STATE OF NEW JERSEY CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BURLINGTON CBL (2005 RE-MEASURED) NEW JERSEY BURLINGTON N390744 FOLSOM CBL (2005) NEW JERSEY ATLANTIC N390744 LACEY CBL (2005) NEW JERSEY OCEAN N390741 MONMOUTH CBL (2005) NEW JERSEY MONMOUTH N400742 PASSAIC CBL (2005) NEW JERSEY PASSAIC N410742 SKILLMAN CBL (2005 VERIFIED) NEW JERSEY SOMERSET N400743 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: 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: 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: * PLEASE BE ADVISED THAT THE AIRPORT MANAGEMENT CHARGES A $40.00 PER HOUR FEE EXCORT SERVICE TO USE THIS BASELINE. * 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 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.