@@@IMAGE=(NOAA3L,1,1),FORMS=(CALCOV),FONTS=(NADCOV),END; STATE OF WYOMING @@@FORMS=NONE,FONTS=(L0112C),END; 1 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD CASPER (1984) WYOMING NATRONA N421064 CASPER CBL (1988 REMEASURED) WYOMING NATRONA N421064 CASPER CBL (1990 READJUSTED) WYOMING NATRONA N421064 CHEYENNE (1984) WYOMING LARAMIE N411043 CHEYENNE CBL (1992 - NO LONGER USEABLE) WYOMING LARAMIE N411043 GILLETTE WYOMING CAMPBELL N441051 LARAMIE COUNTY CBL WYOMING LARAMIE N411043 RAWLINS WYOMING CARBON N411071 RAWLINS CBL (1992 REMEASURED) WYOMING CARBON N411071 ROCK SPRINGS WYOMING SWEETWATER N411091 ROCK SPRINGS CBL (1992 REMEASURED) WYOMING SWEETWATER N411091 WORLAND WYOMING WASHAKIE N441082 WORLAND CBL (1992 REMEASURED) WYOMING WASHAKIE N441082 1 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421064 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CASPER WYOMING ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G17125 NATRONA COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 2, 1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1596.723 150 1595.482 149.9962 150.0014 0.1 0 1596.723 430 1594.449 429.9513 429.9573 0.5 0 1596.723 1400 1602.608 1399.9865 1399.9989 0.7 150 1595.482 430 1594.449 279.9550 279.9569 0.5 150 1595.482 1400 1602.608 1249.9900 1250.0104 0.6 430 1594.449 1400 1602.608 970.0348 970.0691 0.4 DESCRIPTION OF CASPER BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHWEST OF CASPER, ABOUT 4.8 KM (3.0 MI) NORTHEAST OF THE JUNCTION OF WYOMING STATE HIGHWAY 220 AND WYOMING STATE HIGHWAY 487 AND IS SET NORTHWEST OF AND APPROXIMATELY PARALLEL TO STATE HIGHWAY 220. TO REACH THE BASE LINE FROM THE JUNCTION OF WYOMING STATE HIGHWAY 220 AND STATE SECONDARY ROAD 258, WHICH IS OUTER DRIVE AND IS LOCATED IN THE SOUTHWEST SECTION OF CASPER, GO SOUTHWEST ALONG STATE HIGHWAY 220 FOR 20.1 KM (12.5 MI) TO A DIRT ROAD RIGHT. TURN RIGHT AND GO NORTH ALONG THE DIRT ROAD FOR 36.6 M (120.0 FT) TO THE 0 METER POINT ON THE LEFT. THE 150, 430, AND 1400 METER POINTS ARE 0.2 KM (0.1 MI), 0.24 KM (0.15 MI), AND 1.0 KM (0.6 MI) RESPECTIVELY, SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE 0 METER POINT. 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 1400 METER POINTS. THERE IS A DISK SET AT 100 FEET NORTH-NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET IN THE APPROXIMATE CENTER OF A LARGE HIGHWAY EASEMENT INBETWEEN STATE HIGHWAY 220 AND A WIRE FENCE. THERE IS AN UPHILL SLOPE FROM THE 430 METER POINT TO THE 1400 METER POINT. THE HORIZONTAL DISTANCE FROM 0 TO THE 100 FT TAPING MARK MEASURED 30.460 M OR 99.93 FT. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 1983---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND LOCATED 38.1 M (ABOUT 125.0 FT) SSE FROM THE CENTER OF A DIRT ROAD LEADING WEST, 36.6 M (ABOUT 120.0 FT) NNW FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 16.8 M (55.0 FT) SW FROM THE CENTER OF A DIRT ROAD LEADING NORTH, AND 0.7 M (2.3 FT) SW FROM A FENCE POST. THE 0 METER POINT IS SET ABOUT 0.9 M (3.0 FT) ABOVE THE LEVEL OF A DIRT ROAD LEADING NORTH. NGS WITNESS POSTS ARE SET NEAR ALL THE MONUMENTS. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1983---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND LOCATED 47.2 M (ABOUT 155.0 FT) NNW FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 41.1 M (ABOUT 135.0 FT) SSE FROM A WIRE FENCE, 12.2 M (ABOUT 40.0 FT) SW FROM THE SOUTHWEST EDGE OF A DRAINAGE DITCH, AND 0.6 M (1.9 FT) SSE FROM A FENCE POST. THE 150 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430 1983---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND LOCATED 47.2 M (ABOUT 155.0 FT) NNW FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 44.8 M (ABOUT 147.0 FT) SSE FROM A WIRE FENCE, AND 0.6 M (1.9 FT) SSE FROM A FENCE POST. THE 430 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED---1400 1983---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 10 CM (4.0 IN) ABOVE THE GROUND LOCATED 54.9 M (ABOUT 180.0 FT) SSE FROM A WIRE FENCE, 39.6 M (ABOUT 130.0 FT) NNW FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, AND 0.6 M (2.1 FT) SSE FROM A FENCE POST. THE 1400 METER POINT IS SET ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT PAUL A. REID, PATH FINDER ENGINEERING AND LAND SURVEYING INC., HILLTOP BANK BUILDING, 300 COUNTRY CLUB ROAD, SUITE 305, CASPER, WYOMING 82609. TELEPHONE (307) 266-3809. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421064 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CASPER CBL WYOMING ROCKVILLE MD 20852 - October 20, 1988 PROJECT ACCESSION NUMBER: 17125 NATRONA COUNTY NEAREST TOWN: CASPER LIST OF ADJUSTED DISTANCES (OCTOBER 17, 1988) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1596.723 150 1595.480 150.0050 150.0101 0.1 0 1596.723 430 1594.437 429.9531 429.9591 0.4 0 1596.723 1400 1602.602 1399.9905 1400.0029 0.6 150 1595.480 430 1594.437 279.9481 279.9500 0.4 150 1595.480 1400 1602.602 1249.9854 1250.0057 0.6 430 1594.437 1400 1602.602 970.0370 970.0714 0.4 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASE LINE. REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF CASPER CBL YEAR MEASURED: 1984 YEAR REMEASURED: 1988 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHWEST OF CASPER, ABOUT 4.8 KM (3.0 MI) NORTHEAST OF THE JUNCTION OF WYOMING STATE HIGHWAY 220 AND WYOMING STATE HIGHWAY 487 AND IS SET NORTHWEST OF AND PARALLEL TO STATE HIGHWAY 220. TO REACH THE BASE LINE FROM THE JUNCTION OF WYOMING STATE HIGHWAY 220 AND STATE SECONDARY ROAD 258, WHICH IS OUTER DRIVE AND IS LOCATED IN THE SOUTHWEST SECTION OF CASPER, GO SOUTHWEST ALONG STATE HIGHWAY 220 FOR 20.1 KM (12.5 MI) TO A DIRT ROAD RIGHT. TURN RIGHT AND GO NORTH ALONG THE DIRT ROAD FOR 36.6 M (120.0 FT) TO THE 0 METER POINT ON THE LEFT. THE 150, 430, AND 1400 METER POINTS ARE 0.2 KM(0.1 MI), 0.24 KM (0.15 MI), AND 1.0 KM (0.6 MI) RESPECTIVELY, SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE 0 METER POINT. 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 1400 METER POINTS. THERE IS A DISK SET AT 100 FEET NORTH-NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET IN THE APPROXIMATE CENTER OF A LARGE HIGHWAY EASEMENT BETWEEN STATE HIGHWAY 220 AND A WIRE FENCE. THERE IS AN UPHILL SLOPE FROM THE 430 METER POINT TO THE 1400 METER POINT. THE HORIZONTAL DISTANCE FROM 0 TO THE 100 FOOT TAPING MARK MEASURED 30.460 M OR 99.93 FT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND, 38.1 M (125.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT ROAD LEADING WEST, 36.6 M (120.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 16.8 M (55.0 FT) SOUTHWEST FROM THE CENTER OF A DIRT ROAD LEADING NORTH, AND 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST. THE 0 METER POINT IS SET ABOUT 0.9 M (3.0 FT) ABOVE THE LEVEL OF A DIRT ROAD LEADING NORTH. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND, 47.2 M (155.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 41.1 M (135.0 FT) SOUTH-SOUTHWEST FROM A WIRE FENCE, 12.2 M (40.0 FT) SW FROM THE SOUTHWEST EDGE OF A DRAINAGE DITCH, 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (1.9 FT) SOUTH-SOUTHEAST FROM A METAL FENCE POST. THE 150 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND, 47.2 M (155.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 44.8 M (147.0 FT) SOUTH-SOUTHEAST FROM A WIRE FENCE, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (1.9 FT) SOUTH-SOUTHEAST FROM A METAL POST. THE 430 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THE 1400 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 10 CM (4.0 IN) ABOVE THE GROUND, 54.9 M (180.0 FT) SOUTH-SOUTHEAST FROM A WIRE FENCE, 39.6 M (130.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 1.3 M (4.3 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (2.1 FT) SOUTH-SOUTHEASTFROM A METAL POST. THE 1400 METER POINT IS SET ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. 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 PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT PAUL A. REID, PATH FINDER ENGINEERING AND LAND SURVEYING INC., P.O. BOX 9250, CASPER, WYOMING, 82609. TELEPHONE (307) 266-3809. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421064 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CASPER CBL WYOMING ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 17125 NATRONA COUNTY NEAREST TOWN: CASPER LIST OF ADJUSTED DISTANCES (MARCH 7, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1596.723 150 1595.480 150.0016 150.0067 0.1 0 1596.723 430 1594.437 429.9493 429.9554 0.3 0 1596.723 1400 1602.602 1399.9855 1399.9979 0.4 150 1595.480 430 1594.437 279.9477 279.9497 0.3 150 1595.480 1400 1602.602 1249.9838 1250.0041 0.4 430 1594.437 1400 1602.602 970.0358 970.0701 0.3 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASE LINE. REDUCED MARK TO MARK DISTANCE IS 100.00 FT. THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990. THE ORIGINAL ADJUSTMENT (DATED OCTOBER 17, 1988) WAS MADE USING INCORRECTLY CALIBRATED INVAR TAPES. DESCRIPTION OF: CASPER BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 1988 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHWEST OF CASPER, ABOUT 4.8 KM (3.0 MI) NORTHEAST OF THE JUNCTION OF WYOMING STATE HIGHWAY 220 AND WYOMING STATE HIGHWAY 487 AND IS SET NORTHWEST OF AND PARALLEL TO STATE HIGHWAY 220. TO REACH THE BASE LINE FROM THE JUNCTION OF WYOMING STATE HIGHWAY 220 AND STATE SECONDARY ROAD 258, WHICH IS OUTER DRIVE AND IS LOCATED IN THE SOUTHWEST SECTION OF CASPER, GO SOUTHWEST ALONG STATE HIGHWAY 220 FOR 20.1 KM (12.5 MI) TO A DIRT ROAD RIGHT. TURN RIGHT AND GO NORTH ALONG THE DIRT ROAD FOR 36.6 M (120.0 FT) TO THE 0 METER POINT ON THE LEFT. THE 150, 430, AND 1400 METER POINTS ARE 0.2 KM (0.1 MI), 0.24 KM (0.15 MI), AND 1.0 KM (0.6 MI) RESPECTIVELY, SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE 0 METER POINT. 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 1400 METER POINTS. THERE IS A DISK SET AT 100 FEET NORTH-NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET IN THE APPROXIMATE CENTER OF A LARGE HIGHWAY EASEMENT BETWEEN STATE HIGHWAY 220 AND A WIRE FENCE. THERE IS AN UPHILL SLOPE FROM THE 430 METER POINT TO THE 1400 METER POINT. THE HORIZONTAL DISTANCE FROM 0 TO THE 100 FOOT TAPING MARK MEASURED 30.460 M OR 99.93 FT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND, 38.1 M (125.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT ROAD LEADING WEST, 36.6 M (120.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 16.8 M (55.0 FT) SOUTHWEST FROM THE CENTER OF A DIRT ROAD LEADING NORTH, AND 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST. THE 0 METER POINT IS SET ABOUT 0.9 M (3.0 FT) ABOVE THE LEVEL OF A DIRT ROAD LEADING NORTH. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND, 47.2 M (155.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 41.1 M (135.0 FT) SOUTH-SOUTHWEST FROM A WIRE FENCE, 12.2 M (40.0 FT) SW FROM THE SOUTHWEST EDGE OF A DRAINAGE DITCH, 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (1.9 FT) SOUTH-SOUTHEAST FROM A METAL FENCE POST. THE 150 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND, 47.2 M (155.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 44.8 M (147.0 FT) SOUTH-SOUTHEAST FROM A WIRE FENCE, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (1.9 FT) SOUTH-SOUTHEAST FROM A METAL POST. THE 430 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. THE 1400 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 1983" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 10 CM (4.0 IN) ABOVE THE GROUND, 54.9 M (180.0 FT) SOUTH-SOUTHEAST FROM A WIRE FENCE, 39.6 M (130.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 1.3 M (4.3 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (2.1 FT) SOUTH-SOUTHEAST FROM A METAL POST. THE 1400 METER POINT IS SET ABOUT 0.6 M (2.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT PAUL A. REID, PATH FINDER ENGINEERING AND LAND SURVEYING INC., P.O. BOX 9250, CASPER, WYOMING, 82609. TELEPHONE (307) 266-3809. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411043 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CHEYENNE WYOMING ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G17125 LARAMIE COUNTY *** CHEYENNE BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (OCTOBER 1, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1864.295 150 M 1863.444 149.9837 149.9862 0.1 0 M 1864.295 420 M 1861.966 419.9824 419.9888 0.6 0 M 1864.295 1080 M 1859.180 1079.9966 1080.0087 0.8 150 M 1863.444 420 M 1861.966 269.9986 270.0027 0.6 150 M 1863.444 1080 M 1859.180 930.0129 930.0226 0.8 420 M 1861.966 1080 M 1859.180 660.0142 660.0201 0.6 DESCRIPTION OF CHEYENNE BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED IN THE SOUTHEAST CORNER OF THE CHEYENNE MUNICIPAL AIRPORT, JUST WEST OF CONVERSE AVENUE AND NORTH OF THE ALLEY BEHIND CHESHIRE DRIVE. ACCESS TO THE BASE LINE IS THROUGH LOCKED GATES AND A KEY MUST BE OBTAINED FROM MR. JOHN STEIL, STEIL SURVEYING SERVICES, 200 EAST 8TH AVENUE, CHEYENNE, WY 82001. TELEPHONE (307) 634-7273. TO REACH THE BASE LINE FROM THE CHEYENNE MUNICIPAL AIRPORT TERMINAL AT THE JUNCTION OF EIGHTH AVENUE AND HOUSE AVENUE IN NORTHERN CHEYENNE, GO SOUTHERLY ON EIGHTH AVENUE WHICH BECOMES EVANS AVENUE FOR 0.8 K (0.5 MI) TO THE JUNCTION WITH EAST PERSHING BOULEVARD. TURN LEFT AND GO EAST ON PERSHING BOULEVARD FOR 2.4 K (1.5 MI) TO THE JUNCTION WITH CONVERSE AVENUE (JUST NORTHWEST OF COLE MALL), TURN LEFT AND GO NORTH ON CONVERSE AVENUE FOR 0.72 K (0.45 MI) TO A DIRT ALLEY ON THE LEFT BEHIND CHESHIRE DRIVE. TURN LEFT AND GO WEST DOWN THE ALLEY FOR 0.02 K (0.1 MI) TO A LOCKED GATE ON THE RIGHT AND ENTRANCE TO THE 1080 METER POINT. TO REACH THE 420 METER POINT, CONTINUE WEST DOWN THE ALLEY FOR 0.64 K (0.4 MI) TO A LOCKED GATE ON THE RIGHT AND ENTRANCE TO THE MARK. TO REACH THE 0 AND 150 METER POINTS, CONTINUE WEST DOWN THE ALLEY FOR 0.4 K (0.25 MI) TO THE END OF THE ALLEY AND A LOCKED GATE ON THE RIGHT (5.2 M (17.0 FT) EAST OF THE FENCE CORNER), PASS THRU GATE AND GO NORTH-NORTHWEST UP HILL FOR 49.38 M (162 FT) TO 0 METER POINT AS DESCRIBED. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS MADE UP OF THE 0, 150, 420, AND 1080 METER POINTS WITH A MARK SET 100 FEET NORTH OF THE 0 METER POINT FOR TAPE CALIBRATION. ALL OF THE MARKS ARE SET IN THE SOUTHEASTERN CORNER OF THE AIRPORT BORDERED BY COLORADO AERO TECH ON THE WEST, CONVERSE AVENUE ON THE EAST, A SIX FOOT HIGH WOODEN BOUNDARY FENCE ON THE SOUTH, AND AIRPORT PROPERTY ON THE NORTH. THE HORIZONTAL DISTANCES FROM 0 TO THE CENTER OF THE TAPING DISK MEASURED 99.96 FT (30.469 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M). ALL OF THE DISKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOPS OF ABOUT 14 INCH ROUND CONCRETE MONUMENTS WHICH PROJECT ABOUT 2 INCHES ABOVE THE GROUND AND ALL ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1982. ACCESS TO THE BASE LINE IS THROUGH THREE LOCKED GATES IN THE WOODEN FENCE NORTH OF THE ALLEY. ONE GATE FOR 0 AND 150 METER POINTS, ONE FOR THE 420 METER POINT, AND ONE FOR THE 1080 METER POINT. THE 1080 METER POINT IS ABOUT 21.0 M (69.0 FT) NORTH-NORTHWEST OF ITS LOCKED GATE AND THE 420 METER POINT IS ABOUT 38.4 M (126.0 FT) NORTH OF ITS LOCKED GATE. THE 0 METER POINT IS AS DESCRIBED AND THE 150 METER POINT IS ABOUT 150 M (492.0 FT) EAST OF THE 0 METER POINT AND 46.63 M (153.0 FT) NORTH OF THE WOODEN FENCE. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 M 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM (14.0 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 30 M (100 FT) S FROM THE 100 FOOT MONUMENT, 9.10 M (29.9 FT) E FROM A 6- FOOT HIGH WOODEN FENCE, AND 0.38 M (1.2 FT) SW FROM A METAL FENCE POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SOUTHEAST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT MR. JOHN STEIL, STEIL SURVEYING SERVICES, P.O. BOX 2073, AIRPORT STATION, CHEYENNE, WY 82001. TELEPHONE (307) 634-7273. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411043 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CHEYENNE CBL WYOMING ROCKVILLE MD 20852 - JUNE 23, 1992 PROJECT ACCESSION NUMBER: G17125 LARAMIE COUNTY *** CHEYENNE BASE LINE - NO LONGER USEABLE - SEE USER NOTES *** DESCRIPTION OF CHEYENNE BASE LINE YEAR MEASURED: 1984 YEAR RECOVERED: 1992 (NO LONGER USEABLE) CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED IN THE SOUTHEAST CORNER OF THE CHEYENNE MUNICIPAL AIRPORT, JUST WEST OF CONVERSE AVENUE AND NORTH OF THE ALLEY BEHIND CHESHIRE DRIVE. ACCESS TO THE BASE LINE IS THROUGH LOCKED GATES AND A KEY MUST BE OBTAINED FROM MR. JOHN STEIL, STEIL SURVEYING SERVICES, 200 EAST 8TH AVENUE, CHEYENNE, WY 82001. TELEPHONE (307) 634-7273. TO REACH THE BASE LINE FROM THE CHEYENNE MUNICIPAL AIRPORT TERMINAL AT THE JUNCTION OF EIGHTH AVENUE AND HOUSE AVENUE IN NORTHERN CHEYENNE, GO SOUTHERLY ON EIGHTH AVENUE WHICH BECOMES EVANS AVENUE FOR 0.8 K (0.5 MI) TO THE JUNCTION WITH EAST PERSHING BOULEVARD. TURN LEFT AND GO EAST ON PERSHING BOULEVARD FOR 2.4 K (1.5 MI) TO THE JUNCTION WITH CONVERSE AVENUE (JUST NORTHWEST OF COLE MALL), TURN LEFT AND GO NORTH ON CONVERSE AVENUE FOR 0.72 K (0.45 MI) TO A DIRT ALLEY ON THE LEFT BEHIND CHESHIRE DRIVE. TURN LEFT AND GO WEST DOWN THE ALLEY FOR 0.02 K (0.1 MI) TO A LOCKED GATE ON THE RIGHT AND ENTRANCE TO THE 1080 METER POINT. TO REACH THE 420 METER POINT, CONTINUE WEST DOWN THE ALLEY FOR 0.64 K (0.4 MI) TO A LOCKED GATE ON THE RIGHT AND ENTRANCE TO THE MARK. TO REACH THE 0 AND 150 METER POINTS, CONTINUE WEST DOWN THE ALLEY FOR 0.4 K (0.25 MI) TO THE END OF THE ALLEY AND A LOCKED GATE ON THE RIGHT (5.2 M (17.0 FT) EAST OF THE FENCE CORNER), PASS THRU GATE AND GO NORTH-NORTHWEST UP HILL FOR 49.38 M (162 FT) TO 0 METER POINT AS DESCRIBED. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS MADE UP OF THE 0, 150, 420, AND 1080 METER POINTS WITH A MARK SET 100 FEET NORTH OF THE 0 METER POINT FOR TAPE CALIBRATION. ALL OF THE MARKS ARE SET IN THE SOUTHEASTERN CORNER OF THE AIRPORT BORDERED BY COLORADO AERO TECH ON THE WEST, CONVERSE AVENUE ON THE EAST, A SIX FOOT HIGH WOODEN BOUNDARY FENCE ON THE SOUTH, AND AIRPORT PROPERTY ON THE NORTH. THE HORIZONTAL DISTANCES FROM 0 TO THE CENTER OF THE TAPING DISK MEASURED 99.96 FT (30.469 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M). ALL OF THE DISKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOPS OF ABOUT 14 INCH ROUND CONCRETE MONUMENTS WHICH PROJECT ABOUT 2 INCHES ABOVE THE GROUND AND ALL ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1982. ACCESS TO THE BASE LINE IS THROUGH THREE LOCKED GATES IN THE WOODEN FENCE NORTH OF THE ALLEY. ONE GATE FOR 0 AND 150 METER POINTS, ONE FOR THE 420 METER POINT, AND ONE FOR THE 1080 METER POINT. THE 1080 METER POINT IS ABOUT 21.0 M (69.0 FT) NORTH-NORTHWEST OF ITS LOCKED GATE AND THE 420 METER POINT IS ABOUT 38.4 M (126.0 FT) NORTH OF ITS LOCKED GATE. THE 0 METER POINT IS AS DESCRIBED AND THE 150 METER POINT IS ABOUT 150 M (492.0 FT) EAST OF THE 0 METER POINT AND 46.63 M (153.0 FT) NORTH OF THE WOODEN FENCE. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 M 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM (14.0 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND LOCATED 30 M (100 FT) S FROM THE 100 FOOT MONUMENT, 9.10 M (29.9 FT) E FROM A 6- FOOT HIGH WOODEN FENCE, AND 0.38 M (1.2 FT) SW FROM A METAL FENCE POST. USER NOTES: *** CHEYENNE CBL, WY. IS NO LONGER USABLE. THE 1080-METER POINT HAS BEEN DESTROYED AND THERE IS A CHAIN LINK FENCE ON LINE. *** THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SOUTHEAST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT MR. JOHN STEIL, STEIL SURVEYING SERVICES, P.O. BOX 2073, AIRPORT STATION, CHEYENNE, WY 82001. TELEPHONE (307) 634-7273. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441051 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GILLETTE CBL WYOMING ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 17125 CAMPBELL COUNTY NEAREST TOWN: GILLETTE LIST OF ADJUSTED DISTANCES (DECEMBER 14, 1989) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1158.000 150 1160.460 150.0080 150.0281 0.1 0 1158.000 430 1164.190 429.9988 430.0433 0.4 0 1158.000 1400 1188.728 1399.9959 1400.3331 0.5 150 1160.460 1400 1188.728 1249.9879 1250.3074 0.5 430 1164.190 1400 1188.728 969.9968 970.3071 0.4 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASE LINE. REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF GILLETTE BASE LINE YEAR MEASURED: 1989 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 43.2 KM (26.8 MI) NORTHEAST OF GILLETTE, JUST WEST OF STATE HIGHWAY 59, AT THE STORE AT WESTON, WYOMING. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT LOCATED ON THE EAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED AT APPROXIMATELY 90 DEGREES TO THE LINE, AND 30.48 METERS (100 FEET) SOUTH OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 14 & 16, AND STATE HIGHWAYS 50 & 59 ON THE WEST SIDE OF GILLETTE (JUST EAST OF EXIT 124 ON INTERSTATE HIGHWAY 90), GO NORTH ON STATE HIGHWAY 59 (ALSO U.S. 14 & 16) FOR 0.3 KM (0.2 MI) TO A RAILROAD OVERPASS. CONTINUE NORTH ON HIGHWAY 59 FOR 5.3 KM (3.3 MI) TO THE ENTRANCE OF THE GILLETTE CAMPBELL COUNTY AIRPORT ON THE LEFT. CONTINUE NORTH ON HIGHWAY 59 FOR 0.7 KM (0.45 MI) TO A SIDE ROAD RIGHT, WHERE HIGHWAYS 14, 16, AND 59 SEPARATE. TURN RIGHT AND GO EAST ON HIGHWAY 59 FOR 3.6 KM (2.25 MI) TO A "T" INTERSECTION. TURN LEFT AND GO NORTH ON STATE HIGHWAY 59 FOR 5.4 KM (3.3 MI) TO THE RAWHIDE COAL MINE ENTRANCE ON THE LEFT. CONTINUE NORTH ON HIGHWAY 59 FOR 20.2 KM (12.6 MI) TO A BRIDGE OVER LITTLE POWDER RIVER. CONTINUE NORTH ON HIGHWAY 59 FOR 12.4 KM (7.7 MI) TO A SMALL SIDE ROAD LEFT, JUST BEFORE REACHING THE WESTON STORE ON THE RIGHT. TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 20 METERS TO A FENCE GATE. PASS THROUGH THE GATE AND, TURNING SLIGHTLY LEFT, GO SOUTHWEST FOR ABOUT SIXTY METERS TO THE 0-METER POINT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1989" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND.IT IS 51.8 M (169.9 FT) WEST OF A BARBED WIRE FENCE, 32.9 M (107.9 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND 1.5 M (4.9 FT) NORTHWEST OF A WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1989" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 37.2 M (122.0 FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND 1.5 M (4.9 FT) NORTH OF A WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1989" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 24.6 M (80.7 FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND 1.5 M (4.9 FT) NORTH OF A WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M 1989" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST, AND 1.5 M (4.9 FT) SOUTHEAST OF ANOTHER WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1989" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 59.8 M (196.2 FT) WEST OF A BARBED WIRE FENCE, 30.48 M (100.0 FT) SOUTH OF THE 0-METER POINT, AND 1.0 M (3.3 FT) EAST OF A 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 U. S. DEPARTMENT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT, AND THE NORTHEAST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR MORE INFORMATION CONTACT MR. DONALD W. PATTERSON, U.S. DEPARTMENT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT, GILLETTE PROJECT OFFICE, P.O. BOX 3768, GILLETTE, WYOMING, 82716, TELEPHONE (307) 686-6750. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411043 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LARAMIE COUNTY CBL WYOMING ROCKVILLE MD 20852 - JUNE 23, 1992 PROJECT ACCESSION NUMBER: 17125 LARAMIE COUNTY NEAREST TOWN: CHEYENNE LIST OF ADJUSTED DISTANCES (JUNE 15, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1992 1837.877 150 M 1992 1837.148 150.0335 150.0352 0.1 0 M 1992 1837.877 430 M 1992 1835.896 430.0091 430.0137 0.2 0 M 1992 1837.877 1370 M 1992 1839.799 1370.0328 1370.0341 0.2 150 M 1992 1837.148 430 M 1992 1835.896 279.9757 279.9785 0.1 150 M 1992 1837.148 1370 M 1992 1839.799 1219.9992 1220.0021 0.2 430 M 1992 1835.896 1370 M 1992 1839.799 940.0234 940.0315 0.1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF LARAMIE COUNTY BASE LINE YEAR MEASURED: 1992 YEAR VERIFIED: 1998 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF THE STATE CAPITOL DOME IN CHEYENNE AND 4.8 KM (3.0 MI) EAST OF INTERSTATE HIGHWAY 25. THE BASE LINE RUNS ALONG SIDE AND APPROXIMATELY PARALLEL WITH THE SOUTHEAST EDGE OF U.S. HIGHWAY 85. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1370- METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTHEAST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAYS 25 AND 80, LOCATED IN SOUTHWEST CHEYENNE, GO NORTH ON INTERSTATE HIGHWAY 25 FOR 12.9 KM (8.0 MI) TO THE TORRINGTON / U.S. HIGHWAY 85 EXIT (NO. 17). TAKE THIS EXIT RAMP AND GO NORTHEASTERLY ON U.S. HIGHWAY 85 FOR 5.6 KM (3.5 MI) TO THE INTERSECTION OF COUNTY ROAD 218 ON THE LEFT. CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 85 FOR 0.24 KM (0.15 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1992" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE MASS PROJECTING 5 CM (2 IN) ABOVE A 46 CM (18 IN) DIAMETER CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.4 M (44.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT) NORTHWEST OF A BARBED WIRE FENCE, 1.4 M (4.6 FT) SOUTHEAST OF A METAL WITNESS POST, AND 1.1 M (3.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1992" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE MASS PROJECTING 5 CM (2 IN) ABOVE A 41 CM (16 IN) DIAMETER CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.9 M (45.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.9 M (19.4 FT) NORTHWEST OF A BARBED WIRE FENCE, 1.8 M (5.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 1.1 M (3.6 FT) SOUTHEAST OF A METAL WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1992" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE MASS PROJECTING 5 CM (2 IN) ABOVE A 43 CM (17 IN) DIAMETER CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15.0 M (49.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.1 M (16.7 FT) NORTHWEST OF A BARBED WIRE FENCE, 1.8 M (5.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 1.4 M (4.6 FT) SOUTHEAST OF A METAL WITNESS POST. THE 1370-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1370 M 1992" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE MASS PROJECTING 5 CM (2 IN) ABOVE A 61 CM (24 IN) DIAMETER CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 23.9 M (78.4 FT) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD (FIELD ENTRANCE WITH GATE), 17.7 M (58.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.8 M (5.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN A BARBED WIRE FENCELINE, AND 1.1 M (3.6 FT) SOUTHEAST OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1992" SET IN THE TOP OF A 15 CM (6 IN) DIAMETER CONCRETE MASS PROJECTING 5 CM (2 IN) ABOVE A 46 CM (18 IN) DIAMETER CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.3 M (43.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT) NORTHWEST OF A BARBED WIRE FENCE, 1.2 M (3.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) SOUTHEAST OF A METAL WITNESS POST. 1USER 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 BUREAU OF LAND MANAGEMENT. FOR MORE INFORMATION CONTACT MR. JOHN LEE, CADASTRAL SURVEY, BUREAU OF LAND MANAGEMENT, WYOMING STATE OFFICE, 2515 WARREN AVENUE, CHEYENNE, WYOMING 82001. TELEPHONE 307-775-6216. OR CONTACT MR. JOHN STEIL, C/O STEIL SURVEYING SERVICES, 200 EAST 8th AVENUE, CHEYENNE, WYOMING 82001. TELEPHONE 307-634-7273. OR CONTACT DR. HERBERT W. STOUGHTON, 2821 CAREY AVENUE, CHEYENNE, WYOMING 82001. TELEPHONE 307-632-7460 OR 775-2459. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411071 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RAWLINS WYOMING ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G17125 CARBON COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 20, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 2165.404 150 2165.921 150.0386 150.0395 0.2 0 2165.404 430 2170.238 430.0181 430.0452 0.5 0 2165.404 1150 2186.913 1150.0339 1150.2350 0.7 150 2165.921 430 2170.238 279.9795 280.0128 0.5 150 2165.921 1150 2186.913 999.9951 1000.2154 0.7 430 2170.238 1150 2186.913 720.0155 720.2086 0.4 DESCRIPTION OF RAWLINS BASE LINE YEAR MEASURED: 1983 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF RAWLINS, 0.2 KM (0.15 MI) SOUTHWEST OF UNITED STATES HIGHWAY 287 AND STATE HIGHWAY 789 AND IS SOUTHWEST OF AND APPROXIMATELY PARALLEL TO A DIM ASPHALT ROAD WHICH IS OLD STATE HIGHWAY 789. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 BUSINESS AND UNITED STATES HIGHWAY 30 AND UNITED STATES HIGHWAY 287 AND STATE HIGHWAY 789 WHICH IS LOCATED IN THE CENTRAL PART OF RAWLINS, GO NORTHWESTERLY ALONG UNITED STATES HIGHWAY 287 AND STATE HIGHWAY 789 FOR 13.6 KM (8.45 MI) TO A GRAVEL ROAD LEFT, (WHICH LEADS TO A PROMINENT RADIO TOWER). TURN LEFT AND GO SOUTHWESTERLY ALONG GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO A DIM ASPHALT ROAD LEFT, (WHICH IS OLD STATE HIGHWAY 789). TURN LEFT AND GO SOUTHEASTERLY ALONG DIM ASPHALT ROAD FOR 0.2 KM (0.15 MI) TO THE 1150 METER POINT ON THE RIGHT. CONTINUE SOUTHEASTERLY ALONG ASPHALT ROAD FOR 1.2 KM (0.75 MI) TO THE 0 METER POINT ON THE RIGHT. 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 1150 METER POINTS. THERE IS A DISK SET AT 100 FEET AND A DISK SET AT 200 FEET NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SOUTHWEST OF AND APPROXIMATELY PARALLEL TO A DIM ASPHALT ROAD. ALL THE MARKS ARE ABOUT 21.3 M (70.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, AND ARE SET SLIGHTLY BELOW THE LEVEL OF THE ROAD. RAILROAD TIES WHICH PROJECT ABOUT 1.8 M (6.0 FT) ABOVE THE GROUND HAVE BEEN PLACED NEAR ALL THE MARKS. THE 0 METER AND 1150 METER POINTS HAVE NGS WITNESS POSTS NEARBY. IN AUGUST 1984, REMEASUREMENTS TO THE TAPING MARKS WERE AS FOLLOWS: THE HORIZONTAL DISTANCES FROM 0 TO THE CENTERS OF THE 100 FT AND 200 FT TAPING DISKS MEASURED 100.01 FT (30.484 M) AND 200.03 FT (60.969 M), RESPECTIVELY. THE HORIZONTAL DISTANCES FROM 0 TO THE OFF-CENTERED PUNCHES ON THE 100 FT AND 200 FT DISKS MEASURED 100.00 FT (30.480) M AND 200.00 FT (60.960 M), RESPECTIVELY. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---O M 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10 IN) IN DIAMETER PROJECTING 8 CM (3 IN) ABOVE THE GROUND LOCATED ABOUT 21.3 M (70.0 FT) SW FROM THE CENTER OF A DIM ASPHALT ROAD LEADING SOUTHEAST, 1.5 M (4.8 FT) ENE FROM A RAILROAD TIE WHICH PROJECTS ABOUT 1.8 M (6.0 FT) ABOVE THE GROUND, AND 0.7 M (2.5 FT) SW FROM AN NGS WITNESS POST. ALL THE DISKS EXCEPT THE 200 FOOT POINT ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1982, SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 25 CM (10.0 IN) IN DIAMETER AND WHICH PROJECT ABOUT 8 CM (3.0 IN) ABOVE THE GROUND. THE 200 FOOT POINT DISK IS A PLAIN BRASS DISK WHICH MEASURES ABOUT 8 CM (3.0 IN) IN DIAMETER AND IS STAMPED---NGS BL 200 FT. 1982---. FIRST ORDER LEVELS WERE RUN OVER THE 0 AND 1150 METER POINTS IN 1983 BY NGS VERTICAL CONTROL PARTY G-35. IN AUGUST 1984, THE 0 TO 150 M SEGMENT WAS REOBSERVED WITH BOTH TAPES AND EDMI RESULTING IN NO SIGNIFICANT DIFFERENCE FROM THE PUBLISHED VALUES. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL LAND SURVEYORS OF WYOMING AND THE WYOMING STATE HIGHWAY DEPARTMENT. FOR FURTHER INFORMATION, CONTACT ROBERT JACK SMITH AND ASSOCIATES, 1015 HARSHMAN, P.O. BOX 1104, RAWLINS, WYOMING 82301. TELEPHONE (307) 324-5262. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411071 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RAWLINS CBL WYOMING ROCKVILLE MD 20852 - JULY 24, 1992 PROJECT ACCESSION NUMBER: 17125 CARBON COUNTY NEAREST TOWN: RAWLINS LIST OF ADJUSTED DISTANCES (JULY 14, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1982 2165.404 150 M 1982 2165.922 150.0387 150.0396 0.1 0 M 1982 2165.404 430 M 1982 2170.242 430.0182 430.0454 0.3 0 M 1982 2165.404 1150 M 1982 2186.926 1150.0333 1150.2346 0.4 150 M 1982 2165.922 430 M 1982 2170.242 279.9794 280.0127 0.2 150 M 1982 2165.922 1150 M 1982 2186.926 999.9943 1000.2149 0.3 430 M 1982 2170.242 1150 M 1982 2186.926 720.0148 720.2081 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.01 FT. A TAPE CALIBRATION MONUMENT WAS SET AT THE 200 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 200.03 FT. DESCRIPTION OF RAWLINS BASE LINE YEAR MEASURED: 1983 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF RAWLINS AND ABOUT 3.2 KM (2.0 MI) EAST-SOUTHEAST OF THE RADIO TOWERS ATOP NINE MILE HILL. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH OLD STATE HIGHWAY 789. THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTH-SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1150 METER POINTS. THERE ARE TWO STATIONS USED FOR TAPE CALIBRATION LOCATED ON LINE AND NORTH-NORTHWEST OF THE 0- METER POINT AT DISTANCES OF 100 AND 200 FEET. TO REACH THE 0-METER POINT FROM THE JUNCTIONS OF U.S. HIGHWAY 287 BYPASS AND U.S. HIGHWAY 287 AND STATE HIGHWAY 789, LOCATED NORTH OF RAWLINS, GO NORTHWEST ON U.S. HIGHWAY 287 AND STATE HIGHWAY 789 FOR 10.8 KM (6.7 MI) TO A PAVED INTERSECTION ON THE LEFT. TURN LEFT AND GO WEST-SOUTHWEST CROSSING A CATTLE GUARD FOR 0.1 KM (0.06 MI) TO A TRACK ROAD INTERSECTION. TURN LEFT AND GO SOUTH- SOUTHEAST ON THE TRACK ROAD (OLD STATE HIGHWAY 789) FOR 1.4 KM (0.9 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1982" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 21.8 M (71.5 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE CENTERLINE OF A TRACK ROAD, AND 1.4 M (4.6 FT) EAST OF A 1.8 M (6.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND. THE 150-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1982" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 21.0 M (68.9 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE CENTERLINE OF A TRACK ROAD, AND 1.2 M (3.9 FT) EAST OF A 1.5 M (5.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND. THE 430-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1982" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 21.2 M (69.6 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE CENTERLINE OF A TRACK ROAD, 12.6 M (41.3 FT) NORTHWEST OF A TELEPHONE PEDESTAL, AND 1.3 M (4.3 FT) EAST OF A 1.5 M (5.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND. THE 1150-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1150 M 1982" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 20.8 M (68.2 FT) WEST-SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF A TRACK ROAD, 1.1 M (3.6 FT) EAST OF A 1.8 M (6.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND, AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT 1982" SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 21.9 M (71.9 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE CENTERLINE OF A TRACK ROAD AND 1.1 M (3.6 FT) EAST OF A 1.5 M (5.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 30.484 M (100.01 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). 1THE 200-FOOT TAPE CALIBRATION STATION IS A BLANK DISK STAMPED "NGS BL 200 FT 1982" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 21.8 M (71.5 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE CENTERLINE OF A TRACK ROAD AND 1.3 M (4.3 FT) EAST-SOUTHEAST OF A 1.5 M (5.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND. THE 200-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 60.969 M (200.03 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). USER NOTES: 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 PROFESSIONAL LAND SURVEYORS OF WYOMING AND THE WYOMING STATE HIGHWAY DEPARTMENT. FOR FURTHER INFORMATION CONTACT MR. ROBERT JACK SMITH, 1015 HARSHMAN STREET, P.O. BOX 1104, RAWLINS, WY 82301. TELEPHONE (307) 324-5262. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411091 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROCK SPRINGS WYOMING ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G17125 SWEETWATER COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 20, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1950.724 150 1951.922 150.0100 150.0148 0.3 0 1950.724 430 1956.086 429.9951 430.0286 0.5 0 1950.724 1400 1977.456 1399.9883 1400.2435 0.7 150 1951.922 430 1956.086 279.9851 280.0161 0.5 150 1951.922 1400 1977.456 1249.9781 1250.2389 0.6 430 1956.086 1400 1977.456 969.9929 970.2282 0.5 DESCRIPTION OF ROCK SPRINGS BASE LINE YEAR MEASURED: 1983 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 11.3 KM (7.0 MI) EAST OF ROCK SPRINGS, 4.8 KM (3.0 MI) SOUTHWEST OF THE ROCK SPRINGS AIRPORT, AND IS EAST-NORTHEAST OF AND APPROXIMATELY PARALLEL TO A PAVED COUNTY ROAD. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND THE BAXTER ROAD EXIT NUMBER 111, WHICH IS ALSO THE ROCK SPRINGS AIRPORT EXIT AND WHICH IS ABOUT 9.7 KM (6.0 MI) EAST OF ROCK SPRINGS, GO SOUTHERLY ALONG A PAVED ROAD (BAXTER ROAD) FOR 0.2 KM (0.1 MI) TO A PAVED T-ROAD JUNCTION. TURN RIGHT AND GO WESTERLY, THENCE EASTERLY ALONG A PAVED ROAD (WHICH IS UNDER CONSTRUCTION AS OF THIS DATE) FOR 1.8 KM (1.1 MI) TO A SIDE ROAD (WHICH IS UNDER CONSTRUCTION AS OF THIS DATE). TURN RIGHT AND GO SOUTHERLY ALONG A PAVED COUNTY ROAD FOR 3.7 KM (2.3 MI) TO THE 0 METER POINT ON THE LEFT, ABOUT 61.0 M (200 FT) OFF THE ROAD. THE BASE LINE IS A NORTH-NORTHWEST-SOUTH-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTH-NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS A DISK SET SOUTH-SOUTHEAST OF THE 0 METER POINT TO BE USED FOR THE CALIBRATION OF 100 FOOT TAPES. ALL THE MARKS ARE ABOUT 61 M (200 FT) EAST-NORTHEAST OF THE CENTERLINE OF A PAVED ROAD AND ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF PAVED ROAD. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 51 CM (20 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 61.0 M (200.0 FT) ENE FROM THE CENTERLINE OF A PAVED ROAD. THE 0 METER POINT IS SET ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF A PAVED ROAD. ALL THE MARKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS, NOT STAMPED AND SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 51 CM (20 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THERE ARE NO WITNESS POSTS AT THE MARKS AS OF THIS DATE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SOUTHWEST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION, CONTACT JOSEPH W. MANATOS, 1515 NINTH STREET, ROCK SPRINGS, WYOMING 82901. TELEPHONE (307) 362-7519. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N411091 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROCK SPRINGS CBL WYOMING ROCKVILLE MD 20852 - JULY 24, 1992 PROJECT ACCESSION NUMBER: 17125 SWEETWATER COUNTY NEAREST TOWN: ROCK SPRINGS LIST OF ADJUSTED DISTANCES (JULY 14, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1950.724 150 M 1951.925 150.0076 150.0124 0.1 0 M 1950.724 430 M 1956.087 429.9948 430.0283 0.2 0 M 1950.724 1400 M 1977.468 1399.9882 1400.2437 0.4 150 M 1951.925 430 M 1956.087 279.9872 280.0182 0.2 150 M 1951.925 1400 M 1977.468 1249.9805 1250.2414 0.3 430 M 1956.087 1400 M 1977.468 969.9931 970.2287 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.01 FT. DESCRIPTION OF ROCK SPRINGS BASE LINE YEAR MEASURED: 1983 YEAR REMEASURED: 1992 CHIEF OF PARTY: CRG THE BASE LINE IS LOCATED ABOUT 11.3 KM (7.0 MI) EAST OF ROCK SPRINGS, 4.8 KM (3.0 MI) SOUTHWEST OF THE ROCK SPRINGS AIRPORT, AND IS APPROXIMATELY PARALLEL WITH A COUNTY ROAD. THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE 0-METER POINT ON THE NORTH-NORTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND SOUTH-SOUTHEAST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 (EXIT 111) AND BAXTER ROAD, LOCATED EAST OF ROCK SPRINGS, GO SOUTH ON BAXTER ROAD FOR 0.15 KM (0.09 MI) TO A T-JUNCTION. TURN RIGHT AND GO WEST CURVING TO EAST FOR 1.8 KM (1.1 MI) TO PAVED INTERSECTION ON THE RIGHT JUST AFTER THE BRIDGE OVER BITTER CREEK. TURN RIGHT AND GO SOUTHERLY ON A COUNTY ROAD FOR 3.7 KM (2.3 MI) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 64.0 M (210.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 1.2 M (3.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 64.0 M (210.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 1.2 M (3.9 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 63.9 M (209.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.1 M (3.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400 M" SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 63.2 M (207.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 1.1 M (3.6 FT) EAST-NORTHEAST OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 64.1 M (210.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 1.2 M (3.9 FT) NORTH OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 30.482 M (100.01 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). USER NOTES: 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 SOUTHWEST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION PLEASE CONTACT MR. JOSEPH MANATOS, 1515 NINTH STREET, ROCK SPRINGS, WY 82901. TELEPHONE (307) 362-7519. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441082 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WORLAND WYOMING ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G17125 WASHAKIE COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 2, 1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1340.852 150 1341.123 150.0026 150.0029 0.1 0 1340.852 430 1343.864 429.9999 430.0104 0.3 0 1340.852 1410 1362.848 1410.0060 1410.1776 0.5 150 1341.123 430 1343.864 279.9972 280.0107 0.3 150 1341.123 1410 1362.848 1260.0032 1260.1904 0.5 430 1343.864 1410 1362.848 980.0057 980.1896 0.3 DESCRIPTION OF WORLAND BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF WORLAND AND IS SET EAST OF AND APPROXIMATELY PARALLEL TO A GRAVEL ROAD. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 20 AND WYOMING STATE SECONDARY ROAD 433, WHICH IS LOCATED JUST WEST OF WORLAND, GO NORTH ALONG STATE SECONDARY ROAD 433 FOR 0.5 KM (0.3 MI) TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO WEST ALONG PAVED ROAD FOR 0.7 KM (0.45 MI) TO A Y-ROAD JUNCTION AND THE POINT WHERE THE PAVED ROAD LEADS TO THE RIGHT. BEAR RIGHT AND CONTINUE NORTHERLY ALONG THE PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A GRAVEL ROAD. CONTINUE NORTHERLY ALONG THE MAIN GRAVEL ROAD FOR 1.4 KM (0.9 MI) TO A Y-ROAD JUNCTION AND THE ENTRANCE TO THE COUNTY LANDFILL. TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ALONG THE GRAVEL ROAD FOR 5.8 KM (3.6 MI) TO THE 0 METER POINT ON THE RIGHT. CONTINUE NORTHERLY ALONG THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE NORTHERLY ALONG THE GRAVEL ROAD FOR 0.24 KM (0.15 MI) TO THE 430 METER POINT ON THE RIGHT. CONTINUE NORTHERLY ALONG THE GRAVEL ROAD FOR 1.0 KM (0.65 MI) TO THE 1410 METER POINT ON THE LEFT. 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 1410 METER POINTS. THERE IS A DISK SET AT 100 FEET AND A DISK SET AT 300 FEET NORTH-NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET ON A LARGE PLATEAU WITH AN UPHILL SLOPE LEADING NORTHWEST AND SMALL BLUFFS TO THE SOUTH AND EAST; TO THE WEST STEEP BANKS LEAD TO A LARGE DRAW AND DRY WASH PARALLEL TO GRAVEL ROAD AND BASE LINE. THE HORIZONTAL DISTANCE FROM 0 TO 100 FT TAPING MARK MEASURED 30.478 M OR 99.99 FT. THE HORIZONTAL DISTANCE FROM 0 TO 300 FT TAPING MARK MEASURED 91.444 M OR 300.01 FT. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10.0 IN) IN DIAMETER PROJECTING 6 CM (2.5 IN) ABOVE THE GROUND LOCATED 18.3 M (60.0 FT) ENE FROM THE CENTER OF GRAVEL ROAD AND 1.2 M (3.8 FT) SSW FROM A FENCE POST. THE 0 METER POINT IS SET ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND LOCATED 18.9 M (62.0 FT) ENE FROM THE CENTER OF GRAVEL ROAD AND 1.3 M (4.3 FT) SSW FROM A FENCE POST. THE 150 METER POINT IS SET ABOUT 0.2 M (0.6 FT) BELOW THE LEVEL OF THE ROAD. THE 430 METER POINT IS A STANDARD DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10.0 IN) IN DIAMETER PROJECTING 5 CM (2.0 IN) ABOVE GROUND LOCATED 31.5 M (103.4 FT) NE FROM THE CENTER OF GRAVEL ROAD AND 1.2 M (4.0 FT) SSW FROM A FENCE POST. THE 430 METER POINT IS SET ABOUT LEVEL WITH THE ROAD. THE 1410 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND LOCATED 8.8 M (29.0 FT) W FROM THE CENTER OF GRAVEL ROAD, 5.2 M (ABOUT 17.0 FT) E FROM THE EDGE OF A STEEP BANK, AND 1.4 M (4.6 FT) SW FROM A FENCE POST. THE 1410 METER POINT IS SET ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD AND IS ABOUT 0.2 KM (0.1 MI) SOUTH FROM A Y-ROAD JUNCTION. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTHWEST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT MR. DONALD WOLFORD, COUNTY SURVEYOR, WASHAKIE COUNTY COURTHOUSE, WORLAND, WYOMING 82401. TELEPHONE (307) 347-2741. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441082 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WORLAND CBL WYOMING ROCKVILLE MD 20852 - JULY 24, 1992 PROJECT ACCESSION NUMBER: 17125 WASHAKIE COUNTY NEAREST TOWN: WORLAND LIST OF ADJUSTED DISTANCES (JULY 14, 1992) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0.00 M 1340.852 150 M 1341.122 150.0019 150.0021 0.1 0.00 M 1340.852 430 M 1343.864 430.0001 430.0106 0.3 0.00 M 1340.852 1410 M 1362.861 1410.0045 1410.1763 0.4 150 M 1341.122 430 M 1343.864 279.9982 280.0116 0.2 150 M 1341.122 1410 M 1362.861 1260.0024 1260.1899 0.3 430 M 1343.864 1410 M 1362.861 980.0040 980.1881 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. A TAPE CALIBRATION MONUMENT WAS SET AT THE 300 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 300.00 FT. DESCRIPTION OF WORLAND BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 1992 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF WORLAND AND ATOP THE MESA TO THE NORTHEAST OF FIFTEENMILE CREEK. THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTH-SOUTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1410 METER POINTS. THERE ARE A PAIR OF STATIONS USED FOR TAPE CALIBRATION LOCATED SLIGHTLY OFF LINE. BOTH THE 100- FOOT AND 300-FOOT TAPE CALIBRATION STATIONS ARE LOCATED NORTH-NORTHWEST OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S HIGHWAYS 16 AND 20, LOCATED IN DOWNTOWN WORLAND, GO WEST ON U.S. HIGHWAY 20 AND STATE HIGHWAY 789 (BIGHORN AVENUE) THROUGH TOWN AND ACROSS THE BIG HORN RIVER FOR 1.5 KM (0.9 MI) TO THE INTERSECTION OF STATE HIGHWAY 433 ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY 433 FOR 0.5 KM (0.3 MI) TO A PAVED INTERSECTION ON THE LEFT, JUST AFTER THE WYOMING HIGHWAY DEPARTMENT MAINTANENCE YARD. TURN LEFT AND GO WESTERLY ON THE PAVED ROAD FOR 0.7 KM (0.4 MI) TO A FORK. TAKE THE RIGHT FORK AND GO NORTHERLY UP A HILL FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE PAVEMENT TURNS TO GRAVEL. CONTINUE NORTHWESTERLY ON THE MAIN GRAVEL ROAD FOR 1.4 KM (0.9 MI) TO A FORK WHERE THE LEFT FORK LEADS TO THE COUNTY LANDFILL. TAKE THE RIGHT FORK AND CONTINUE NORTHWESTERLY ON THE MAIN GRAVEL ROAD FOR 1.5 KM (0.9 MI) TO THE SOUTH EDGE OF A ROCK QUARRY, AND A TRACK ROAD LEADING AROUND THE WEST EDGE OF THE QUARRY. TAKE THE TRACK ROAD AND MEANDER NORTHWESTERLY FOR 4.2 KM (2.6 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0.00 M" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 18.2 M (59.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND 1.2 M (3.9 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 19.0 M (62.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 1.2 M (3.9 FT) NORTHWEST OF A METAL WITNESS POST, AND 1.2 M (3.9 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 32.0 M (105.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND 1.2 M (3.9 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST. THE 1410-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1410 M" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF THE TRACK ROAD, 4.9 M (16.1 FT) EAST OF THE EAST EDGE OF A STEEP BANK LEADING TO A DRY WASH, AND 1.4 M (4.6 FT) SOUTHWEST OF A METAL WITNESS POST. THE 100-FOOT TAPE CALIBRATION TAPE STATION IS A BLANK DISK STAMPED "30.478 M 99.99 F" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 30.4 M (99.7 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST AND 19.8 M (65.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD. THE 100-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 30.481 M (100.00 FT) FROM THE 0-METER POINT (MARK-TO-MARK DISTANCE). 1THE 300-FOOT TAPE CALIBRATION TAPE STATION IS A BLANK DISK STAMPED "91.444 M 300.01 F" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 59.7 M (195.9 FT) SOUTH-SOUTHEAST A METAL WITNESS POST, 58.8 M (192.9 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND 15.5 M (50.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD. THE 300-FOOT TAPE STATION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 91.439 M (300.00 FT) FROM THE 0-METER POINT (MARK-TO- MARK DISTANCE). USER NOTES: 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 NORTHWEST CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION PLEASE CONTACT MR. R. L. HUDSON, 419 BROADWAY, P.O. BOX 784, THERMOPOLIS, WY 82443. TELEPHONE 307-864-9389.