KV5790 ***********************************************************************
KV5790  DESIGNATION -  BELL
KV5790  PID         -  KV5790
KV5790  STATE/COUNTY-  NJ/MORRIS
KV5790  USGS QUAD   -  CHESTER (1981)
KV5790
KV5790                         *CURRENT SURVEY CONTROL
KV5790  ___________________________________________________________________
KV5790* NAD 83(1996)-  40 47 12.65584(N)    074 40 35.39322(W)     ADJUSTED
KV5790* NAVD 88     -       290.6    (meters)     953.     (feet)  VERTCON
KV5790  ___________________________________________________________________
KV5790  X           -   1,278,077.903 (meters)                     COMP
KV5790  Y           -  -4,664,348.068 (meters)                     COMP
KV5790  Z           -   4,144,698.030 (meters)                     COMP
KV5790  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
KV5790  ELLIP HEIGHT-         257.60  (meters)                     GPS OBS
KV5790  GEOID HEIGHT-         -33.03  (meters)                     GEOID99
KV5790
KV5790  HORZ ORDER  -  SECOND
KV5790  ELLP ORDER  -  FOURTH    CLASS I
KV5790
KV5790.The horizontal coordinates were established by classical geodetic methods
KV5790.and adjusted by the National Geodetic Survey in May 1999.
KV5790
KV5790.The NAVD 88 height was computed by applying the VERTCON shift value to
KV5790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
KV5790
KV5790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
KV5790
KV5790.The Laplace correction was computed from DEFLEC99 derived deflections.
KV5790
KV5790.The ellipsoidal height was determined by GPS observations
KV5790.and is referenced to NAD 83.
KV5790
KV5790.The geoid height was determined by GEOID99.
KV5790
KV5790;                    North         East     Units   Scale      Converg.
KV5790;SPC NJ       -   216,894.089   135,104.049   MT  0.99990273 -0 06 55.1
KV5790;UTM  18      - 4,515,146.036   527,294.484   MT  0.99960917 +0 12 40.8
KV5790
KV5790:                Primary Azimuth Mark                     Grid Az
KV5790:SPC NJ       -  BELL AZ MK                               136 36 06.7
KV5790:UTM  18      -  BELL AZ MK                               136 16 30.8
KV5790
KV5790|---------------------------------------------------------------------|
KV5790| PID    Reference Object                     Distance      Geod. Az  |
KV5790|                                                           dddmmss.s |
KV5790|        BELL AZ MK                                         1362911.6 |
KV5790|        BELL RM 1                             7.148 METERS 19809     |
KV5790|        BELL RM 2                             8.772 METERS 31419     |
KV5790|---------------------------------------------------------------------|
KV5790
KV5790                          SUPERSEDED SURVEY CONTROL
KV5790
KV5790  NAD 83(1986)-  40 47 12.65308(N)    074 40 35.39166(W) AD(       ) 2
KV5790  NAD 27      -  40 47 12.29400(N)    074 40 36.81100(W) AD(       ) 2
KV5790  NGVD 29     -       290.9    (m)          954.     (f) GPS OBS
KV5790
KV5790.Superseded values are not recommended for survey control.
KV5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KV5790.See file dsdata.txt to determine how the superseded data were derived.
KV5790
KV5790_MARKER: DH = HORIZONTAL CONTROL DISK
KV5790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
KV5790_STAMPING: BELL 1935
KV5790_MAGNETIC: N = NO MAGNETIC MATERIAL
KV5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KV5790+STABILITY: SURFACE MOTION
KV5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
KV5790+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1990
KV5790
KV5790  HISTORY     - Date     Condition        Recov. By
KV5790  HISTORY     - 1935     MONUMENTED       CGS
KV5790  HISTORY     - 1935     GOOD             CGS
KV5790  HISTORY     - 1939     GOOD             NJGS
KV5790  HISTORY     - 1945     GOOD             CGS
KV5790  HISTORY     - 1983     GOOD             USPSQD
KV5790  HISTORY     - 1986     GOOD             LOCSUR
KV5790  HISTORY     - 19891210 GOOD             NJGS
KV5790  HISTORY     - 19900205 GOOD
KV5790
KV5790                          STATION DESCRIPTION
KV5790
KV5790''DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
KV5790''THE STATION IS ON THE SUMMIT OF A BARE HILL ON THE EXPERIMENTAL
KV5790''STATION OF THE BELL TELEPHONE COMPANY.  IT IS ABOUT 1-1/4 MILES
KV5790''NE OF CHESTER AND ABOUT 0.1 MILE N OF ROUTE 24 BETWEEN CHESTER
KV5790''AND MENDHAM.  IT IS 2.47 METERS SSW OF THE SE CORNER OF A BLACK
KV5790''WOODEN BOX SET IN CONCRETE.  IT IS 5.99 METERS N OF A TELEPHONE
KV5790''POLE WITH WEATHER VANE ON TOP AND WOODEN PLATFORM BUILT AROUND
KV5790''POLE BELOW CROSS BARS 0.86 METER SE OF SE CORNER OF WHITE FRAME
KV5790''USED FOR TESTING WIRES AND ABOUT 2-1/2 PACES N OF CENTER LINE OF
KV5790''ROAD RUNNING OVER HILL.  THE MARK IS APPROXIMATELY FLUSH WITH
KV5790''THE GROUND.
KV5790''
KV5790''SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
KV5790''BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
KV5790''
KV5790''REFERENCE MARK NO.1 IS 1-1/2 PACES SW OF POLE NO. L 1 P 5, 2-1/2
KV5790''PACES SSE OF CENTER LINE OF ROAD.  MARK IS FLUSH WITH THE GROUND.
KV5790''
KV5790''REFERENCE MARK NO.2 IS 8 PACES N OF WHITE BOARD FRAME
KV5790''APPROXIMATELY 6 FEET HIGH AND 10 PACES NW OF CENTER LINE OF
KV5790''ROAD.  MARK IS FLUSH WITH GROUND.
KV5790''
KV5790''AZIMUTH MARK IS ON S SIDE OF ROUTE 24.  TWO PACES W OF TELEGRAPH
KV5790''POLE NO. 1785, 6 PACES S OF CENTER LINE OF ROUTE 24 AND 4 FEET
KV5790''N OF WOVEN WIRE FENCE AND ABOUT 50 YARDS W OF HILLSIDE FARM
KV5790''MARKET.  MARK PROJECTS APPROXIMATELY 6 INCHES.
KV5790''
KV5790''TO REACH THE STATION FROM THE POST OFFICE IN CHESTER GO EASTERLY
KV5790''ON ROUTE 24 (TOWARD MENDHAM) FOR 1.0 MILE TO A GRAVEL DRIVEWAY
KV5790''LEFT AT A SIGN CAUTION-PRIVATE DRIVEWAY.  TURN LEFT HERE AND GO
KV5790''STRAIGHT AHEAD (DO NOT FOLLOW MAIN DRIVE TO RIGHT) UP HILL
KV5790''0.1 MILE TO THE STATION ON LEFT.
KV5790''
KV5790''A 4-FOOT STAND WILL CLEAR ALL LINES.
KV5790
KV5790                          STATION RECOVERY (1935)
KV5790
KV5790''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
KV5790''RECOVERED IN GOOD CONDITION.
KV5790
KV5790                          STATION RECOVERY (1939)
KV5790
KV5790''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1939
KV5790''STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  A NEW AZIMUTH
KV5790''MARK, A STANDARD DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 11A,
KV5790''AND STAMPED BELL RESET 1939 WAS ESTABLISHED AT THIS STATION.  THE
KV5790''NEW MARK IS ON THE WESTERLY SIDE OF THE ROAD LEADING FROM
KV5790''MORRISTOWN TO CHESTER, AT HILLSIDE FARM MARKET (DEHART PROPERTY),
KV5790''0.8 MILE SOUTHEASTERLY FROM THE INTERSECTION OF COUNTY ROUTE 50
KV5790''AND STATE ROUTE 24, 49.60 FEET SOUTHEASTERLY FROM THE SE
KV5790''CORNER OF THE HILLSIDE MARKET BUILDING, 39.72 FEET SOUTHERLY
KV5790''FROM, 21.57 FEET SOUTHWESTERLY FROM, AND 30.12 FEET WESTERLY
KV5790''FROM 3 CROSSES, ALL CUT IN THE CONCRETE PAVEMENT AND 46.82
KV5790''FEET NORTHWESTERLY FROM A NAIL IN POLE NO.1783.
KV5790
KV5790                          STATION RECOVERY (1945)
KV5790
KV5790''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RCE)
KV5790''ORIGINAL DESCRIPTION OF THE NEW AZIMUTH MARK IS FITTING, EXCEPT
KV5790''THAT PHRASE - AND 46.82 FEET NORTHWESTERLY FROM A NAIL IN POLE
KV5790''NO.1783 - SHOULD BE DELETED, SINCE POLE NO.1783 HAS BEEN REMOVED.
KV5790''
KV5790''AT THE TIME OF THE RECOVERY, IT WAS NECESSARY TO EXCAVATE SEVERAL
KV5790''INCHES OF SOD IN ORDER TO EXPOSE THE MARK TO VIEW.  THE
KV5790''IMPORTANCE AND VALUE OF THE MARK WAS EXPLAINED TO THE LANDOWNER,
KV5790''AND HE WAS REQUESTED TO LEAVE IT UNCOVERED SO THAT THE NEXT MAN
KV5790''WHO NEEDS TO USE IT WILL NOT HAVE TO DIG FOR IT.  IT IS BELIEVED
KV5790''THAT THE LANDOWNER WILL COOPERATE IN THE MATTER.
KV5790
KV5790                          STATION RECOVERY (1983)
KV5790
KV5790''RECOVERY NOTE BY US POWER SQUADRON 1983 (JBD)
KV5790''BELL 1935 (STATION) RECOVERED GOOD.
KV5790''
KV5790''RM-1 NOT RECOVERED.
KV5790''
KV5790''RM-2 1935 RECOVERED GOOD.
KV5790''
KV5790''AZIMUTH NOT RECOVERED.
KV5790''
KV5790''COMPANY REPORTED THAT RM-1 WAS PROBABLY ACCIDENTALLY DESTROYED DURING
KV5790''SNOW PLOWING.  PART OF CONCRETE POST FOUND IN PLACE.
KV5790''
KV5790''IN AREA WHERE AZIMUTH MARK WAS BELIEVED TO BE LOCATED, BRUSH
KV5790''PREVENTED THOROUGH SEARCH.  (SEE ATTACHMENT FOR SUGGESTED CHANGES IN
KV5790''DESCRIPTIONS.
KV5790''
KV5790''ORIGINAL DESCRIPTION OF HOW TO REACH STATION IS NO LONGER FITTING AS
KV5790''ENTRANCE TO PROPERTY HAS BEEN CHANGED.  SUGGESTED NEW
KV5790''DESCRIPTION--TO REACH STATION FROM CHESTER POSTOFFICE GO E ON RT. 24
KV5790''FOR 0.2 MILE TO JUNCTION WITH RT. 513, CONTINUE ON RT. 513 FOR 0.4
KV5790''MILE AND TURN RIGHT INTO MAIN ENTRANCE OF BELL TELEPHONE
KV5790''LABORATORIES.  (VISITORS MUST REGISTER) TAKE FIRST RIGHT ROAD
KV5790''AFTER ENTRANCE FOR 0.4 MILE, BEARING LEFT AT FORK.  AT 3-WAY
KV5790''INTERSECTION TAKE GRAVEL ROAD STRAIGHT AHEAD FOR 0.1 MILE TO HILLTOP.
KV5790''
KV5790''ORIGINAL DESCRIPTION OF STATION MARK IS NO LONGER FITTING SINCE BLACK
KV5790''WOODEN BOX, TELEPHONE POLE WITH WEATHER VANE, AND WHITE WIRE FRAME
KV5790''HAVE BEEN REMOVED.  SUGGESTED NEW DESCRIPTION--STATION MARK IS
KV5790''LOCATED ON N SIDE OF ROAD 19 PACES E OF NE CORNER OF PIPE RACK, 27
KV5790''PACES NE OF TELEPHONE POLE NO. 326, AND 18 PACES S OF CONCRETE
KV5790''COLUMN 6 FT. HIGH WITH 2X3 FT. BASE.  STATION MARK IS SET IN 12X12
KV5790''IN.  CONCRETE POST AND IS 6 IN. ABOVE GROUND.
KV5790''
KV5790''ORIGINAL DESCRIPTION OF RM-2 IS NO LONGER FITTING AS WHITE BOARD
KV5790''FRAME HAS BEEN REMOVED.  SUGGESTED NEW DESCRIPTION--RM-2 IS LOCATED 9
KV5790''PACES SW OF CONCRETE COLUMN 6 FT. HIGH WITH 2X3 FT. BASE AND 10
KV5790''PACES NW OF THE CENTER LINE OF THE ROAD.  RM-2 IS SET IN 12X12 IN.
KV5790''CONCRETE POST AND IS 8 IN. ABOVE GROUND.
KV5790''
KV5790''ORIGINAL DESCRIPTION OF AZIMUTH MARK IS NO LONGER FITTING AS THE
KV5790''HILLSIDE FARM MARKET IS NO LONGER IN BUSINESS AND THE BUILDINGS ARE
KV5790''NOW OCCUPIED BY CUT-LET APPLIANCES AND THE CHEROKEE RUBBER CO.
KV5790''FURTHER THE THREE CROSSES CUT IN THE CONCRETE PAVEMENT APPEAR TO
KV5790''HAVE BEEN LOST SINCE THE HIGHWAY HAS BEEN RESURFACED.
KV5790
KV5790                          STATION RECOVERY (1986)
KV5790
KV5790''RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (CT)
KV5790''RECOVERED IN GOOD CONDITION.
KV5790
KV5790                          STATION RECOVERY (1989)
KV5790
KV5790''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
KV5790''THE STATION IS LOCATED IN CHESTER BOROUGH, ON THE SOUTHEAST SIDE OF
KV5790''NORTH ROAD, COUNTY ROAD 513, ON A BARE KNOB HILL, WITH SEVERAL POWER
KV5790''POLES ON IT, ON PROPERTY OF THE A T AND T BELL LABORATORIES.  CONTACT
KV5790''MR. JOHN PRZEPADLO AT 201 879 3415 TO GAIN ACCESS.  TO REACH THE
KV5790''STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND STATE ROUTE 24, IN
KV5790''CHESTER, GO 1.1 KM (0.68 MI) NORTHEAST ON MAIN STREET, STATE ROUTE
KV5790''24, TO THE JUNCTION OF COUNTY ROAD 510 AND NORTH ROAD, COUNTY ROAD
KV5790''513, CONTINUE 0.7 KM (0.43 MI) NORTHEAST ON ROUTE 513 TO THE BELL
KV5790''LABORATORIES ON THE RIGHT.  TURN RIGHT INTO THE COMPLEX, A ROAD RIGHT
KV5790''LEADS THROUGH GATES TO THE HILL BUT REGISTER WITH THE GUARDS AT
KV5790''BUILDING NUMBER 3, WHICH IS REACHED STRAIGHT AHEAD.  THE STATION CAN
KV5790''BE REACHED BY GOING AROUND THIS BUILDING INSTEAD OF GOING THROUGH THE
KV5790''GATES.  THE STATION IS 7.6 M (24.93 FT) NORTHWEST OF THE CENTER OF
KV5790''THE ROAD, 13.0 M (42.65 FT) SOUTH SOUTHWEST OF A 1.9 M (6.23 FT) HIGH
KV5790''CONCRETE ANCHOR, 22.1 M (72.51 FT) NORTHEAST OF POWER POLE 326 AND
KV5790''25.0 M (82.02 FT) SOUTHWEST OF A 12 FOOT SQUARE CONCRETE PAD. THE
KV5790''STATION IS 0.05 M (0.16 FT) ABOVE THE GROUND.  RM 2 WAS ALSO
KV5790''RECOVERED AT THIS TIME BUT NOT MEASURED TO.
KV5790
KV5790                          STATION RECOVERY (1990)
KV5790
KV5790''RECOVERED 1990
KV5790''RECOVERED IN GOOD CONDITION.