STATE OF MONTANA CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BELGRADE (2003 REMEASURED) MONTANA GALLATIN N451111 BUTTE CBL (2002 REMEASURED) MONTANA JEFFERSON N461122 GREAT FALLS (2003 REMEASURED) MONTANA CASCADE N471114 HAVRE CBL (2002 REMEASURED) MONTANA HILL N481094 HELENA CBL (2002 NEW) MONTANA LEWIS AND CLARK N461114 LASALLE CBL (2002 REMEASURED) MONTANA FLATHEAD N481142 LAUREL (2003 REMEASURED) MONTANA YELLOWSTONE N451084 LEWISTOWN CBL (2002 REMEASURED) MONTANA FERGUS N471092 LIBBY (2003 REMEASURED) MONTANA LINCOLN N481151 LINDSAY (2003 REMEASURED) MONTANA DAWSON N471052 MILES CITY CBL (2002 REMEASURED) MONTANA CUSTER N461061 MISSOULA CBL (2002 NEW) MONTANA MISSOULA N461141 NASHUA CBL (2002 NEW) MONTANA VALLEY N481062 ____________________________________________________________________________________________________________________________ 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451111 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BELGRADE CBL MONTANA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16744 GALLATIN COUNTY NEAREST TOWN: BELGRADE LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1310.643 150 M 1309.262 149.9900 149.9964 .1 0 M 1310.643 430 M 1308.096 429.9845 429.9920 .1 0 M 1310.643 1210 M 1308.281 1209.9908 1209.9931 .2 150 M 1309.262 430 M 1308.096 279.9944 279.9968 .1 150 M 1309.262 1210 M 1308.281 1060.0006 1060.0011 .1 430 M 1308.096 1210 M 1308.281 780.0062 780.0062 .1 DESCRIPTION OF BELGRADE BASE LINE YEAR MEASURED: 1985 YEAR REMASURED: 2003 CHIEF OF PARTY: CLS TWO TAPE CALIBRATION MONUMENTS ARE SET 100 FT AND 200 FT FROM THE 0 M POINT (NOT MEASURED THIS SURVEY). THE BASE LINE IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTH OF BELGRADE ALONG THE NORTHEASTERN EDGE OF MONTANA STATE HIGHWAY 290. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1210 METER POINTS WITH A 100-FOOT AND 200-FOOT TAPE CALIBRATION STATION LOCATED NORTHWEST OF THE 0 M POINT AND SLIGHTLY OFF LINE OF THE MAIN CALIBRATION BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 85 (EXIT 298) ON THE SOUTH SIDE OF BELGRADE GO NORTH ON STATE HIGHWAY 85 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE HIGHWAY 290. TURN RIGHT (EAST) ON HIGHWAY 290 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF STATE HIGHWAY 205 (MAIN AND BROADWAY), CONTINUE AHEAD, NORTHERLY ON STATE HIGHWAY 290 (BROADWAY) FOR 11.32 KM (6.95 MI) TO HIGHWAY MILE POST 7, CONTINUE AHEAD NORTHWEST FOR 0.5 KM (0.3 MI) TO THE 0 M POINT ON THE RIGHT JUST PAST A FIELD ENTRANCE ROAD. THE 0-METER POINT IS A NGS CBL DISK STAMPED 0 M SET IN THE TOP OF A 55 CM (22 IN) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 12.8 M (42.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE, 8.9 M (29.2 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 7.4 M (24.3 FT) NORTHWEST OF THE CENTER OF A GRAVEL FIELD ACCESS ROAD. THE 150-METER POINT IS A NGS CBL DISK STAMPED 150 M SET IN THE TOP OF A 60 CM (24 IN) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 0.1 KM (0.05 MI) SOUTHEAST OF A GRAVEL DRIVEWAY LEADING SOUTH TO A FARM, 9.4 M (30.8 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE, 8.4 M (27.5 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY. THE 430-METER POINT IS A NGS CBL DISK STAMPED 430 M SET IN THE TOP OF A 60 CM (24 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 0.2 KM (0.1 MI) NORTHWEST OF A GRAVEL DRIVEWAY LEADING SOUTH TO A FARM, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 7.4 M (24.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE. THE 1210-METER POINT IS A NGS CBL DISK STAMPED 1210 M SET IN THE TOP OF A 60 CM (24 IN) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 60.5 M (198.5 FT) NORTHWEST OF HIGHWAY MILE POST 8, 36.2 M (118.8 FT) SOUTHEAST OF THE JUNCTION OF THE HIGHWAY WITH A GRAVEL ROAD LEADING NORTHEAST AND A GRAVEL DRIVE LEADING SOUTHWEST TO A FARM HOUSE, 14.8 M (48.5 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE, 6.9 M (22.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY. 1THE 100-FOOT TAPE CALIBRATION STATION IS A NGS CBL DISK STAMPED 100 FT SET IN THE TOP OF A 60 CM (24 IN) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 12.0 M (39.4 FT) NORTHEAST OF THE CNTER OF THE HIGHWAY, 9.2 M (30.2 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE. (NOT MEASURED THIS SURVEY) THE 200-FOOT TAPE CALIBRATION STATION IS A NGS CBL DISK STAMPED 200 FT SET IN THE TOP OF A 60 CM (24 FT) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 14.8 M (48.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.6 M (18.4 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE. (NOT MEASURED THIS SURVEY) USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 45 51 40.5 W 111 10 22.1 150 N 45 51 43.7 W 111 10 27.3 430 N 45 51 49.7 W 111 10 37.2 1210 N 45 52 06.4 W 111 11 04.3 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE AND THE MONTANA STATE HIGHWAY DEPARTMENT. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT: MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, P.O. BOX 201001, HELENA, MT 59620-1001; PHONE (406)444-6020 ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461122 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BUTTE CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 JEFFERSON COUNTY NEAREST TOWN: BUTTE LIST OF ADJUSTED DISTANCES (FEBRUARY 24, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0.000 1908.875 150.0220 M 1908.856 150.0206 150.0206 .1 0.000 1908.875 420.0257 M 1908.220 420.0245 420.0250 .2 0.000 1908.875 1006.1002 M 1908.933 1006.0960 1006.0960 .3 150.0220 M 1908.856 420.0257 M 1908.220 270.0040 270.0047 .1 150.0220 M 1908.856 1006.1002 M 1908.933 856.0754 856.0754 .2 420.0257 M 1908.220 1006.1002 M 1908.933 586.0714 586.0718 .1 DESCRIPTION OF BUTTE BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED: 2002 LATITUDE: 46 07 36 LONGITUDE: 112 24 08 AZIMUTH: 20 CHIEF OF PARTY: JCW THE BASE LINE IS LOCATED ABOUT 16.09 KM (10 MI) NORTHEAST OF BUTTE AND 3.2 KM (2 MI) NORTH OF ELK PARK EXIT 138 OFF INTERSTATE HIGHWAY 15 AND ALONG THE RIGHT HAND SIDE OF THE FRONTAGE ROAD ON THE EAST SIDE OF INTERSTATE HIGHWAY 15. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT IS MADE UP OF THE 0, 150, 420, AND 1006 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTH OF THE 0 METER POINT ON LINE WITH THE BASE LINE. ALL OF THE MARKS ARE SET ON A LINE ABOUT FOUR FEET FROM THE EAST EDGE OF THE FRONTAGE ROAD AND APPROXIMATELY FORTY-FOUR FEET WEST OF THE PROPERTY FENCE LINE RUNNING PARALLEL WITH THE FRONTAGE ROAD. MONTANA DEPARTMENT OF HIGHWAYS WITNESS POSTS ARE SET IN THE RIGHT-OF-WAY FENCE EAST OF THE MONUMENTS. THE 100 FOOT TAPE CALIBRATION MARK WAS NOT RE-MEASURED. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 90 AND INTERSTATE 15, GO NORTH ON INTERSTATE 15 FOR 15.77 KM (9.8 MI) TO ELK PARK EXIT, TURN RIGHT AND THEN LEFT ON THE EAST SIDE OF FRONTAGE ROAD, GO NORTH ON FRONTAGE ROAD FOR 3.06 KM (1.9 MI) TO THE 0 METER POINT ON THE RIGHT, CONTINUE NORTH FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT, CONTINUE NORTH FOR 0.32 KM (0.2 MI) TO THE 420 METER POINT ON THE RIGHT, CONTINUE NORTH FOR 0.56 KM (0.35 MI) TO THE 1006 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0.00" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 4 CM (2 IN) ABOVE THE GROUND. IT IS LOCATED 13.38 M (43.9 FT) WEST FROM A BARBED WIRE FENCE AND 6.03 M (19.8 FT) EAST FROM CENTER OF PAVED FRONTAGE ROAD. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150.0220 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 8 CM (3 IN) ABOVE THE GROUND. IT IS LOCATED 13.41 M (44.0 FT) WEST FROM A BARBED WIRE FENCE AND 6.18 M (20.3 FT) EAST FROM CENTER OF PAVED FRONTAGE ROAD. THE 420 METER POINT IS A STANDARD NGS DISK STAMPED "420.0257 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 8 CM (3 IN) ABOVE THE GROUND. IT IS LOCATED 13.41 (44.0 FT) WEST FROM A BARBED WIRE FENCE AND 6.09 M (20.0 FT) EAST FROM CENTER OF PAVED FRONTAGE ROAD. THE 1006 METER POINT IS A STANDARD NGS DISK STAMPED "1006.1002 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13 IN) IN DIAMETER PROJECTING 2 CM (1 IN) ABOVE THE GROUND. IT IS LOCATED 13.44 M (44.1 FT) WEST FROM A BARBED WIRE FENCE AND 5.79 M (19.0 FT) EAST FROM CENTER OF PAVED FRONTAGE ROAD. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION CONTACT THE DEPARTMENT OF HIGHWAYS, P.O. BOX 3068, BUTTE, MONTANA 59702, TELEPHONE 406-494-3226. ____________________________________________________________________________________________________________________________ 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471114 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GREAT FALLS CBL MONTANA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16744 CASCADE COUNTY NEAREST TOWN: GREAT FALLS LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1063.779 150 M 1063.087 149.9956 149.9972 .1 0 M 1063.779 430 M 1062.209 429.9832 429.9861 .1 0 M 1063.779 1400 M 1077.666 1400.0150 1400.0839 .2 150 M 1063.087 430 M 1062.209 279.9876 279.9890 .1 150 M 1063.087 1400 M 1077.666 1250.0191 1250.1042 .1 430 M 1062.209 1400 M 1077.666 970.0311 970.1543 .1 DESCRIPTION OF GREAT FALLS BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED: 2003 AZIMUTH: 325 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTHWEST OF GREAT FALLS, 5.6 KM (3.5 MI) NORTHWEST OF VAUGHN, AND 5.6 KM (3.5 MI) NORTHWEST OF EXIT 290 ALONG THE NORTHEAST EDGE OF FRONTAGE ROAD AND THE RIGHT OF WAY FENCE. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE BETWEEN THE NORTHEAST EDGE OF THE FRONTAGE ROAD AND THE INTERSTATE RIGHT OF WAY FENCE. TO REACH THE 0 METER POINT FROM INTERSTATE EXIT 290 AT THE JUNCTION OF INTERSTATE 15 AND UNITED STATES HIGHWAY 89 AND MONTANA STATE HIGHWAY 200 (EXIT 290) AT VAUGHN, GO WESTERLY FROM THE TOP OF THE OVERPASS ON U.S. HIGHWAY 89 AND STATE HIGHWAY 200 FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF THE FRONTAGE ROAD ON THE RIGHT. TURN RIGHT (NORTHERLY) ON THE FRONTAGE ROAD FOR 5.8 KM (3.6 MI) TO THE 0 M POINT ON THE RIGHT, 0.2 KM (0.1 MI) NORTHWEST OF INTERSTATE HIGHWAY 15 MILE MARKER 294. THE 0 METER POINT IS A STANDARD NGS CBL DISK STAMPED 0 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 10.21 M (33.5 FT) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 7.53 M M (24.7 FT) SW FROM THE INTERSTATE RIGHT OF WAY FENCE, 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST. THE 150 METER POINT IS A STANDARD NGS CBL DISK STAMPED 150 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 36.8 M (120.7 FT) NORTHWEST OF A FIBERGLASS POST WARNING BURIED FIBER OPTICS SET AT A BRACED POST IN RIGHT OF WAY FENCE, 10.18 M (33.4 FT) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 7.44 M (24.4 FT) SW FROM THE INTERSTATE RIGHT OF WAY FENCE, 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST. THE 430 METER POINT IS A STANDARD NGS CBL DISK STAMPED 430 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS 66.0 M (216.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A 60 CM CONCRETE CULVERT UNDER I-15 10.21 M (33.5 FT) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 7.41 M (24.3 FT) SOUTHWEST FROM THE INTERSTATE RIGHT OF WAY FENCE, 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST. THE 1400 METER POINT IS A STANDARD NGS CBL DISK STAMPED 1400 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND LOCATED 105.4 M (345.8 FT) SOUTHEAST OF THE CENTER OF A METAL GRATED CULVERT DRAIN, 10.27 M (33.7 FT) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 7.47 M (24.5 FT) SOUTHWEST FROM THE INTERSTATE RIGHT OF WAY FENCE, 0.7 M (2.3 FT) SOUTHWEST OF A METAL WITNESS POST. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 47 36 21.8 W 111 34 22.7 150 N 45 36 26.5 W 111 34 24.7 430 N 45 36 35.1 W 111 34 28.9 1400 N 45 37 05.0 W 111 34 43.1 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT: MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, P.O. BOX 201001, HELENA, MT 59620-1001; PHONE (406)444-6020 ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481094 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HAVRE CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 HILL COUNTY NEAREST TOWN: HAVRE LIST OF ADJUSTED DISTANCES (FEBRUARY 24, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 788.476 150 M 787.486 149.9964 149.9997 .1 0 M 788.476 430 M 786.679 429.9991 430.0029 .2 0 M 788.476 1230 CBL HAVRE GPS 785.489 1230.0034 1230.0070 .3 150 M 787.486 430 M 786.679 280.0027 280.0039 .1 150 M 787.486 1230 CBL HAVRE GPS 785.489 1080.0069 1080.0087 .2 430 M 786.679 1230 CBL HAVRE GPS 785.489 800.0042 800.0051 .1 DESCRIPTION OF HAVRE BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 2002 LATITUDE: 48 32 07.3 LONGITUDE: 109 46 23.4 AZIMUTH: 000 CHIEF OF PARTY: DDB THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST OF HAVRE ALONG THE WEST END OF HAVRE AIRPORT AND ABANDON RUNWAY. 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 1230 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTH OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE AT THE WEST END OF THE HAVRE AIRPORT AND ALONG THE ABANDON RUNWAY AND TRACK ROAD. THE 1230 METER POINT IS ABOUT 98 FEET SOUTHWEST OF THE END OF THE BLACKTOP ROAD. THE 430 METER POINT IS BESIDE A PILE OF JUNK. TO REACH THE 0 METER POINT FROM THE JUNCTION OF UNITED STATES HIGHWAYS 2 AND 87 ON THE WEST SIDE OF HAVRE, GO WEST ON UNITED STATES HIGHWAY 2 FOR 0.72 KM (0.45 MI) TO A SIDE ROAD LEFT TO THE AIRPORT. TURN LEFT AND GO SOUTHERLY FOR 1.04 KM (0.65 MI) TO HENSLEY FLYING SERVICE AT HAVRE AIRPORT WHERE ROAD TURNS RIGHT. TURN RIGHT AND GO WEST ALONG NORTH EDGE OF AIRPORT PROPERTY FOR 0.32 KM (0.2 MI) TO GATE ON WEST END OF TERMINAL AREA, PASS THRU GATE AND CONTINUE WEST FOR 0.72 KM (0.45 MI) ON BLACKTOP AND GRAVEL ROAD TO THE 1230 METER POINT ON THE LEFT NEAR WEST END OF AIRPORT. TO REACH 430 METER POINT FOLLOW TRACK ROAD AND ABANDON RUNWAY FOR 0.88 KM (0.55 MI) TO 430 METER POINT ON RIGHT ABOUT 23.2 M (76.0 FT) WEST OF WEST EDGE OF ABANDON RUNWAY. CONTINUE SOUTH ON ABANDON RUNWAY AND TRACK ROAD FOR 0.24 KM (0.15 MI) TO THE 150 METER POINT ON THE RIGHT, ABOUT 57 FEET WEST OF CENTER OF TRACK ROAD. CONTINUE SOUTH ON TRACK ROAD FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH GROUND. IT IS LOCATED 8.87 M (29.1 FT) EAST FROM THE EDGE OF FIELD, 5.33 M (17.5 FT) WEST FROM THE CENTER OF TRACK ROAD, AND 0.76 M (2.5 FT) EAST FROM A METAL WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND. IT IS LOCATED 49.22 M (161.5 FT) NORTHWEST FROM AN 8-INCH ORANGE PIPE SET AT EDGE OF TRACK ROAD, 17.46 M (57.3 FT) WEST FROM THE CENTER OF A TRACK ROAD, 10.15 M (33.3 FT) EAST FROM THE EDGE OF FIELD, AND 0.94 M (3.1 FT) EAST FROM A METAL WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND. IT IS LOCATED 25.88 M (84.9 FT) EAST FROM A BARBED WIRE FENCE, 23.29 M (76.4 FT) WEST FROM THE WEST EDGE OF AN ABANDONED RUNWAY, AND 0.91 M (3.0 FT) EAST FROM A METAL WITNESS POST. 1THE 1230 METER POINT IS A STANDARD NGS DISK STAMPED "1230 CBL HAVRE GPS" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 2.5 CM (1 IN) ABOVE THE GROUND. IT IS LOCATED 48.68 M (159.7 FT) SOUTHEAST FROM A METAL FENCE CORNER, 29.90 M (98.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE END OF A BLACKTOP ROAD, 7.28 M (23.9 FT) EAST FROM THE CENTER OF A TRACK ROAD, AND 0.94 M (3.1 FT) EAST FROM A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION CONTACT MR. HAZEN FLICKINGER, SUPERVISOR DIVISION CONSTRUCTION, P.O. BOX 592, HAVRE, MONTANA 59501, TELEPHONE 406-265-6821 OR 265-2511. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461114 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HELENA CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 LEWIS AND CLARK COUNTY NEAREST TOWN: HELENA LIST OF ADJUSTED DISTANCES (FEBRUARY 24, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) CBL 0 M 2001 1172.000 CBL 150 M 2001 1172.127 150.0069 150.0069 .1 CBL 0 M 2001 1172.000 CBL 430 M 2001 1171.656 429.9973 429.9974 .2 CBL 0 M 2001 1172.000 CBL 1070 M 2001 1171.502 1070.0116 1070.0118 .2 CBL 150 M 2001 1172.127 CBL 430 M 2001 1171.656 279.9904 279.9908 .1 CBL 150 M 2001 1172.127 CBL 1070 M 2001 1171.502 920.0048 920.0050 .2 CBL 430 M 2001 1171.656 CBL 1070 M 2001 1171.502 640.0144 640.0144 .1 DESCRIPTION OF HELENA BASE LINE YEAR MEASURED: 2002 LATITUDE: 46 39 19.5 LONGITUDE: 111 52 03.4 AZIMUTH: 225 CHIEF OF PARTY: CLS NOTE: THIS BASE LINE REPLACES THE OLD HELENA BASE LINE (ESTABLISHED 1985) WHICH HAD TO BE ABANDONED AND DESTROYED EXCEPT FOR THE 0-METER POINT WHICH IS A HARN POINT (PID#A7860) AND WILL BE PRESERVED. THIS NEW HELENA BASE LINE IS IN AN ENTIRELY NEW LOCATION. THIS BASE LINE IS LOCATED 16 KM (10 MI) EAST-NORTHEAST OF HELENA AND 3.7 KM (2.3 MI) SOUTHWEST OF LAKESIDE COMMUNITY. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1070 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND CEDAR AVENUE (EXIT 193) LOCATED ON THE EAST SID OF HELENA, GO EAST ON CEDAR AVENUE FOR 0.16 KM (0.1 MI) TO THE JUNCTION OF WASHINGTON STREET AT CONTROLLED INTERSECTION. TURN LEFT AND GO NORTH ON WASHINGTON STREET FOR 1.1 KM (0.7 MI) TO THE T-JUNCTION OF CUSTER AVENUE. TURN RIGHT AND GO EAST ON CUSTER AVENUE FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF YORK ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST ON YORK ROAD FOR 8.5 KM (5.3 MI) TO THE JUNCTION OF LAKE HELENA DRIVE, ON THE RIGHT. CONTINUE NORTHEAST ON YORK ROAD FOR 1.0 KM (0.65 MI) TO THE 0-METER POINT ON THE RIGHT, 0.24 KM (0.15 MI) SOUTHWEST OF MILE POST 7. THE 0-METER POINT IS A NGS CALIBRATION BASE LINE STAMPED "CBL 0 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 21.6 M (70.9 FT) SOUTHEAST OF THE CENTER OF YORK ROAD, 3.7 M (12.1 FT) WEST OF THE SOUTHWEST END A WOOD POST BRACE IN RIGHT-OF-WAY FENCE, 2.7 M (8.8 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.1 M (3.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 0.95 M (3.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A NGS CALIBRATION BASE LINE STAMPED "CBL 150 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 28.7 M (94.2 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A WOOD POST BRACE IN THE RIGHT-OF-WAY FENCE, 19.3 M (63.3 FT) SOUTHEAST OF THE CENTER OF YORK ROAD, 5.1 M (16.7 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 0.9 M (2.9 FT) SOUTHEAST OF FIBERGLASS WITNESS POST. THE 430-METER POINT IS A NGS CALIBRATION BASE LINE STAMPED "CBL 430 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 25.6 M (84.0 FT) WEST OF THE SOUTHWEST END OF A WOOD POST BRACE IN THE RIGHT-OF-WAY FENCE, 15.0 M (49.2 FT) SOUTHEAST OF THE CENTER OF YORK ROAD, 9.6 M (31.5 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 0.9 M (2.9 FT) SOUTHEAST OF FIBERGLASS WITNESS POST. 1THE 1070-METER POINT IS A NGS CALIBRATION BASE LINE STAMPED "CBL 1070 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 23.3 M (76.4 FT) SOUTHEAST OF THE CENTER OF YORK ROAD, 5.5 (18.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A WOOD POST BRACE IN THE RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST SET IN THE RIGHT-OF-WAY FENCE LINE, AND 1.0 M (3.3 FT) SOUTHEAST OF 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 MONTANA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, HELENA, MT 59601, TELEPHONE 406-444-6020. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481142 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LASALLE CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 FLATHEAD COUNTY NEAREST TOWN: KALISPELL LIST OF ADJUSTED DISTANCES (FEBRUARY 24, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) LASALLE BASELINE 0 M 910.427 LASALLE BASELINE 150 M 909.933 149.9801 149.9809 .2 LASALLE BASELINE 0 M 910.427 LASALLE BASELINE 430 M 908.787 429.9826 429.9857 .3 LASALLE BASELINE 0 M 910.427 LASALLE BASELINE 1400 M 906.480 1399.9838 1399.9894 .4 LASALLE BASELINE 150 M 909.933 LASALLE BASELINE 430 M 908.787 280.0025 280.0048 .2 LASALLE BASELINE 150 M 909.933 LASALLE BASELINE 1400 M 906.480 1250.0037 1250.0084 .3 LASALLE BASELINE 430 M 908.787 LASALLE BASELINE 1400 M 906.480 970.0012 970.0039 .2 DESCRIPTION OF LASALLE BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED: 2002 LATITUDE: 48 20 22.8 LONGITUDE: 114 14 28.3 AZIMUTH: 180 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 14.48 KM (9.0 MI) NORTH OF KALISPELL, 10.45 KM (6.5 MI) SOUTHEAST OF WHITEFISH, 6.43 KM (4.0 MI) SOUTHWEST OF COLUMBIA FALLS, AND 1.60 KM (1.0 MI) NORTH OF GLACIER PARK INTERNATIONAL AIRPORT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS. ALL OF THE MARKS ARE SET ON LINE ALONG THE WEST SIDE OF HIGHWAY 2, ON THE COUNTY RIGHT-OF-WAY. THERE ARE THREE CONCRETE FOOT PADS BY EACH METER POINT. TO REACH THE 0 METER POINT FROM THE JUNCTION OF HIGHWAY 2 AND HIGHWAY 35 LOCATED ON THE EAST SIDE OF KALISPELL, GO NORTH ON HIGHWAY 2 FOR 10.78 KM (6.7 MI) TO GLACIER PARK INTERNATIONAL AIRPORT ENTRANCE ON THE LEFT. CONTINUE NORTH ON HIGHWAY 2 FOR 2.49 KM (1.55 MI) TO THE 1400 METER POINT ON THE LEFT JUST BEFORE REACHING WISHART ROAD. CONTINUE NORTH ON HIGHWAY 2 FOR 0.96 KM (0.6 MI) TO THE 430 METER POINT ON THE LEFT, CONTINUE NORTH ON HIGHWAY 2 FOR 0.32 KM (0.2 MI) TO THE 150 METER POINT ON THE LEFT, CONTINUE NORTH ON HIGHWAY 2 FOR 0.15 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "LASALLE BASELINE 0 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND. IT IS LOCATED 18.166 M (59.6 FT) WEST FROM CENTER OF HIGHWAY 2, 6.248 M (20.5 FT) EAST FROM A METAL WITNESS POST, AND 6.278 M (20.6 FT) EAST FROM A FENCE LINE. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "LASALLE BASELINE 150 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND. IT IS LOCATED 18.044 M (59.2 FT) WEST FROM CENTER OF HIGHWAY 2, 6.309 M (20.7 FT) EAST FROM A METAL WITNESS POST, AND 6.370 M (20.9 FT) EAST FROM A FENCE LINE. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "LASALLE BASELINE 430 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND. IT IS LOCATED 18.135 M (59.5 FT) WEST FROM CENTER OF HIGHWAY 2, 12.161 M (39.9 FT) EAST FROM A METAL WITNESS POST, AND 12.222 M (40.1 FT) EAST FROM A FENCE LINE. THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED "LASALLE BASELINE 1400 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND. IT IS LOCATED 26.6 M (87.3 FT) SOUTH OF THE CENTERLINE OF WISHART ROAD, 9.2 M (30.2 FT) EAST OF A METAL WITNESS POST WITH NGS SIGN IN RIGHT-OF-WAY FENCELINE, 4.5 M (14.8 FT) WEST FROM THE WEST EDGE OF HIGHWAY 2 PAVEMENT, 0.7 M (2.3 FT) EAST OF A WITNESS POST WITH A YELLOW DELINEATOR, 0.6 M (2.0 FT) EAST FROM A WITNESS POST, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST. THE CENTER PLUMBING "X" HAS BEEN SLIGHTLY MUTILATED, BUT IS STILL VISIBLY IDENTIFYABLE. USE CARE WHEN PLUMBING. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE MONTANA DEPARTMENT OF TRANPORTATION, SURVEY DIVISION, 2710 PROSPECT AVENUE, HELENA, MT 59601, TELEPHONE 406-444-6020. ____________________________________________________________________________________________________________________________ 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451084 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LAUREL CBL MONTANA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16744 YELLOWSTONE COUNTY NEAREST TOWN: LAUREL LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) ZERO 1068.558 150 M 1066.835 149.9956 150.0055 .1 ZERO 1068.558 430 M 1063.644 430.0024 430.0305 .2 ZERO 1068.558 1400 M 1061.503 1399.9913 1400.0091 .2 150 M 1066.835 430 M 1063.644 280.0067 280.0249 .1 150 M 1066.835 1400 M 1061.503 1249.9955 1250.0069 .2 430 M 1063.644 1400 M 1061.503 969.9886 969.9910 .1 DESCRIPTION OF LAUREL BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED: 2003 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTH OF LAUREL, 21.7 KM (13.5 MI) WEST OF BILLINGS AND BETWEEN MILE MARKER NUMBER 6 AND MILE MARKER NUMBER 7 ON THE EAST SIDE OF F.A.S. 532. 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 SOUTH OF THE 150 METER POINT (NOT MEASURED THIS SURVEY). TO REACH THE 0 METER POINT FROM THE UNITED STATES POST OFFICE ON THE NORTH SIDE OF LAUREL, GO NORTH ON F.A.S. 532 FOR 9.33 KM (5.8 MI) TO THE 0 METER POINT AND MILE MARKER NUMBER 6 ON THE RIGHT, CONTINUE NORTH FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT, CONTINUE NORTH FOR .24 KM (.15 MI) TO THE 430 METER POINT ON THE RIGHT, CONTINUE NORTH FOR .24 KM (.15 MI) TO A FIELD ROAD ENTRANCE ON THE RIGHT, CONTINUE NORTH FOR .72 KM (.45 MI) TO THE 1400 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED ZERO SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. 83.6 M (274.4 FT) NORTH OF THE EAST END OF A 60 CM CONCRETE CULVERT UNDER THE HIGHWAY, 31.9 M (104.6 FT) NORTH-NORTHEAST OF HIGHWAY MILE MARKER 6, 12.0 M (39.4 FT) EAST OF THE CENTER OF THE HIGHWAY, 9.6 M (31.5 FT) WEST OF A METAL WITNESS POST AT THE R-0-W FENCE. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED 150 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 7 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 68.5 M (224.7 FT) SOUTH OF THE EAST END OF A 60 CM CONCRETE CULVERT UNDER THE HIGHWAY, 14.0 M (45.9 FT) EAST OF THE CENTER OF THE HIGHWAY, 4.5 M (14.8 FT) WEST OF A METAL WITNESS POST AT THE RIGHT OF WAY FENCE. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED 430 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 7 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 14.1 M (46.3 FT) EAST OF THE CENTER OF THE HIGHWAY, 4.6 M (15.1 FT) WEST OF A METAL WITNESS POST AT THE RIGHT OF WAY FENCE THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED 1400 M SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 50.0 M (164.0 FT) SOUTHEAST OF THE JUNCTION OF THE CENTERS OF THE HIGHWAY AND A GRAVEL ROAD LEADING WEST TO THE TOP OF A PLATEAU, 14.3 M (46.9 FT) EAST OF THE CENTER OF THE HIGHWAY, 4.7 M (15.4 FT) WEST OF A METAL WITNESS POST AT THE RIGHT OF WAY FENCE. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 45 44 55.9 W 108 48 08.8 150 N 45 45 00.1 W 108 48 07.3 430 N 45 45 09.6 W 108 48 04.6 1400 N 47 45 40.2 W 108 47 55.0 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORT FOR MORE INFORMATION PLEASE CONTACT: MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, P.O. BOX 201001, HELENA, MT 59620-1001; PHONE (406)444-6020 ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471092 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LEWISTOWN CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 FERGUS COUNTY NEAREST TOWN: LEWISTOWN LIST OF ADJUSTED DISTANCES (FEBRUARY 24, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1279.605 150 M 1277.995 149.9839 149.9925 .2 0 M 1279.605 430 M 1275.167 430.0017 430.0246 .3 0 M 1279.605 1400 M 1267.230 1399.9848 1400.0395 .4 150 M 1277.995 430 M 1275.167 280.0178 280.0321 .2 150 M 1277.995 1400 M 1267.230 1250.0009 1250.0473 .3 430 M 1275.167 1400 M 1267.230 969.9831 970.0156 .2 DESCRIPTION OF LEWISTOWN BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED: 2002 LATITUDE: 47 01 54.2 LONGITUDE: 109 28 01.6 AZIMUTH: 000 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 18.5 KM (11.5 MI) EAST-NORTHEAST OF MOORE AND 3.2 KM (2.0 MI) SOUTHWEST OF LEWISTOWN ALONG THE WEST EDGE OF AN OLD ABANDONED NORTH-SOUTH TAXIWAY ON THE LEWISTOWN AIRPORT IN AN AREA JUST NORTH OF THE POLICE FIRING RANGE. NOTE: PLEASE CONTACT AIRPORT MANAGER BEFORE USE AND TO OBTAIN ACCESS TO GATES (SEE BELOW FOR CONTACT INFORMATION). 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 POINT SET SOUTHWEST OF THE 0 METER POINT. THE 100-FOOT POINT WAS NOT REMEASURED. ALL OF THE MARKS ARE SET ON A LINE ABOUT THREE FEET WEST OF THE WEST EDGE OF THE ABANDON TAXIWAY. ALL METER POINTS HAVE TWO DEPARTMENT OF HIGHWAYS REFERENCE MARKS AND ORANGE PAINTED WITNESS POSTS. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 87 AND AIRPORT ROAD ON THE WEST SIDE OF LEWISTOWN, GO SOUTH AND WEST ON AIRPORT ROAD FOR 1.7 KM (1.05 MI) TO WHERE AIRPORT ROAD GOES RIGHT. CONTINUE WEST ON GRAVEL ROAD FOR ONE BLOCK TO A FIVE CORNER. TURN LEFT AND THEN RIGHT AND GO SOUTHWEST ON GRAVEL FIELD ROAD FOR 1.0 KM (0.65 MI) TO AN ABANDON TAXIWAY. TO REACH THE 1400 METER POINT TURN RIGHT AND GO NORTH PASSING THROUGH GATE FOR 0.4 KM (0.25 MI) AND THE 1400 METER POINT ON THE LEFT. TO REACH THE OTHER POINTS TURN LEFT AND GO SOUTH FOR 0.6 KM (0.35 MI) TO THE 430 METER POINT ON THE RIGHT, CONTINUE SOUTH FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE RIGHT, AND CONTINUE SOUTH FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) IN DIAMETER AND RECESSED 5 CM (2 IN) BELOW THE GROUND. IT IS LOCATED 19.81 M (65.0 FT) SOUTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 1, 19.81 M (65.0 FT) NORTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 2, 2.99 M (9.8 FT) WEST FROM THE WEST EDGE OF ABANDONED TAXIWAY, AND 2.74 M (9.0 FT) WEST FROM A METAL WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) IN DIAMETER AND RECESSED 5 CM (2 IN) BELOW THE GROUND. IT IS LOCATED 19.81 M (65.0 FT) SOUTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 1, 19.81 M (65.0 FT) NORTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 2, 2.93 M (9.6 FT) WEST FROM THE WEST EDGE OF ABANDONED TAXIWAY, AND 2.71 M (8.9 FT) WEST FROM A METAL WITNESS POST. 1THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) AND FLUSH WITH THE GROUND. IT IS LOCATED 19.81 M (65.0 FT) SOUTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 1, 19.81 M (65.0 FT) NORTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 2, 2.93 M (9.6 FT) WEST FROM THE WEST EDGE OF ABANDONED TAXIWAY, AND 2.71 M (8.9 FT) WEST FROM A METAL WITNESS POST. THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED "1400 M" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) IN DIAMETER AND RECESSED 5 CM (2 IN) BELOW THE GROUND. IT IS LOCATED 2.99 M (9.8 FT) WEST FROM THE WEST EDGE OF ABANDONED TAXIWAY, 2.71 M (8.9 FT) WEST FROM A METAL WITNESS POST, 19.81 M (65.0 FT) SOUTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 1, AND 19.81 M (65.0 FT) NORTHEAST FROM A DEPARTMENT OF HIGHWAYS RM 2. NOTE: CENTER PLUMBING "X" HAS BEEN DEEPLY CENTER PUNCHED. THE 1400 M POINT IS ALSO A HARN STATION (PID#SR1207). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THERE IS NOW A 10 FOOT TALL PERIMETER FENCE (LARGE SQUARE HOG WIRE) SURROUNDING THE AIRPORT. THIS FENCE CUTS THE TRUE LINE OF SIGHT AT ABOUT HALF WAY BETWEEN THE 430 M AND 1400 M POINTS. THERE IS A LARGE ACCESS GATE WHERE THE FENCE CROSSES THE ABANDONED TAXIWAY. DUE TO THIS FENCE, THE BASE LINE IS NOT SUITABLE FOR CALIBRATING MICROWAVE TYPE ELECTRONIC DISTANCE MEASURING INSTRUMENTS. AIRPORT OWNERSHIP--FERGUS COUNTY AND CITY OF LEWISTOWN, MANAGED BY THE LEWISTOWN AIRPORT BOARD, AIRPORT MANAGER, MR. JERRY MOLINE, BOX 343, LEWISTOWN, MT 59457, TELEPHONE 406-538-3264. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, HELENA, MT 59601, TELEPHONE 406-444-6020. ____________________________________________________________________________________________________________________________ 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481153 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LIBBY CBL MONTANA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16744 LINCOLN COUNTY NEAREST TOWN: LIBBY LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 760.320 211 M 760.783 210.9243 210.9248 .1 0 M 760.320 430 M 762.410 429.9719 429.9770 .2 0 M 760.320 1400 M 771.150 1399.9794 1400.0213 .3 211 M 760.783 430 M 762.410 219.0476 219.0536 .1 211 M 760.783 1400 M 771.150 1189.0550 1189.1001 .2 430 M 762.410 1400 M 771.150 970.0073 970.0467 .1 DESCRIPTION OF LIBBY CBL YEAR MEASURED: 1985 YEAR REMEASURED:2003 AZIMUTH: 20 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 4.8 K (3.0 MI) NORTH OF LIBBY AND ALONG THE EASTERN EDGE OF PIPE CREEK ROAD (FOREST ROAD 68). TWO TAPE CALIBRATION MONUMENTS ARE SET 100 & 200 FEET FROM THE 150 M POINT. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND MONTANA STATE HIGHWAY 37 IN LIBBY, GO NORTH ON STATE HIGHWAY 37 TOWARD LIBBY DAM FOR 1.85 K (1.15 MI) TO PIPE CREEK ROAD ON THE LEFT. TURN LEFT AND GO NORTHERLY ON PIPE CREEK ROAD TOWARD YAAK VALLEY FOR 5.8 K (3.6 MI) TO THE 0 METER POINT ON THE RIGHT NEAR THE SOUTH END OF A LONG STRAIGHT STRETCH ON THE HIGHWAY. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT IS MADE UP OF THE 0, 211, 430, AND 1400 METER POINTS WITH POINTS FOR THE CALIBRATION OF 100 AND 200 FOOT TAPES SET NORTH OF THE 150 METER POINT. ALL OF THE MARKS ARE SET IN A STRAIGHT LINE IN THE DITCH ON THE EAST SIDE OF PIPE CREEK ROAD. THE 0 METER POINT IS A STANDARD NGS CBL DISK STAMPED 0 M SET IN THE TOP OF A 15 CM (6 IN) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 24.7 M (81.0 FT) NORTHEAST OF AND ACROSS THE HIGHWAY FROM A HIGHWAY CURVE SIGN; 15.0 M (49.2 FT) SOUTH OF THE JUNCTION OF THE CENTERS OF THE HIGHWAY AND AN ABANDONED FOREST ENTRANCE TRACK ROAD LEADING SOUTHWEST; 6.8 M (22.3 FT) EAST OF THE CENTER OF THE HIGHWAY; 0.8 M (2.6 FT) WEST OF A METAL WITNESS POST. THE 211 METER POINT IS A STANDARD NGS CBL DISK STAMPED 211 M SET IN THE TOP OF A 15 CM (6 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.7 M (25.3 FT) EAST OF THE CENTER OF THE HIGHWAY; 0.7 M (2.3 FT) WEST OF A METAL WITNESS POST. THE SURVEY POINT IS THE DIMPLE SLIGHTLY OFFSET FROM THE CENTER OF THE DISK INSIDE OF A SCRIBED TRIANGLE AND IS ALSO THE 200 FT TAPE CALIBRATION STATION THE 430 METER POINT IS A STANDARD NGS CBL DISK STAMPED 430 M SET IN THE TOP OF A 15 CM (6 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 40.7 M (133.5 FT) SOUTH OF THE CENTER OF A DIM TRACK ENTRANCE INTO THE FOREST ON THE WEST SIDE OF THE HIGHWAY LEADING WEST; 8.3 M (27.2 FT) EAST OF THE CENTER OF THE HIGHWAY; 0.7 M (2.3 FT) WEST OF A METAL WETNESS POST. 1THE 1400 METER POINT IS A STANDARD NGS CBL DISK STAMPED 1400 M SET IN THE TOP OF A 15 CM (6 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 55.O M (180 FT) NORTH OF THE CENTER OF FOREST ROAD 4753 LEADING EAST; 37.4 M (122.7 FT) SOUTH OF THE CENTER OF A TRACK ROAD ON THE WEST SIDE OF OF THE HIGHWAY LEADING NORTHWEST; 7.2 M (23.6 FT) EAST OF THE CENTER OF THE HIGHWAY; 0.8 M (2.6 FT) WEST OF A METAL WITNESS POST. THE 100 FOOT TAPE CALIBRATION STATION IS DAMAGED AND LOOSE IN THE GROUND AND WAS NOT REMEASURED THIS SURVEY. THE 150 METER CALIBRATION STATION IS BADLY SCARRED WITH THE TOP OF THE CONCRETE POST CHIPPED AWAY FROM THE DISK AND WAS NOT REMEASURED THIS SURVEY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 48 26 32.2 W 115 33 26.3 211 N 48 26 38.5 W 115 33 22.1 430 N 48 26 45.0 W 115 33 17.9 1400 N 48 27 13.7 W 115 32 58.5 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. BASE LINE PROPERTY OWNERSHIP IS U.S.D.A. FOREST SERVICE, KOOTENAI NATIONAL FOREST, RT 3, BOX 700, LIBBY, MONTANA 59923. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. DEPARTMENT OF AGRICULTURE. FOR FURTHER INFORMATION CONTACT FOREST LAND SURVEYOR, KOOTENAI NATIONAL FOREST, ROUTE 3 BOX 700, LIBBY, MT 59923, TELEPHONE 406-293-6211. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, P.O. BOX 201001, HELENA, MT 59620-1001, PHONE (406)444-6020 ____________________________________________________________________________________________________________________________ 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471052 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LINDSAY CBL MONTANA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 16744 DAWSON COUNTY NEAREST TOWN: LINDSAY LIST OF ADJUSTED DISTANCES ( 3/17/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 788.353 150 M 786.925 150.0062 150.0130 .1 0 M 788.353 430 M 785.581 430.0096 430.0186 .2 0 M 788.353 1100 M 783.737 1099.9988 1100.0085 .2 150 M 786.925 430 M 785.581 280.0034 280.0066 .1 150 M 786.925 1100 M 783.737 949.9925 949.9978 .2 430 M 785.581 1100 M 783.737 669.9891 669.9916 .1 DESCRIPTION OF LINDSAY BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED:2003 AZIMUTH: 115 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 43.8 KM (27.2 MI) EAST-SOUTHEAST OF CIRCLE ALONG THE NORTHEAST SIDE OF STATE HIGHWAY 200S 32.2 KM (20.0 MI) WEST-NORTHWEST OF GLENDIVE AND 6.8 KM (4.2 MI) EAST-SOUTHEAST OF LINDSAY. THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE O-METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1100 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTHEAST OF THE 0 M POINT TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 200S AND SECONDARY HIGHWAY 470 ON THE SOUTHEAST EDGE OF LINDSAY, GO SOUTHEAST ON STATE HIGHWAY 200S FOR 3.8 KM (2.35 MI) TO THE CROSSING OF THE NORTH FORK OF SEVEN MILE CREEK AND HIGHWAY MILE POST 307, CONTINUE SOUTHEAST ON HIGHWAY 200S FOR 2.8 KM (1.75MI) TO THE 0 M POINT ON THE LEFT AT THE BEGINNING OF A SHORT STRAIGHT STRETCH IN THE HIGHWAY. THE 0 METER POINT IS A NGS CBL DISK STAMPED 0 M SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.6 M (100.4 FT) NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER NUMBER 1590 IN FENCE LINE; 20.9 M (68.6 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY; 3.7 M (12.1 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE; 0.25 M (0.8 FT) SOUTHWEST OF A SHORT METAL WITNESS POST. THE 150 METER POINT IS A NGS CBL DISK STAMPED 150 M SET IN THE TOP OS A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST RECESSED 15 CM (6 IN) BELOW THE SURFACE OF THE GROUND. IT IS 17.0 M (55.8 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY; 8.2 M (26.9 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE; 0.4 M (1.3 FT) SOUTHWEST OF A SHORT METAL WITNESS POST. NOTE: THE TOP OF THE DISK IS BADLY SCARED BUT CENTER CROSS IS STILL PLAINLY VISIBLE. THE 430 METER POINT IS A NGS CBL DISK STAMPED 430 M SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST PROJECTING 7 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 59.0 M (193.5 FT) EAST OF AND ACROSS THE HIGHWAY FROM HIGHWAY MILE POST 309; 17.9 M (58.7 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY; 7.0 M (23.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE; 0.5 M (1.6 FT) SOUTHWEST OF A SHORT METAL WITNESS POST. THE 1100 METER POINT IS A NGS CBL DISK STAMPED 1100 M SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 21.4 M (70.2 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY; 3.6 M (11.8 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AT THE RIGHT OF WAY FENCE; 0.3 M (1.0 FT) SOUTHWEST OF A SHORT METAL WITNESS POST. 1THE 100 FOOT TAPE CALIBRATION STATION IS A NGS CBL STAMPED 100 FT SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. (NOT MEASURED THIS SURVEY) USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POSITIONS OF CBL POINTS FOR LOCATION BY HANDHELD GPS. THESE ARE LOW ACCURACY POSITIONS ESTABLISHED FOR FINDING THE POINTS ONLY. MARK LATITUDE LONGITUDE 0 N 47 11 34.4 W 105 04 26.1 150 N 47 11 31.7 W 105 04 20.2 430 N 47 11 26.4 W 105 04 09.2 1100 N 47 11 14.2 W 105 03 43.3 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. THIS CALIBRATION BASE LINE WAS REMEASURED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION FOR MORE INFORMATION PLEASE CONTACT MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, P.O. BOX 201001, HELENA, MT 59620-1001, PHONE (406)444-6020 ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461061 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MILES CITY CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 CUSTER COUNTY NEAREST TOWN: MILES CITY LIST OF ADJUSTED DISTANCES (FEBRUARY 24, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1981 801.772 150 1981 801.967 150.0023 150.0024 .2 0 1981 801.772 430 1981 803.160 430.0020 430.0042 .3 0 1981 801.772 1400 1981 808.218 1399.9908 1400.0056 .4 150 1981 801.967 430 1981 803.160 279.9997 280.0023 .2 150 1981 801.967 1400 1981 808.218 1249.9885 1250.0041 .3 430 1981 803.160 1400 1981 808.218 969.9888 970.0019 .2 DESCRIPTION OF MILES CITY BASE LINE YEAR MEASURED: 1981 YEAR REMEASURED: 2002 LATITUDE: 46 33 47.4 LONGITUDE: 106 03 27.8 AZIMUTH: 315 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 24.3 KM (15.1 MI) NORTHWEST OF MILES CITY, 22.5 KM (14.0 MI) SOUTHEAST OF ANGELA AND BETWEEN MILE MARKER NUMBER 15 AND NUMBER 16 ALONG THE NORTHEAST SIDE OF STATE HIGHWAY 22. THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTHWEST OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE BETWEEN THE NORTHEAST EDGE OF STATE HIGHWAY 22 AND THE BARBED WIRE FENCE. THE BASE LINE RUNS FROM APPROXIMATELY MILE MARKER NUMBER 15 TO MILE MARKER NUMBER 16 ALONG THE NORTHEAST SIDE OF STATE HIGHWAY 22. TO REACH THE 0 METER POINT FROM THE UNITED STATES POST OFFICE ON THE NORTHWEST SIDE OF MILES CITY, GO NORTHWEST ON STATE HIGHWAY 22 FOR 24.3 KM (15.1 MI) TO THE 0 METER POINT ON THE RIGHT, CONTINUE NORTHWEST FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT, CONTINUE NORTHWEST FOR 0.32 KM (0.2 MI) TO THE 430 METER POINT ON THE RIGHT, CONTINUE NORTHWEST FOR 0.96 KM (0.6 MI) TO THE 1400 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 1981" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER AND PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS LOCATED 19.60 M (64.3 FT) NORTHEAST FROM THE CENTER OF PAVED ROAD, 5.06 M (16.6 FT) SOUTHWEST FROM THE BARBED WIRE FENCE, AND 0.82 M (2.7 FT) NORTHEAST FROM A METAL WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 1981" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER AND PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS LOCATED 19.45 M (63.8 FT) NORTHEAST FROM THE CENTER OF PAVED ROAD, 4.91 M (16.1 FT) SOUTHWEST FROM THE BARBED WIRE FENCE, AND 1.10 M (3.6 FT) NORTH FROM A METAL WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 1981" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS LOCATED 19.45 M (63.8 FT) NORTHEAST FROM THE CENTER OF PAVED ROAD, 5.06 M (16.6 FT) SOUTHWEST FROM THE BARBED WIRE FENCE, AND 1.04 M (3.4 FT) NORTH FROM A METAL WITNESS POST. THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED "1400 1981" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS LOCATED 19.81 M (65.0 FT) NORTHEAST FROM THE CENTER OF PAVED ROAD, 5.03 M (16.5 FT) SOUTHWEST FROM THE BARBED WIRE FENCE, AND 0.79 M (2.6 FT) NORTH FROM A METAL WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE 100-FOOT TAPE CALIBRATION STATION WAS NOT RE-MEASURED IN 2002. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT THE MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, HELENA, MT 59601, TELEPHONE 406-444-6020. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461141 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MISSOULA CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 MISSOULA COUNTY NEAREST TOWN: MISSOULA LIST OF ADJUSTED DISTANCES (MARCH 12, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 00M 1999 978.679 150M 1999 977.193 150.0002 150.0076 .1 00M 1999 978.679 430M 1999 976.867 429.9980 430.0018 .2 00M 1999 978.679 1400M 1999 977.341 1400.0022 1400.0029 .3 150M 1999 977.193 430M 1999 976.867 279.9977 279.9979 .1 150M 1999 977.193 1400M 1999 977.341 1250.0019 1250.0019 .2 430M 1999 976.867 1400M 1999 977.341 970.0041 970.0042 .2 DESCRIPTION OF MISSOULA BASE LINE YEAR MEASURED: 2002 LATITUDE: 46 55 44.4 LONGITUDE: 114 05 42.8 AZIMUTH: 125 CHIEF OF PARTY: DDB NOTE: THIS BASE LINE REPLACES THE OLD MISSOULA BASE LINE (ESTABLISHED 1985) WHICH HAD TO BE ABANDONED DUE TO DESTROYED AND DAMAGED MONUMENTS. THIS NEW MISSOULA BASE LINE IS IN A NEW LOCATION APPROXIMATELY PARALLEL AND APPROXIMATELY 30 FEET NORTHEASTERLY OF THE OLD MISSOULA BASE LINE. THE 200 AND 300 FOOT TAPE CALIBRATION MONUMENTS AND THE 150 AND 430 METER STATIONS STILL EXIST IN THIS OLD LINE. USER'S SHOULD TAKE CARE AND NOT USE THESE OLD MONUMENTS FOR CALIBRATION PURPOSES. THE BASE LINE IS LOCATED ON THE NORTHWEST SIDE OF MISSOULA, ACROSS FROM THE MISSOULA INTERNATIONAL AIRPORT, FOREST SERVICE SMOKE JUMPER CENTER, NOAA WEATHER STATION, AND MISSOULA TECHNOLOGY DEVELOPMENT CENTER ALONG THE NORTH SIDE OF U.S. HIGHWAY 93/10W /WEST BROADWAY BETWEEN THE HIGHWAY AND THE MONTANA RAIL LINK RAILROAD. THE BASE LINE END POINTS LIE BETWEEN MOMONT ROAD (ABANDONED) AT THE SOUTHEAST END AND BUTLER CREEK ROAD AT THE NORTHWEST END. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100 FT TAPE CALIBRATION SET SOUTHEAST OF THE 0 METER POINT AND IN LINE WITH THE OTHER POINTS. ALL HAVE A METAL WITNESS POST AND SIGN NEARBY. TO REACH THE 0 METER POINT FROM THE ENTRANCE TO THE MISSOULA INTERNATIONAL AIRPORT, GO NORTHWESTERLY ON US HIGHWAY 93/US HIGHWAY 10 W/WEST BROADWAY FOR 1.45 KM (0.9 MI) TO THE INTERSECTION OF BUTLER CREEK ROAD AND 0-METER POINT ON THE RIGHT PROTECTED BY CONCRETE BARRIERS AND ABOUT 100 FEET SOUTHEAST OF BUTLER CREEK ROAD. THE 0-METER POINT IS A STANDARD NGS DISK, STAMPED "00M 1999", SET IN THE TOP OF 46 CM (18 IN) DIAMETER, 3.0 M (10 FT) DEEP, ROUND CONCRETE MONUMENT PROJECTING 30 CM (1 FT) ABOVE THE SURFACE OF THE GROUND AND SURROUNDED WITH A 6 M (20 FT) DIAMETER GRAVEL MOUND TAPERING FROM GROUND SURFACE TO TOP OF CONCRETE MONUMENT. IT IS: 31.4 M (103 FT) SOUTHEAST OF THE CENTER OF BUTLER CREEK ROAD, 22.9 M (75 FT) NORTHEAST OF THE CENTER OF US HIGHWAY 93/US HIGHWAY 10 W/WEST BROADWAY, 27.4 M (90 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHERNMOST RAILROAD TRACKS, 0.9 M (3 FT) BELOW THE RAILROAD BED AND 0.6 M (2 FT) BELOW THE HIGHWAY SURFACE, AND 3.1 M (10 FT) SOUTHEAST OF TWO CONCRETE JERSEY RAILS WITH A METAL WITNESS POST AND SIGN AT THE JUNCTION OF THE TWO. THE 150-METER POINT IS A STANDARD NGS DISK, STAMPED "150M 1999", SET IN THE TOP OF 46 CM (18 IN) DIAMETER, 3.0 M (10 FT) DEEP, ROUND CONCRETE MONUMENT PROJECTING 30 CM (1 FT) ABOVE THE SURFACE OF THE GROUND AND SURROUNDED WITH A 6 M (20 FT) DIAMETER GRAVEL MOUND TAPERING FROM GROUND SURFACE TO TOP OF CONCRETE MONUMENT. IT IS: 35.4 M (116 FT) SOUTHWEST OF THE RAILROAD TRACKS. 1THE 430-METER POINT IS A STANDARD NGS DISK, STAMPED "430M 1999", SET IN THE TOP OF 46 CM (18 IN) DIAMETER, 3.0 M (10 FT) DEEP, ROUND CONCRETE MONUMENT PROJECTING 30 CM (1 FT) ABOVE THE SURFACE OF THE GROUND AND SURROUNDED WITH A 6 M (20 FT) DIAMETER GRAVEL MOUND TAPERING FROM GROUND SURFACE TO TOP OF CONCRETE MONUMENT. IT IS: 34.1 M (112 FT) SOUTHWEST THE RAILROAD TRACKS. THE 1400-METER POINT IS A STANDARD NGS DISK, STAMPED "1400M 1999", SET IN THE TOP OF 46 CM (18 IN) DIAMETER, 3.0 M (10 FT) DEEP, ROUND CONCRETE MONUMENT PROJECTING 30 CM (1 FT) ABOVE THE SURFACE OF THE GROUND AND SURROUNDED WITH A 6 M (20 FT) DIAMETER GRAVEL MOUND TAPERING FROM GROUND SURFACE TO TOP OF CONCRETE MONUMENT. IT IS: 31.1 M (102 FT) NORTHEAST OF THE CENTER OF US HIGHWAY 93/US HIGHWAY 10 W/WEST BROADWAY, 28.3 M (93 FT) SOUTHWEST OF THE SOUTHERN MOST RAILROAD TRACKS, 16.8 M (55 FT) NORTHWEST OF THE CENTER OF THE ABANDONED MOMONT ROAD (WHICH IS NOW A GRAVEL RAILROAD ACCESS ROAD) AND 0.9 M (3 FT) BELOW THE RAILROAD BED AND 0.3 M (1 FT) ABOVE THE HIGHWAY SURFACE. THE 100 FT TAPING POINT IS A STANDARD NGS DISK, STAMPED "100FT 1999", SET IN THE TOP OF 46 CM (18 IN) DIAMETER, 3.0 M (10 FT) DEEP, ROUND CONCRETE MONUMENT PROJECTING 30 CM (1 FT) ABOVE THE SURFACE OF THE GROUND AND SURROUNDED WITH A 6 M (20 FT) DIAMETER GRAVEL MOUND TAPERING FROM GROUND SURFACE TO TOP OF CONCRETE MONUMENT. IT IS: 30.48 M (100 FT) SOUTHEAST OF THE 0-METER POINT. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. PROPERTY OWNERSHIP IS MONTANA RAIL LINK, INC. ACCESS IS BY AGREEMENT (INDEFINITE TERM SUBLEASE NO. 500,947-04DESMET, MONTANA) BETWEEN MONTANA RAIL LINK AND MISSOULA COUNTY, AND IS EXTENDED TO THOSE WITH LEGITIMATE NEED. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF TRANSPORTATION AND MISSOULA COUNTY. FOR FURTHER INFORMATION CONTACT THE MISSOULA COUNTY DEPARTMENT OF PUBLIC WORKS, SURVEYOR'S OFFICE, 200 W BROADWAY, MISSOULA, MONTANA 59802. CONTACT: STEVE NIDAY 406-523-2878 sniday@co.missoula.mt.us ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481062 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NASHUA CBL MONTANA SILVER SPRING MD 20910 - MARCH 17, 2003 PROJECT ACCESSION NUMBER: 16744 VALLEY COUNTY NEAREST TOWN: NASHUA LIST OF ADJUSTED DISTANCES (MARCH 5, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) CBL 0 M 2001 727.245 CBL 150 M 2001 726.173 149.9929 149.9968 .1 CBL 0 M 2001 727.245 CBL 430 M 2001 725.597 429.9833 429.9865 .2 CBL 0 M 2001 727.245 CBL 1400 M 2001 730.000 1399.9743 1399.9771 .3 CBL 150 M 2001 726.173 CBL 430 M 2001 725.597 279.9904 279.9910 .1 CBL 150 M 2001 726.173 CBL 1400 M 2001 730.000 1249.9812 1249.9871 .2 CBL 430 M 2001 725.597 CBL 1400 M 2001 730.000 969.9907 970.0007 .2 DESCRIPTION OF NASHUA BASE LINE YEAR MEASURED: 2002 LATITUDE: 48 11 44.0 LONGITUDE: 106 19 05.6 AZIMUTH: 000 CHIEF OF PARTY: CLS NOTE: THIS BASE LINE REPLACES THE OLD NASHUA BASE LINE (ESTABLISHED 1981) WHICH HAD TO BE ABANDONED DUE TO DESTROYED AND DAMAGED MONUMENTS. THIS NEW NASHUA BASE LINE IS IN AN ENTIRELY NEW LOCATION. THIS BASE LINE IS LOCATED 56.3 KM (35.0 MI) WEST-NORTHWEST OF WOLF POINT, 24.1 KM (15.0 MI) EAST OF GLASGOW, 8.0 KM (5.0 MI) NORTH OF NASHUA ON THE FORT PECK INDIAN RESERVATION IN THE HIGHWAY RIGHT-OF-WAY ALONG THE WEST SIDE OF HIGHWAY 438. THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT CONSISTS OF 0, 150, 430, AND 1400 METER POINTS. THERE ARE NO TAPE CALIBRATION POINTS AT THIS BASE LINE. TO REACH THE BASELINE FROM THE JUNCTION OF U.S.HIGHWAY 2 AND STATE HIGHWAY 117, LOCATED ON THE NORTH SIDE OF NASHUA, GO EAST ON HIGHWAY 2 FOR 2.65 KM (1.65 MI) TO THE JUNCTION OF HIGHWAY 438 ON THE LEFT. TURN LEFT AND GO NORTH ON HIGHWAY 438 FOR 7.16 KM (4.45 MI) TO THE TOP OF A LOW RISE AND THE 0-METER POINT ON THE LEFT. CONTINUE NORTH ON HIGHWAY 438 O.15 KM (0.1 MI) TO THE 150-METER POINT ON THE LEFT. CONTINUE NORTH ON HIGHWAY 438 FOR 0.28 KM (0.17 MI) TO THE 430-METER POINT ON THE LEFT. CONTINUE NORTH ON HIGHWAY 438 FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF LAUMEYER ROAD ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 438 FOR ANOTHER 0.48 KM (0.3 MI) TO THE 1400-METER POINT ON THE LEFT. THE 0-METER POINT IS A NGS CALIBRATION BASE LINE DISK STAMPED "CBL 0 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 49.9 M (163.7 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM A POWER POLE AT THE TOP OF A LOW RISE, 11.3 M (37.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 M) EAST OF A RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST, 0.9 M (2.9 FT) EAST OF A FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT) BELOW THE CENTER OF THE HIGHWAY. THE 150-METER POINT IS A NGS CALIBRATION BASE LINE DISK STAMPED "CBL 150 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 14.4 M (47.2 FT) SOUTH-SOUTHEAST OF A WOODEN POST AT THE SOUTH END OF A FIELD ACCESS GATE IN THE RIGHT-OF-WAY FENCE, 11.4 M (37.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.0 M (3.3 FT) BELOW, 11.0 M (36.0 FT) SOUTH OF THE SOUTH END OF A 30 CM METAL PIPE CULVERT UNDER FIELD ACCESS, 7.0 M (23.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, 0.9 M (2.9 FT) EAST OF A FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS POST. 1THE 430-METER POINT IS A NGS CALIBRATION BASE LINE DISK STAMPED "CBL 430 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 13.4 M (44.0 FT) SOUTH-SOUTHEAST OF THE EAST END OF A LARGE GRANITE BOULDER ON THE EAST EDGE OF A CULTIVATED FIELD, 11.8 M (38.7 FT) WEST OF THE CENTERELINE OF THE HIGHWAY, 6.7 M (22.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST, 0.9 M (2.9 FT) EAST OF A FIBERGLASS WITNESS POST, AND 1.5 M (5.0 FT) BELOW THE HIGHWAY CENTERLINE. THE 1400-METER POINT IS A NGS CALIBRATION BASE LINE DISK STAMPED "CBL 1400 M 2001" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER ROUND CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 12.6 M (41.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, 0.9 M (2.9 FT) WEST OF A FIBERGLASS WITNESS POST, 0.9 M (2.9 FT) EAST A FIBERGLASS WITNESS POST AND 1.5 M (5.0 FT) BELOW THE HIGHWAY CENTERLINE. 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 MONTANA DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE MONTANA DEPARTMENT OF TRANSPORTATION, SURVEY DIVISION, 2701 PROSPECT AVENUE, HELENA, MT 59601, TELEPHONE 406-444-6020.