JU0362 ***********************************************************************
JU0362  DESIGNATION -  LINE RM 2
JU0362  PID         -  JU0362
JU0362  STATE/COUNTY-  NJ/CAPE MAY
JU0362  USGS QUAD   -  OCEAN CITY (1994)
JU0362
JU0362                         *CURRENT SURVEY CONTROL
JU0362  ___________________________________________________________________
JU0362* NAD 83(1986)-  39 17 50.     (N)    074 35 21.     (W)     SCALED
JU0362* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED
JU0362  ___________________________________________________________________
JU0362  GEOID HEIGHT-         -34.52  (meters)                     GEOID99
JU0362  DYNAMIC HT  -           1.972 (meters)       6.47  (feet)  COMP
JU0362  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
JU0362
JU0362  VERT ORDER  -  FIRST     CLASS I
JU0362
JU0362.The horizontal coordinates were scaled from a topographic map and have
JU0362.an estimated accuracy of +/- 6 seconds.
JU0362
JU0362.The orthometric height was determined by differential leveling
JU0362.and adjusted by the National Geodetic Survey in June 1991.
JU0362
JU0362.The geoid height was determined by GEOID99.
JU0362
JU0362.The dynamic height is computed by dividing the NAVD 88
JU0362.geopotential number by the normal gravity value computed on the
JU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JU0362.degrees latitude (g = 980.6199 gals.).
JU0362
JU0362.The modeled gravity was interpolated from observed gravity values.
JU0362
JU0362;                    North         East    Units  Estimated Accuracy
JU0362;SPC NJ       -    51,500.      142,310.      MT  (+/- 180 meters Scaled)
JU0362
JU0362                          SUPERSEDED SURVEY CONTROL
JU0362
JU0362  NGVD 29     -         2.368  (m)            7.77   (f) ADJUSTED    1 1
JU0362
JU0362.Superseded values are not recommended for survey control.
JU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JU0362.See file dsdata.txt to determine how the superseded data were derived.
JU0362
JU0362_MARKER: DR = REFERENCE MARK DISK
JU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
JU0362_STAMPING: LINE 2 1935
JU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JU0362+STABILITY: SURFACE MOTION
JU0362
JU0362  HISTORY     - Date     Condition        Recov. By
JU0362  HISTORY     - 1935     MONUMENTED       CGS
JU0362  HISTORY     - 1964     GOOD             CGS
JU0362  HISTORY     - 1979     GOOD             NGS
JU0362
JU0362                          STATION DESCRIPTION
JU0362
JU0362''DESCRIBED BY COAST AND GEODETIC SURVEY 1964
JU0362''1.4 MI NW FROM OCEAN CITY.
JU0362''1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 (9TH STREET IN OCEAN
JU0362''CITY) FROM THE CITY HALL IN OCEAN CITY, 0.55 MILE SOUTHEAST OF
JU0362''THE SOUTHEAST END OF BRIDGE OVER SHIP CHANNEL, 0.2 MILE NORTHWEST
JU0362''OF THE NORTHWEST END OF BRIDGE OVER RAINBOW CHANNEL, 39.6 FEET
JU0362''NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHEAST
JU0362''OF POWER POLE 8174, 91 FEET NORTHWEST OF LINE STA. DESCRIBED,
JU0362''ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
JU0362''THAT IS FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK CAN ALSO
JU0362''BE REACHED  BY GOING 0.35 MILE SOUTHWEST ALONG SHORE ROAD FROM
JU0362''THE CITY HALL AT SOMERS POINT, THENCE 0.95 MILE SOUTHEAST ALONG
JU0362''STATE HIGHWAY 52.
JU0362
JU0362                          STATION RECOVERY (1979)
JU0362
JU0362''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
JU0362''RECOVERED IN GOOD CONDITION.