STATE OF NEW JERSEY
1                                                              CONTENTS

           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD

           ANDOVER CBL (1993 REMEASURED) (580 DEST)   NEW JERSEY               SUSSEX                    N410753
           BURLINGTON (1993 VERIFIED)                 NEW JERSEY               BURLINGTON                N390744
           MERCER (1993 OBSTRUCTION ON LINE)          NEW JERSEY               MERCER                    N400743
           MIDDLESEX (BUILDING ON LINE)               NEW JERSEY               MIDDLESEX                 N400741
           MILLVILLE (BUILDING ON LINE)               NEW JERSEY               CUMBERLAND                N390752
           MORRIS (1993 - UNSAFE)                     NEW JERSEY               MORRIS                    N400741
           SKILLMAN (1993 VERIFIED)                   NEW JERSEY               SOMERSET                  N400743
 
1US DEPARTMENT OF COMMERCE - NOAA                          CALIBRATION BASE LINE DATA                        QUAD:N410753
 N410753 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ANDOVER CBL               NEW JERSEY
 ROCKVILLE MD  20852 - JULY 14, 1993                       PROJECT ACCESSION NUMBER:  16320                  SUSSEX COUNTY
                                                           NEAREST TOWN:  ANDOVER

                                                LIST OF ADJUSTED DISTANCES  (MAY 28, 1993)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

    0 1979                           177.700 150 1979                         177.911      150.0041       150.0043       0.1
    0 1979                           177.700 300 1979                         177.985      300.0100       300.0101       0.1
    0 1979                           177.700 580 1979                         177.895      580.0098       580.0099       0.2

    150 1979                         177.911 300 1979                         177.985      150.0059       150.0059       0.1
    150 1979                         177.911 580 1979                         177.895      430.0057       430.0057       0.1

    300 1979                         177.985 580 1979                         177.895      279.9998       279.9999       0.1

 DESCRIPTION OF ANDOVER BASE LINE         *** WARNING - THE 580 1979 POINT WAS DESTROYED  ***
 YEAR MEASURED: 1980
 YEAR REMEASURED: 1993
 CHIEF OF PARTY: KM

 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 580-METER POINT.  THE REDUCED MARK-TO-MARK DISTANCE IS 100.00 FEET.

 THE BASE LINE IS LOCATED ABOUT 8.6 KM (5.3 MI) WEST-SOUTHWEST OF SPARTA, 5.2 KM (3.2 MI) SOUTHEAST OF NEWTON, AND 1.5 KM (0.9 MI)
 NORTH-NORTHEAST OF ANDOVER AT THE AEROFLEX-ANDOVER AIRPORT.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EASTERN
 EDGE OF A GRASS RUNWAY THAT PARALLELS THE MAIN MACADAM RUNWAY.  NOTE: ** MR. JOHN FLINTZ, AIRPORT MANAGER, AEROFELX-ANDOVER AIRPORT,
 P.O. BOX 469, ANDOVER, NJ 07821, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 INFORMATION.  TELEPHONE (201) 786-5100. **

 THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTH-SOUTHWEST END.  IT CONSISTS OF THE 0,
 150, 300, AND 580 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND SOUTH-SOUTHWEST OF THE 580-METER POINT.
 THE BASE LINE STATIONS HAVE TWO REFERENCE MARKS AND ARE COVERED BY LARGE ORANGE TRAFFIC CONES.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 206 (MAIN STREET) AND COUNTY ROAD 517 (LENAPE ROAD), LOCATED IN
 DOWNTOWN ANDOVER, GO NORTHERLY ON U.S. HIGHWAY 206 FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF COUNTY ROAD 669 (LIMECREST ROAD) ON
 THE RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.8 KM (1.1 MI) TO THE INTERSECTION OF A GRAVEL ROAD ON THE LEFT
 AND WOODEN SIGN FOR THE ANDOVER FLIGHT ACADEMY.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.15 KM (0.09 MI) TO THE INTERSECTION
 OF A GRAVEL ROAD ON THE LEFT LEADING TO AN AIRCRAFT PARKING AREA.  TURN LEFT AND GO SOUTHERLY ON THE GRAVEL ROAD FOR 0.23 KM (0.14
 MI) TO THE INTERSECTION OF TWO PAVED TAXIWAYS. TURN LEFT AND GO SOUTHERLY ACROSS THE PAVED TAXIWAY THEN ONTO A TRACK ROAD FOR 0.3 KM
 (0.2 MI) TO THE 0-METER POINT ON THE RIGHT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE
 POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 21.8 M (71.5 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY
 (3-21), 14.1 M (46.3 FT) NORTH OF REFERENCE MARK NO. 2, 10.7 M (35.1 FT) WEST OF REFERENCE MARK NO. 1, 7.5 M (24.6 FT) WEST-
 NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, AND 0.2 M (0.7 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.3 M (102.7 FT) WEST-NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 22.1
 M (72.5 FT) EAST OF A RUNWAY LIGHT, 22.1 M (72.5 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), 9.5 M (31.2 FT) SOUTHWEST
 OF REFERENCE MARK NO. 1, AND 9.1 M (29.9 FT) NORTH OF REFERENCE MARK NO. 2.

 THE 300-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "300 1979" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.0 M (101.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A PAVED TAXIWAY,
 23.3 M (76.4 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), 13.9 M (45.6 FT) SOUTHWEST OF REFERENCE MARK NO. 1, 11.3 M
 (37.1 FT) WEST-NORTHWEST OF THE CENTERLINE OF A PAVED TAXIWAY, AND 5.8 M (19.0 FT) NORTH OF REFERENCE MARK NO. 2.

 THE 580-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "580 1979" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.1 FT) NORTH-NORTHEAST OF REFERENCE MARK NO.
 2, 22.9 M (75.1 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), 6.5 M (21.3 FT) NORTH-NORTHWEST OF A RUNWAY APPROACH STOP
 SIGNAL, AND 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "RM 2 580 1979" SET IN THE TOP OF
 A 25 CM (10 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.1 FT) SOUTH-
 SOUTHWEST OF STATION ANDOVER CBL 580, 22.9 M (75.1 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), AND 10.0 M (32.8 FT)
 WEST-NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAYS IS
 STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.  THIS SITE DOES NOT MEET CURRENT NGS SITE SPECIFICATIONS.  THIS
 CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW JERSEY GEODETIC CONTROL SURVEY AND REMEASURED WITH ASSISTANCE FROM
 MR. IRVING KINNEY, JR. PLS, MEMBER OF THE NORTH JERSEY CHAPTER OF THE NEW JERSEY SOCIETY OF PROFESSIONAL LAND SURVEYORS.  FOR MORE
 INFORMATION PLEASE CONTACT MR. IRVING KINNEY, JR. PLS, P.O. BOX 826, NEWTON, NJ 07860.  TELEPHONE (201) 383-5102.  OR CONTACT MR.
 BARNEY PUTZIGER, CDL, NJ DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625.
 TELEPHONE (609) 530-3689.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N390744
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  BURLINGTON                NEW JERSEY
 ROCKVILLE MD 20852 - JULY 19, 1993                PROJECT ACCESSION NUMBER:  G16320                 BURLINGTON COUNTY
                                                   NEAREST TOWN:  LUMBERTON

                                                LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          0                            16.46     150                            15.42      150.0131       150.0167       0.2
          0                            16.46     400                            14.13      400.0104       400.0172       0.4
          0                            16.46     1000                           13.33     1000.0365      1000.0414       0.6

          150                          15.42     400                            14.13      249.9973       250.0006       0.3
          150                          15.42     1000                           13.33      850.0233       850.0259       0.5

          400                          14.13     1000                           13.33      600.0260       600.0265       0.4

 DESCRIPTION OF BURLINGTON BASE LINE
 YEAR MEASURED: 1979
 YEAR VERIFIED: 1993
 CHIEF OF PARTY: KM

 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.  THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.

 THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2 KM (3.2 MI) NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-
 NORTHEAST OF MT. LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT THE SOUTH JERSEY REGIONAL AIRPORT.  THE BASE LINE RUNS ALONG
 AND IS APPROXIMATELY PARALLEL WITH THE NORTHERN EDGE OF RUNWAY (8-26).  **NOTE**  MARIANNE WORTH, AIRPORT MANAGER, SABRE FLIGHT
 SERVICES, INC., 68 STACY HAINES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE
 AIRPORT ACCESS INFORMATION **.  TELEPHONE (609) 267-3131.

 THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE EAST-NORTHEAST END.  IT CONSISTS OF THE 0,
 150, 400, AND 1000 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND WEST-SOUTHWEST OF THE 0-METER POINT.

 TO REACH THE 0-METER POINT FROM THE TRAFFIC CIRCLE OF STATE HIGHWAY 70 AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED ON THE
 NORTH SIDE OF MEDFORD, GO NORTH ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD).
 CONTINUE NORTHERLY ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF COUNTY ROAD 612 (FOSTERTOWN ROAD) ON THE LEFT AND
 COUNTY ROAD 636 ON THE RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.4 KM (0.2 MI) TO THE INTERSECTION OF STACY HAINES
 ROAD ON THE LEFT WHERE COUNTY ROAD 612 TURNS TO THE WEST.  TURN LEFT AND GO WEST ON COUNTY ROAD 612 FOR 2.0 KM (1.2 MI) TO AN
 INTERSECTION ON THE RIGHT FOR THE SOUTH JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON TO THE MAIN TAXIWAY, CROSSING THE
 AIRCRAFT PARKING AREA, FOR 0.5 KM (0.3 MI) TO THE NORTHERN EDGE OF RUNWAY (8-26).  TURN RIGHT AND GO EAST CROSS-COUNTRY PARALLELING
 THE NORTHERN EDGE OF RUNWAY (8-26) FOR 0.4 KM (0.2 MI) TO THE 0-METER POINT ON THE LEFT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE
 POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 74.6 M (244.8 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 RUNWAY (8-26), 30.5 M (100.0 FT) EAST-NORTHEAST OF REFERENCE MARK NO. 2, 19.2 M (63.0 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF
 RUNWAY (8-26), 18.2 M (59.7 FT) NORTHWEST OF A RUNWAY LIGHT, 7.8 M (25.6 FT) SOUTH-SOUTHEAST OF REFERENCE MARK NO. 1, 7.4 M (24.3
 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1979" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 28.8 M (94.5 FT) NORTHEAST OF A RUNWAY LIGHT, 17.9 M
 (58.7 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26), 14.1 M (46.3 FT) EAST-SOUTHEAST OF REFERENCE MARK NO. 2, 13.4 M
 (44.0 FT) EAST-SOUTHEAST OF A METAL WITNESS POST, 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND 12.4 M (40.7 FT)
 SOUTH-SOUTHWEST OF REFERENCE MARK NO.

 THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "400 1979" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 18.0 M (59.1 FT) SOUTHEAST OF REFERENCE MARK NO. 2,
 17.0 M (55.8 FT) EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF THE MAIN NORTH-SOUTH TAXIWAY, 16.8 M (55.1 FT) NORTH-NORTHWEST OF THE
 NORTHERN EDGE OF RUNWAY (8-26), 15.9 M (52.2 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1, AND 12.4 M (40.7 FT) SOUTH-SOUTHEAST OF A
 FIBERGLASS WITNESS POST.

 THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1000 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 121.0 M (397.0 FT) EAST-NORTHEAST OF THE NORTHWEST
 CORNER OF RUNWAY (8-26), 16.8 M (55.1 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1, 15.1 M (49.5 FT) SOUTHEAST OF REFERENCE MARK NO.
 2, 13.1 M (43.0 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26), AND 7.1 M (23.3 FT) SOUTH-SOUTHEAST OF A FIBERGLASS
 WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH NO STAMPING SET IN THE TOP OF A 23 CM
 (9 IN) DIAMETER CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.0 FT) WEST-SOUTHWEST OF A
 FIBERGLASS WITNESS POST, 20.3 M (66.6 FT) EAST-NORTHEAST OF THE EXTENDED CENTERLINE OF A PAVED TAXIWAY, 19.1 M (62.7 FT) NORTH-
 NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26), AND 17.9 M (58.7 FT) NORTH OF A RUNWAY LIGHT.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS
 STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SURVEYORS ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC
 CONTROL SURVEY, AND REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY DEPARTMENT OF TRANSPORTATION, MR. JESSE KOZLOWSKI OF THE WEST
 JERSEY CHAPTER, AND MR. STEVE MARTINELLI OF THE SOUTH JERSEY CHAPTER OF THE NEW JERSEY PROFESSIONAL SOCIETY OF LAND SURVEYORS. FOR
 MORE INFORMATION PLEASE CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY
 AVENUE, TRENTON, NJ 08625.  TELEPHONE (609) 530-5654.  OR CONTACT MR. JESSE KOZLOWSKI, SURVEYOR AND PLANNER, 804 BIRCHFIELD DRIVE,
 MT. LAUREL, NJ 08054.  TELEPHONE (609) 727-3777.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N400743
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  MERCER  CBL               NEW JERSEY
 ROCKVILLE MD 20852 - JULY 19, 1993                PROJECT ACCESSION NUMBER:  G16320                 MERCER COUNTY
                                                   NEAREST TOWN:  MERCERVILLE

                                                LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          0                            30.93     150                            30.90      150.0133       150.0133       0.3
          0                            30.93     460                            28.56      460.0155       460.0216       0.6
          0                            30.93     990                            30.58      990.0168       990.0168       0.9

          150                          30.90     460                            28.56      310.0022       310.0110       0.5
          150                          30.90     990                            30.58      840.0034       840.0035       0.7

          460                          28.56     990                            30.58      530.0011       530.0050       0.5

 DESCRIPTION OF MERCER BASE LINE
 YEAR MEASURED: 1979
 YEAR RECOVERED: (NO LONGER USEABLE - VISITED IN 1993 SEE USER NOTES)
 CHIEF OF PARTY: KM

 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 990 METER POINT.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.

 THE BASE LINE IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF TRENTON, 3.2 KM (2.0 MI) NORTHEAST OF MERCERVILLE, AND 3.2 KM (2.0 MI)
 WEST OF EDINBURG.  THE BASE LINE RUNS ALONG THE ENTIRE FRONT OF THE MERCER COUNTY COMMUNITY COLLEGE ABOUT 60 M (197 FT) SOUTH OF
 COUNTY ROAD 535.

 THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END.  IT CONSISTS OF THE 0, 150, 460, AND 990 METER POINTS
 WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED OFF LINE AND WEST OF THE 990-METER POINT.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 295 (EXIT 63B) AND STATE HIGHWAY 33 (NOTTINGHAM WAY), LOCATED ON
 THE WEST SIDE OF MERCERVILLE, GO EASTERLY ON STATE HIGHWAY 33 FOR 0.7 KM (0.4 MI) TO A FORK  WITH COUNTY ROAD 652 ON THE LEFT.  BEAR
 LEFT AND GO NORTHEAST ON COUNTY ROAD 652 (NOTTINGHAM WAY) FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF COUNTY ROAD 533 (QUAKERBRIDGE
 ROAD) AND COUNTY ROAD 535 (EDINBURG ROAD).  GO NORTHEASTERLY ON COUNTY ROAD 535 FOR 3.5 KM (2.2 MI) TO THE MAIN ENTRANCE OF THE
 MERCER COUNTY COMMUNITY COLLEGE ON THE LEFT.  CONTINUE NORTHEASTERLY ON COUNTY ROAD 535 (OLD TRENTON ROAD) FOR 0.7 KM (0.4 MI) TO
 THE 0-METER POINT ON THE LEFT, LOCATED BEHIND AND BETWEEN THE PROPERTIES OF HOUSE NUMBERS 1290 AND 1300.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE
 POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 37.7 M (123.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 WOODEN FENCE BEHIND HOUSE NO. 1290, 22.4 M (73.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN SHED, 12.9 M (42.3 FT) EAST
 OF REFERENCE MARK NO. 2 AND A METAL WITNESS POST, AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 129.5 M (424.9 FT) SOUTHEAST OF THE CENTERLINE OF A
 PAVED CAMPUS ROAD, 97.0 M (318.2 FT) NORTH-NORTHWEST OF WOODEN UTILITY POLE NO. 6106, 98.6 M (323.5 FT) NORTH OF THE CENTERLINE OF
 COUNTY ROAD 535, 6.5 M (21.3 FT) SOUTH OF REFERENCE MARK NO. 2 AND A FIBERGLASS WITNESS POST, AND 0.4 M (1.3 FT) WEST-NORTHWEST OF A
 METAL WITNESS POST.

 THE 460-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "460 1979" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 82.3 M (270.0 FT) NORTH OF THE CENTERLINE OF COUNTY
 ROAD 535, 35.0 M (114.8 FT) SOUTH OF THE CENTERLINE OF A PAVED CAMPUS ROAD, AND 0.9 M (3.0 FT) NORTHEAST OF A METAL WITNESS POST.

 THE 990-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "990 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 71.7 M (235.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 ROAD 535, 30.5 M (100.0 FT) EAST OF REFERENCE MARK NO. 2, 25.2 M (82.7 FT) SOUTHWEST OF A METAL LIGHT POST, 16.4 M (53.8 FT) SOUTH
 OF THE CENTERLINE OF A PAVED CAMPUS ROAD, 7.0 M (23.0 FT) SOUTH OF REFERENCE MARK NO. 1, AND 0.6 M (2.0 FT) NORTHEAST OF A METAL
 WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "0 1979" SET IN THE TOP OF A 23 CM
 (9 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND THAT HAS BEEN DAMAGED BY MOWING OPERATIONS AND IS MARRED AND IN
 POOR CONDITION.  IT IS 30.5 M (100.0 FT) WEST OF THE 990-METER POINT, 16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF A PAVED CAMPUS
 ROAD, AND 9.8 M (32.2 FT) SOUTH-SOUTHWEST OF A METAL LIGHT POST.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  THIS BASE LINE WAS NOT
 MEASURED AT THIS TIME DUE TO OVERGROWN VEGETATION.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL LAND SURVEYORS ASSOCIATION OF NEW JERSEY AND THE NEW
 JERSEY GEODETIC CONTROL  SURVEY.  FOR MORE INFORMATION PLEASE CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION,
 GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625.  TELEPHONE (609) 530-5654.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N400741
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  MIDDLESEX                 NEW JERSEY
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G16320                 MIDDLESEX COUNTY

     * * * MIDDLESEX BASE LINE - NO LONGER USEABLE - BUILDING ON LINE * * *

                                               LIST OF ADJUSTED DISTANCES (NOVEMBER 12, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

     0                                 26.02  150                               27.14      150.0159       150.0201        .3
     0                                 26.02  470                               27.98      470.0038       470.0079        .6
     0                                 26.02  620                               27.16      619.9917       619.9927        .8

     150                               27.14  470                               27.98      319.9879       319.9890        .4
     150                               27.14  620                               27.16      469.9759       469.9759        .6

     470                               27.98  620                               27.16      149.9880       149.9902        .5

 DESCRIPTION OF MIDDLESEX BASE LINE
 YEAR MEASURED:  1980
 YEAR RECOVERED:  1993 BUILDING ON LINE - NO LONGER USEABLE
 CHIEF OF PARTY:  CWW

 THE BASE LINE IS LOCATED ON THE CAMPUS OF MIDDLESEX COUNTY COLLEGE.  IT RUNS EAST-WEST ACROSS THE CENTER OF THE CAMPUS ON A
 PROJECTED LINE THAT IS ROUGHLY PARALLEL WITH AVENUE A.

 THE 0 METER POINT IS ON THE WEST EDGE OF THE CAMPUS ABOUT 0.3 MILE NORTH OF THE WEST HALL ANNEX ON FIRST AVENUE.  IT IS 16.25 METERS
 EAST OF THE WESTERN BOUNDARY FENCE, 14.08 METERS WEST OF THE CENTER LINE OF FIRST AVENUE AND 13.81 METERS NORTHWEST OF A STREET
 LIGHT.

 ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS, STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1980, SET IN THE
 TOP OF 0.25 METER ROUND CONCRETE MONUMENTS THAT ARE FLUSH WITH THE GROUND.  ALL OF THE METER POINTS HAVE UNDERGROUND MARKS AND 2
 REFERENCE MARKS.

 THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END.  IT IS MADE UP OF THE 0, 150, 470, AND 620 METER POINTS
 WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET SOUTHWEST OF THE 0 METER POINT.  THE 150 METER POINT IS SET IN THE FIELD (OLD
 GOLF COURSE) EAST OF THE 0 METER POINT.  THE 470 METER POINT IS ON THE SOUTH SIDE OF AVENUE A AND THE 620 METER POINT IS ON THE
 NORTH SIDE OF AVENUE A NEAR THE COUNTY MAINTENANCE YARD ON THE EAST SIDE OF THE CAMPUS.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW JERSEY GEODETIC CONTROL SURVEY.  FOR FURTHER INFORMATION CONTACT MR.
 HAROLD W. NEIL, BUREAU OF GEOLOGY AND TOPOGRAPHY, DEPARTMENT OF ENVIRONMENTAL PROTECTION, P.O. BOX 2809, TRENTON, NEW JERSEY 08625.
 TELEPHONE 609-292-2576.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N390752
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  MILLVILLE                 NEW JERSEY
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G16320                 CUMBERLAND COUNTY

      * * * MILLVILLE BASE LINE -  NO LONGER USEABLE - BUILDING ON LINE * * *

                                               LIST OF ADJUSTED DISTANCES (JANUARY 28,1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          0                            20.69     150                            21.12      150.0157       150.0163       0.4
          0                            20.69     430                            21.64      430.0301       430.0312       0.6
          0                            20.69     1300                           26.29     1299.9681      1299.9801       0.9

          150                          21.12     430                            21.64      280.0145       280.0150       0.5
          150                          21.12     1300                           26.29     1149.9524      1149.9640       0.7

          430                          21.64     1300                           26.29      869.9378       869.9503       0.5

 DESCRIPTION OF MILLVILLE BASE LINE
 YEAR MEASURED:  1979
 CHIEF OF PARTY:  CWW

 THE BASE LINE IS LOCATED ABOUT 3 MILES SOUTHWEST OF MILLVILLE, ALONG THE EASTERN EDGE OF THE OLD NORTHEAST-SOUTHWEST RUNWAY AT THE
 MILLVILLE MUNICIPAL AIRPORT.

 TO REACH THE BASE LINE FROM THE AIRPORT ENTRANCE AT THE JUNCTION OF CEDARVILLE ROAD (COUNTY ROUTE 10) AND BOGDEN BOULEVARD, GO
 SOUTHEAST ON BOGDEN BOULEVARD FOR 0.3 MILE TO A FORK, BEAR RIGHT AND TAKE THE CENTER ROAD (LEDDON ROAD) STRAIGHT AHEAD FOR 0.2 MILE
 TO LEWIS HAND ROAD.  TURN LEFT ON LEWIS HAND ROAD AND GO EASTERLY FOR 0.05 MILE TO A BARRICADE ACROSS THE ROAD.  PASS AROUND THE
 BARRICADE AND CONTINUE EASTERLY FOR 0.15 MILE TO WHERE THE ROAD MEETS THE OLD NORTHEAST-SOUTHWEST RUNWAY.  BEAR RIGHT, CROSS THE
 RUNWAY (1300 METER POINT IS AT THIS END) AND GO SOUTHERLY ALONG THE EASTERN EDGE OF THE OLD RUNWAY FOR 0.4 MILE TO WHERE IT
 JUNCTIONS WITH THE NEW RUNWAYS.  CROSS THE NEW RUNWAYS AND CONTINUE SOUTHERLY ON THE OLD RUNWAY FOR 0.45 MILE TO WHERE IT MEETS THE
 NORTH-SOUTH RUNWAY.  TURN LEFT ON THE NORTH-SOUTH RUNWAY AND GO FOR 13 FEET TO THE METER POINT ON THE LEFT.

 THE 0 METER POINT IS 100 FEET SOUTHWEST OF REFERENCE MARK NUMBER 1, 51.6 FEET NORTH OF REFERENCE MARK NUMBER 2, 32 FEET EAST OF THE
 EAST EDGE OF THE NORTH-SOUTH RUNWAY AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.

 ALL OF THE MARKS ARE STANDARD BASE LINE DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE MONUMENTS THAT PROJECT ABOUT 4 INCHES.  ALL
 OF THE METER POINTS HAVE TWO REFERENCE MARKS AND AN UNDERGROUND MARK SET ABOUT 5 FEET BELOW THE SURFACE.  ALL OF THE MARKS ARE
 STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1978.

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END.  IT IS MADE UP OF THE 0, 150, 430, AND 1300
 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTHEAST OF THE 0 METER POINT AND STAMPED 0 RM 1.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SURVEYORS ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC CONTROL
 SURVEY.  FOR FURTHER INFORMATION CONTACT MR. HAROLD W. NEIL, STATE TOPOGRAPHIC ENGINEER, BUREAU OF GEOLOGY AND TOPOGRAPHY,
 DEPARTMENT OF ENVIRONMENTAL PROTECTION, P.O. BOX 1390, TRENTON, NEW JERSEY 08625.  TELEPHONE 609-292-2576.
 
1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N400741
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  MORRIS                    NEW JERSEY
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G16320                 MORRIS COUNTY
                                                   NEAREST TOWN:  PARSIPPANY

     * * *  MORRIS BASE LINE  IS UNSAFE - SEE NEW DESCRIPTION BELOW  * * *

                                               LIST OF ADJUSTED DISTANCES (NOVEMBER 12, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
 FROM STATION                       ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

     0                                 80.16     150                            78.53      150.0041       150.0130        .3
     0                                 80.16     300                            77.42      300.0094       300.0219        .4
     0                                 80.16    1400                            71.80     1399.9983      1400.0233        .6

     150                               78.53     300                            77.42      150.0053       150.0094        .2
     150                               78.53    1400                            71.80     1249.9941      1250.0122        .4

     300                               77.42    1400                            71.80     1099.9888      1100.0031        .3

 DESCRIPTION OF MORRIS BASE LINE
 YEAR MEASURED: 1980
 YEAR RECOVERED: (UNSAFE - VISITED IN 1993 SEE USER NOTES)
 CHIEF OF PARTY: KM

 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.

 THE BASE LINE IS LOCATED IN PARSIPPANY TOWNSHIP IN THE INDUSTRIAL PARK AREA WHICH LIES IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 INTERSTATE HIGHWAYS 80 AND 287.  THE BASE LINE RUNS ALONG JEFFERSON ROAD BETWEEN PARSIPPANY ROAD AND SMITH ROAD.

 THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTH-NORTHEAST END.  IT CONSISTS OF THE 0,
 150, 300, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SLIGHTLY OFF LINE AND SOUTHWEST OF THE 0-METER
 POINT.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE 287 (EXIT 38) AND U.S. HIGHWAY 46, LOCATED IN PARSIPPANY, GO EAST ON U.S.
 HIGHWAY 46 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF SMITH ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY CURVING TO EAST ON SMITH
 ROAD FOR 1.0 KM (0.6 MI) TO THE INTERSECTION OF JEFFERSON ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON JEFFERSON ROAD FOR 0.3
 KM (0.2 MI) TO THE 0-METER POINT ON THE RIGHT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "0 1980" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.0 FT) NORTHEAST OF REFERENCE MARK NO. 2, 7.7 M (25.3 FT)
 WEST-NORTHWEST OF THE CENTERLINE OF JEFFERSON ROAD, 3.9 M (12.8 FT) NORTH-NORTHEAST OF A FIRE HYDRANT, AND 1.5 M (4.9 FT) EAST-
 SOUTHEAST OF A METAL WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "150 1980" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 14.7 M (48.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 A PAVED ENTRANCE DRIVE, 7.0 M (23.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF JEFFERSON ROAD, 6.4 M (21.0 FT) SOUTH OF A WOODEN
 UTILITY POLE, 4.9 M (16.1 FT) NORTH-NORTHEAST OF A FIRE HYDRANT, AND 0.7 M (2.3 FT) NORTHEAST OF A METAL WITNESS POST.

 THE 300-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "300 1980" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21.8 M (71.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF WEBRO ROAD, 18.O M
 (59.1 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO. 2, 8.6 M (28.2 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 8.5 M (27.9 FT) NORTHEAST OF
 UTILITY POLE NO. BT3837PTH, AND 6.3 M (20.7 FT) WEST-NORTHWEST OF THE CENTERLINE OF JEFFERSON ROAD.

 THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "1400 1980" SET IN THE TOP OF A 25 CM (10 IN)
 DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 22.7 M (74.5 FT) SOUTHWEST OF A PAVED ENTRANCE
 DRIVE, 5.2 M (17.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF JEFFERSON ROAD, 1.4 M (4.6 FT) NORTH-NORTHEAST OF WOODEN UTILITY POLE NO.
 BT3714PTH, AND 0.7 M (2.3 FT) WEST-NORTHWEST OF A METAL WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A NEW JERSEY GEODETIC CONTROL SURVEY DISK STAMPED "0 RM 2 1980" SET IN THE TOP OF A 23 CM
 (9 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.0 FT) SOUTHWEST OF A METAL WITNESS POST, 18.9
 M (62.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A PAVED ENTRANCE DRIVE, 8.9 M (29.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 JEFFERSON ROAD, AND 5.8 M (19.0 FT) EAST OF THE NORTHEAST CORNER OF A CONCRETE SIGN BASE FOR LEXUS.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  THIS BASE LINE WAS NOT
 MEASURED AT THIS TIME DUE TO NOT MEETING CURRENT NGS SITE SPECIFICATIONS.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW JERSEY GEODETIC CONTROL SURVEY.  FOR MORE INFORMATION PLEASE
 CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 08625.  TELEPHONE (609) 530-5654.

 REV. 07/19/93
 
1US DEPARTMENT OF COMMERCE - NOAA        CALIBRATION BASE LINE DATA                        QUAD:  N400743
 NOS - NATIONAL GEODETIC SURVEY          BASE LINE DESIGNATION:  SKILLMAN                  NEW JERSEY
 ROCKVILLE MD 20852 - JULY 19, 1993      PROJECT ACCESSION NUMBER: G16320                  SOMERSET COUNTY
                                         NEAREST TOWN:  SKILLMAN

                                                LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980)

                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)

          0                            38.02     150                            38.80      150.0074       150.0094       0.2
          0                            38.02     400                            38.35      400.0049       400.0050       0.4
          0                            38.02     1000                           42.65      999.9826       999.9933       0.6

          150                          38.80     400                            38.35      249.9975       249.9979       0.3
          150                          38.80     1000                           42.65      849.9753       849.9840       0.5

          400                          38.35     1000                           42.65      599.9776       599.9930       0.3

 DESCRIPTION OF SKILLMAN BASE LINE
 YEAR MEASURED: 1979
 YEAR VERIFIED: 1993
 CHIEF OF PARTY: KM

 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.  THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.

 THE BASE LINE IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF MILLSTONE, 6.8 KM (4.2 MI) NORTH-NORTHWEST OF PRINCETON, 6.3 KM (3.9
 MI) NORTHEAST OF HOPEWELL, AND 1.9 KM (1.2 MI) NORTH OF BLAWENBURG.  THE BASE LINE IS LOCATED IN SKILLMAN. THE BASE LINE RUNS ALONG
 AND IS APPROXIMATELY PARALLEL WITH THE SOUTHERN EDGE OF SKILLMAN ROAD AND THE NORTHERN BOUNDARIES OF THE NEW JERSEY NEURO-
 PSYCHIATRIC INSTITUTE TO THE EAST AND THE NEW JERSEY TRAINING SCHOOL FOR BOYS TO THE WEST.

 THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END.  IT CONSISTS OF THE 0, 150, 400, AND 1000 METER POINTS
 WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED OFF LINE AND EAST OF THE 0-METER POINT.

 TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 206 AND COUNTY ROAD 518, LOCATED WEST OF ROCKY HILL, GO WESTERLY ON
 COUNTY ROAD 518 FOR 4.7 KM (2.9 MI) TO THE INTERSECTION OF COUNTY ROAD 601 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 601
 FOR 1.5 KM (0.9 MI) TO THE INTERSECTION OF SKILLMAN ROAD ON THE RIGHT, COUNTY ROAD 602 (CAMPMEETING AVENUE) ON THE LEFT, AND THE
 SKILLMAN POST OFFICE LOCATED IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON SKILLMAN ROAD FOR 0.45 KM (0.28 MI) TO THE 0-METER
 POINT ON THE RIGHT.

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE  DISK STAMPED "0 1979" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE
 POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.0 FT) WEST OF REFERENCE MARK NO. 1, 10.5 M (34.4
 FT) EAST-SOUTHEAST OF WOODEN UTILITY POLE NO. 41010S, 10.3 M (33.8 FT) SOUTH OF THE CENTERLINE OF SKILLMAN ROAD, AND 0.9 M (3.0 FT)
 NORTH OF A METAL WITNESS POST.

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1979" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 CONCRETE POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 19.2 M (63.0 FT) WEST OF REFERENCE MARK NO. 2, 14.8 M
 (48.6 FT) SOUTH OF WOODEN UTILITY POLE NO. A60831MT, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF SKILLMAN ROAD, AND 0.9 M (3.0 FT)
 NORTH OF A METAL WITNESS POST.

 THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "400 1979" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 46.6 M (152.9 FT) EAST OF THE CENTERLINE OF COUNTY ROAD
 601, 41.0 M (134.5 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 15.5 M (50.9 FT) SOUTH-SOUTHWEST OF WOODEN UTILITY POLE NO. A60826MT, 9.0 M
 (29.5 FT) SOUTH OF THE CENTERLINE OF SKILLMAN ROAD, AND 0.9 M (3.0 FT) NORTH OF A METAL WITNESS POST.

 THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1000 1979" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 CONCRETE POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 15.4 M (50.5 FT) WEST-SOUTHWEST OF REFERENCE MARK NO.
 1, 14.2 M (46.6 FT) SOUTHEAST OF REFERENCE MARK NO. 2, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 602, AND 0.9 M (3.0
 FT) NORTH OF A METAL WITNESS POST.

 THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "0 RM1 1979" SET IN THE TOP OF A
 23 CM (9 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 30.5 M (100.0 FT) EAST OF A METAL
 WITNESS POST, 18.4 M (60.4 FT) WEST-SOUTHWEST OF A FIRE HYDRANT, 10.3 M (33.8 FT) SOUTH OF THE CENTERLINE OF SKILLMAN ROAD, AND 0.3
 M (1.0 FT) NORTH OF A METAL WITNESS POST.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  SAFETY PRECAUTIONS ARE
 RECOMMENDED DUE TO TRAFFIC ON HIGHWAY.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COUNTY OF SOMERSET AND THE NEW JERSEY GEODETIC CONTROL SURVEY AND
 REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY DEPARTMENT OF TRANSPORTATION.  FOR MORE INFORMATION PLEASE CONTACT MR. BERNARD
 PUTZIGER, NJ DEPARTMENT OF TRANSPORTION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625. TELEPHONE (609)
 530-5654.