STATE OF NEW JERSEY CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD ANDOVER (1980) NEW JERSEY SUSSEX N400744 ANDOVER CBL (1993 REMEASURED) NEW JERSEY SUSSEX N410753 BURLINGTON (1979) NEW JERSEY BURLINGTON N390744 BURLINGTON (1993 VERIFIED) NEW JERSEY BURLINGTON N390744 BURLINGTON CBL (2005 RE-MEASURED) NEW JERSEY BURLINGTON N390744 FOLSOM CBL (2005) NEW JERSEY ATLANTIC N390744 LACEY CBL (2005) NEW JERSEY OCEAN N390741 MERCER (0 PT DISTURBED) NEW JERSEY MERCER N400743 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 MONMOUTH CBL (2005) NEW JERSEY MONMOUTH N400742 MORRIS (1980 - UNSAFE) NEW JERSEY MORRIS N400741 MORRIS (1993 - UNSAFE) NEW JERSEY MORRIS N400741 PASSAIC CBL (2005) NEW JERSEY PASSAIC N410742 SKILLMAN (1979) NEW JERSEY SOMERSET N400743 SKILLMAN (1993 VERIFIED) NEW JERSEY SOMERSET N400743 SKILLMAN CBL (2005 VERIFIED) NEW JERSEY SOMERSET N400743 1 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N400744 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ANDOVER NEW JERSEY ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16320 SUSSEX COUNTY LIST OF ADJUSTED DISTANCES (NOVEMBER 10, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 177.70 150 177.90 150.0028 150.0029 .2 0 177.70 300 177.98 300.0079 300.0081 .3 0 177.70 580 177.89 580.0097 580.0097 .5 150 177.90 300 177.98 150.0051 150.0052 .3 150 177.90 580 177.89 430.0069 430.0069 .4 300 177.98 580 177.89 280.0017 280.0018 .3 DESCRIPTION OF ANDOVER BASE LINE YEAR MEASURED: 1980 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ABOUT 1.0 MILE NORTHEAST OF ANDOVER ALONG THE EASTERN EDGE OF THE GRASS RUNWAY WHICH IS PARALLEL TO THE PAVED RUNWAY ON THE AEROFLEX ANDOVER AIRPORT. THE 580 METER POINT IS LOCATED ON THE NORTHEAST END OF THE GRASS RUNWAY. IT IS 6.7 METERS NORTH OF THE FLASHING SIGNAL LIGHT AT THE NORTHEAST END OF THE RUNWAYS, 6.0 METERS WEST OF THE CENTER OF THE GRAVEL ENTRANCE ROAD AND 3.45 METERS NORTH OF THE CENTER OF A 0.32 METER ROUND CORRUGATED CULVERT. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS, STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1979, SET IN THE TOP OF 0.25 METER ROUND CONCRETE MONUMENTS THAT PROJECT UP TO 0.06 METER ABOVE THE GROUND. ALL OF THE METER POINTS HAVE UNDERGROUND MARKS AND TWO REFERENCE MARKS. 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, 300, AND 580 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET SOUTHWEST OF THE 580 METER POINT. ALL OF THE MARKS ARE SET ON THE EASTERN EDGE OF THE GRASS RUNWAY AND ARE MARKED BY ORANGE TRAFFIC CONES. 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: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 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. 1THE 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 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16320 BURLINGTON COUNTY 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 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF MOUNT HOLLY, 3 MILES NORTH OF MEDFORD AND 2.5 MILES SOUTHWEST OF LUMBERTON ALONG THE NORTHERN EDGE OF THE BURLINGTON COUNTY AIRPORT RUNWAY. THE 0 METER POINT IS 245 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE RUNWAY, 63 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY, 60 FEET NORTHWEST OF A RUNWAY LIGHT AND 24 FEET SOUTH OF A METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD BASE LINE DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE MONUMENTS. ALL OF THE METER POINTS HAVE TWO REFERENCE MARKS AND AN UNDERGROUND MARK SET ABOUT 5 FEET BELOW THE SURFACE. ALL OF THE SURFACE MARKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1979. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 400, AND 1000 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET WEST OF THE 0 METER POINT AND STAMPED RM 2 1979. 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: 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. 1THE 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: N390744 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BURLINGTON CBL NEW JERSEY SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16320 BURLINGTON COUNTY NEAREST TOWN: MT HOLLY LIST OF ADJUSTED DISTANCES (9/2/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV (M) TO STATION ELEV (M) HORIZONTAL MARK - MARK ERROR(MM) 0 1979 16.460 150 1979 15.420 150.0136 150.0172 .1 0 1979 16.460 400 1979 14.130 400.0094 400.0162 .1 0 1979 16.460 1000 1979 13.330 1000.0332 1000.0381 .2 150 1979 15.420 400 1979 14.130 249.9958 249.9992 .1 150 1979 15.420 1000 1979 13.330 850.0196 850.0221 .1 400 1979 14.130 1000 1979 13.330 600.0237 600.0242 .1 DESCRIPTION OF BURLINGTON CALIBRATION BASE LINE YEAR MEASURED: 1979 YEAR VERIFIED: 1993 YEAR RE-MEASURED: 2005 CHIEF OF PARTY: FAC THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF VINCENTOWN, 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). 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. TO REACH THE AIRPORT MANAGEMENT OFFICE FROM THE INTERSECTION OF STATE ROUTE 38 AND COUNTY ROAD 541 (MAIN STREET) AT A TRAFFIC LIGHT, GO SOUTHWEST ON COUNTY ROAD 541 FOR 4.8 KM (3.0 MI) TO THE CROSSROADS INTERSECTION WITH FOSTERTOWN ROAD (COUNTY ROAD 636) AT A TRAFFIC LIGHT. TURN RIGHT AND GO NORTHWEST ON FOSTERTOWN ROAD FOR 0.4 KM (0.25 MI) TO THE SKEWED TEE JUNCTION WITH STACEY HAINES ROAD (COUNTY ROAD 612) ON THE LEFT. TURN LEFT AND GO WEST ON STACEY HAINES ROAD FOR ABOUT 1.6 KM (1.0 MI) TO THE ENTRANCE DRIVE LEADING TO THE SOUTH JERSEY REGIONAL AIRPORT ON THE RIGHT. TURN RIGHT INTO THE DRIVE AND GO NORTH ON THE ENTRANCE DRIVE FOR ABOUT 0.10 KM (0.06 MI) TO THE AIRPORT OPERATIONS BUILDING AND MANAGEMENT OFFICE ON THE LEFT. *************************************************************NOTE************************************************************ 1. IN ORDER TO USE THIS CALIBRATION BASELINE, THE FOLLOWING PROCEDURES MUST BE FOLLOWED: * CONTACT THE AIRPORT MANAGEMENT OFFICE AT LEAST 3 BUSINESS DAYS PRIOR TO INTENDED USE OF THE BASELINE. * AIRPORT MANAGEMENT WILL DETERMINE AVAILABILITY OF THE DESIRED DATE OF OCCUPATION BASED ON PRIOR REQUESTS OR AIRPORT OPERATION PRIORITIES. * UPON ARRIVAL, VISITORS MUST SIGN LOGIN SHEET LOCATED IN THE AIRPORT MANAGEMENT OFFICE. ADDITIONAL SPECIFIC INSTRUCTIONS WILL BE PROVIDED AT THIS TIME. MANAGEMENT RESERVES THE RIGHT TO PROVIDE OFFICIAL ESCORT FROM THE MANAGEMENT OFFICE TO THE BASELINE LOCATION. * UPON COMPLETION OF CALIBRATION BASELINE ACTIVITIES,VISITORS MUST CONTACT THE AIRPORT MANAGEMENT OFFICE BY CELL PHONE. MANAGEMENT RESERVES THE RIGHT TO PROVIDE OFFICIAL ESCORT FROM THE BASELINE LOCATION TO THE MANAGEMENT OFFICE. * BEFORE DEPARTURE, VISITORS MUST SIGN LOGOUT SHEET LOCATED IN THE AIRPORT MANAGEMENT OFFICE. 2. FLASHING AMBER SAFETY LIGHTS ARE REQUIRED ON ALL PRIVATE SURVEY VEHICLES WHILE ENGAGED IN CALIBRATION BASELINE ACTIVITES. 3. ALL SURVEY PERSONNEL ARE REQUIRED TO WEAR SAFETY VESTS WHILE PERFORMING INSTRUMENT CALIBRATIONS. 4. AIRPORT MANAGEMENT MAY REQUIRE PROOF OF GENERAL LIABILITY INSURANCE PRIOR TO OCCUPATION. 5. THE AIRPORT MANAGEMENT OFFICE CAN BE REACHED AT THE FOLLOWING TELEPHONE NUMBER: (609) 267-3131 OR BY FAX: (609) 267-0836. 1USER 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. *************************************************************NOTE************************************************************ 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 FROM THE NORTHEAST CORNER OF RUNWAY (8-26), 30.5 M (100.0 FT) EAST-NORTHEAST FROM REFERENCE MARK NO. 2, 19.2 M (63.0 FT) NORTH-NORTHWEST FROM THE NORTHERN EDGE OF RUNWAY (8-26), 18.2 M (59.7 FT) NORTHWEST FROM A RUNWAY LIGHT AND 7.8 M (25.6 FT) SOUTH-SOUTHEAST FROM REFERENCE MARK NO. 1. TWO FLEXIBLE PLASTIC DELINEATORS ALSO SURROUND THIS STATION. 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 FROM A RUNWAY LIGHT, 17.9 M (58.7 FT) NORTH-NORTHWEST FROM THE NORTHERN EDGE OF RUNWAY (8-26), 14.1 M (46.3 FT) EAST-SOUTHEAST FROM REFERENCE MARK NO. 2, AND 12.4 M (40.7 FT) SOUTH-SOUTHWEST FROM REFERENCE MARK NO. 1. TWO FLEXIBLE PLASTIC DELINEATORS ALSO SURROUND THIS STATION. 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 FROM REFERENCE MARK NO. 2, 17.0 M (55.8 FT) EAST-SOUTHEAST FROM THE EXTENDED CENTERLINE OF THE MAIN NORTH-SOUTH TAXIWAY, 16.8 M (55.1 FT) NORTH-NORTHWEST FROM THE NORTHERN EDGE OF RUNWAY (8-26) AND 15.9 M (52.2 FT) SOUTH-SOUTHWEST FROM REFERENCE MARK NO. 1. TWO FLEXIBLE PLASTIC DELINEATORS ALSO SURROUND THIS STATION. 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 SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 121.0 M (397.0 FT) EAST-NORTHEAST FROM THE NORTHWEST CORNER OF RUNWAY (8-26), 16.8 M (55.1 FT) SOUTH-SOUTHWEST FROM REFERENCE MARK NO. 1, 15.1 M (49.5 FT) SOUTHEAST FROM REFERENCE MARK NO. 2, AND 13.1 M (43.0 FT) NORTH-NORTHWEST FROM THE NORTHERN EDGE OF RUNWAY (8-26). TWO FLEXIBLE PLASTIC DELINEATORS ALSO SURROUND THIS STATION. THIS BASELINE WAS RE-ESTABLISHED BY THE NEW JERSEY GEODETIC SURVEY. FOR MORE INFORMATION,PLEASE CONTACT MR.WARREN PAYTON, NGS ADVISOR TO NEW JERSEY, NJDOT GEODETIC SURVEY, 1035 PARKWAY AVE BLDG #6, TRENTON NJ 08625, PHONE (609)530-5654, EMAIL: WARREN.PAYTON@NOAA.GOV. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N390744 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: FOLSOM CBL NEW JERSEY SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16320 ATLANTIC COUNTY NEAREST TOWN: HAMMONTON LIST OF ADJUSTED DISTANCES (8/27/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) FOLSOM 0 2005 28.926 FOLSOM 150 2005 28.020 149.9766 149.9793 .1 FOLSOM 0 2005 28.926 FOLSOM 400 2005 23.573 400.0882 400.1240 .1 FOLSOM 0 2005 28.926 FOLSOM 900 2005 19.101 900.1846 900.2382 .1 FOLSOM 0 2005 28.926 FOLSOM 1000 2005 18.687 1000.1649 1000.2174 .2 FOLSOM 150 2005 28.020 FOLSOM 400 2005 23.573 250.1116 250.1511 .1 FOLSOM 150 2005 28.020 FOLSOM 900 2005 19.101 750.2081 750.2611 .1 FOLSOM 150 2005 28.020 FOLSOM 1000 2005 18.687 850.1884 850.2396 .1 FOLSOM 400 2005 23.573 FOLSOM 900 2005 19.101 500.0964 500.1164 .1 FOLSOM 400 2005 23.573 FOLSOM 1000 2005 18.687 600.0767 600.0966 .1 FOLSOM 900 2005 19.101 FOLSOM 1000 2005 18.687 99.9803 99.9811 .1 DESCRIPTION OF FOLSOM CALIBRATION BASE LINE YEAR MEASURED: 2005 CHIEF OF PARTY: FAC THE BASELINE IS LOCATED ABOUT 4.9 KM (3.1 MI) SOUTHWEST FROM THE TOWN OF HAMMONTON, 17.7 KM (11.0 MI ) NORTHWEST FROM THE CITY OF EGG HARBOR CITY AND 15.3 KM (9.5 MI) SOUTHEAST FROM WILLIAMSTOWN. THE BASELINE IS LOCATED IN FOLSOM BOROUGH. THE BASELINE RUNS PARALLEL WITH THE SOUTHEAST EDGE OF STATE ROUTE 54 AND IS LOCATED IN A GRASS LANDSCAPED AREA. THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE NORTHEAST END. IT CONSISTS OF 0, 150, 400, 900 AND 1000 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE ROUTE 54 AND THE ATLANTIC CITY EXPRESSWAY AT INTERCHANGE 28, GO SOUTHWEST ON STATE ROUTE 54 FOR 1.9 KM (1.2 MI) TO THE STATION ON THE LEFT. THE 0-METER POINT IS ALSO LOCATED JUST SOUTHEAST FROM THE JUNCTION OF STATE ROUTE 54 AND MAYS LANDING-BLUE ANCHOR ROAD (COUNTY ROAD 561 AND STATE ROUTE 73). THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "FOLSOM 0 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 8.7 M (28.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF STATE ROUTE 54, 18.0 M (59.1 FT) WEST FROM WOOD UTILITY POLE NUMBER H 1402 AND 24.9 M (81.7 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER H 5755. THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "FOLSOM 150 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 8.2 M (26.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF STATE ROUTE 54, 23.8 M (78.1 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER H 5757 AND 19.9 M (65.3 FT) WEST FROM WOOD UTILITY POLE NUMBER H 1404. THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS. THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "FOLSOM 400 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.8 M (25.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF STATE ROUTE 54, 10.7 M (35.1 FT) NORTH NORTHEAST FROM WOOD UTILITY POLE NUMBER H 5760 AND 40.2 M (131.9 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER H 1407. THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS. THE 900-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "FOLSOM 900 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.8 M (22.3 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF STATE ROUTE 54, 11.7 M (38.4 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER H 5899, 44.7 M (146.7 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER H 5896 AND 13.1 M (43.0 FT) SOUTH SOUTHEAST FROM A VERTICAL RECTANGULAR TRAFFIC SIGN FOR MILE POST 7. THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS. THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "FOLSOM 1000 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 9.0 M (29.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF STATE ROUTE 54, 15.8 M (51.8 FT) WEST NORTHWEST FROM WOOD UTILITY POLE NUMBER BT 58-135 AND 35.8 M (117.4 FT) NORTHEAST WOOD UTILITY POLE NUMBER BT 136. THIS STATION IS SURROUNDED BY TWO METAL WITNESS POSTS WITH ATTACHED SIGNS. 1USER 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 BASELINE WAS ESTABLISHED BY THE NEW JERSEY GEODETIC SURVEY. FOR MORE INFORMATION, PLEASE CONTACT MR. WARREN PAYTON, NGS ADVISOR TO NEW JERSEY, NJDOT GEODETIC SURVEY, 1035 PARKWAY AVE BLDG #6, TRENTON NJ 08625, PHONE (609)530-5654, EMAIL: WARREN.PAYTON@NOAA.GOV. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N390741 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LACEY CBL NEW JERSEY SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16320 OCEAN COUNTY NEAREST TOWN: WHITING LIST OF ADJUSTED DISTANCES (8/23/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) LACEY 0 2004 27.106 LACEY 150 2004 27.073 149.9347 149.9347 .1 LACEY 0 2004 27.106 LACEY 400 2004 27.413 399.9216 399.9218 .1 LACEY 0 2004 27.106 LACEY 1000 2004 31.425 999.9638 999.9731 .2 LACEY 150 2004 27.073 LACEY 400 2004 27.413 249.9870 249.9872 .1 LACEY 150 2004 27.073 LACEY 1000 2004 31.425 850.0291 850.0402 .1 LACEY 400 2004 27.413 LACEY 1000 2004 31.425 600.0421 600.0555 .1 DESCRIPTION OF LACEY CALIBRATION BASE LINE YEAR MEASURED: 2005 CHIEF OF PARTY: FAC THE BASELINE IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTHEAST FROM WHITING, 10.4 KM (6.5 MI ) WEST FROM TOMS RIVER AND 11.6 KM (7.2 MI) SOUTH SOUTHEAST FROM LAKEHURST. THE BASELINE IS LOCATED IN LACEY TOWNSHIP. THE BASELINE RUNS PARALLEL WITH THE SOUTHWEST SIDE OF LACEY ROAD, COUNTY ROAD 614 AND IS LOCATED WITHIN AN UNDEVELOPED GRASS AREA. THE BASELINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT AT THE SOUTHEAST END. IT CONSISTS OF 0, 150, 400, AND 1000 METER POINTS. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF COUNTY ROAD 530 AND LACEY ROAD, COUNTY ROAD 614, GO SOUTHEAST ON LACEY ROAD FOR 6.6 KM (4.1 MI) TO THE STATION ON THE RIGHT. THE 0-METER POINT IS ALSO LOCATED WEST AND ACROSS THE ROAD FROM THE BAMBER LAKES FIRE COMPANY, STATION 59 SQUAD, BUILDING. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "LACEY 0 2004" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.7 M (25.3 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 4.7 M (15.4 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER JC 90138L, 21.5 M (70.5 FT) SOUTHWEST FROM AND ACROSS THE ROAD FROM WOOD UTILITY POLE NUMBER JC 1029L, 53.6 M (175.8 FT) NORTH FROM WOOD UTILITY POLE NUMBER 90139L AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL WITNESS POST WITH ATTACHED SIGN. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "LACEY 150 2004" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.9 M (25.9 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 24.6 M (80.7 FT) SOUTH FROM A VERTICAL RECTANGULAR TRAFFIC SIGN FOR MILE POST 4 ON THE SOUTHWEST SIDE OF LACEY ROAD, 43.1 M (141.4 FT) NORTH FROM WOOD UTILITY POLE NUMBER JC 90136, 11.1 M (36.4 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 90135 AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL WITNESS POST WITH ATTACHED SIGN. THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "LACEY 400 2004" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 8.1 M (26.6 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 26.9 M (88.2 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 90130L, 27.4 M (89.9 FT) NORTH FROM WOOD UTILITY POLE NUMBER JC 90131L, 25.2 M (82.7 FT) WEST AND ACROSS THE ROAD FROM WOOD UTILITY POLE NUMBER JC 1022L AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL WITNESS POST WITH ATTACHED SIGN. THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "LACEY 1000 2004" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.5 M (24.6 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF LACEY ROAD, 19.9 M (65.3 FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER JC 90119L, 34.8 M (114.2 FT) NORTH FROM WOOD UTILITY POLE NUMBER JC 90120L AND 1.0 M (3.3 FT) NORTHEAST FROM A METAL WITNESS POST WITH ATTACHED SIGN. 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 THE COUNTY ROAD AND VISITORS TO THE POPCORN PARK ZOO, LOCATED NEAR THE 1000-METER POINT. THIS BASELINE WAS ESTABLISHED BY THE NEW JERSEY GEODETIC SURVEY. FOR MORE INFORMATION, PLEASE CONTACT MR. WARREN PAYTON, NGS ADVISOR TO NEW JERSEY, NJDOT GEODETIC SURVEY, 1035 PARKWAY AVE BLDG #6, TRENTON NJ 08625, PHONE (609)530-5654, EMAIL: WARREN.PAYTON@NOAA.GOV. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N400743 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MERCER NEW JERSEY ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16320 MERCER COUNTY * * * MERCER BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION BELOW * * * 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 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ABOUT 6 MILES NORTHEAST OF TRENTON, 2 MILES NORTHEAST OF MERCERVILLE AND 2 MILES WEST OF EDINBURG ON THE FRONT CAMPUS OF THE MERCER COUNTY COMMUNITY COLLEGE. THE 0 METER POINT IS LOCATED IN THE SOUTHEAST CORNER OF THE CAMPUS WHICH IS BEHIND THE THIRD HOUSE ON THE EAST SIDE OF THE CAMPUS. IT IS 42.3 FEET NORTHEAST OF REFERENCE MARK NUMBER 2, 16 FEET NORTHWEST OF THE PROPERTY CORNER MARKER AND 2.4 FEET NORTHEAST OF A METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE MONUMENTS THAT PROJECT ABOUT 4 INCHES. EACH METER POINT HAS AN UNDERGROUND MARK SET ABOUT 5 FEET BELOW THE SURFACE. ALL OF THE SURFACE MARKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1979. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 460, AND 990 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET WEST OF THE 990 METER POINT AND STAMPED RM 2 990 1979. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL LAND SURVEYORS ASSOCIATION OF NEW 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. US 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 * * * MERCER BASE LINE - NO LONGER USEABLE - SEE USER NOTES * * * 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. 1TO 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 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 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 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: N400742 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MONMOUTH CBL NEW JERSEY SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16320 MONMOUTH COUNTY NEAREST TOWN: WALL TOWNSHIP LIST OF ADJUSTED DISTANCES (8/18/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) MONMOUTH 0 2005 32.455 MONMOUTH 150 2005 32.632 150.0220 150.0221 .1 MONMOUTH 0 2005 32.455 MONMOUTH 400 2005 32.845 400.0429 400.0431 .1 MONMOUTH 0 2005 32.455 MONMOUTH 1000 2005 37.450 999.9539 999.9663 .2 MONMOUTH 150 2005 32.632 MONMOUTH 400 2005 32.845 250.0209 250.0209 .1 MONMOUTH 150 2005 32.632 MONMOUTH 1000 2005 37.450 849.9318 849.9455 .1 MONMOUTH 400 2005 32.845 MONMOUTH 1000 2005 37.450 599.9109 599.9285 .1 DESCRIPTION OF MONMOUTH CALIBRATION BASE LINE YEAR MEASURED: 2005 CHIEF OF PARTY: FAC THE BASELINE IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHEAST FROM FARMINDALE, 10.4 KM (6.5 MI) SOUTHWEST FROM ASBURY PARK AND 9.7 KM (6.0 MI) NORTHEAST FROM LAKEWOOD. THE BASELINE IS LOCATED IN WALL TOWNSHIP ON THE GROUNDS OF THE MONMOUTH EXECUTIVE AIRPORT. THE BASELINE RUNS PARALLEL TO THE NORTHEAST SIDE OF A PAVED ACCESS ROAD ADJACENT TO THE TAXIWAY FOR RUNWAY (14-32) AND IS LOCATED WITHIN A LANDSCAPED GRASS AREA. THE BASELINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT AT THE NORTHWEST END. IT CONSISTS OF 0, 150, 400, AND 1000 METER POINTS. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF STATE ROUTE 34 AND INTERSTATE HIGHWAY 195 AT INTERCHANGE 35B, GO NORTHWEST ON STATE ROUTE 34 FOR 1.0 KM (0.6 MI) TO THE RIGHT TURN JUGHANDLE LEADING TO HURLEY POND ROAD. TAKE THE JUGHANDLE AND GO WEST ON HURLEY POND ROAD FOR 1.35 KM (0.85 MI) TO THE ENTRANCE ROAD LEADING TO THE AIRPORT ON THE RIGHT. TURN RIGHT, STAYING TO THE LEFT AT THE FORK IN THE ROAD AND GO NORTH NORTHEAST ON THE ENTRANCE ROAD FOR 0.64 KM (0.4 MI) TO THE END OF THE ROAD AT THE TOP OF A HILL AND A PARKING AREA AHEAD. BEAR TO THE RIGHT, TURN SHARP LEFT AND FOLLOW THE ROAD DOWN THE HILL TO A PAVED ACCESS ROAD. CONTINUE NORTHWEST ON THE PAVED ACCESS ROAD FOR ABOUT 1.6 KM (1.0 MI) TO THE STATION ON THE RIGHT. *************************************************************NOTE************************************************************ 1. IN ORDER TO USE THIS CALIBRATION BASELINE, THE FOLLOWING PROCEDURES MUST BE FOLLOWED: * CONTACT THE AIRPORT MANAGEMENT OFFICE AT LEAST 3 BUSINESS DAYS PRIOR TO INTENDED USE OF THE BASELINE. * AIRPORT MANAGEMENT WILL DETERMINE AVAILABILITY OF THE DESIRED DATE OF OCCUPATION BASED ON PRIOR REQUESTS OR AIRPORT OPERATION PRIORITIES. * UPON ARRIVAL, VISITORS MUST SIGN LOGIN SHEET LOCATED IN THE AIRPORT MANAGEMENT OFFICE. ADDITIONAL SPECIFIC INSTRUCTIONS WILL BE PROVIDED AT THIS TIME. MANAGEMENT RESERVES THE RIGHT TO PROVIDE OFFICIAL ESCORT FROM THE MANAGEMENT OFFICE TO THE BASELINE LOCATION. * UPON COMPLETION OF CALIBRATION BASELINE ACTIVITIES,VISITORS MUST CONTACT THE AIRPORT MANAGEMENT OFFICE BY CELL PHONE. MANAGEMENT RESERVES THE RIGHT TO PROVIDE OFFICIAL ESCORT FROM THE BASELINE LOCATION TO THE MANAGEMENT OFFICE. * BEFORE DEPARTURE, VISITORS MUST SIGN LOGOUT SHEET LOCATED IN THE AIRPORT MANAGEMENT OFFICE. 2. FLASHING AMBER SAFETY LIGHTS ARE REQUIRED ON ALL PRIVATE SURVEY VEHICLES WHILE ENGAGED IN CALIBRATION BASELINE ACTIVITES. 3. ALL SURVEY PERSONNEL ARE REQUIRED TO WEAR SAFETY VESTS WHILE PERFORMING INSTRUMENT CALIBRATIONS. 4. AIRPORT MANAGEMENT MAY REQUIRE PROOF OF GENERAL LIABILITY INSURANCE PRIOR TO OCCUPATION. 5. THE AIRPORT MANAGEMENT OFFICE CAN BE REACHED AT THE FOLLOWING TELEPHONE NUMBER: (732) 938-4800 OR BY FAX: (732) 938-3188. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. SAFETY PRECAUTIONS ARE RECOMMENDED DUE TO AIR TRAFFIC ACTIVITIES WITHIN THE AIRPORT. DRIVING ON THE RUNWAY IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. *************************************************************NOTE************************************************************ THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "MONMOUTH 0 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.3 M (20.7 FT) NORTHEAST FROM THE CENTERLINE OF THE ACCESS ROAD, 92.6 M (303.8 FT) NORTHWEST FROM THE CENTERLINE OF A DIRT ROAD LEADING TO A MINIATURE RAILROAD STORAGE BUILDING AND 1.4 M (4.6 FT) SOUTHWEST FROM A METAL WITNESS POST WITH ATTACHED SIGN. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "MONMOUTH 150 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.1 M (23.3 FT) NORTHEAST FROM THE CENTERLINE OF THE ACCESS ROAD, 60.0 M (196.8 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING NORTHWEST, 40.9 M (134.2 FT) NORTH NORTHEAST FROM THE SOUTHEAST CORNER OF A QUONSET TYPE STORAGE BUILDING FOR A MINIATURE RAILROAD, 15.7 M (51.5 FT) NORTHEAST FROM THE CENTERLINE OF A MINIATURE RAILROAD TRACK AND 1.4 M (4.6 FT) SOUTHWEST FROM A METAL WITNESS POST WITH ATTACHED SIGN. THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "MONMOUTH 400 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.1 M (23.2 FT) NORTHEAST FROM THE CENTERLINE OF THE ACCESS ROAD, 48.2 M (158.1 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE TAXIWAY, 14.8 M (48.6 FT) NORTHEAST FROM THE CENTERLINE OF A MINIATURE RAILROAD TRACK, 124.6 M (408.8 FT) NORTHWEST FROM THE CENTERLINE OF A PAVED TAXIWAY ACCESS ROAD, 104.4 M (342.5 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING TO THE SOUTHWEST AND 1.6 M (5.2 FT) SOUTHWEST FROM A METAL WITNESS POST WITH ATTACHED SIGN. THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "MONMOUTH 1000 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15.6 M (51.2 FT) NORTHEAST FROM THE CENTERLINE OF A MINIATURE RAILROAD TRACK, 30.5 M (100.0 FT) NORTHWEST FROM THE CENTERLINE OF A PAVED TAXIWAY ACCESS ROAD, 4.9 M (16.1 FT) SOUTHWEST FROM THE THIRD EVERGREEN TREE FROM THE SOUTHEAST END OF A TREE LINE PLANTED BETWEEN THE ACCESS ROAD AND THE TAXIWAY AND 1.2 M (3.9 FT) SOUTHWEST FROM A METAL WITNESS POST WITH ATTACHED SIGN THIS BASELINE WAS ESTABLISHED BY THE NEW JERSEY GEODETIC SURVEY. FOR MORE INFORMATION, PLEASE CONTACT MR. WARREN PAYTON, NGS ADVISOR TO NEW JERSEY, NJDOT GEODETIC SURVEY, 1035 PARKWAY AVE BLDG #6, TRENTON NJ 08625, PHONE (609)530-5654, EMAIL: WARREN.PAYTON@NOAA.GOV. 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 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED IN PARSIPPANY TOWNSHIP AND IN THE INDUSTRIAL PARK AREA WHICH LIES IN THE SOUTHEAST ANGLE OF THE JUNCTION OF INTERSTATE 80 AND INTERSTATE 287. THE ENTIRE BASE LINE RUNS ALONG JEFFERSON ROAD NORTH OF PARSIPPANY ROAD. THE 0 METER POINT IS LOCATED ON THE WEST SIDE OF JEFFERSON ROAD IN FRONT OF THE SHIMANO BUILDING. IT IS 1.25 METERS NORTHWEST OF THE WESTERN CURB OF JEFFERSON ROAD, 0.914 METERS NORTH OF A FIRE HYDRANT AND 0.457 METERS SOUTHEAST OF A METAL WITNESS POST. 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 PROJECT UP TO 0.06 METER ABOVE THE GROUND. EACH METER POINT HAS AN UNDERGROUND MARK, TWO REFERENCE MARKS AND A METAL WITNESS POST BY IT. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. IT IS MADE UP OF THE 0, 150, 300, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET SOUTHWEST OF THE 0 METER POINT. THE 150 TO 300 METER SEGMENT IS THE TAPED PORTION OF THE BASE LINE. THE 0, 150, AND 300 METER POINTS ARE ALL SET ON THE WEST SIDE OF JEFFERSON ROAD BETWEEN THE SHIMANO BUILDING AND WEBRO ROAD. THE 1400 METER POINT IS SET ON THE EAST SIDE OF JEFFERSON ROAD AND JUST SOUTH OF THE ENTRANCE TO UNITED PARCEL SERVICE. 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. * * * MORRIS BASE LINE IS UNSAFE - SEE USER NOTES * * * 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. 1THE 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: N410742 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: PASSAIC CBL NEW JERSEY SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16320 PASSAIC COUNTY NEAREST TOWN: WEST MILFORD LIST OF ADJUSTED DISTANCES (8/30/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) PASSAIC 0 2005 240.488 PASSAIC 150 2005 240.575 149.9848 149.9848 .1 PASSAIC 0 2005 240.488 PASSAIC 400 2005 240.577 399.9767 399.9767 .2 PASSAIC 0 2005 240.488 PASSAIC 900 2005 240.309 900.0366 900.0366 .2 PASSAIC 150 2005 240.575 PASSAIC 400 2005 240.577 249.9920 249.9920 .1 PASSAIC 150 2005 240.575 PASSAIC 900 2005 240.309 750.0518 750.0519 .2 PASSAIC 400 2005 240.577 PASSAIC 900 2005 240.309 500.0598 500.0599 .1 DESCRIPTION OF PASSAIC CALIBRATION BASE LINE YEAR MEASURED: 2005 CHIEF OF PARTY: FAC THE BASELINE IS LOCATED ABOUT 2.3 KM (1.4 MI) EAST FROM THE COMMUNITY OF WEST MILFORD, 10.9 KM (6.8 MI) NORTHWEST FROM THE BOROUGH OF WANAQUE, AND 6.4 KM (4.0 MI) SOUTHWEST FROM THE COMMUNITY OF UPPER GREENWOOD LAKE. THE BASELINE IS LOCATED IN WEST MILFORD TOWNSHIP ON THE GROUNDS OF THE GREENWOOD LAKES AIRPORT, A NJDOT OWNED FACILITY. THE BASELINE RUNS PARALLEL TO THE NORTHWEST EDGE OF RUNWAY (6-24) AND IS LOCATED WITHIN A LANDSCAPED GRASS AREA. THE BASELINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE NORTHEAST END. IT CONSISTS OF 0, 150, 400, AND 900 METER POINTS. TO REACH THE AIRPORT MANAGEMENT OFFICE FROM THE INTERSECTION OF INTERSTATE HIGHWAY 287 AND COUNTY ROAD 511 AT INTERCHANGE 55 IN THE BOROUGH OF WANAQUE, GO NORTH ON COUNTY ROAD 511 FOR 12.55 MILES TO THE FORKED INTERSECTION WITH MARSHALL HILL ROAD. AT THIS JUNCTION, COUNTY ROAD 511 BEARS TO THE RIGHT. STAY TO THE LEFT AND CONTINUE AHEAD ON MARSHALL HILL ROAD FOR 0.05 MILE TO THE ENTRANCE ROAD LEADING TO THE AIRPORT ON THE LEFT. TURN LEFT AND GO SOUTHWEST ON THE AIRPORT ENTRANCE ROAD FOR 0.55 MILES TO THE AIRPORT OPERATIONS BUILDING AND MANAGEMENT OFFICE AHEAD. *************************************************************NOTE************************************************************ 1. IN ORDER TO USE THIS CALIBRATION BASELINE, THE FOLLOWING PROCEDURES MUST BE FOLLOWED: * CONTACT THE AIRPORT MANAGEMENT OFFICE AT LEAST 3 BUSINESS DAYS PRIOR TO INTENDED USE OF THE BASELINE. * AIRPORT MANAGEMENT WILL DETERMINE AVAILABILITY OF THE DESIRED DATE OF OCCUPATION BASED ON PRIOR REQUESTS OR AIRPORT OPERATION PRIORITIES. * UPON ARRIVAL, VISITORS MUST SIGN LOGIN SHEET LOCATED IN THE AIRPORT MANAGEMENT OFFICE. ADDITIONAL SPECIFIC INSTRUCTIONS WILL BE PROVIDED AT THIS TIME. MANAGEMENT RESERVES THE RIGHT TO PROVIDE OFFICIAL ESCORT FROM THE MANAGEMENT OFFICE TO THE BASELINE LOCATION. * UPON COMPLETION OF CALIBRATION BASELINE ACTIVITIES,VISITORS MUST CONTACT THE AIRPORT MANAGEMENT OFFICE BY CELL PHONE. MANAGEMENT RESERVES THE RIGHT TO PROVIDE OFFICIAL ESCORT FROM THE BASELINE LOCATION TO THE MANAGEMENT OFFICE. * BEFORE DEPARTURE, VISITORS MUST SIGN LOGOUT SHEET LOCATED IN THE AIRPORT MANAGEMENT OFFICE. 2. FLASHING AMBER SAFETY LIGHTS ARE REQUIRED ON ALL PRIVATE SURVEY VEHICLES WHILE ENGAGED IN CALIBRATION BASELINE ACTIVITES. 3. ALL SURVEY PERSONNEL ARE REQUIRED TO WEAR SAFETY VESTS WHILE PERFORMING INSTRUMENT CALIBRATIONS. 4. AIRPORT MANAGEMENT MAY REQUIRE PROOF OF GENERAL LIABILITY INSURANCE PRIOR TO OCCUPATION. 5. THE AIRPORT MANAGEMENT OFFICE CAN BE REACHED AT THE FOLLOWING TELEPHONE NUMBER: (973) 728-7721 OR BY FAX: (973) 728-5071. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. SAFETY PRECAUTIONS ARE RECOMMENDED DUE TO AIR TRAFFIC ACTIVITIES WITHIN THE AIRPORT. DRIVING ON THE RUNWAY IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. *************************************************************NOTE************************************************************ THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "PASSAIC 0 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND AT THE NORTHWEST CORNER OF RUNWAY (6-24) NEAR THE JUNCTION WITH AN ABANDONED RUNWAY. IT IS 17.3 M (56.8 FT) NORTHEAST FROM A WHITE RUNWAY LIGHT, 3.1 M*(10.2 FT) WEST FROM THE WEST EDGE OF PAVING OF THE ABANDONED RUNWAY, 14.0 M (45.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF PAVING EXTENDED OF RUNWAY (6-24) AND 1.0 M (3.3 FT) SOUTHEAST FROM A FLEXIBLE PLASTIC DELINEATOR FOR A WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "PASSAIC 150 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND, WEST AND ACROSS THE RUNWAY FROM A WIND SOCK/WIND DIRECTION INDICATOR. IT IS 12.6 M (41.3 FT) NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF RUNWAY (6-24), 15.1 M (49.5 FT) NORTH NORTHEAST FROM A RUNWAY LIGHT AND 1.2 M (3.9 FT) SOUTHEAST FROM A FLEXIBLE PLASTIC DELINEATOR FOR A WITNESS POST. THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "PASSAIC 400 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND. IT IS 10.0 M (32.8 FT) NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF RUNWAY (6-24) AND 1.0 M (3.3 FT) SOUTHEAST FROM A FLEXIBLE PLASTIC DELINEATOR FOR A WITNESS POST. THE 900-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "PASSAIC 900 2005" SET FLUSH IN THE TOP OF A 0.41 M (1.33 FT) ROUND CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND, AT THE SOUTHWEST END OF RUNWAY (6-24), IN BETWEEN THE THIRD AND THE FOURTH BLUE RUNWAY LIGHT ON THE NORTHWEST SIDE OF THE RUNWAY. IT IS 4.4 M (14.4 FT) NORTHWEST FROM THE NORTHWST EDGE OF PAVING OF RUNWAY (6-24), 34.4 M (112.9 FT) EAST NORTHEAST FROM THE SOUTHWEST CORNER OF RUNWAY (6-24) AND 1.0 M (3.3 FT) SOUTHEAST FROM A FLEXIBLE PLASTIC DELINEATOR FOR A WITNESS POST. THIS BASELINE WAS ESTABLISHED BY THE NEW JERSEY GEODETIC SURVEY. FOR MORE INFORMATION, PLEASE CONTACT MR. WARREN PAYTON, NGS ADVISOR TO NEW JERSEY, NJDOT GEODETIC SURVEY, 1035 PARKWAY AVE BLDG #6, TRENTON NJ 08625, PHONE (609)530-5654, EMAIL: WARREN.PAYTON@NOAA.GOV. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N400743 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SKILLMAN NEW JERSEY ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16320 SOMERSET COUNTY 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 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ON THE SOUTH SIDE OF SKILLMAN ROAD AND ALONG THE NORTHERN BOUNDARIES OF THE NEW JERSEY NEURO-PSYCHIATRIC INSTITUTE AND THE NEW JERSEY TRAINING SCHOOL FOR BOYS WHICH ARE ON THE NORTH SIDE OF BLAWENBURG. TO REACH THE BASE LINE FROM THE SKILLMAN POST OFFICE AT THE JUNCTION OF SOMERSET COUNTY ROUTE 13 AND SKILLMAN ROAD, GO EAST ON SKILLMAN ROAD FOR 0.25 MILE TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS 34.5 FEET SOUTH OF THE CENTER LINE OF SKILLMAN ROAD, 6.5 FEET SOUTH OF A SMALL CLUSTER OF CHOKE CHERRY TREES AND 2.7 FEET NORTH OF A METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE MONUMENTS THAT PROJECT ABOUT 3 INCHES. EACH METER POINT HAS TWO REFERENCE MARKS AND AN UNDERGROUND MARK SET ABOUT 5 FEET BELOW THE SURFACE. ALL OF THE SURFACE MARKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1979. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 400, AND 1000 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0 METER POINT AND STAMPED 0 1979 RM 1. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COUNTY OF SOMERSET 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: 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. 1USER 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. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N400743 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SKILLMAN CBL NEW JERSEY SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: G16320 SOMERSET COUNTY NEAREST TOWN: SKILLMAN LIST OF ADJUSTED DISTANCES (AUGUST 16, 2005) 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 .2 0 38.02 400 38.35 400.0049 400.0050 .4 0 38.02 1000 42.65 999.9826 999.9933 .6 150 38.80 400 38.35 249.9975 249.9979 .3 150 38.80 1000 42.65 849.9753 849.9840 .5 400 38.35 1000 42.65 599.9776 599.9930 .3 DESCRIPTION OF SKILLMAN CALIBRATION BASE LINE YEAR MEASURED: 1979 YEAR VERIFIED: 2005 CHIEF OF PARTY: FAC 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 FORMER NEW JERSEY NEURO- PSYCHIATRIC INSTITUTE. 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. 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 CROSSROADS INTERSECTION COUNTY ROADS 518 AND 601 AT A TRAFFIC LIGHT. TURN RIGHT AND GO NORTH ON COUNTY ROAD 601 FOR 1.5 KM (0.9 MI) TO THE CROSSROADS INTERSECTION WITH SKILLMAN ROAD ON THE RIGHT AND COUNTY ROAD 602 (CAMP MEETING AVENUE) ON THE LEFT AT A TRAFFIC LIGHT. 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) ROUND CONCRETE MONUMENT PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 30.5 M (100.0 FT) WEST FROM REFERENCE MARK NO. 1, 10.5 M (34.4 FT) EAST-SOUTHEAST FROM WOOD UTILITY POLE NUMBER 41010S, 10.3 M (33.8 FT) SOUTH FROM THE CENTERLINE OF SKILLMAN ROAD AND 0.9 M (3.0 FT) NORTH FROM A METAL WITNESS POST WITH ATTACHED SIGN. 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) ROUND CONCRETE MONUMENT PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 19.2 M (63.0 FT) WEST FROM REFERENCE MARK NO. 2, 14.8 M (48.6 FT) SOUTH FROM WOOD UTILITY POLE NUMBER A60831MT, 9.5 M (31.2 FT) SOUTH FROM THE CENTERLINE OF SKILLMAN ROAD AND 0.9 M (3.0 FT) NORTH FROM A METAL WITNESS POST WITH ATTACHED SIGN. 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) ROUND CONCRETE MONUMENT PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 46.6 M (152.9 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 601, 41.0 M (134.5 FT) EAST-NORTHEAST FROM A FIRE HYDRANT, 15.5 M (50.9 FT) SOUTH-SOUTHWEST FROM WOOD UTILITY POLE NUMBER A60826MT, 9.0 M (29.5 FT) SOUTH FROM THE CENTERLINE OF SKILLMAN ROAD AND 0.9 M (3.0 FT) NORTH FROM A METAL WITNESS POST WITH ATTACHED SIGN. 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) ROUND CONCRETE MONUMENT PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 15.4 M (50.5 FT) WEST-SOUTHWEST FROM REFERENCE MARK NO. 1, 14.2 M (46.6 FT) SOUTHEAST FROM REFERENCE MARK NO. 2, 7.2 M (23.6 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 602 AND 0.9 M (3.0 FT) NORTH FROM A METAL WITNESS POST WITH ATTACHED SIGN. 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 SURVEY AND VERIFIED BY THE NEW JERSEY GEODETIC SURVEY. FOR MORE INFORMATION, PLEASE CONTACT MR. WARREN PAYTON, NGS ADVISOR TO NEW JERSEY, NJDOT GEODETIC SURVEY, 1035 PARKWAY AVE BLDG #6, TRENTON NJ 08625, PHONE (609)530-5654, EMAIL: WARREN.PAYTON@NOAA.GOV.