY1185''3.6 MILE NORTH EAST ALONG STATE 507 FROM THE FIRST NATIONAL
LY1185''BANK AT THE INTERSECTIONS OF ROUTES 90, 507 AND 290 IN NEW
LY1185''FOUNDLAND TO THE JUNCTION OF T 380, SET IN TOP OF A 5 FOOT BY
LY1185''FOUR FOOT BY FOUR FOOT (TRIANGLE) BOULDER PROJECTING 1 FOOT,
LY1185''75 FEET EAST OF THE CENTERLINE OF ROUTE T 380, 86 FEET SOUTH EAST
LY1185''OF THE CENTERLINE OF THE INTERSECTION, 66 FEET SOUTH EAST OF
LY1185''POLE NO. HL-15-17, 61 FEET EAST-NORTH EAST OF TELEPHONE POLE
LY1185''NO. A7, 84 FEET SOUTH OF THE CENTERLINE OF STATE 507.