@@@IMAGE=(NOAA3L,1,1),FORMS=(CALCOV),FONTS=(NADCOV),END; STATE OF MICHIGAN @@@FORMS=NONE,FONTS=(L0112C),END; 1 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BALDWIN CBL MICHIGAN LAKE N430854 BIG RAPIDS MICHIGAN MECOSTA N430854 DETROIT MICHIGAN WAYNE N420832 DETROIT CBL (1992 REMEASURED) MICHIGAN WAYNE N420832 HASTINGS CBL MICHIGAN BARRY N420851 KINCHELOE CBL MICHIGAN CHIPPEWA N460842 LANSING MICHIGAN INGHAM N420844 MARQUETTE (1983) MICHIGAN MARQUETTE N460872 MARQUETTE CBL (1993 VERIFIED) MICHIGAN MARQUETTE N460872 MASON CBL (2000 VERIFIED) MICHIGAN INGHAM N420841 MIDLAND CBL MICHIGAN MIDLAND N430841 TRAVERSE CITY CBL MICHIGAN GRAND TRAVERSE N440854 1 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430854 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BALDWIN CBL MICHIGAN ROCKVILLE MD 20852 - OCTOBER 23, 1992 PROJECT ACCESSION NUMBER: 15484 LAKE COUNTY NEAREST TOWN: BALDWIN LIST OF ADJUSTED DISTANCES (OCTOBER 19, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1992 250.251 150 M 1992 250.000 150.0327 150.0329 0.1 0 M 1992 250.251 430 M 1992 250.720 430.0129 430.0132 0.2 0 M 1992 250.251 1400 M 1992 252.826 1400.0277 1400.0300 0.2 150 M 1992 250.000 430 M 1992 250.720 279.9802 279.9812 0.1 150 M 1992 250.000 1400 M 1992 252.826 1249.9949 1249.9981 0.2 430 M 1992 250.720 1400 M 1992 252.826 970.0147 970.0170 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF BALDWIN BASE LINE YEAR MEASURED: 1992 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF BALDWIN AT THE BALDWIN MUNICIPAL AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTH EDGE OF RUNWAY 09-27. **NOTE** MR. JAMES ROCK, AIRPORT MANAGER, MUST BE NOTIFIED 24 HOURS PRIOR TO WORK ON THE CALIBRATION BASE LINE. TELEPHONE (616) 745-4511 OR 745-7453. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED OFF LINE AND NORTH OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 10 (WASHINGTON AVENUE) AND STATE HIGHWAY 37 (MICHIGAN AVENUE), LOCATED JUST NORTHEAST OF THE COURTHOUSE BUILDING IN BALDWIN, GO SOUTH ON STATE HIGHWAY 37 FOR 0.40 KM (0.25 MI) TO A RAILROAD CROSSING. CONTINUE SOUTH ON STATE HIGHWAY 37 FOR 2.3 KM (1.4 MI) TO A PAVED INTERSECTION ON THE LEFT LEADING TO AN AIRCRAFT PARKING AREA. TURN LEFT AND GO EASTERLY ON THE AIRPORT ROAD FOR 0.10 KM (0.06 MI) TO A GATE IN A FENCE LINE ON THE SOUTH SIDE OF THE ROAD. PASS THROUGH THE GATE AND GO SOUTH CURVING TO EAST ON A DIM TRACK ROAD FOR 0.5 KM (0.3 MI) TO THE WEST END OF RUNWAY 09-27. TURN RIGHT AND GO SOUTHWEST CROSS-COUNTRY FOR 0.12 KM (0.07 MI) TO THE 0-METER POINT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1992" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 121.2 M (397.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY 09-27, 77.5 M (254.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A GRASS RUNWAY, AND 39.5 M (129.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN A WOODS LINE. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1992" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 110.0 M (360.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF RUNWAY 09-27, 85.9 M (281.8 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27, AND 22.8 M (74.8 FT) NORTH OF A FIBERGLASS WITNESS POST IN A WOODS LINE. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1992" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 82.1 M (269.4 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09- 27, 25.7 M (84.3 FT) NORTH OF A FIBERGLASS WITNESS POST IN A WOODS LINE, AND 23.9 M (78.4 FT) WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF A CLEAR CUT. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1992" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 165.0 M (541.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF RUNWAY 09-27, 68.5 M (224.7 FT) SOUTH OF THE EXTENDED SOUTH EDGE OF RUNWAY 09-27, AND 25.9 M (85.0 FT) NORTH OF A FIBERGLASS WITNESS POST IN A WOODS LINE. 1THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT 1992" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 101.4 M (332.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY 09-27, 63.7 M (209.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN A WOODS LINE, AND 55.9 M (183.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A GRASS RUNWAY. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. USERS ARE STRICTLY PROHIBITED FROM DRIVING ON THE RUNWAY AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT AND THE WEST CENTRAL CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR FURTHER INFORMATION PLEASE CONTACT MR. ROBERT WETHERELL, WETHERELL LAND SURVEYING, P.O. BOX 219, BALDWIN, MI 49304. TELEPHONE (616) 745-3441. OR CONTACT MR. WILLIAM TINGLEY, TINGLEY AND ASSOCIATES P.C., 422 EAST MAIN STREET, STANTON, MI 48888. TELEPHONE (517) 831-5322. OR CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE (517) 377-1510. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430854 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BIG RAPIDS MICHIGAN ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15484 MECOSTA COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 26, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 284.07 150 284.48 149.9997 150.0003 0.3 0 284.07 800 285.75 799.9406 799.9424 0.5 0 284.07 1100 287.18 1131.8926 1131.8968 0.7 150 284.48 800 285.75 649.9409 649.9421 0.4 150 284.48 1100 287.18 981.8928 981.8965 0.6 800 285.75 1100 287.18 331.9519 331.9550 0.4 DESCRIPTION OF BIG RAPIDS BASE LINE YEAR MEASURED: 1975-1976 (VERIFICATION MEASUREMENTS MADE BY NGS IN 1981) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED IN THE NORTH EDGE OF BIG RAPIDS AT THE ROBEN-HOOD AIRPORT, ALONG U.S. HIGHWAY 131 AND RUNS PARALLEL TO THE SINGLE CONCRETE RUNWAY. THE 0 METER POINT IS 37 FEET NORTH OF A 5-FOOT LIGHT POLE, 38 FEET NORTH OF THE SOUTH EDGE OF THE AIRPORT PROPERTY LINE, 220 FEET WEST OF THE CENTER OF U.S. HIGHWAY 131, 0.1 MILE SOUTHEAST OF THE SOUTH END OF THE RUNWAY AND 0.25 MILE SOUTH OF THE AIRPORT BEACON. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 800, AND 1100 METER POINTS. ALL THE DISKS ARE PLAIN DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS ABOUT 0.1 METER (4 INCHES) BELOW THE GROUND SURFACE. THE DISKS HAVE THE METER DESIGNATION STAMPED ON THEM. THE METER DESIGNATION IS NOT TO BE TAKEN AS THE ACTUAL DISTANCE BUT IS THE NAME OF THE STATION. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH FERRIS STATE COLLEGE OF BIG RAPIDS. FOR FURTHER INFORMATION CONTACT MR. JENS OTTO RICK, INSTRUCTOR OF CIVIL TECHNOLOGY, FERRIS STATE COLLEGE, CONSTRUCTION TECHNOLOGY DEPARTMENT, BIG RAPIDS, MICHIGAN, 49307. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420832 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DETROIT MICHIGAN ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15484 WAYNE COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 26, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) RIVER ROUGE EDM BASE CAL RM 0 189.37 RIVER ROUGE EDM BASE CAL RM 150 188.69 149.9899 149.9914 0.5 RIVER ROUGE EDM BASE CAL RM 0 189.37 RIVER ROUGE EDM BASE CAL RM 800 188.70 800.0983 800.0985 0.9 RIVER ROUGE EDM BASE CAL RM 0 189.37 RIVER ROUGE EDM BASE CAL RM 1240 188.09 1240.1816 1240.1823 1.3 RIVER ROUGE EDM BASE CAL RM 150 188.69 RIVER ROUGE EDM BASE CAL RM 800 188.70 650.1084 650.1084 0.7 RIVER ROUGE EDM BASE CAL RM 150 188.69 RIVER ROUGE EDM BASE CAL RM 1240 188.09 1090.1917 1090.1919 1.1 RIVER ROUGE EDM BASE CAL RM 800 188.70 RIVER ROUGE EDM BASE CAL RM 1240 188.09 440.0833 440.0838 0.7 DESCRIPTION OF DETROIT BASE LINE YEAR MEASURED: 1975 (VERIFICATION MEASUREMENTS MADE BY NGS IN 1981) CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ON THE WEST EDGE OF DETROIT, 1 1/2 MILES EAST OF U.S. HIGHWAY 24, 1 1/2 MILES WEST OF STATE HIGHWAY 39 (SOUTHFIELD FREEWAY) AND ON THE EAST EDGE OF RIVER ROUGE PARK. TO REACH THE BASE LINE FROM THE PLYMOUTH ROAD EXIT OF STATE HIGHWAY 39, GO WEST ON PLYMOUTH ROAD FOR 1.4 MILES TO BURT ROAD AND RIVER ROUGE PARK ON THE LEFT AND THE MUNICIPAL GOLF DRIVING RANGE. TURN LEFT AND GO SOUTH ON BURT ROAD FOR 0.2 MILE TO THE SOUTHERN BOUNDARY OF THE GOLF RANGE, MARKED BY A CHAIN LINK FENCE, AND THE 0 METER POINT ON THE RIGHT 363 FEET WEST OF THE BURT ROAD CURBLINE. THE 0 METER POINT IS 371 FEET WEST OF THE CENTER OF BURT ROAD, 10.9 FEET SOUTH OF THE CHAIN LINK FENCE, 30 FEET EAST OF A BALL-TOPPED POST AND 13 FEET SOUTHEAST OF A BALL-TOPPED POST. THE 0 AND 150 METER POINTS ARE NORTH OF ORANGE LAWN. THE 800 METER POINT IS SET ACROSS THE ROAD FROM 9226 TRINITY AND THE 1240 METER POINT IS SET NORTH OF THE JUNCTION OF TRINITY AND JOY ROAD. THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1240 METER POINTS. IT IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. ALL THE MARKS ARE PLAIN BRONZE DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND AND HAVE UNDERGROUND MARKS SET 3.5 FEET BELOW THE SURFACE. EACH DISK IS STAMPED RIVER ROUGE EDM BASE CAL RM 0 (OR 150, 800, AND 1240) 1975. A HOLE IS PUNCHED IN THE CENTER OF EACH DISK AND SURROUNDED BY AN OPEN CROSS. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CITY OF DETROIT ENGINEERING DEPARTMENT, 65 CADILLAC SQUARE, DETROIT, MI 48226. FOR FURTHER INFORMATION CONTACT THE DEPARTMENT SURVEY OFFICE (313) 224-3970. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420832 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DETROIT CBL MICHIGAN ROCKVILLE MD 20852 - SEPTEMBER 18, 1992 PROJECT ACCESSION NUMBER: 15484 WAYNE COUNTY NEAREST TOWN: DETROIT LIST OF ADJUSTED DISTANCES (SEPTEMBER 18, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) RIVER ROUGE CBL RM 0 189.370 RIVER ROUGE CBL RM 150 188.743 149.9894 149.9907 0.1 RIVER ROUGE CBL RM 0 189.370 RIVER ROUGE CBL RM 800 188.721 800.0945 800.0948 0.1 RIVER ROUGE CBL RM 0 189.370 RIVER ROUGE CBL RM 1240 188.093 1240.1712 1240.1719 0.2 RIVER ROUGE CBL RM 150 188.743 RIVER ROUGE CBL RM 800 188.721 650.1051 650.1051 0.1 RIVER ROUGE CBL RM 150 188.743 RIVER ROUGE CBL RM 1240 188.093 1090.1818 1090.1820 0.1 RIVER ROUGE CBL RM 800 188.721 RIVER ROUGE CBL RM 1240 188.093 440.0768 440.0772 0.1 DESCRIPTION OF DETROIT BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1981, 1992 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED IN THE WESTERN SECTION OF DETROIT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EAST EDGE OF RIVER ROUGE PARK. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 800, AND 1240 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT 179) AND U.S. HIGHWAY 24 (TELEGRAPH ROAD), LOCATED ON THE WEST EDGE OF DETROIT, GO SOUTH ON U.S. HIGHWAY 24 FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF PLYMOUTH ROAD (STATE HIGHWAY 14). TURN LEFT AND GO EAST ON PLYMOUTH ROAD FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF BURT ROAD, WHICH IS 2.4 KM (1.5 MI) WEST OF STATE HIGHWAY 39 (SOUTHFIELD FREEWAY). TURN RIGHT AND GO SOUTH ON BURT ROAD FOR 0.3 KM (0.2 MI) TO THE SOUTH END OF A PERIMETER FENCE SURROUNDING A GOLF COURSE DRIVING RANGE. TURN RIGHT AND GO WEST CROSS-COUNTRY FOLLOWING THE PERIMETER FENCE FOR 116.7 M (382.9 FT) TO THE 0-METER POINT. THE 0-METER POINT IS 10 CM (4 IN) BLANK BRASS DISK STAMPED "RIVER ROUGE EDM BASE CAL RM 0 1975" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 188.1 M (617.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF ORANGELAWN STREET, 116.7 M (382.9 FT) WEST OF THE CENTERLINE OF BURT ROAD, AND 3.1 M (10.2 FT) SOUTH OF A FIBERGLASS WITNESS POST IN A CHAIN LINK FENCE. THE 150-METER POINT IS 10 CM (4 IN) BLANK BRASS DISK STAMPED "RIVER ROUGE EDM BASE CAL RM 150 1975" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 117.6 M (385.8 FT) WEST OF THE CENTERLINE OF BURT ROAD AND 38.1 M (125.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF ORANGELAWN STREET. THE 800-METER POINT IS 10 CM (4 IN) BLANK BRASS DISK STAMPED "RIVER ROUGE EDM BASE CAL RM 800 1975" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 73.1 M (239.8 FT) NORTH OF THE EXTENDED CENTERLINE OF CATHEDRAL STREET, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF TRINITY AVENUE, AND 5.8 M (19.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF A CONCRETE DRIVE LEADING TO HOUSE #9226. THE 1240-METER POINT IS 10 CM (4 IN) BLANK BRASS DISK STAMPED "RIVER ROUGE EDM BASE CAL RM 1240 1975" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 26.9 M (88.3 FT) NORTH OF THE CENTERLINE OF JOY ROAD, 8.1 M (26.6 FT) WEST OF THE CENTERLINE OF TRINITY AVENUE, 4.1 M (13.5 FT) NORTH-NORTHWEST OF THE CENTER OF A MANHOLE COVER, AND 2.7 M (8.9 FT) SOUTHEAST OF A UTILITY POLE. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THERE ARE TWO LARGE RADIO TOWERS LOCATED NEAR THE BASE LINE. USERS SHOULD BEWARE OF POSSIBLE ELECTRONIC INTERFERENCE THAT MAY EFFECT THE OPERATION OF ELECTRONIC EQUIPMENT. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE CITY OF DETROIT ENGINEERING DEPARTMENT. FOR MORE INFORMATION PLEASE CONTACT MR. RAY PULLEY, CITY OF DETROIT ENGINEERING DEPARTMENT, SURVEY SECTION, 12225 SOUTHFIELD FREEWAY, DETROIT, MI 48228. TELEPHONE (313) 935-3668. OR CONTACT MR. RONALD RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE (517) 377-1510. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420851 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HASTINGS CBL MICHIGAN ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15484 BARRY COUNTY NEAREST TOWN: HASTINGS LIST OF ADJUSTED DISTANCES (NOVEMBER 30, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 244.000 150 244.289 150.0005 150.0008 0.1 0 244.000 430 244.786 429.9967 429.9974 0.2 0 244.000 1260 245.810 1259.9968 1259.9981 0.3 150 244.289 430 244.786 279.9961 279.9965 0.1 150 244.289 1260 245.810 1109.9963 1109.9973 0.2 430 244.786 1260 245.810 830.0002 830.0008 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF HASTINGS BASE LINE YEAR MEASURED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTHWEST OF HASTINGS, AT THE HASTINGS MUNICIPAL AIRPORT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF STATE HIGHWAYS 37 AND 43 IN HASTINGS, GO WEST ON THE HIGHWAYS FOR 3.7 KM (2.3 MI) TO THE INTERSECTION OF HIGHWAY 43 WEST AND HIGHWAY 37 NORTH. TURN RIGHT AND GO NORTHWEST ON HIGHWAY 37 FOR 1.96 KM (1.2 MI) TO AIRPORT ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHEAST ON AIRPORT ROAD FOR 1.15 KM (0.7 MI) TO A CURVE. FOLLOW THE CURVE AND GO SOUTHEAST ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO A ROAD RIGHT. TURN RIGHT AND GO ONTO THE AIRPORT GROUNDS. CONTINUE SOUTHWESTERLY FOR 0.2 KM (0.1 MI) TO THE END OF PAVED RUNWAY 12. CONTINUE SOUTHWESTERLY FOR 0.1 KM (0.06 MI) TO THE END OF A GRASS RUNWAY AND THE 0-METER POINT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1260- METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH AND SOUTHEAST OF THE 0-METER POINT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.5 M (100.1 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 21.2 M (69.6 FT) NORTH OF A YELLOW CONE, 16.0 M (52.5 FT) SOUTH OF A YELLOW CONE, AND IN THE CENTER OF THE GRASS RUNWAY. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "150 M" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 67.2 M (220.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, AND 1.3 M (4.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "430 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST PROJECTING 3 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 67.2 M (220.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, AND 1.2 M (3.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. THE 1260-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "1260 M" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 78.8 M (258.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE PAVED RUNWAY (#30), AND 1.2 M (3.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A CAST IRON CAP STAMPED "100 FT" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 24.5 M (80.4 FT) EAST OF A YELLOW CONE, 30.48 M (100.0 FT) SOUTHEAST OF THE 0-METER POINT, AND 33.9 M (111.2 FT) NORTHWEST OF A YELLOW CONE. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AIRPORT GROUNDS CONTACT MR. JIM COOL, MANAGER, HASTINGS MUNICIPAL AIRPORT, 3005 AIRPORT ROAD, HASTINGS, MICHIGAN 49058. TELEPHONE (616) 945-5626. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT, AND THE MICHIGAN SOCIETY OF REGISTERED LAND SURVEYORS. FOR MORE INFORMATION CONTACT MR. BRIAN REYNOLDS, REYNOLDS SURVEYING, P.O. BOX 269, HASTINGS, MICHIGAN 49058. TELEPHONE (616) 945- 3668. OR CONTACT MR. CHUCK MURPHY, NORTHERN AERIAL SURVEYING, 3025 AIRPORT ROAD, HASTINGS, MICHIGAN 49058. TELEPHONE (616) 945-3216. OR CONTACT MR. RONALD L. RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MICHIGAN 48909. TELEPHONE (517) 377-1510. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N460842 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: KINCHELOE CBL MICHIGAN ROCKVILLE MD 20852 - OCTOBER 23, 1992 PROJECT ACCESSION NUMBER: 15484 CHIPPEWA COUNTY NEAREST TOWN: KINROSS LIST OF ADJUSTED DISTANCES (OCTOBER 19, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1992 241.000 150 M 1992 240.630 149.9974 149.9979 0.1 0 M 1992 241.000 430 M 1992 240.140 429.9937 429.9945 0.1 0 M 1992 241.000 1400 M 1992 240.263 1400.0027 1400.0029 0.1 150 M 1992 240.630 430 M 1992 240.140 279.9963 279.9967 0.1 150 M 1992 240.630 1400 M 1992 240.263 1250.0053 1250.0054 0.1 430 M 1992 240.140 1400 M 1992 240.263 970.0090 970.0090 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF KINCHELOE BASE LINE YEAR MEASURED: 1992 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTH-SOUTHWEST OF SAULT STE. MARIE. THE BASE LINE IS LOCATED AT THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTHWEST EDGE OF A LARGE RUNWAY. **NOTE: MS. KATHY NOEL, MANAGER, CHIPPEWA COUNTY INTERNATIONAL AIRPORT, 119 CULLEY, KINCHELOE, MI 49788, MUST BE NOTIFIED 24 HOURS PRIOR TO WORK ON THE BASE LINE. TELEPHONE (906) 495-5631. MR. WILLIAM KARR, CHIPPEWA COUNTY SURVEYOR, 816 ASHMUN STREET, P.O. BOX 758, SAULT STE. MARIE, MI 49783, CAN PROVIDE A KEY FOR ACCESS TO THE BASE LINE. TELEPHONE (906) 635-6351. THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE 0-METER POINT ON THE NORTH-NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND SOUTH-SOUTHEAST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT 378) AND TONE ROAD, LOCATED IN SOUTHERN CHIPPEWA COUNTY, GO EASTERLY ON TONE ROAD FOR 2.3 KM (1.4 MI) TO THE INTERSECTION OF KALLIO ROAD ON THE RIGHT JUST BEFORE A SIGN "CHIPPEWA COUNTY INTERNATIONAL AIRPORT AND INDUSTRIAL PARK". TURN RIGHT AND GO SOUTHERLY ON KALLIO ROAD FOR 0.10 KM (0.06 MI) TO A GRAVEL ROAD ON THE LEFT JUST BEFORE A NINETY DEGREE TURN TO THE WEST. TAKE THE GRAVEL ROAD AND GO SOUTHERLY FOR 0.4 KM (0.2 MI) TO A FORK. TAKE THE LEFT FORK AND MEANDER SOUTHEAST ON THE GRAVEL ROAD FOLLOWING THE AIRPORT PERIMETER FENCE FOR 3.55 KM (2.21 MI) TO A LOCKED GATE IN THE PERIMETER FENCE ON THE LEFT. PASS THROUGH THE GATE AND GO EASTERLY FOR 0.03 KM (0.02 MI) TO A TRACK ROAD. TURN LEFT AND GO NORTH-NORTHWEST ON THE TRACK ROAD FOR 0.28 KM (0.17 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1992" SET IN THE TOP OF A 48 CM (19 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 163.6 M (536.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE RUNWAY, 10.0 M (32.8 FT) EAST-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 1.0 M (3.3 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1992" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 164.2 M (538.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE RUNWAY, 98.0 M (321.5 FT) NORTH-NORTHEAST OF A PERIMETER FENCE CORNER, 11.1 M (36.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 1.0 M (3.3 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1992" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 165.1 M (541.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE RUNWAY, 28.7 M (94.2 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST IN THE PERIMETER FENCE, 11.7 M (38.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. 1THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1992" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 167.8 M (550.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE RUNWAY, 27.7 M (90.9 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST IN THE PERIMETER FENCE, 26.2 M (86.0 FT) EAST OF THE SOUTHEAST CORNER OF A METAL LIGHT TOWER, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT 1992" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 163.6 M (536.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE RUNWAY, 10.3 M (33.8 FT) EAST-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 1.0 M (3.3 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THERE IS A STATION SET A 200- FEET FROM THE 0-METER POINT. NO MEASUREMENTS WERE TAKEN TO IT AT THIS TIME. THIS BASE LINE MAY BE INACCESSIBLE DURING WINTER MONTHS. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT AND THE UPPER PENINSULA CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR MORE INFORMATION CONTACT MR. WILLIAM KARR, CHIPPEWA COUNTY SURVEYOR, 816 ASHMUN STREET, P.O. BOX 758, SAULT STE. MARIE, MI 49783. TELEPHONE (906) 635-6351. OR CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE (517) 377-1510. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420844 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LANSING MICHIGAN ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15484 INGHAM COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 26, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) CBL A 260.55 CBL B 259.10 150.0019 150.0089 0.3 CBL A 260.55 CBL C 255.78 745.0316 745.0469 0.5 CBL A 260.55 CBL D 257.89 1290.0228 1290.0255 0.7 CBL B 259.10 CBL C 255.78 595.0297 595.0389 0.4 CBL B 259.10 CBL D 257.89 1140.0207 1140.0214 0.5 CBL C 255.78 CBL D 257.89 544.9908 544.9949 0.4 DESCRIPTION OF LANSING BASE LINE YEAR MEASURED: 1976 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ON THE NORTHWEST SIDE OF LANSING AT THE CAPITOL CITY AIRPORT. IT IS ON THE NORTHEAST SIDE OF THE AIRPORT PROPERTY AND 700 FEET NORTH OF THE APPROACH LIGHTS TO THE EAST-WEST RUNWAY. THE 0 METER POINT IS 200 FEET SOUTH OF A FENCE MARKING THE NORTH BOUNDARY OF THE AIRPORT, 61 FEET WEST OF THE CENTER OF DEWITT ROAD, 5 FEET WEST OF A FENCE AND 3.4 FEET SOUTH OF A METAL WITNESS POST. ALL THE MARKS ARE MICHIGAN STATE DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THEY HAVE UNDERGROUND DISKS SET 3 FEET BELOW THE GROUND. THE DISKS ARE STAMPED CBL A, CBL B, CBL C, CBL D. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 745, AND 1290 METER POINTS. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MICHIGAN STATE DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. DOUG HOOTH, SURVEY SUPERVISING ENGINEER, AT MICHIGAN STATE DEPARTMENT OF TRANSPORTATION, P.O. BOX 30050 IN LANSING, MICHIGAN 48909. HIS PHONE NUMBER IS (517) 373-0060. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N460872 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MARQUETTE MICHIGAN ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15484 MARQUETTE COUNTY LIST OF ADJUSTED DISTANCES (FEBRUARY 8, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 364.637 150 365.045 150.0102 150.0107 0.2 0 364.637 430 365.901 430.0256 430.0274 0.5 0 364.637 1400 369.810 400.0713 1400.0809 0.6 150 365.045 430 365.901 280.0154 280.0167 0.4 150 365.045 1400 369.810 1250.0611 1250.0702 0.5 430 365.901 1400 369.810 970.0457 970.0536 0.4 DESCRIPTION OF MARQUETTE BASE LINE YEAR MEASURED: 1983 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 19.3 KM (12.0 MI) SOUTH OF MARQUETTE, 9.7 KM (6.0 MI) NORTH OF NEW SWANZY, JUST NORTHWEST OF THE K. I. SAWYER AIR FORCE BASE, AND 5.0 KM (3.1 MI) SOUTH OF SANDS ALONG THE EAST SIDE OF COUNTY ROAD 553. TO REACH THE BASE LINE FROM THE JUNCTION OF COUNTY ROAD 553 AND COUNTY ROAD 480, WHICH IS ABOUT 10.0 KM (6.2 MI) SOUTH OF MARQUETTE, GO SOUTH ALONG COUNTY ROAD 553 FOR 10.1 KM (6.3 MI) TO THE 1400 METER POINT ON THE LEFT. CONTINUE SOUTH ALONG COUNTY ROAD 553 FOR 1.4 KM (0.85 MI) TO THE 0 METER POINT ON THE LEFT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS A DISK SET 100 FEET NORTH OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET IN THE APPROXIMATE CENTER OF THE MOWED RIGHT-OF-WAY EAST OF AND APPROXIMATELY PARALLEL TO COUNTY ROAD 553. ALL THE MARKS EXCEPT THE 1400 METER POINT ARE SET ABOUT 9.1 M (30.0 FT) WEST OF A WOODS LINE AND ABOUT 6.4 KM (21.0 FT) EAST OF THE EAST EDGE OF COUNTY ROAD 553. THE 1400 METER POINT IS SET ABOUT 8.2 KM (27.0 FT) EAST OF THE EAST EDGE OF COUNTY ROAD 553 AND ABOUT 4.6 M (15.0 FT) WEST OF A WOODS LINE. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM (8.0 IN) FLUSH WITH THE GROUND LOCATED 112.8 M (370.0 FT) N FROM A TELEPHONE JUNCTION BOX, 61.0 M (200.0 FT) SSW FROM A POWER LINE POLE, NUMBER Y 7 125, 24.2 M (79.5 FT) NNW FROM A POWER LINE POLE, 13.2 M (43.2 FT) E FROM THE CENTER LINE OF COUNTY ROAD 553, AND 9.1 M (30.0 FT) W FROM A WOODS LINE. ALL MARKS ARE NATIONAL GEODETIC SURVEY CALIBRATION BASE LINE DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND HAVE NO STAMPING ON THEM. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE UPPER PENINSULA CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. LARRY RUSSONE, U P CHAPTER PRESIDENT, 504 SPRUCE STREET, ISHPEMING, MI 49849. TELEPHONE (906) 486-9941, EXT. 289. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N460872 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MARQUETTE CBL MICHIGAN ROCKVILLE MD 20852 - SEPTEMBER 27, 1993 PROJECT ACCESSION NUMBER: G15484 MARQUETTE COUNTY NEAREST TOWN: SANDS LIST OF ADJUSTED DISTANCES (FEBRUARY 8, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 364.637 150 365.045 150.0102 150.0107 0.2 0 364.637 430 365.901 430.0256 430.0274 0.5 0 364.637 1400 369.810 400.0713 1400.0809 0.6 150 365.045 430 365.901 280.0154 280.0167 0.4 150 365.045 1400 369.810 1250.0611 1250.0702 0.5 430 365.901 1400 369.810 970.0457 970.0536 0.4 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT. THE REDUCED MARK-TO-MARK DISTANCE IS 100.00 FEET. DESCRIPTION OF MARQUETTE BASE LINE YEAR MEASURED: 1983 YEAR VERIFIED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 19.3 KM (12.0 MI) SOUTH OF MARQUETTE, 9.7 KM (6.0 MI) NORTH OF NEW SWANZY, 5.0 KM (3.1 MI) SOUTH OF SANDS, AND JUST NORTHWEST OF THE K.I. SAWYER AIR FORCE BASE. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EASTERN EDGE OF COUNTY ROAD 553. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTH OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF COUNTY ROAD 553 AND COUNTY ROAD 480, LOCATED ABOUT 10.0 KM (6.2 MI) SOUTH OF MARQUETTE, GO SOUTH ON COUNTY ROAD 553 FOR 11.7 KM (7.3 MI) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 115.5 M (378.9 FT) NORTH OF TELEPHONE PEDASTAL NO. MBTC 14CI, 32.6 M (107.0 FT) WEST OF A METAL FENCE, 31.8 M (104.3 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST, 13.2 M (43.3 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 9.1 M (29.9 FT) WEST OF A METAL WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "150 M" 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 33.2 M (108.9 FT) WEST OF A METAL FENCE, 12.8 M (42.0 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 9.1 M (29.9 FT) WEST OF A METAL WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 94.1 M (308.7 FT) SOUTH OF U.S.G.S. BENCHMARK E 57, 33.9 M (111.2 FT) WEST OF A METAL FENCE, 12.1 M (39.7 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 9.2 M (30.2 FT) WEST OF A METAL WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M" 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 217.0 M (711.9 FT) SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE, 30.8 M (101.0 FT) WEST OF A METAL FENCE, 14.6 M (47.9 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 9.1 M (29.9 FT) WEST OF A METAL WITNESS POST. 1THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT" 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 145.5 M (477.4 FT) NORTH OF TELEPHONE PEDASTAL NO. MBTC 14CI, 32.7 M (107.3 FT) WEST OF A METAL FENCE, 31.8 M (104.3 FT) NORTH-NORTHWEST OF A METAL WITNESS POST, 13.1 M (43.0 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 9.2 M (30.2 FT) WEST OF A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE UPPER PENINSULA CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY BUSSONE, CLIFFS MINING SERVICES COMPANY, 504 SPRUCE STREET, ISHPEMING, MI 49849. TELEPHONE (906) 475-3818. OR CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE (517) 377-1510. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420841 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MASON CBL MICHIGAN ROCKVILLE MD 20852 - OCTOBER 23, 1992 PROJECT ACCESSION NUMBER: 15484 INGHAM COUNTY NEAREST TOWN: MASON LIST OF ADJUSTED DISTANCES (OCTOBER 19, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1992 281.000 150 M 1992 280.879 149.9990 149.9991 0.1 0 M 1992 281.000 430 M 1992 280.644 429.9976 429.9978 0.2 0 M 1992 281.000 1213 M 1992 280.974 1213.3675 1213.3675 0.3 150 M 1992 280.879 430 M 1992 280.644 279.9986 279.9987 0.1 150 M 1992 280.879 1213 M 1992 280.974 1063.3685 1063.3685 0.2 430 M 1992 280.644 1213 M 1992 280.974 783.3699 783.3700 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF MASON BASE LINE YEAR MEASURED: 1992 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTH-SOUTHEAST OF LANSING AND ABOUT 4.8 KM (3.0 MI) SOUTH OF MASON. THE BASE LINE IS LOCATED ON THE COMPLEX OF THE MICHIGAN TRAP SHOOTERS ASSOCIATION. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTH SIDE OF THE EAST-WEST LINE OF SKEET BOXES. **NOTE** MR. RON JOSEPH, CARETAKER FOR THE M.T.S.A., 1534 WEST SERVICE ROAD, MASON, MI 48854, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE. TELEPHONE (517) 676-2295. MR. ROLLAND SELF, EXECUTIVE DIRECTOR, MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS, 220 SOUTH MUSEUM DRIVE, LANSING, MI 48933, MUST ALSO BE CONTACTED AND CAN HELP WITH INFORMATION ON UPCOMING EVENTS AT THE COMPLEX. TELEPHONE (517) 484-2413. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1213 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND WEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 127 AND STATE HIGHWAY 36 (CEDAR STREET), LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF MASON, GO SOUTHERLY ON U.S. HIGHWAY 127 FOR 7.3 KM (4.5 MI) TO THE EXIT RAMP FOR BARNES ROAD. TAKE THE EXIT RAMP AND GO SOUTHWESTERLY FOR 0.8 KM (0.5 MI) TO THE T-INTERSECTION OF BARNES ROAD. TURN RIGHT AND GO WEST ON BARNES ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF SERVICE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON SERVICE ROAD FOR 1.5 KM (0.9 MI) TO A GRAVEL ROAD AND SIGN "MICHIGAN TRAP SHOOTERS ASSOC. HOME GROUNDS" ON THE LEFT. TURN LEFT AND GO WESTERLY ON THE GRAVEL ROAD THROUGH THE COMPLEX FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF SEVERAL TRACK ROADS. TURN RIGHT AND GO NORTHWESTERLY ON A TRACK ROAD THROUGH THE SHOOTING AREA FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF A TRACK ROAD JUST AFTER THE SKEET BOXES. TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.4 KM (0.2 MI) TO THE END OF THE TRACK ROAD AND SKEET BOX #1 ON THE RIGHT. GO EASTERLY CROSS-COUNTRY FOR 0.08 KM (0.05 MI) TO THE 0-METER POINT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1992" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 148.9 M (488.5 FT) NORTH OF THE CENTERLINE OF THE GRAVEL ENTRANCE ROAD, 82.8 M (271.7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #1, 10.8 M (35.4 FT) WEST OF THE CENTERLINE OF SERVICE ROAD, AND 3.1 M (10.2 FT) WEST OF A FIBERGLASS WITNESS POST IN A FENCE LINE. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1992" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 23.7 M (77.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF SKEET BOX #3, 19.9 M (65.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #4, AND 17.8 M (58.4 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD. 1THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1992" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 62.6 M (205.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A DIM TRACK ROAD, 22.5 M (73.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #15, 21.0 M (68.9 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF SKEET BOX #14, AND 15.3 M (50.2 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD. THE 1213-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1213 M 1992" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 32.9 M (107.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF SKEET BOX #43, 29.9 M (98.1 FT) EAST OF THE CENTERLINE OF A DIM TRACK ROAD, 18.3 M (60.0 FT) NORTH OF THE NORTHWEST CORNER OF SKEET BOX #44, AND 14.9 M (48.9 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT 1992" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 148.9 M (488.5 FT) NORTH OF THE CENTERLINE OF THE GRAVEL ENTRANCE ROAD, 53.3 M (174.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #1, AND 33.6 M (110.2 FT) WEST OF A FIBERGLASS WITNESS POST IN A FENCE LINE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRACK ROADS SHOULD BE UTILIZED WHEN POSSIBLE. PLEASE AVOID DRIVING ON THE COMPLEX'S GRASS. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT AND THE CENTRAL CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. RON ENGER, 138 WEST ASH STREET, P.O. BOX 443, MASON, MI 48854. TELEPHONE (517) 676-6565. OR CONTACT MR. RONNIE LESTER, POLARIS SURVEYING COMPANY, 3081 HOLT ROAD, MASON, MI 48854. TELEPHONE (517) 676-3630. OR CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE (517) 377-1510. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420841 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MASON CBL MICHIGAN ROCKVILLE MD 20852 - JUNE 16, 2000 PROJECT ACCESSION NUMBER: 15484 INGHAM COUNTY NEAREST TOWN: MASON LIST OF ADJUSTED DISTANCES (OCTOBER 19, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1992 281.000 150 M 1992 280.879 149.9990 149.9991 0.1 0 M 1992 281.000 430 M 1992 280.644 429.9976 429.9978 0.2 0 M 1992 281.000 1213 M 1992 280.974 1213.3675 1213.3675 0.3 150 M 1992 280.879 430 M 1992 280.644 279.9986 279.9987 0.1 150 M 1992 280.879 1213 M 1992 280.974 1063.3685 1063.3685 0.2 430 M 1992 280.644 1213 M 1992 280.974 783.3699 783.3700 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF MASON BASE LINE YEAR MEASURED: 1992 YEAR VERIFIED: 2000 LATITUDE: 42 32 17 LONGITUDE: 84 26 38 AZIMUTH: 287 DEGREES TRUE NORTH CHIEF OF PARTY: OWM THE BASE LINE IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTH-SOUTHEAST OF LANSING AND ABOUT 4.8 KM (3.0 MI) SOUTH OF MASON. THE BASE LINE IS LOCATED ON THE COMPLEX OF THE MICHIGAN TRAP SHOOTERS ASSOCIATION. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTH SIDE OF THE EAST-WEST LINE OF SKEET BOXES. **NOTE** MR. DAVID VAN PONRADEY, CARETAKER FOR THE M.T.S.A., 1534 WEST SERVICE ROAD, MASON, MI 48854, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE. TELEPHONE 517-676-2295. MR. ROLLAND SELF, EXECUTIVE DIRECTOR, MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS, 220 SOUTH MUSEUM DRIVE, LANSING, MI 48933, MUST ALSO BE CONTACTED AND CAN HELP WITH INFORMATION ON UPCOMING EVENTS AT THE COMPLEX. TELEPHONE 517-484-2413. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1213 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND WEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 127 AND STATE HIGHWAY 36 (CEDAR STREET), LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF MASON, GO SOUTHERLY ON U.S. HIGHWAY 127 FOR 7.3 KM (4.5 MI) TO THE EXIT RAMP FOR BARNES ROAD. TAKE THE EXIT RAMP AND GO SOUTHWESTERLY FOR 0.8 KM (0.5 MI) TO THE T-INTERSECTION OF BARNES ROAD. TURN RIGHT AND GO WEST ON BARNES ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF SERVICE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON SERVICE ROAD FOR 1.5 KM (0.9 MI) TO A GRAVEL ROAD AND SIGN "MICHIGAN TRAP SHOOTERS ASSOC. HOME GROUNDS" ON THE LEFT. TURN LEFT AND GO WESTERLY ON THE GRAVEL ROAD THROUGH THE COMPLEX FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF SEVERAL TRACK ROADS. TURN RIGHT AND GO NORTHWESTERLY ON A TRACK ROAD THROUGH THE SHOOTING AREA FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF A TRACK ROAD JUST AFTER THE SKEET BOXES. TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.4 KM (0.2 MI) TO THE END OF THE TRACK ROAD AND SKEET BOX #1 ON THE RIGHT. GO EASTERLY CROSS-COUNTRY FOR 0.08 KM (0.05 MI) TO THE 0-METER POINT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1992" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 148.9 M (488.5 FT) NORTH OF THE CENTERLINE OF THE GRAVEL ENTRANCE ROAD, 82.8 M (271.7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #1, 10.8 M (35.4 FT) WEST OF THE CENTERLINE OF SERVICE ROAD, AND 3.1 M (10.2 FT) WEST OF A FIBERGLASS WITNESS POST IN A FENCE LINE. 1THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1992" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 23.7 M (77.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF SKEET BOX #3, 19.9 M (65.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #4, AND 17.8 M (58.4 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1992" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 62.6 M (205.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A DIM TRACK ROAD, 22.5 M (73.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #15, 21.0 M (68.9 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF SKEET BOX #14, AND 15.3 M (50.2 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD. THE 1213-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1213 M 1992" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 32.9 M (107.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF SKEET BOX #43, 29.9 M (98.1 FT) EAST OF THE CENTERLINE OF A DIM TRACK ROAD, 18.3 M (60.0 FT) NORTH OF THE NORTHWEST CORNER OF SKEET BOX #44, AND 14.9 M (48.9 FT) NORTH OF THE CENTERLINE OF A TRACK ROAD. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT 1992" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 148.9 M (488.5 FT) NORTH OF THE CENTERLINE OF THE GRAVEL ENTRANCE ROAD, 53.3 M (174.9 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF SKEET BOX #1, AND 33.6 M (110.2 FT) WEST OF A FIBERGLASS WITNESS POST IN A FENCE LINE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRACK ROADS SHOULD BE UTILIZED UTILIZED WHEN POSSIBLE. PLEASE AVOID DRIVING ON THE COMPLEX'S GRASS. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT AND THE CENTRAL CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. RON ENGER, 138 WEST ASH STREET, P.O. BOX 443, MASON, MI 48854. TELEPHONE 517-676-6565. OR CONTACT MR. RONNIE LESTER, POLARIS SURVEYING COMPANY, 3081 HOLT ROAD, MASON, MI 48854. TELEPHONE 517-676-3630. OR CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE 517-377-1510. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430841 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MIDLAND CBL MICHIGAN SILVER SPRING MD 20910 - JUNE 16, 2000 PROJECT ACCESSION NUMBER: 15484 MIDLAND COUNTY NEAREST TOWN: MIDLAND LIST OF ADJUSTED DISTANCES (JUNE 7, 2000) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 2000 192.878 150 M 2000 191.165 150.3089 150.3187 0.1 0 M 2000 192.878 392 M 2000 189.526 392.1365 392.1508 0.2 0 M 2000 192.878 1002 M 2000 188.925 1002.1622 1002.1700 0.3 150 M 2000 191.165 392 M 2000 189.526 241.8275 241.8331 0.1 150 M 2000 191.165 1002 M 2000 188.925 851.8531 851.8561 0.2 392 M 2000 189.526 1002 M 2000 188.925 610.0255 610.0258 0.1 DESCRIPTION OF MIDLAND BASE LINE YEAR MEASURED: 2000 LATITUDE: 43 39 22 LONGITUDE: 084 15 04 AZIMUTH: 284 DEGREES TRUE NORTH CHIEF OF PARTY: OWM A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0 METER POINT. THE REDUCED MARK-TO-MARK DISTANCE IS 100.0011 FEET. THE BASE LINE IS LOCATED ABOUT 4.35 KM (2.70 MI) NORTH OF MIDLAND MICHIGAN ALONG A FRONTAGE ROAD (AIRPORT ROAD) SOUTH OF THE MIDLAND AIRPORT. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. THE BASE LINE CONSISTS OF THE 0, 150, 392, AND 1002 METER POINTS WITH A 100- FOOT TAPE CALIBRATION STATION LOCATED WEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. 10 AND NORTH EASTMAN AVENUE, LOCATED AT THE NORTH SIDE OF MIDLAND, GO NORTH ON EASTMAN AVENUE FOR 0.24 KM (0.15 MI) TO A FRONTAGE ROAD WEST (AIRPORT ROAD). TURN LEFT AND GO WEST FOR 0.40 KM (0.25 MI) TO THE WEST ENTRANCE TO LOWE'S HOME IMPROVEMENT WAREHOUSE OF THE RIGHT AND THE 0-METER POINT ON THE LEFT (SOUTH SIDE OF AIRPORT ROAD). THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 2000" SET IN THE TOP OF A 18 CM (7 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.07 M (56.0 FT) SOUTH OF A UTILITY POLE, 17.07 M (56.0 FT) WEST OF THE EXTENDED CENTERLINE OF THE WEST ENTRANCE TO LOWE'S HOME IMPROVEMENT WAREHOUSE, 12.19 M (40.0 FT) EAST-NORTHEAST OF A 10-INCH DIAMETER PINE TREE, 6.95 M (22.8 FT) SOUTH OF THE CENTERLINE OF AIRPORT ROAD, 4.14 M (30.0 FT) WEST OF A 6-INCH BY 8-INCH WOODEN POST, AND 3.51 M (11.5 FT) NORTH OF A CARSONITE WITNESS POST AND EAST-WEST FENCE LINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "150 M 2000" SET IN THE TOP OF 18 CM (7 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.68 M (58.0 FT) SOUTH OF A FIRE HYDRANT, 10.06 M (33.0 FT) WEST OF THE EXTENDED CENTERLINE OF THE WEST ENTRANCE TO ARMORY, 6.92 M (22.7 FT) SOUTH OF THE CENTERLINE OF AIRPORT ROAD AND 3.51 M (11.5 FT) NORTH OF A CARSONITE WITNESS POST AND EAST-WEST FENCE LINE. THE 392 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "392 M 2000" SET IN THE TOP OF A 20 CM (8 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 9.14 M (30.0 FT) WEST-NORTHWEST OF AN 8-INCH BEECH TREE, 8.96 M (29.4 FT) EAST-NORTHEAST OF A UTILITY POLE WITH TRANSFORMER (NO.578), 7.16 M (23.5 FT) SOUTH OF THE CENTERLINE OF AIRPORT ROAD, AND 3.35 M (11.0 FT) NORTH OF A CARSONITE WITNESS POST AND EAST-WEST FENCE LINE. 1THE 1002 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1002 M 2000" SET IN THE TOP OF 18 CM (7 IN) SQUARE CONCRETE POST FLUSH WITH SURFACE OF THE GROUND. IT IS 18.75 M (61.5 FT) SOUTHWEST OF AN UNDERGROUND AMERITECH CABLE JUNCTION BOX, 16.34 M (53.6 FT) EAST OF A 45 MPH ROAD SIGN, 15.12 M (49.6 FT) EAST-NORTHEAST OF A 12-INCH DIAMETER ASH TREE, 7.01 M (23.0 FT) SOUTH OF THE CENTERLINE OF AIRPORT ROAD, AND 2.99 M (9.8 FT) NORTH OF A CARSONITE WITNESS POST AND EAST-WEST FENCE LINE. THE 100-FOOT TAPE CALIBRATION POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT 2000" SET IN THE TOP OF 20 CM (8 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH SURFACE OF THE GROUND. IT IS AND 2.99 M (9.8 FT) NORTH OF A CARSONITE WITNESS POST AND EAST-WEST FENCE LINE AND 30.48 M (100 FT) WEST OF THE 0-METER POINT ALONG THE LINE OF THE BASE LINE. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SAGINAW VALLEY AND NORTHERN CHAPTERS OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS (MSPS). FOR MORE INFORMATION PLEASE CONTACT MR. MARK POWELL, P.S. CHAPTER REPRESENTATIVE-SAGINAW VALLEY CHAPTER OF MSPS AT 231-547-9901, MR. JAMES EVANS, P.S. CHAPTER REPRESENTATIVE-NORTHERN CHAPTER MSPS AT 231-547-9901, OR THE NATIONAL GEODETIC SURVEY MICHIGAN STATE GEODETIC ADVISOR, MR. RONALD L. RAMSEY AT 517-377-1510. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440854 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TRAVERSE CITY CBL MICHIGAN ROCKVILLE MD 20852 - SEPTEMBER 2, 1993 PROJECT ACCESSION NUMBER: 15484 GRAND TRAVERSE COUNTY NEAREST TOWN: TRAVERSE CITY LIST OF ADJUSTED DISTANCES (AUGUST 17, 1993) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1993 186.772 150 M 1993 186.238 150.0038 150.0048 0.1 0 M 1993 186.772 431 M 1993 186.072 431.0605 431.0610 0.1 0 M 1993 186.772 1343 M 1993 183.603 1342.8707 1342.8744 0.1 150 M 1993 186.238 431 M 1993 186.072 281.0566 281.0567 0.1 150 M 1993 186.238 1343 M 1993 183.603 1192.8668 1192.8697 0.1 431 M 1993 186.072 1343 M 1993 183.603 911.8102 911.8136 0.1 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 1343-METER POINT. THE REDUCED MARK-TO-MARK DISTANCE IS 100.00 FEET. DESCRIPTION OF TRAVERSE CITY BASE LINE YEAR MEASURED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED IN SOUTHEASTERN TRAVERSE CITY, NORTH OF THE CHERRY CAPITAL MUNICIPAL AIRPORT, BETWEEN AIRPORT ACCESS ROAD TO THE WEST AND THREE MILE ROAD TO THE EAST. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTHERN RAIL OF THE EAST-WEST MICHIGAN NORTHERN RAILWAY LINE THAT IS JUST SOUTH OF PARSONS ROAD. THE BASE LINE IS AN EAST-SOUTHEAST, WEST-NORTHWEST LINE WITH THE 0-METER POINT ON THE WEST-NORTHWEST END. IT CONSISTS OF THE 0, 150, 431, AND 1343 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND WEST-NORTHWEST OF THE 1343-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 37 (GARFIELD AVENUE) AND U.S. HIGHWAY 31 AND STATE HIGHWAY 72 (MUNSON AVENUE), LOCATED ON THE NORTHEAST SIDE OF TRAVERSE CITY, GO EAST CURVING TO SOUTHEAST ON U.S. HIGHWAY 31 AND STATE HIGHWAY 72 FOR 1.9 KM (1.2 MI) TO THE INTERSECTION OF AIRPORT ACCESS ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY ON AIRPORT ACCESS ROAD FOR 0.7 KM (0.4 MI) TO THE INTERSECTION OF PARSONS ROAD. CONTINUE SOUTH ON AIRPORT ACCESS ROAD FOR 0.04 KM (0.02 MI) TO THE 0-METER POINT ON THE LEFT, JUST SOUTH OF THE RAILWAY LINE AT THE ENTRANCE TO THE AIRPORT COMPLEX. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1993" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 18 CM (7 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 42.0 M (137.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF PARSONS ROAD, 36.8 M (120.7 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF AIRPORT ACCESS ROAD, 6.5 M (21.3 FT) NORTH-NORTHEAST OF WOODEN UTILITY POLE NO. 3568, 4.5 M (14.8 FT) SOUTH-SOUTHWEST OF THE SOUTHERN RAIL, AND 0.6 M (2.0 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1993" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 43.2 M (141.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF PARSONS ROAD, 27.7 M (90.9 FT) SOUTH-SOUTHEAST OF A WOODEN UTILITY POLE, 15.1 M (49.5 FT) SOUTHWEST OF THE WESTERN END OF A METAL RIGHT-OF-WAY FENCE, 10.0 M (32.8 FT) NORTH-NORTHEAST OF A METAL FENCE, 4.5 M (14.8 FT) SOUTH-SOUTHWEST OF THE SOUTHERN RAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 431-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "431 M 1993" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 15 CM (6 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 42.9 M (140.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF PARSONS ROAD, 28.5 M (93.5 FT) SOUTH-SOUTHEAST OF A WOODEN UTILITY POLE, 20.2 M (66.3 FT) WEST-NORTHWEST OF A SWITCH STAND, 4.4 M (14.4 FT) SOUTH-SOUTHWEST OF A FROG POINT, AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST. 1THE 1343-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1343 M 1993" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 43.3 M (142.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF PARSONS ROAD, 38.7 M (127.0 FT) NORTH OF A METAL LIGHT POST ON THE NORTHERN EDGE OF A PAVED PARKING LOT, 23.3 M (76.4 FT) SOUTHWEST OF A WOODEN UTILITY POLE, 4.6 M (15.1 FT) SOUTH-SOUTHWEST OF THE SOUTHERN RAIL, 2.0 M (6.6 FT) SOUTH-SOUTHWEST OF A WHISTLE POST, AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1993" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 15 CM (6 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 57.2 M (187.7 FT) NORTH- NORTHEAST OF THE NORTHWEST CORNER OF A PAVED PARKING LOT, 43.3 M (142.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF PARSONS ROAD, 30.7 M (100.7 FT) WEST-NORTHWEST OF A WHISTLE POST, 4.6 M (15.1 FT) SOUTH-SOUTHWEST OF THE SOUTHERN RAIL, AND 0.7 M (2.3 FT) NORTH- NORTHEAST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE UPPER PENINSULA CHAPTER OF THE MICHIGAN SOCIETY OF PROFESSIONAL SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. COREY HUGHES, SURVEY MANAGER, GOSLING CZUBAK ASSOCIATES, 525 WEST FOURTEENTH, TRAVERSE CITY, MI 49684. TELEPHONE (616) 946-9191. OR CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050, DESIGN SURVEY DIVISION, LANSING, MI 48909. TELEPHONE (517) 377-1510.