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.