STATE OF MONTANA CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BELGRADE MONTANA GALLATIN N451111 BELGRADE (2003 REMEASURED) MONTANA GALLATIN N451111 BUTTE MONTANA JEFFERSON N461123 BUTTE CBL (2002 REMEASURED) MONTANA JEFFERSON N461122 GREAT FALLS MONTANA CASCADE N471114 GREAT FALLS (2003 REMEASURED) MONTANA CASCADE N471114 HAVRE MONTANA HILL N481094 HAVRE CBL (2002 REMEASURED) MONTANA HILL N481094 HELENA MONTANA BROADWATER N461114 HELENA (1996 REMEASURED) MONTANA BROADWATER N461114 HELENA CBL (2002 NEW) MONTANA LEWIS AND CLARK N461114 LASALLE MONTANA FLATHEAD N481142 LASALLE CBL (2002 REMEASURED) MONTANA FLATHEAD N481142 LAUREL MONTANA YELLOWSTONE N451084 LAUREL (2003 REMEASURED) MONTANA YELLOWSTONE N451084 LEWISTOWN MONTANA FERGUS N471092 LEWISTOWN CBL (2002 REMEASURED) MONTANA FERGUS N471092 LIBBY MONTANA LINCOLN N481151 LIBBY (2003 REMEASURED) MONTANA LINCOLN N481151 LINDSAY MONTANA DAWSON N471052 LINDSAY (2003 REMEASURED) MONTANA DAWSON N471052 MILES CITY MONTANA CUSTER N461061 MILES CITY CBL (2002 REMEASURED) MONTANA CUSTER N461061 MISSOULA MONTANA MISSOULA N461141 MISSOULA CBL (2002 NEW) MONTANA MISSOULA N461141 NASHUA MONTANA VALLEY N481062 NASHUA CBL (2002 NEW) MONTANA VALLEY N481062 ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451111 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BELGRADE MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 GALLATIN COUNTY LIST OF ADJUSTED DISTANCES (JULY 17,1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1310.643 150 1309.262 149.9909 149.9973 0.1 0 1310.643 430 1308.096 429.9858 429.9934 0.4 0 1310.643 1209 1308.281 1209.9951 1209.9974 0.5 150 1309.262 430 1308.096 279.9949 279.9973 0.3 150 1309.262 1209 1308.281 1060.0040 1060.0045 0.5 430 1308.096 1209 1308.281 780.0091 780.0091 0.3 DESCRIPTION OF BELGRADE BASE LINE YEAR MEASURED: 1985 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 10.5 K (6.5 MI) NORTH OF BELGRADE AND ALONG THE NORTHERN EDGE OF MONTANA STATE HIGHWAY 290. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 10 AND MONTANA STATE HIGHWAY 290 IN BELGRADE GO NORTH ON STATE HIGHWAY 290 TOWARD DRY CREEK FOR 11.1 K (6.9 MI) TO THE 0 METER POINT ON THE RIGHT JUST PASS A FIELD ROAD ENTRANCE. 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 1209 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE IN THE DITCH ON THE NORTHERN SIDE OF THE HIGHWAY. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 53 CM (21 IN) IN DIAMETER ON SIDE FLUSH WITH THE GROUND LOCATED 12.70 M (41.7 FT) SW FROM BARBED WIRE FENCE, 12.40 M (40.7 FT) SW FROM WITNESS POST, 8.75 M (28.7 FT) NE FROM CENTERLINE OF HIGHWAY 290, AND 8.50 M (27.9 FT) NW FROM CENTER OF FIELD ROAD. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS NOT STAMPED AT THIS TIME AND SET IN THE TOP OF ROUND CONCRETE MONUMENTS ABOUT 24 INCHES IN DIAMETER, FLUSH WITH THE SURFACE AND FROM 2 TO 3 FEET LOWER THAN THE HIGHWAY. BASE LINE PROPERTY OWNERSHIP IS STATE OF MONTANA, MONTANA DEPARTMENT OF HIGHWAYS, 2701 PROSPECT AVENUE, HELENA, MONTANA 59620. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE AND THE MONTANA STATE HIGHWAY DEPARTMENT. FOR FURTHER INFORMATION CONTACT RICK GUSTINE, SURVCO, P.O. BOX 3727, BOZEMAN, MT 59715, TELEPHONE 406-587-5407. ____________________________________________________________________________________________________________________________ 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 _______________________________________________________________________________________________________________________________________ 1DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461123 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BUTTE MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 JEFFERSON COUNTY LIST OF ADJUSTED DISTANCES (NOVEMBER 16, 1981) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1908.875 150 1908.856 150.0220 150.0220 .3 0 1908.875 420 1908.220 420.0252 420.0257 .5 0 1908.875 1006 1908.933 1006.1002 1006.1002 .7 150 1908.856 420 1908.220 270.0031 270.0039 .4 150 1908.856 1006 1908.933 856.0782 856.0782 .6 420 1908.220 1006 1908.933 586.0750 586.0754 .4 DESCRIPTION OF BUTTE BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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. 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 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 4 CM (2 IN) ABOVE THE GROUND LOCATED 13.38 M (43.9 FT) W FROM A BARBED WIRE FENCE AND 6.03 M (19.8 FT) E FROM CENTER OF PAVED FRONTAGE ROAD. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 8 CM (3 IN) ABOVE THE GROUND LOCATED 13.41 M (44.0 FT) W FROM A BARBED WIRE FENCE AND 6.18 M (20.3 FT) E FROM CENTER OF PAVED FRONTAGE ROAD. THE 420 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 8 CM (3 IN) ABOVE THE GROUND LOCATED 13.41 (44.0 FT) W FROM A BARBED WIRE FENCE AND 6.09 M (20.0 FT) E FROM CENTER OF PAVED FRONTAGE ROAD. THE 1006 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13 IN) IN DIAMETER PROJECTING 2 CM (1 IN) ABOVE THE GROUND LOCATED 13.44 M (44.1 FT) W FROM A BARBED WIRE FENCE AND 5.79 M (19.0 FT) E FROM CENTER OF PAVED FRONTAGE ROAD. THE BASE LINE MARKS HAVE NOT BEEN STAMPED AT THIS TIME. MONTANA DEPARTMENT OF HIGHWAYS WITNESS POSTS ARE SET IN THE RIGHT-OF-WAY FENCE EAST OF THE MONUMENTS. 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. 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. ____________________________________________________________________________________________________________________________ 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. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471114 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GREAT FALLS MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 CASCADE COUNTY LIST OF ADJUSTED DISTANCES (FEBRUARY 23, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1063.779 150 1063.087 149.9940 149.9956 .3 0 1063.779 430 1062.209 429.9822 429.9850 .5 0 1063.779 1400 1077.666 1400.0184 1400.0872 .7 150 1063.087 430 1062.209 279.9882 279.9896 .4 150 1063.087 1400 1077.666 1250.0241 1250.1092 .6 430 1062.209 1400 1077.666 970.0355 970.1587 .4 DESCRIPTION OF GREAT FALLS BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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. 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 ABOUT 12 MILES NORTHWEST OF GREAT FALLS, GO WESTERLY FROM THE TOP OF OVERPASS ON UNITED STATES HIGHWAY 89 AND MONTANA STATE HIGHWAY 200 FOR 0.32 KM (0.2 MI ) TO THE FRONTAGE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ON THE FRONTAGE ROAD FOR 5.8 KM (3.65 MI) TO THE 0 METER POINT ON THE RIGHT. CONTINUE NORTHERLY ON FRONTAGE ROAD FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT, CONTINUE NORTHERLY ON FRONTAGE ROAD FOR 0.24 KM (0.15 MI) TO THE 430 METER POINT ON THE RIGHT, CONTINUE NORTHERLY ON FRONTAGE ROAD FOR 1.0 KM (0.65 MI) TO THE 1400 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE GROUND LOCATED 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. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE GROUND LOCATED 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. THE 430 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 7.6 CM (3 IN) ABOVE THE GROUND LOCATED 10.21 M (33.5 FT) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 7.41 M (24.3 FT) SW FROM THE INTERSTATE RIGHT OF WAY FENCE. THE 1400 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 10.27 M (33.7 FT) NE FROM THE CENTER OF THE FRONTAGE ROAD AND 7.47 M (24.5 FT) SW FROM THE INTERSTATE RIGHT OF WAY FENCE. THE MARKS ARE NOT STAMPED AT THIS TIME. 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. THE LINE IS ABOUT 5.63 KM (3.5 MI) NORTHWEST OF INTERSTATE EXIT 290 ALONG THE NORTHEAST SIDE OF THE FRONTAGE ROAD. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION CONTACT MR. RICHARD FREEMAN, SUPERVISOR DIVISION CONSTRUCTION, MONTANA HIGHWAY DEPARTMENT, 104 18TH AVENUE NE, P.O. BOX 1359, GREAT FALLS, MONTANA 59403, TELEPHONE 406-453-0422. ____________________________________________________________________________________________________________________________ 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 MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 HILL COUNTY LIST OF ADJUSTED DISTANCES (FEBRUARY 23, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 788.476 150 787.486 149.9990 150.0023 .2 0 788.476 430 786.679 429.9977 430.0015 .4 0 788.476 1230 785.489 1230.0036 1230.0072 .6 150 787.486 430 786.679 279.9987 279.9999 .3 150 787.486 1230 785.489 1080.0045 1080.0063 .5 430 786.679 1230 785.489 800.0057 800.0066 .3 DESCRIPTION OF HAVRE BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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. 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 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 8.87 M (29.1 FT) E FROM THE EDGE OF FIELD, 5.33 M (17.5 FT) W FROM THE CENTER OF TRACK ROAD, AND 0.76 M (2.5 FT) E FROM A METAL WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 49.22 M (161.5 FT) NW FROM AN 8-INCH ORANGE PIPE SET AT EDGE OF TRACK ROAD, 17.46 M (57.3 FT) W FROM THE CENTER OF TRACK ROAD, 10.15 M (33.3 FT) E FROM THE EDGE OF FIELD, AND 0.94 M (3.1 FT) E FROM A METAL WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 25.88 M (84.9 FT) E FROM THE BARBED WIRE FENCE, 23.29 M (76.4 FT) W FROM THE WEST EDGE OF ABANDONED RUNWAY, AND 0.91 M (3.0 FT) E FROM A METAL WITNESS POST. THE 1230 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 2.5 CM (1 IN) ABOVE THE GROUND LOCATED 48.68 M (159.7 FT) SE FROM A METAL FENCE CORNER, 29.90 M (98.1 FT) SW FROM THE SOUTHWEST CORNER OF THE END OF BLACKTOP ROAD, 7.28 M (23.9 FT) E FROM THE CENTER OF TRACK ROAD, AND 0.94 M (3.1 FT) E FROM A METAL WITNESS POST. THE MARKS HAVE NOT BEEN STAMPED AT THIS TIME. 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, 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. 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 406-265-2511. ____________________________________________________________________________________________________________________________ 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. ____________________________________________________________________________________________________________________________ 1DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461113 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HELENA MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 BROADWATER COUNTY LIST OF ADJUSTED DISTANCES (JULY 17,1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1280.163 150 1277.842 149.9971 150.0151 0.1 0 1280.163 430 1272.285 429.9151 429.9873 0.5 0 1280.163 1420 1279.945 1420.0210 1420.0210 0.7 150 1277.842 430 1272.285 279.9180 279.9732 0.5 150 1277.842 1420 1279.945 1270.0236 1270.0253 0.7 430 1272.285 1420 1279.945 990.1049 990.1346 0.5 DESCRIPTION OF HELENA BASE LINE YEAR MEASURED: 1985 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF HELENA AND ALONG THE SOUTHERN EDGE OF UNITED STATES HIGHWAYS 12 AND 287 BETWEEN MILE MARKERS 58 AND 59. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 15 AND UNITED STATES HIGHWAYS 12 AND 287 ON THE EAST SIDE OF HELENA, GO EAST ON HIGHWAYS 12 AND 287 TOWARD TOWNSEND FOR 20.44 K (12.7 MI) TO THE 1420 METER POINT ON THE RIGHT JUST PASS A SIDEROAD RIGHT AND THE 58 MILE MARKER. TO REACH THE OTHER MARKS CONTINUE EASTERLY ON THE HIGHWAY FOR 1.05 K (0.65 MI) TO THE 430 METER POINT ON THE RIGHT, CONTINUE EASTERLY FOR 0.32 K (0.2 MI) TO THE 150 METER POINT ON THE RIGHT AND CONTINUE EASTERLY FOR 0.16 K (0.1 MI) TO THE 0 METER POINT ON THE RIGHT JUST WEST OF A FIELD ROAD ENTRANCE. 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 1420 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 IN THE RIGHT-OF-WAY ON THE SOUTHERN EDGE OF THE HIGHWAY. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 METERS 1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10 IN) IN DIAMETER ON SIDE FLUSH WITH THE GROUND LOCATED 18.9 M (62.00 FT) SW FROM CENTER LINE OF HIGHWAY 12 AND 287, 8.7 M (28.55 FT) NW FROM CENTER OF FIELD ROAD, 5.5 M (18.00 FT) NE FROM BARBED WIRE FENCE, AND 0.6 M (2.00 FT) SW FROM A METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD NGS VERTICAL CONTROL MARKS SET IN THE TOP OF 10 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE SURFACE AND STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1985. BASE LINE PROPERTY OWNERSHIP IS STATE OF MONTANA, MONTANA DEPARTMENT OF HIGHWAYS, 2701 PROSPECT AVENUE, HELENA, MT 59620. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE AND THE MONTANA DEPARTMENT OF HIGHWAYS. FOR FURTHER INFORMATION CONTACT SURVEY SECTION, MONTANA DEPARTMENT OF HIGHWAYS, 2701 PROSPECT AVENUE, HELENA, MONTANA 59620, TELEPHONE 406-444-6020. ____________________________________________________________________________________________________________________________ 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 - AUGUST 1, 1996 PROJECT ACCESSION NUMBER: 16744 BROADWATER COUNTY NEAREST TOWN: HELENA LIST OF ADJUSTED DISTANCES (JULY 29, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 METERS 1985 1280.163 150 METERS 1985 1277.840 149.9950 150.0130 0.1 0 METERS 1985 1280.163 430 METERS 1996 1272.243 429.9670 430.0400 0.2 0 METERS 1985 1280.163 1420 METERS 1985 1279.956 1420.0150 1420.0150 0.3 150 METERS 1985 1277.840 430 METERS 1996 1272.243 279.9721 280.0280 0.1 150 METERS 1985 1277.840 1420 METERS 1985 1279.956 1270.0197 1270.0215 0.2 430 METERS 1996 1272.243 1420 METERS 1985 1279.956 990.0471 990.0771 0.1 DESCRIPTION OF HELENA BASE LINE YEAR REMEASURED: 1996 LATITUDE: 46 31 58 N LONGITUDE: 111 44 58 W AZIMUTH: 310 DEGREES TRUE NORTH THE BASE LINE IS LOCATED ABOUT 32.2 KM (20.0 MI) NORTHWEST OF TOWNSEND, 22.5 KM (14.0 MI) EAST-SOUTHEAST OF HELENA, IN THE SOUTHERN GRASSY RIGHT-OF-WAY ALONG U.S. HIGHWAY 12 AND 287 BETWEEN HIGHWAY MILE POSTS 58 AND 59. THE BASE LINE IS ON RIGHT-OF-WAY OWNED BY THE MONTANA DEPARTMENT OF TRANSPORTATION. 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 1420 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET NORTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 AND U.S. HIGHWAY 12 AND 287, ON THE EAST SIDE OF HELENA, GO EAST ON HIGHWAY 12 AND 287, TOWARDS TOWNSEND, FOR 20.44 KM (12.7 MI) TO THE 1420-METER POINT ON THE RIGHT JUST PAST A PAVED SIDE ROAD RIGHT (LF BAUM ROAD) AND HIGHWAY MILE POST 58. CONTINUE AHEAD, EASTERLY, ON THE HIGHWAY FOR 1.42 KM (0.85 MI) TO THE 0-METER POINT ON THE RIGHT ON THE NORTHWEST EDGE OF A GRAVELED FIELD ACCESS. THE 0-METER POINT IS A STANDARD BRASS NGS VERTICAL CONTROL DISK STAMPED "0 METERS 1985" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 5.5 M (18.0 FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE GRAVELED FIELD ACCESS, AND 0.7 M (2.3 FT) NORTHWEST FROM A METAL WITNESS POST. THE 150-METER POINT IS A STANDARD BRASS NGS VERTICAL CONTROL DISK STAMPED "150 METERS 1985" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 5.5 M (18.0 FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE, AND 0.6 M (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST. THE 430-METER POINT IS A PLAIN BRASS SURVEY DISK STAMPED "430 METERS 1996" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 5.5 M (18.0 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE, AND 0.6 M (2.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST. THE 1420-METER POINT IS A STANDARD BRASS NGS VERTICAL CONTROL DISK STAMPED "1420 METERS 1985" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 48.8 M (160.0 FT) SOUTHEAST FROM THE CENTER OF LF BAUM ROAD, 34.1 M (111.9 FT) SOUTHWEST FROM HIGHWAY MILE POST 58, 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY, 5.5 M (18.0 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE, AND 0.6 M (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST. 1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. THE BASE LINE ELEVATIONS ARE UNADJUSTED THIRD ORDER CLASS I ELEVATIONS RELATIVE TO THE PREVIOUSLY DEFINED ELEVATION ON THE 0-METER POINT. THIS BASE LINE WAS ESTABLISHED ORIGINALLY IN 1985 IN CONJUNCTION WITH THE U.S. FOREST SERVICE AND THE MONTANA DEPARTMENT OF TRANSPORTATION. THE 430-METER POINT WAS DESTROYED BY CONSTRUCTION EQUIPMENT IN 1992. A NEW 430-METER POINT WAS SET IN 1995 AND THE ENTIRE BASE LINE WAS REMEASURED IN 1996. 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: 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 MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 FLATHEAD COUNTY LIST OF ADJUSTED DISTANCES (MARCH 12,1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) LASALLE 0 910.427 LASALLE 150 909.933 149.9775 149.9783 0.2 LASALLE 0 910.427 LASALLE 430 908.787 429.9810 429.9841 0.4 LASALLE 0 910.427 LASALLE 1400 906.480 1399.9869 1399.9924 0.6 LASALLE 150 909.933 LASALLE 430 908.787 280.0035 280.0059 0.3 LASALLE 150 909.933 LASALLE 1400 906.480 1250.0094 1250.0142 0.5 LASALLE 430 908.787 LASALLE 1400 906.480 970.0058 970.0086 0.3 DESCRIPTION OF LASALLE BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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. TO REACH THE 0 METER POINT FROM THE JUNCTION OF HIGHWAY 2 AND HIGHWAY 206 ON THE EAST SIDE OF KALISPELL, GO NORTH ON HIGHWAY 206 FOR 10.78 KM (6.7 MI) TO GLACIER PARK INTERNATIONAL AIRPORT ENTRANCE. CONTINUE NORTH ON HIGHWAY 206 FOR 2.49 KM (1.55 MI) TO THE 1400 METER POINT ON THE LEFT, CONTINUE NORTH ON HIGHWAY 206 FOR 0.96 KM (0.6 MI) TO THE 430 METER POINT ON THE LEFT, CONTINUE NORTH ON HIGHWAY 206 FOR 0.32 KM (0.2 MI) TO THE 150 METER POINT ON THE LEFT, CONTINUE NORTH ON HIGHWAY 206 FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED LASALLE BASELINE SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND, LOCATED 18.166 M (59.6 FT) WEST FROM CENTER OF HIGHWAY 206, 6.248 M (20.5 FT) EAST FROM 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 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND, LOCATED 18.044 M (59.2 FT) WEST FROM CENTER OF HIGHWAY 206, 6.309 M (20.7 FT) EAST FROM 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 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND, LOCATED 18.135 M (59.5 FT) WEST FROM CENTER OF HIGHWAY 206, 12.161 M (39.9 FT) EAST FROM METAL WITNESS POST, AND 12.222 M (40.1 FT) EAST FROM A FENCE LINE. 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 206, ON THE COUNTY RIGHT-OF- WAY. THERE ARE THREE CONCRETE FOOT PADS BY EACH METER POINT. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION, CONTACT THE MONTANA HIGHWAY DEPARTMENT, P.O. BOX 400, KALISPELL, MONTANA 59901, TELEPHONE 406-755-5300. ____________________________________________________________________________________________________________________________ 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 IDENTIFIABLE. 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. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451084 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LAUREL MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 YELLOWSTONE COUNTY LIST OF ADJUSTED DISTANCES (NOVEMBER 16, 1981) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1068.558 150 1066.835 149.9938 150.0037 .3 0 1068.558 430 1063.644 429.9978 430.0258 .6 0 1068.558 1400 1061.503 1399.9915 1400.0093 .8 150 1066.835 430 1063.644 280.0040 280.0222 .5 150 1066.835 1400 1061.503 1249.9976 1250.0090 .7 430 1063.644 1400 1061.503 969.9934 969.9958 .5 DESCRIPTION OF LAUREL BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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. 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 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 11.88 M (39.0 FT) E FROM THE CENTER OF PAVED ROAD AND 9.60 M (31.5 FT) W FROM THE BARBED WIRE FENCE. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 13.90 M (45.6 FT) E FROM THE CENTER OF PAVED ROAD AND 4.57 M (15.0 FT) W FROM THE BARBED WIRE FENCE. THE 430 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 13.93 M (45.7 FT) E FROM THE CENTER OF PAVED ROAD AND 4.66 M (15.3 FT) W FROM THE BARBED WIRE FENCE. THE 1400 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 13.96 M (45.8 FT) E FROM THE CENTER OF PAVED ROAD AND 4.72 M (15.5 FT) W FROM THE BARBED WIRE FENCE. THE MARKS HAVE NOT BEEN STAMPED AT THIS TIME. 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, 430, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET SOUTH OF THE 150 METER POINT. ALL OF THE MARKS ARE SET ON A LINE ALONG THE EAST SIDE OF F.A.S. 532 AND WEST OF THE FENCE LINE RUNNING PARALLEL WITH THE BASE LINE. THE LINE RUNS BETWEEN MILE MARKER NUMBER 6 AND MILE MARKER NUMBER 7 ALONG F.A.S. 532. THE 1400 METER POINT IS APPROXIMATELY 57 PACES SOUTHEAST FROM A FIELD ROAD ENTRANCE ON THE WEST SIDE OF F.A.S. 532. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION CONTACT MR. CHARLES W. KLIMPER, MONTANA DEPARTMENT OF HIGHWAYS, 424 MOREY, P.O. BOX 20437, BILLINGS, MONTANA 59104, TELEPHONE 406-252-4138. ____________________________________________________________________________________________________________________________ 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 MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 FERGUS COUNTY LIST OF ADJUSTED DISTANCES (NOVEMBER 16, 1981) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1279.605 150 1277.995 149.9827 149.9913 .3 0 1279.605 430 1275.167 430.0034 430.0263 .5 0 1279.605 1400 1267.236 1399.9911 1400.0458 .7 150 1277.995 430 1275.167 280.0207 280.0350 .4 150 1277.995 1400 1267.236 1250.0084 1250.0547 .6 430 1275.167 1400 1267.236 969.9877 970.0201 .4 DESCRIPTION OF LEWISTOWN BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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 ABANDONDED NORTH-SOUTH RUNWAY ON THE LEWISTOWN AIRPORT IN AN AREA JUST NORTH OF THE POLICE FIRING RANGE. TO REACH THE 0 METER POINT 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 1 BLOCK TO A FIVE CORNER, TURN LEFT AND THEN RIGHT, GO SOUTHWEST ON GRAVEL FIELD ROAD FOR 1.0 KM (0.65 MI) TO AN ABANDON RUNWAY, (TURN RIGHT GO NORTH FOR 0.4 KM (0.25 MI) TO THE 1400 METER POINT ON THE LEFT) TURN LEFT 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, 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 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) IN DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND LOCATED 19.81 M (65.0 FT) SE FROM A DEPARTMENT OF HIGHWAYS RM 1, 19.81 M (65.0 FT) NE FROM A DEPARTMENT OF HIGHWAYS RM 2, 2.99 M (9.8 FT) W FROM THE WEST EDGE OF RUNWAY, AND 2.74 M (9.0 FT) W FROM A METAL WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) IN DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND LOCATED 19.81 M (65.0 FT) SE FROM A DEPARTMENT OF HIGHWAYS RM 1, 19.81 M (65.0 FT) NE FROM A DEPARTMENT OF HIGHWAYS RM 2, 2.93 M (9.6 FT) W FROM THE WEST EDGE OF RUNWAY, AND 2.71 M (8.9 FT) W FROM A METAL WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) FLUSH WITH THE GROUND LOCATED 19.81 M (65.0 FT) SE FROM A DEPARMENT OF HIGHWAYS RM 1, 19.81 M (65.0 FT) NE FROM A DEPARTMENT OF HIGHWAYS RM 2, 2.93 M (9.6 FT) W FROM THE WEST EDGE OF RUNWAY, AND 2.71 M (8.9 FT) W FROM A METAL WITNESS POST. THE 1400 1400 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM (20 IN) IN DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND LOCATED 2.99 M (9.8 FT) W FROM THE WEST EDGE OF RUNWAY, 2.71 M (8.9 FT) W FROM A METAL WITNESS POST, 19.81 M (65.0 FT) SE FROM A DEPARTMENT OF HIGHWAYS RM 1, AND 19.81 M (65.0 FT) NE FROM A DEPARTMENT OF HIGHWAYS RM 2. THE BASE LINE MARKS HAVE NOT BEEN STAMPED AT THIS TIME. 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, 430, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET SOUTHWEST OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE ABOUT THREE FEET WEST OF THE WEST EDGE OF THE ABANDON RUNWAY. ALL METER POINTS HAVE TWO DEPARTMENT OF HIGHWAYS REFERENCE MARKS. ALL METER POINTS HAVE AN ORANGE PAINTED WITNESS POST. THE 1400 METER POINT IS APPROXIMATELY 70 PACES SOUTH-SOUTHWEST OF A TAXI WAY AND THE ABANDON RUNWAY. OWNERSHIP--FERGUS COUNTY AND CITY OF LEWISTOWN, MANAGED BY THE LEWISTOWN AIRPORT BOARD, AIRPORT MANAGER, MR. FRED KNEER, TELEPHONE 406-538-3264. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA HIGHWAY DEPARTMENT. FOR FURTHER INFORMATION CONTACT MR. BILL STRIZICH, MONTANA DEPARTMENT OF HIGHWAYS, P.O. BOX 491, LEWISTOWN MONTANA 59457, TELEPHONE 406-538-8731. ____________________________________________________________________________________________________________________________ 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. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481151 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LIBBY MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 LINCOLN COUNTY LIST OF ADJUSTED DISTANCES (JUNE 24,1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 760.320 150 760.490 149.9673 149.9674 0.1 0 760.320 430 762.410 429.9788 429.9839 0.5 0 760.320 1400 771.150 1399.9870 1400.0289 0.7 150 760.490 430 762.410 280.0115 280.0181 0.5 150 760.490 1400 771.150 1250.0196 1250.0651 0.7 430 762.410 1400 771.150 970.0081 970.0474 0.5 DESCRIPTION OF LIBBY BASE LINE YEAR MEASURED: 1985 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 4.8 K (3.0 MI) NORTH OF LIBBY AND ALONG THE EASTERN EDGE OF PIPE CREEK ROAD. 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, 150, 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 DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM (6 IN) IN DIAMETER ON SIDE FLUSH WITH THE GROUND LOCATED 9.400 M (30.85 FT) S FROM THE CENTER OF A DIM WOODS ROAD, 6.766 M (22.20 FT) E FROM THE CENTER LINE OF PIPE CREEK ROAD, AND 2.225 M (7.30 FT) W FROM A METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS, NOT STAMPED AT THIS TIME AND SET IN THE TOP OF 6 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. 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. ____________________________________________________________________________________________________________________________ 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 _______________________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471052 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LINDSAY MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 DAWSON COUNTY LIST OF ADJUSTED DISTANCES (FEBRUARY 23, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 788.353 150 786.925 150.0068 150.0136 .3 0 788.353 430 785.581 430.0116 430.0205 .5 0 788.353 1100 783.737 1100.0018 1100.0115 .7 150 786.925 430 785.581 280.0048 280.0080 .4 150 786.925 1100 783.737 949.9949 950.0002 .6 430 785.581 1100 783.737 669.9901 669.9926 .4 DESCRIPTION OF LINDSAY BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 43.8 KM (27.2 MI) EAST-SOUTHEAST OF CIRCLE, 32.2 KM (20.0 MI) WEST-NORTHWEST OF GLENDIVE AND 6.8 KM (4.2 MI) EAST-SOUTHEAST OF LINDSAY ALONG THE NORTH SIDE OF STATE HIGHWAY 2005. TO REACH THE 0 METER POINT FROM THE UNITED STATES POST OFFICE IN THE SMALL TOWN OF LINDSAY, GO EAST ON FIRST STREET FOR .08 KM (.05 MI) TO MAIN STREET, TURN RIGHT AND GO SOUTH ON MAIN STREET FOR .16 KM (0.1 MI) TO STATE HIGHWAY 2005, TURN LEFT AND GO EAST ON STATE HIGHWAY 2005 FOR 6.7 KM (4.15 MI) TO THE 0 METER POINT ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 2005 FOR .16 KM (0.1 MI) TO THE 150 METER POINT ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 2005 FOR .16 KM (0.1 MI) TO A FIELD ROAD ENTRANCE ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 2005 FOR .16 KM (0.1 MI) TO THE 430 METER POINT ON THE LEFT AND MILE MARKER NUMBER 309 ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 2005 FOR .7 KM (0.45 MI) TO THE 1100 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 7.6 CM (3 IN) ABOVE THE GROUND LOCATED 17.34 M (56.9 FT) NNE FROM THE CENTER OF STATE HIGHWAY 2005 AND 5.09 M (16.7 FT) SSW FROM THE BARBED WIRE FENCE. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 7.6 CM (3 IN) ABOVE THE GROUND LOCATED 16.98 M (55.7 FT) NNE FROM THE CENTER OF STATE HIGHWAY 2005 AND 8.11 M (26.6 FT) SSW FROM THE BARBED WIRE FENCE. THE 430 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 7.6 CM (3 IN) ABOVE THE GROUND LOCATED 17.98 M (59.0 FT) NNE FROM THE CENTER OF STATE HIGHWAY 2005 AND 6.92 M (22.7 FT) SSW FROM THE BARBED WIRE FENCE. THE 1100 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE GROUND LOCATED 21.40 M (70.2 FT) NNE FROM THE CENTER OF STATE HIGHWAY 2005 AND 3.78 M (12.4 FT) SSW FROM THE BARBED WIRE FENCE. THE MARKS WERE NOT STAMPED AT THIS TIME. 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 1100 METER POINTS WITH A POINT FOR THE CALIBRATION OF THE 100 FOOT TAPES SET SOUTHEAST OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE BETWEEN THE NORTH EDGE OF STATE HIGHWAY 2005 AND THE BARBED WIRE FENCE LINE. THE 430 METER POINT IS NORTH OF MILE MARKER NUMBER 309 APPROXIMATELY 100 FEET. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION CONTACT MR. BRUCE RUSSELL, SUPERVISOR DIVISION CONSTRUCTION, 503 NORTH RIVER AVENUE, POST OFFICE BOX 890, GLENDIVE MONTANA 59330, TELEPHONE 406-365-5296 OR 406-365-5297. ____________________________________________________________________________________________________________________________ 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 MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 CUSTER COUNTY LIST OF ADJUSTED DISTANCES (FEBRUARY 23, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 801.772 150 801.967 150.0026 150.0027 .2 0 801.772 430 803.160 430.0041 430.0064 .4 0 801.772 1400 808.218 1399.9967 1400.0115 .6 150 801.967 430 803.160 280.0015 280.0041 .3 150 801.967 1400 808.218 1249.9940 1250.0097 .5 430 803.160 1400 808.218 969.9925 970.0057 .3 DESCRIPTION OF MILES CITY BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR 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. 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 PROJECTING 10 CM (4 IN) ABOVE THE GROUND LOCATED 19.60 M (64.3 FT) NE FROM THE CENTER OF PAVED ROAD, 5.06 M (16.6 FT) SW FROM THE BARBED WIRE FENCE, AND 0.82 M (2.7 FT) NE 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 PROJECTING 10 CM (4 IN) ABOVE THE GROUND LOCATED 19.45 M (63.8 FT) NE FROM THE CENTER OF PAVED ROAD, 4.91 M (16.1 FT) SW FROM THE BARBED WIRE FENCE, AND 1.10 M (3.6 FT) N 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 LOCATED 19.45 M (63.8 FT) NE FROM THE CENTER OF PAVED ROAD, 5.06 M (16.6 FT) SW FROM THE BARBED WIRE FENCE, AND 1.04 M (3.4 FT) 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 LOCATED 19.81 M (65.0 FT) NE FROM THE CENTER OF PAVED ROAD, 5.03 M (16.5 FT) SW FROM THE BARBED WIRE FENCE, AND 0.79 M (2.6 FT) N FROM A METAL WITNESS POST. 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 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. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF MONTANA. FOR FURTHER INFORMATION CONTACT MR. JAY B. RANDALL, MONTANA DEPARTMENT OF HIGHWAYS, THIRD AND ORR, POST OFFICE BOX 460, MILES CITY, MONTANA 59301. ____________________________________________________________________________________________________________________________ 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 MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 MISSOULA COUNTY LIST OF ADJUSTED DISTANCES (JULY 17,1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 974.527 150 974.265 149.9409 149.9411 0.1 0 974.527 430 974.704 430.0247 430.0247 0.5 0 974.527 1389 976.721 1389.8059 1389.8076 0.6 150 974.265 430 974.704 280.0838 280.0841 0.4 150 974.265 1389 976.721 1239.8649 1239.8674 0.6 430 974.704 1389 976.721 959.7812 959.7833 0.4 DESCRIPTION OF MISSOULA BASE LINE YEAR MEASURED: 1985 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ON THE NORTHWEST SIDE OF MISSOULA ACROSS FROM THE MISSOULA COUNTY AIRPORT AND ALONG THE NORTHERN EDGE OF UNITED STATES HIGHWAY 93 BETWEN MOMONT ROAD AND BUTLER CREEK ROAD. TO REACH THE BASE LINE FROM THE ENTRANCE TO JOHNSON BELL FIELD (MISSOULA COUNTY AIRPORT) ON JOHNSON BELL ROAD, CROSS HIGHWAY 93 TO MOMONT ROAD AND THE 0 METER POINT ON THE LEFT IN THE NORTH ANGLE OF THE INTERSECTION AND ABOUT 6 FEET LOWER THAN THE HIGHWAY. THE BASE LINE A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT IS MADE UP OF THE 0, 150, 430, AND 1389 METER POINTS WITH POINTS FOR THE CALIBRATION OF 100, 200, AND 300 FOOT TAPES SET NORTHWEST OF THE 0 METER POINT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---STA 1---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13 IN) IN DIAMETER ON SIDE FLUSH WITH THE GROUND LOCATED 31.000 M (101.70 FT) NW FROM CENTER OF MOMONT ROAD, 17.100 M (56.10 FT) NE FROM CENTER LINE OF HIGHWAY 93, 12.700 M (41.70 FT) SW FROM CENTER OF FIRE BREAK ROAD, 7.115 M (23.35 FT) N FROM CITY LIGHT POLE, AND 0.510 M (1.70 FT) SW FROM METAL WITNESS POST. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF ABOUT 13 INCH ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND AND ALL ARE ABOUT 4 TO 6 FEET BELOW THE HIGHWAY. THE 0 M, 100 FT, 200 FT, 300 FT, 150 M, 430 M, AND 1389 M POINTS ARE STAMPED RESPECTIVELY STA 1, STA 2, STA 3, STA 4, STA 5, STA 6, AND STA 7. BASE LINE PROPERTY OWNERSHIP IS STATE OF MONTANA, MONTANA DEPARTMENT OF HIGHWAYS, 2701 PROSPECT AVENUE, HELENA, MONTANA 59620. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE AND MISSOULA COUNTY. FOR FURTHER INFORMATION CONTACT THE MISSOULA COUNTY SURVEYOR, MISSOULA COUNTY SURVEYORS OFFICE, MISSOULA COUNTY COURTHOUSE, MISSOULA, MONTANA 59801, TELEPHONE 406-721-5700 EXT 278 OR 279. ____________________________________________________________________________________________________________________________ 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 MONTANA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16744 VALLEY COUNTY LIST OF ADJUSTED DISTANCES (FEBRUARY 23, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 627.357 150 627.336 150.0023 150.0023 .2 0 627.357 430 627.324 429.9994 429.9994 .4 0 627.357 1400 627.341 1400.0015 1400.0015 .6 150 627.336 430 627.324 279.9972 279.9972 .3 150 627.336 1400 627.341 1249.9992 1249.9992 .5 430 627.324 1400 627.341 970.0021 970.0021 .3 DESCRIPTION OF NASHUA BASE LINE YEAR MEASURED: 1981 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 48.3 KM (30.0 MI) WEST OF WOLF POINT, 29.0 KM (18.0 MI) EAST OF GLASGOW, 12.9 KM (8.0 MI) WEST OF FRAZER AND 5.1 KM (3.2 MI) EAST OF NASHUA IN THE SOUTHWEST CORNER OF FORT PECK INDIAN RESERVATION, ALONG THE NORTH SIDE OF UNITED STATES HIGHWAY 2. TO REACH THE BASE LINE FROM THE UNITED STATES POST OFFICE IN NASHUA, GO EAST AND NORTH ON STATE HIGHWAY 117 FOR .88 KM (0.55 MI) TO THE JUNCTION OF UNITED STATES HIGHWAY 2, TURN RIGHT AND GO EAST ON UNITED STATES HIGHWAY 2 FOR 4.3 KM (2.7 MI) TO THE 1400 METER POINT ON THE LEFT, CONTINUE EAST ON UNITED STATES HIGHWAY 2 FOR 1.1 KM (0.7 MI) TO THE 430 METER POINT ON THE LEFT, CONTINUE EAST ON UNITED STATES HIGHWAY 2 FOR 0.32 KM (0.2 MI) TO THE 150 METER POINT ON THE LEFT, CONTINUE EAST ON UNITED STATES HIGHWAY 2 FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40.6 CM (16 IN) IN DIAMETER PROJECTING 10 CM (4 IN) ABOVE THE GROUND LOCATED 22.65 M (74.3 FT) N FROM THE CENTER OF PAVED ROAD AND 8.29 M (27.2 FT) S FROM THE BARBED WIRE FENCE. THE 150 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40.6 CM (16 IN) IN DIAMETER PROJECTING 28 CM (11 IN) ABOVE THE GROUND LOCATED 22.58 M (74.1 FT) N FROM THE CENTER OF PAVED ROAD AND 8.20 M (26.9 FT) S FROM THE BARBED WIRE FENCE. THE 430 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40.6 CM (16 IN) IN DIAMETER PROJECTING 38 CM (15 IN) ABOVE THE GROUND LOCATED 22.43 M (73.6 FT) N FROM THE CENTER OF PAVED ROAD AND 8.17 M (26.8 FT) S FROM THE BARBED WIRE FENCE. THE 1400 METER POINT IS A STANDARD NGS DISK SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40.6 CM (16 IN) IN DIAMETER PROJECTING 2 CM (5 IN) ABOVE THE GROUND LOCATED 22.37 M (73.4 FT) N FROM THE CENTER OF PAVED ROAD AND 8.14 M (26.7 FT) S FROM THE BARBED WIRE FENCE. THE MARKS ARE NOT STAMPED AT THIS TIME. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 430, AND 1400 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET WEST OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE BETWEEN THE NORTH SIDE OF UNITED STATES HIGHWAY 2 AND THE BARBED WIRE FENCE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MONTANA DEPARTMENT OF HIGHWAYS. FOR FURTHER INFORMATION CONTACT MR. VERNON D. BORDEN, SUPERVISOR DIVISION CONSTRUCTION, MONTANA HIGHWAY DEPARTMENT, HIGHWAY 13 EAST, POST OFFICE DRAWER L, WOLF POINT, MONTANA 59201, TELEPHONE 406-653-1050. ____________________________________________________________________________________________________________________________ 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.