JU0357 ***********************************************************************
JU0357  DESIGNATION -  I4
JU0357  PID         -  JU0357
JU0357  STATE/COUNTY-  NJ/ATLANTIC
JU0357  USGS QUAD   -  OCEAN CITY (1994)
JU0357
JU0357                         *CURRENT SURVEY CONTROL
JU0357  ___________________________________________________________________
JU0357* NAD 83(1986)-  39 19 45.     (N)    074 35 12.     (W)     SCALED
JU0357* NAVD 88     -         5.974  (meters)      19.60   (feet)  ADJUSTED
JU0357  ___________________________________________________________________
JU0357  GEOID HEIGHT-         -34.39  (meters)                     GEOID99
JU0357  DYNAMIC HT  -           5.971 (meters)      19.59  (feet)  COMP
JU0357  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
JU0357
JU0357  VERT ORDER  -  FIRST     CLASS I
JU0357
JU0357.The horizontal coordinates were scaled from a topographic map and have
JU0357.an estimated accuracy of +/- 6 seconds.
JU0357
JU0357.The orthometric height was determined by differential leveling
JU0357.and adjusted by the National Geodetic Survey in June 1991.
JU0357
JU0357.The geoid height was determined by GEOID99.
JU0357
JU0357.The dynamic height is computed by dividing the NAVD 88
JU0357.geopotential number by the normal gravity value computed on the
JU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JU0357.degrees latitude (g = 980.6199 gals.).
JU0357
JU0357.The modeled gravity was interpolated from observed gravity values.
JU0357
JU0357;                    North         East    Units  Estimated Accuracy
JU0357;SPC NJ       -    55,040.      142,530.      MT  (+/- 180 meters Scaled)
JU0357
JU0357                          SUPERSEDED SURVEY CONTROL
JU0357
JU0357  NGVD 29     -         6.371  (m)           20.90   (f) ADJUSTED    1 1
JU0357
JU0357.Superseded values are not recommended for survey control.
JU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JU0357.See file dsdata.txt to determine how the superseded data were derived.
JU0357
JU0357_MARKER: DB = BENCH MARK DISK
JU0357_SETTING: 30 = SIGNAL BASE
JU0357_STAMPING: I 4 1924 20.905
JU0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
JU0357
JU0357  HISTORY     - Date     Condition        Recov. By
JU0357  HISTORY     - 1924     MONUMENTED       CGS
JU0357  HISTORY     - 1964     GOOD             CGS
JU0357  HISTORY     - 1979     MARK NOT FOUND   NGS
JU0357
JU0357                          STATION DESCRIPTION
JU0357
JU0357''DESCRIBED BY COAST AND GEODETIC SURVEY 1964
JU0357''1.4 MI NE FROM SOMERS POINT.
JU0357''1.25 MILES NORTHEAST ALONG SHORE ROAD FROM THE CITY HALL AT
JU0357''SOMERS POINT, THENCE ABOUT 0.15 MILE NORTHWEST ALONG OCEAN
JU0357''HEIGHTS AVENUE, AT THE CROSSING OF THE PENNSYLVANIA-READING
JU0357''SEASHORE LINES RAILROAD, 13 FEET NORTHEAST OF THE CENTER LINE
JU0357''OF THE AVENUE, 27.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET
JU0357''SOUTH OF POWER POLE P29697, ABOUT 0.5 FOOT ABOVE THE GROUND
JU0357''AND SET VERTICALLY IN THE SOUTHWEST FACE OF A 2 1/2-BY-3 1/2
JU0357''FOOT MASS OF CONCRETE THAT AT ONE TIME WAS A BASE FOR A CROSSING
JU0357''LIGHT SIGNAL.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
JU0357''GOING ABOUT 5.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE
JU0357''INTERSECTION OF U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE,
JU0357''THENCE ABOUT 0.3 MILE SOUTHEAST ALONG OCEAN HEIGHTS AVENUE.
JU0357
JU0357                          STATION RECOVERY (1979)
JU0357
JU0357''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
JU0357''NOTE, RAILROAD CROSSING HAS BEEN REMOVED, ASSUMED DESTROYED AS
JU0357''CONCRETE SIGNAL BASE HAS BEEN DESTROYED.