1 STATE OF WASHINGTON 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD ARLINGTON WASHINGTON SNOHOMISH N481222 ARLINGTON CBL (1986, 2002 REMEASURED) WASHINGTON SNOHOMISH N481222 BAYVIEW WASHINGTON SKAGIT N481222 CHEWELAH WASHINGTON STEVENS N481173 CLALLAM COUNTY WASHINGTON CLALLAM N481232 ELLENSBURG CBL WASHINGTON KITTITAS N471203 KELSO WASHINGTON COWLITZ N461223 KITSAP WASHINGTON KITSAP N471223 KITSAP CBL (1987, 2002 REMEASURED) WASHINGTON KITSAP N471223 OKANOGAN CONCONULLY ROAD CBL WASHINGTON OKANOGAN N481193 OLYMPIA WASHINGTON THURSTON N471223 OLYMPIA CBL (1984, 2000 REMEASURED) WASHINGTON THURSTON N461224 PACIFIC COUNTY WASHINGTON PACIFIC N461234 SAND POINT WASHINGTON KING N471221 SAND POINT CBL (1984, 2002 REMEASURED) WASHINGTON KING N471221 SEATTLE WASHINGTON KING N471221 SPOKANE WASHINGTON SPOKANE N471171 THE "DALLES" WASHINGTON KLICKITAT N451211 THE DALLES CBL (1987, 2000 REMEASURED) WASHINGTON KLICKITAT N451211 TRI-CITIES WASHINGTON BENTON N461192 TRI-CITIES CBL (1984, 2002 REMEASURED) WASHINGTON BENTON N461192 VANCOUVER WASHINGTON CLARK N451224 VANCOUVER CBL (1987, 2002 REMEASURED) WASHINGTON CLARK N451224 WENATCHEE WASHINGTON DOUGLAS N471202 WENATCHEE CBL (1984, 2000 REMEASURED) WASHINGTON DOUGLAS N471202 YAKIMA WASHINGTON YAKIMA N461201 YAKIMA CBL (1987, 2000, 2004 REMEASURED) WASHINGTON YAKIMA N461204 ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481222 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ARLINGTON WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 SNOHOMISH COUNTY LIST OF ADJUSTED DISTANCES (JULY 16, 1986) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 41.758 150 41.897 150.0075 150.0075 0.1 0 41.758 430 42.538 429.9774 429.9781 0.4 0 41.758 1500 44.555 1500.0257 1500.0283 0.5 150 41.897 430 42.538 279.9700 279.9707 0.3 150 41.897 1500 44.555 1350.0182 1350.0208 0.5 430 42.538 1500 44.555 1070.0482 1070.0501 0.3 DESCRIPTION OF ARLINGTON BASE LINE YEAR MEASURED: 1986 CHIEF OF PARTY: JNL THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF ARLINGTON, WASHINGTON, AT THE ARLINGTON AIRPORT. TO REACH THE BASELINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND 172ND STREET NE (EXIT 206 OFF I-5) IN ARLINGTON, GO NORTHEAST ON 172ND STREET NE FOR 2.9 KM (1.8 MI) TO 59TH AVENUE NE. TURN LEFT AND HEAD NORTH FOR 2.1 KM (1.3 MI) TO THE NORTHERN MOST GATE OF THE AIRPORT. TURN LEFT, THRU THE GATE, AND HEAD WESTERLY ON THE GRAVEL ROAD FOR 0.5 KM (0.3 MI). THERE THE ROAD CURVES SOUTH, CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF SMALL TAXIWAY. TURN RIGHT, EAST, FOR 15.2 M (50 FT) TO THE JUNCTION OF A NE-SW TAXIWAY LEADING PAST THE ULTRA LIGHT HANGERS. TURN LEFT AND HEAD SOUTHWEST ON THE TAXIWAY FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF A SOUTHEAST-NORTHWEST RUNWAY. TURN LEFT, SOUTHEAST, FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. IT IS MADE UP OF 0, 150, 430, AND 1500 METER POINTS. ALL MARKS ARE SET IN LINE AND PARALLEL TO THE NORTHEAST-SOUTHWEST RUNWAY. THE 0 METER POINT IS A L.S.A.W. DISK STAMPED 0 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, SET 9.0 CM (0.3 FT) BELOW GROUND SURFACE. IT IS LOCATED 10.5 M (34.5 FT) SOUTHWEST OF THE EAST-WEST RUNWAY AND 0.9 M (2.8 FT) NORTHEAST OF THE WINTESS POST. THE 150 METER POINT IS A L.S.A.W. DISK STAMPED 150, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE SET 25 CM (0.8 FT) BELOW THE GROUND SURFACE. IT IS LOCATED 1.6 M (5.5 FT) WNW OF THE NE-SW RUNWAY AND 0.9 M (2.8 FT) ESE OF THE WITNESS POST. THE 430 METER POINT IS A L.S.A.W. DISK STAMPED 430 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE SET 15 CM (0.5 FT) BELOW THE GROUND SURFACE. IT IS LOCATED 1.0 M (3.5 FT) WNW OF THE NE-SW RUNWAY AND 1.0 M (3.5 FT) ESE OF THE WITNESS POST. THE 1500 METER POINT IS A L.S.A.W. DISK STAMPED 1500, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE SET 15 CM (0.5 FT) BELOW THE GROUND SURFACE. IT IS LOCATED 1.2 M (4.0 FT) WNW OF THE NE-SW RUNWAY AND 1.2 M (4.0 FT) ESE OF THE WITNESS POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR FURTHER INFORMATION CONTACT BILL LLOYD, CASCADE SURVEYING AND ENGINEERING, INC, 102 E. DIVISION, P.O. BOX 326, ARLINGTON, WASHINGTON 98223, TELEPHONE 206-435-5551. ____________________________________________________________________________________________________________________________ 1DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481222 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ARLINGTON CBL WASHINGTON SILVER SPRING MD 20910 - FEBRUARY 24, 2003 PROJECT ACCESSION NUMBER: 15480 SNOHOMISH COUNTY NEAREST TOWN: ARLINGTON LIST OF ADJUSTED DISTANCES (FEBRUARY 12, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 METERS 41.758 150 METERS 41.897 150.0060 150.0061 .1 0 METERS 41.758 430 METERS 42.538 429.9749 429.9756 .2 0 METERS 41.758 1500 METERS 44.555 1500.0193 1500.0219 .3 150 METERS 41.897 430 METERS 42.538 279.9688 279.9696 .1 150 METERS 41.897 1500 METERS 44.555 1350.0132 1350.0159 .2 430 METERS 42.538 1500 METERS 44.555 1070.0444 1070.0463 .2 DESCRIPTION OF ARLINGTON BASE LINE YEAR MEASURED: 1986 YEAR REMEASURED: 2002 LATITUDE: 48 09 43 LONGITUDE: 122 10 12 AZIMUTH: 51 18 23 CHIEF OF PARTY: GMS THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF ARLINGTON, WASHINGTON, AT THE ARLINGTON AIRPORT. (CONTACT THE AIRPORT OFFICE BY PHONE OR IN PERSON. SEE AIRPORT INFORMATION BELOW.) THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. IT IS MADE UP OF 0, 150, 430, AND 1500 METER POINTS. ALL MARKS ARE SET IN LINE AND PARALLEL TO THE NORTHEAST-SOUTHWEST RUNWAY. TO REACH THE BASELINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND 172ND STREET NE (EXIT 206 OFF I-5) IN ARLINGTON, GO NORTHEAST ON 172ND STREET NE FOR 2.9 KM (1.8 MI) TO 59TH AVENUE NE. TURN LEFT AND HEAD NORTH FOR 1.9 KM (1.2 MI). TURN LEFT AT 192ND STREET NORTHEAST THRU THE GATE, AND HEAD WEST ON THE PAVED ROAD FOR 0.29 KM (0.18 MI) TO THE 1500 METER MARK. NOTE: THIS AREA MAY REQUIRE A DETOUR DUE TO ADDITIONAL GATES BEING INSTALLED - SEE BELOW FOR AIRPORT INFORMATION. FROM THE 1500 METER MARK HEAD NORTHERLY PAST THE HANGERS FOR 0.16 KM (0.1 MI) TO THE AIRPORT PERIMETER ROAD. FOLLOW THE PERIMETER ROAD IN A SOUTHWESTERLY DIRECTION FOR 1.3 KM (0.8 MI) TO A NORTHEAST-SOUTHWEST TAXIWAY LEADING PAST THE ULTRA LIGHT HANGERS. CONTINUE PAST THE HANGERS ON THE TAXIWAY FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF A SOUTHEAST-NORTHWEST RUNWAY. TURN LEFT, SOUTHEAST AND GO 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS A L.S.A.W. DISK STAMPED "0 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 9.0 CM (0.3 FT) BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 10.5 M (34.5 FT) SOUTHWEST OF THE EAST-WEST RUNWAY AND 1.52 M (5.0 FT) SOUTHEAST OF A CARSONITE WITNESS POST. THE 150 METER POINT IS A L.S.A.W. DISK STAMPED "150 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM (0.7 FT) BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 1.6 M (5.5 FT) WEST-NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY. THE 430 METER POINT IS A L.S.A.W. DISK STAMPED "430 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM (0.5 FT) BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 1.0 M (3.5 FT) WEST-NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY. THE 1500 METER POINT IS A CASED L.S.A.W. DISK STAMPED "1500 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM (0.5 FT) BELOW THE SURFACE OF THE GROUND SURFACE. IT IS LOCATED 3.0 M (10.0 FT) WEST OF EAST EDGE OF A NORTH-SOUTH TAXIWAY, 37.2 M (122.0 FT) SOUTH OF THE NORTH END OF THE NORTH-SOUTH TAXIWAY, AND 15.2 M (50.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. AIRPORT INFORMATION: DUE TO AIRPORT CONCERNS, PLEASE STOP BY OR CONTACT THE AIRPORT OFFICE. THEY NEED TO BE NOTIFIED PRIOR TO USING THE BASE LINE. REGULAR BUSINESS HOURS ARE MONDAY - FRIDAY 8:00 AM TO NOON AND 1:00 PM TO 5:00 PM. THE OFFICE IS AT THE EAST SIDE OF THE AIRPORT AND IS 1.1 KM (0.6 MI) NORTH OF 172ND STREET NORTHEAST. THE AIRPORT PHONE NUMBER IS 360-403-3470. THE AIRPORT HAS AN AUTOMATED WEATHER SYSTEM THAT CAN BE REACHED AT 360-435-8045 FOR BAROMETRIC PRESSURE AND TEMPERATURE. THE LATITUDE AND LONGITUDE FOR THE OFFICE, THE 0-METER POINT AND THE 1500-METER POINT ARE: OFFICE - N48 09 38.6 W122 09 08.5, O-METER POINT - N48 09 42.8 W122 10 12.5, AND THE 1500-METER POINT - N48 10 13.22 W122 09 16.1. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR FURTHER INFORMATION CONTACT, WILLIAM L. HIGLEY, SR., P.L.S., SURVEY FIELD OPERATIONS SUPERVISOR, SNOHOMISH COUNTY PUBLIC WORKS, WALL STREET BUILDING, 2ND FLOOR, 2930 WETMORE AVENUE, EVERETT, WASHINGTON 98201, TELEPHONE: 425-388-3488 EXT. 4209, E-MAIL: William.Higley.SR@co.snohomish.wa.us OR FOR A DESCRIPTION AND MAP OF THE AREA GO TO http://www.crab.wa.gov/snohomish/baseline.htm ON THE INTERNET. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA N481222 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BAYVIEW WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 SKAGIT COUNTY LIST OF ADJUSTED DISTANCES (JULY 19,1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 37.868 150 36.248 149.9991 150.0078 0.1 0 37.868 430 32.851 429.9991 430.0284 0.5 0 37.868 1140 25.053 1139.9901 1140.0621 0.7 150 36.248 430 32.851 280.0000 280.0206 0.5 150 36.248 1140 25.053 989.9910 990.0543 0.7 430 32.851 1140 25.053 709.9909 710.0338 0.5 DESCRIPTION OF BAYVIEW BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF BURLINGTON, ON THE WEST SIDE OF THE BAYVIEW AIRPORT AND SET WEST OF AND APPROXIMATELY PARALLEL TO A NORTH-SOUTH TAXIWAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 20, WHICH IS LOCATED ON THE WEST SIDE OF BURLINGTON, GO WESTERLY ALONG STATE HIGHWAY 20 FOR 8.1 KM (5.05 MI) TO THE JUNCTION OF STATE HIGHWAY 20 AND STATE HIGHWAY 237. TURN RIGHT AND GO NORTHERLY ALONG STATE HIGHWAY 237 (WHICH IS ALSO FARM TO MARKET ROAD) FOR 2.9 KM (1.8 MI) TO A CROSSROADS AND A GRAVEL SIDE ROAD RIGHT. TURN RIGHT AND GO EASTERLY ALONG GRAVEL ROAD FOR 1.0 KM (0.6 MI) TO THE POINT WHERE THE GRAVEL ROAD LEADS INTO A SMALL PARKING AREA AND A NORTH-SOUTH TAXIWAY. TURN RIGHT AND GO SOUTH ALONG THE TAXIWAY FOR 36.6 METERS (120.0 FT) TO THE 0 METER POINT ON THE RIGHT. CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE 430 METER POINT ON THE RIGHT. CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.8 KM (0.5 MI) TO THE 1140 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1140 METER POINTS. THERE IS A DISK SET 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 100.01 FT (30.483 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M). THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 29.6 M (97.1 FT) E FROM THE SOUTHEAST CORNER OF A SMALL BUILDING, 17.7 M (58.1 FT) ENE FROM THE NORTHEAST CORNER OF A WIRE FENCE AND A NGS WITNESS POST, AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.9 M (58.7 FT) ENE FROM A WIRE FENCE AND A NGS WITNESS POST AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.9 M (55.6 FT) E FROM A WIRE FENCE AND A NGS WITNESS POST AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY. THE 1140 METER POINT IS A STANDARD NGS DISK STAMPED---1140 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 45.7 M (ABOUT 150 FT) SSE FROM THE SOUTHEAST CORNER OF A WIRE FENCE, 41.1 M (ABOUT 135 FT) N FROM THE NORTHWEST CORNER OF RUNWAY NUMBER 3, 17.4 M (57.2 FT) E FROM A NGS WITNESS POST, AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON AND THE FOLLOWING COUNTIES---SKAGIT, ISLAND, WHATCOM, AND SAN JUAN. FOR FURTHER INFORMATION, CONTACR MR. DONALD E. NELSON, SKAGIT COUNTY PUBLIC WORKS, COUNTY ADMINISTRATION BUILDING, POST OFFICE BOX 396, MOUNT VERNON, WASHINGTON 98273, TELEPHONE 206-336-9400. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481173 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CHEWELAH WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 STEVENS COUNTY LIST OF ADJUSTED DISTANCES (AUGUST 30,1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 633.810 150 632.936 150.0021 150.0046 0.1 0 633.810 430 631.849 429.9910 429.9954 0.5 0 633.810 1089 629.867 1089.9975 1090.0047 0.7 150 632.936 430 631.849 279.9889 279.9910 0.5 150 632.936 1089 629.867 939.9954 940.0004 0.7 430 631.849 1089 629.867 660.0065 660.0095 0.5 DESCRIPTION OF CHEWELAH BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF CHEWELAH, AT THE CHEWELAH SAND CANYON AIRPORT AND IS SET WEST OF AND APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 395 AND MAIN STREET, WHICH IS LOCATED IN THE SOUTHEAST SECTION OF CHEWELAH, GO NORTHERLY ALONG UNITED STATES HIGHWAY 395 (WHICH IS ALSO PARK STREET) FOR 1.1 KM (0.7 MI) TO A PAVED CROSSROADS. TURN RIGHT AND GO NORTHERLY ALONG PAVED ROAD (WHICH IS SAND CANYON ROAD) FOR 1.9 KM (1.2 MI) TO A Y-ROAD JUNCTION. BEAR RIGHT AND CONTINUE NORTHERLY ALONG PAVED ROAD FOR 0.6 KM (0.4 MI) TO A Y-ROAD JUNCTION. TAKE THE LEFT FORK AND GO WESTERLY ALONG PAVED ROAD FOR 1.9 KM (1.2 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A GRAVEL ROAD. CONTINUE NORTH ALONG THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO A GRAVEL ROAD LEFT. TURN LEFT AND GO WEST ALONG THE GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A LARGE GRAVEL RAMP AREA AND THE ENTRANCE TO THE CHEWELAH SAND CANYON AIRPORT. CONTINUE WEST ALONG THE GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE POINT WHERE THE GRAVEL ROAD LEADS INTO A PAVED NORTH-SOUTH RUNWAY. (THE 430 METER POINT IS WEST OF AND DIRECTLY ACROSS THE RUNWAY FROM THIS POINT.) TURN RIGHT AND GO NORTH ALONG THE RUNWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE LEFT. CONTINUE NORTH ALONG THE RUNWAY FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. TO REACH THE 1089 METER POINT FROM THE POINT WHERE THE GRAVEL ROAD LEADS INTO THE NORTH-SOUTH RUNWAY, TURN LEFT AND GO SOUTH ALONG THE RUNWAY FOR 0.6 KM (0.4 MI) TO THE 1089 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 430, AND THE 1089 METER POINTS. THERE IS A DISK SET AT 200 FEET AND A DISK SET AT 300 FEET SOUTH-SOUTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTERS OF THE 200 AND 300 FOOT TAPING DISKS MEASURED 200.03 FT (60.970 M) AND 300.02 FT (91.448 M) RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS MEASURED 200.00 FT (60.960 M) AND 300.00 FT (91.440 M), RESPECTIVELY. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 21.5 M (70.4 FT) SE FROM THE CENTER OF A POWERLINE POLE, 19.7 M (64.6 FT) SSE FROM THE SOUTHEAST CORNER OF A SMALL OUT BUILDING, 10.4 M (34.0 FT) SW FROM THE NORTHWEST CORNER OF RUNWAY, AND 6.7 M (22.0 FT) S FROM THE CENTER OF A TRACK ROAD. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 22.7 M (74.5 FT) E FROM THE CENTER OF A GRAVEL ROAD AND 15.3 M (50.2 FT) W FROM THE CENTER OF RUNWAY. THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 15.4 M (50.6 FT) W FROM THE CENTER OF RUNWAY AND 13.5 M (44.3 FT) E FROM THE CENTER OF A METAL WINDSOCK STANCHION. THE 1089 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.2 M (23.6 FT) WNW FROM THE SOUTHWEST CORNER OF RUNWAY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE UNITED STATES DEPARTMENT OF AGRICULTURE, FOREST SERVICE. FOR FURTHER INFORMATION CONTACT MR. JASPER M. SAMS, FOREST LAND SURVEYOR, COLVILLE NATIONAL FOREST, 695 SOUTH MAIN STREET, COLVILLE, WASHINGTON 99114, TELEPHONE 509-684-3715. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481232 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CLALLAM COUNTY WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 CLALLAM COUNTY LIST OF ADJUSTED DISTANCES (JULY 17,1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 69.541 150 71.733 149.9685 149.9845 0.1 0 69.541 430 75.740 429.9412 429.9858 0.4 0 69.541 1300 86.312 1299.8871 1299.9953 0.6 150 71.733 430 75.740 279.9726 280.0013 0.4 150 71.733 1300 86.312 1149.9186 1150.0110 0.6 430 75.740 1300 86.312 869.9460 870.0102 0.4 DESCRIPTION OF CLALLAM COUNTY BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED AOBUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, AT THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT AND SET NORTHEAST OF AND APPROXIMATELY PARALLEL TO THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS. TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (SOUTH FACE) OF THE PASSENGER TERMINAL OF THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT, WHICH IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, GO WEST ALONG AN ASPHALT ROAD FOR 0.1 KM (0.05 MI) TO THE 1300 METER POINT ON THE RIGHT (THE 1300 METER POINT IS ABOUT 30.5 M (100.0 FT) NORTH OF THE CENTER OF THE ASPHALT ROAD). CONTINUE NORTHWEST ALONG A RAMP AREA AND THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS FOR 0.9 KM (0.55 MI) TO THE 430 METER POINT ON THE RIGHT. CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.2 KM (0.15 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 430 AND 1300 METER POINTS. THERE IS A DISK SET 100 FEET NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATON. THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.91 FT (30.452 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M). THE 0, 150, AND 430 METER POINTS ARE SET IN A GRASS AREA INBETWEEN AN ASPHALT ROAD AND THE MOST NORTHERN RUNWAY OF THE AIRPORT. THE 1300 METER POINT IS SET JUST WEST OF THE TERMINAL AND MAIN HANGAR AREA AND JUST EAST OF A RAMP AREA. ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED WITH THEIR BASE LINE DESIGNAITON AND THE YEAR 1984. THE 0 AND 150 METER POINT DISKS ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 76 CM (30.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THE 430 METER POINT DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT 127 CM (50.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THE 1300 METER POINT DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT 76 CM (30.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THE 100 FOOT POINT, 150 METER POINT, 430 METER POINT AND THE 1300 METER POINT HAVE NGS WITNESS POSTS NEARBY. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0.00 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 76 CM (30.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 45.7 M (150 FT) NNE FROM THE NORTHEAST EDGE OF THE RUNWAY AND 10.9 M (35.6 FT) S FROM THE CENTER OF AN ASPHALT ROAD. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 76 CM (30.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 39.6 M (130 FT) NNE FROM THE NORTHEAST EDGE OF THE RUNWAY AND 29.9 M (98.0 FT) SW FROM THE CENTER OF AN ASPHALT ROAD. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430---1984 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 127 CM (50.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 41.1 M (135 FT) SW FROM THE CENTER OF AN ASPHALT ROAD AND ABOUT 33.5 M (110 FT) NNE FROM THE NORTHEAST EDGE OF THE RUNWAY. THE 1300 METER POINT IS A STANDARD NGS DISK STAMPED---1300 1984---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 76 CM (30.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 30.5 M (100 FT) N FROM THE CENTER OF AN ASPHALT ROAD, 18.0 M (58.9 FT) NNW FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE AND 12.2 M (40.0 FT) SSE FROM THE SOUTHWEST CORNER OF A LARGE SLAB OF ASPHALT. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CLALLAM COUNTY DEPARTMENT OF PUBLIC WORKS. FOR FURTHER INFORMATION CONTACT MR. GENE UNGER, COUNTY ENGINEER, CLALLAM COUNTY COURTHOUSE, 223 E. FOURTH STREET, PORT ANGELES, WASHINGTON 98362, TELEPHONE 206-452-7831. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471203 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ELLENSBURG CBL WASHINGTON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15480 KITTITAS COUNTY NEAREST TOWN: ELLENSBURG LIST OF ADJUSTED DISTANCES (AUGUST 20, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 534.860 150 535.606 150.0153 150.0171 0.1 0 534.860 430 536.944 429.9773 429.9823 0.4 0 534.860 1180 540.318 1180.0287 1180.0414 0.5 150 535.606 430 536.944 279.9620 279.9652 0.4 150 535.606 1180 540.318 1030.0135 1030.0243 0.5 430 536.944 1180 540.318 750.0515 750.0591 0.4 Description of Ellensburg Base Line Year measured: 1987 Chief of Party: MTL This base line is located 59.2 km. ( 37.0 mi. ) north of Yakima, 14.4 km. ( 9.0 mi. ) east of Thorpe and 9.6 km. ( 6.0 mi. ) west of Kittitas at the Kittitas County Airport/Bowers Field. This base line is a northwest-southeast line with the "0" meter point on the southeast end. The base line consists of points at the 0, 150, 430 and 1180 meter points. All points are set in line and parallel to a taxiway. To reach this base line from the junction of Interstate Highway 90 and Canyon Road. Go north on Canyon Road for 1.3 km. ( 0.8 mi. ) where Canyon Road will turn into Main Street. Continue straight ahead on Main Street for 1.6 km. ( 1.0 mi. ) where Main Street will turn into "A" Street. Continue straight ahead on "A" Street for 0.6 km. ( 0.4 mi. ) to the T-junction of "A" Street and 14th Avenue. Turn right and go east on 14th Avenue for 0.6 km. ( 0.4 mi. ) to Walnut Street. Turn left and go north on Walnut Street for 1.0 km. ( 0.6 mi. ) where Walnut Street will turn into Airport Road. Continue straight ahead on Airport Road for 0.6 km. (0.4 mi.) to the intersection of Bender Road/Sanders Road ( Bender Road leads west and Sanders Road leads east ). Turn right and go east on Sanders Road for 1.6 km. ( 1.0 mi. ) to the junction of Look Road. Turn left and go northerly on Look Road for 2.1 km. to Brick Mill Road on the right and a gravel access road with a gate on the left. Go left, going thru the gate, and go westerly on the gravel road for 17.4 m. ( 57.0 ft. ) where you will cross a small wooden bridge. Continue ahead and go westerly on the gravel road for 0.1 km. ( 0.05 mi. ) to a abandoned taxiway. Cross the taxiway and go westerly on a second taxiway for 0.6 km. ( 0.4 mi. ) to a locked gate in the fenceline. Go straight ahead, passing thru the gate, for 0.1 km. ( 0.05 mi. ) to a third taxiway. Turn left and go southeast on the taxiway for 0.4 km. ( 0.25 mi. ) to the "0" meter point on the right. The "0" meter point is a standard NGS calibration base line disk stamped " 0.000 m, 1987 ", set into the top of a irregular mass of concrete measuring 1.0 m. ( 3.28 ft. ) in diameter that is flush with the ground. It is located 9.7 m. ( 31.8 ft. ) southwest of the centerline of the taxiway, 8.3 m. ( 27.2 ft. ) northwest of a paved entrance leading south and 0.8 m. ( 2.6 ft. ) of a witness post. The "150" meter point is a standard NGS disk stamped " 150 m, 1987 ", set into the top of a irregular mass of concrete measuring 1.0 m. ( 3.28 ft. ) in diameter that is flush with the ground. It is located 9.8 m. ( 32.2 ft. ) southwest of the centerline of the taxiway and 0.35 m. ( 1.1 ft. ) northeast of the witness post. The "430" meter point is a standard NGS disk stamped " 430 m, 1987 ", set into the top of a irregular mass of concrete measuring 1.0 m. ( 3.28 ft. ) in diameter that is flush with the ground. It is located 9.5 m. ( 31.2 ft. ) southwest of the centerline of a taxiway and 0.6 m. ( 2.0 ft. ) northwest of a witness post. The "1180" meter point is a standard NGS disk stamped " 1180 m, 1987 ", set into the top of a irregular mass of concrete measuring 1.4 m. ( 4.6 ft. ) in diameter that is flush with the ground. It is located 9.7 m. ( 31.8 ft. ) southwest of the centerline of the taxiway and 1.25 m. ( 4.1 ft. ) northeast of the witness post. USER NOTES: Permission, access and the keys to the gate must be obtained from Robert " Bob " Say or Steven Chandler of the Kittitas County Department of Public Works, telephone 509-962-6811 ext. 205, before using this base line. Also, this base line is located at the county airport and safety precautions should be taken while using this base line. This base line was established in conjunction with Kittitas County Department of Public Works. For further information, please contact: Mr. Robert " Bob" Say or Steven Chandler, Department of Public Works, 205 West Fifth, Ellensburg, Washington 98926, Telephone 509-962-6811 extension 205. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461223 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: KELSO WASHINGTON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15480 COWLITZ COUNTY NEAREST TOWN: KELSO LIST OF ADJUSTED DISTANCES (AUGUST 14, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 5.000 150 4.730 149.9910 149.9912 0.1 0 5.000 400 4.361 400.4973 400.4979 0.3 0 5.000 1150 4.136 1150.2677 1150.2680 0.5 150 4.730 400 4.361 250.5064 250.5066 0.3 150 4.730 1150 4.136 1000.2767 1000.2769 0.5 400 4.361 1150 4.136 749.7703 749.7703 0.3 DESCRIPTION OF KELSO BASE LINE CHIEF OF PARTY: MTL YEAR MEASURED: 1987 THE BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF KELSO, 3.2 KM (2.0 MI) WEST OF INTERSTATE 5, AT THE KELSO AIRPORT ALONG THE SOUTH EDGE OF THE TAXIWAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 5 AND STATE ROUTE 432 WEST (EXIT 36), GO WEST ON STATE ROUTE 432 0.64 KM (0.4 MI) TO THE KELSO INDUSTRIAL AREA EXIT. TAKE THE KELSO INDUSTRIAL AREA EXIT OFF RAMP AND GO 0.24 KM (0.15 MI) TO A "T" JUNCTION, TALLY WAY ROAD. TURN RIGHT AND GO NORTH ON TALLY WAY ROAD FOR 2.1 KM (1.3 MI) TO A BEND IN THE ROAD. FOLLOW THE BEND AND CONTINUE WEST ON COLORADO ROAD FOR 1.0 KM (0.6 MI) TO A TURN RIGHT AND A SIDE ROAD LEFT, PACIFIC AVENUE. TURN LEFT ON PACIFIC AVENUE AND HEAD SOUTH FOR 0.1 KM (0.06 MI) TO A METAL GATE AND THE AIRPORT ENTRANCE. TURN RIGHT AND GO EAST THROUGH THE GATE FOR 0.16 KM PAVED TAXI WAY TO A BEND LEFT. FOLLOW THE BEND LEFT AND GO NORTHEAST ON THE TAXIWAY ACROSS THE NORTHWEST END OF THE RUNWAY TO A TURN RIGHT. TURN RIGHT ON THE PAVED TAXIWAY AND GO SOUTHEAST FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. THE CBL CONSISTS OF THE 0, 150, 400, AND THE 1150 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE TAXIWAY. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK OFF-CENTER ON THE NORTHWEST EDGE OF THE DISK, STAMPED "0 1987", AND IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A WITNESS POST, AND 12.0 METERS (39.4 FT) SOUTH WEST OF THE TAXIWAY CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK OFF-CENTER ON THE SOUTHEAST EDGE OF THE DISK, STAMPED "150 1987", AND IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A WITNESS POST, AND 12.0 METERS (39.4 FT) SOUTH-WEST OF THE TAXIWAY CENTERLINE. THE 400 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK IN THE CENTER OF THE DISK, STAMPED "400 1987", AND IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A WITNESS POST, 12.0 METERS (39.4 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, AND 20.2 METERS (66.3 FT) NORTHWEST OF A PAVED RUNWAY CROSSOVER. THE 1150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK IN THE CENTER OF THE DISK, STAMPED "1150 1987", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A WITNESS POST, 12.0 METERS (39.4 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, AND 31.4 METERS (103.0 FT) NORTHWEST OF A PAVED RUNWAY CROSSOVER AT THE SOUTHEAST END OF THE RUNWAY. USER NOTES: BEFORE CBL USE, CONTACT THE KELSO AIRPORT MANAGER, TELEPHONE (206) 423-4902. CARE SHOULD BE TAKEN TO PLUMB OVER PUNCH MARK ON EACH DISK BEFORE MEASUREMENT. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR MORE INFORMATION, CONTACT MR. TOM LAIRD, PLS, WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, SOUTHWEST AREA, P.O. BOX 280, CASTLE ROCK, WA 98611, TELEPHONE (206) 577-2025. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471223 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: KITSAP WASHINGTON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15480 KITSAP COUNTY NEAREST TOWN: GORST LIST OF ADJUSTED DISTANCES (OCTOBER 16, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 146.000 150 144.556 149.9728 149.9798 0.1 0 146.000 430 141.152 429.9957 430.0230 0.4 0 146.000 1027 134.440 1027.5823 1027.6473 0.6 150 144.556 430 141.152 280.0228 280.0435 0.4 150 144.556 1027 134.440 877.6095 877.6678 0.6 430 141.152 1027 134.440 597.5866 597.6243 0.4 DESCRIPTION OF KITSAP BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 5.6 KM (3.5 MI) SOUTHWEST OF GORST, 12 KM (7.5 MI) SOUTHWEST OF BREMERTON, AT THE BREMERTON NATIONAL AIRPORT ALONG THE CENTER MEDIAN OF THE INACTIVE NORTH-SOUTH RUNWAY. TO REACH THE BASE LINE FROM THE ENTRANCE OF THE BREMERTON NATIONAL AIR-PORT AND STATE ROUTE 3, GO NORTHWEST ON STATE ROUTE 3 FOR 3.3 KM (2.1 MI) TO A PAVED SIDE ROAD RIGHT, SUNNYSLOPE DRIVE. TURN RIGHT ON SUNNYSLOPE DRIVE AND GO SOUTH FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF CLIFTON ROAD. TURN RIGHT ON CLIFTON ROAD AND GO WEST FOR 2.2 KM (1.4 MI) TO A LOCKED METAL GATE. UNLOCK GATE WITH ACCESS KEY AND CONTINUE STRAIGHT FOR 0.16 KM (0.1 MI) TO THE PAVED TAXIWAY. TURN RIGHT ON THE PAVED TAXIWAY AND GO NORTH FOR 0.16 KM (0.1 MI) TO THE PAINTED "00" ALONG THE WEST EDGE OF THE TAXIWAY AND THE 0 METER POINT ON THE LEFT. THE BASE LINE IS A SOUTH-NORTH BASE WITH THE 0 METER POINT AT THE SOUTH END. THE BASE LINE IS A FOUR POINT BASE CONSISTING THE 0, 150, 430, AND 1027 METER POINTS. ALL POINTS ARE SET ON A LINE RUNNING PARALLEL TO AND BETWEEN THE NORTH-SOUTH PAVED RUNWAY AND TAXIWAY AT THE EAST SECTION OF THE AIRPORT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "0 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 13.7 METERS (45 FT) FROM THE WEST EDGE OF THE TAXIWAY AND THE PAINTED "00", AND 21.3 METERS (70 FT) WEST OF THE TAXIWAY CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "150 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 13.6 METERS (44.5 FT) WEST OF THE WEST EGDE OF THE TAXIWAY AND THE PAINTED "150", AND 21.0 METERS (69 FT) WEST OF THE TAXIWAY CENTERLINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "430 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 13.3 METERS (43.5 FT) FROM THE WEST EDGE OF THE TAXIWAY AND THE PAINTED "430", AND 20.6 METERS (67.5 FT) WEST OF THE TAXIWAY CENTERLINE. THE 1027 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "1027 M 1987", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 12.2 METERS (40 FT) WEST OF THE WEST EDGE OF THE TAXI-WAY AND THE PAINTED "1027", AND 19.8 METERS (65 FT) WEST OF THE TAXIWAY CENTERLINE. USER NOTES: THIS CBL IS LOCATED ON A RESTRICTED ACCESS AREA OF THE AIRPORT. THE BASE LINE MAY BE USED MONDAY THROUGH FRIDAY, 8-5, AND THE GATE ACCESS KEY MUST BE OBTAINED FROM THE PORT OF BREMERTON OFFICE LOCATED AT THE BREMERTON NATIONAL AIRPORT, TELEPHONE(206)674-2381. ALSO, CARE SHOULD BE TAKEN TO PLUMB OVER PUNCH MARKS ON ALL POINTS. ELEVATION AT THE 0 METER POINT SCALED AND ALL POINT ELEVATIONS ARE FOR BASE LINE USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, KITSAP COUNTY, AND THE PORT OF BREMERTON. FOR FURTHER INFORMATION, PLEASE CONTACT MR. JIM BARNARD, PAC-TECH ENG. INC., 3721 KITSAP WAY SUITE 4, BREMERTON, WASHINGTON, 98312, TELEPHONE 206-377-2053. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471223 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: KITSAP CBL WASHINGTON SILVER SPRING MD 20910 - FEBRUARY 24, 2003 PROJECT ACCESSION NUMBER: 15480 KITSAP COUNTY NEAREST TOWN: GORST LIST OF ADJUSTED DISTANCES (FEBRUARY 12, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0M 1987 146.000 150M 1987 144.556 149.9697 149.9766 .1 0M 1987 146.000 430M 1987 141.152 429.9933 430.0206 .1 0M 1987 146.000 1027M 1987 134.440 1027.5771 1027.6421 .2 150M 1987 144.556 430M 1987 141.152 280.0236 280.0443 .1 150M 1987 144.556 1027M 1987 134.440 877.6075 877.6658 .1 430M 1987 141.152 1027M 1987 134.440 597.5838 597.6215 .1 DESCRIPTION OF KITSAP BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2002 LATITUDE: 47 29 18 LONGITUDE: 122 45 14 AZIMUTH: 000 CHIEF OF PARTY: KDD THE BASE LINE IS LOCATED 5.6 KM (3.5 MI) SOUTHWEST OF GORST, 12 KM (7.5 MI) SOUTHWEST OF BREMERTON, AT THE BREMERTON NATIONAL AIRPORT ALONG THE CENTER MEDIAN OF THE INACTIVE NORTH-SOUTH RUNWAY. ACCESS TO THIS BASE LINE REQUIRES PERMISSION FROM AIRPORT ADMINISTRATION - SEE DETAILS BELOW. THE BASE LINE IS A SOUTH-NORTH BASE WITH THE 0 METER POINT AT THE SOUTH END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND 1027 METER POINTS. ALL POINTS ARE SET ON A LINE RUNNING PARALLEL TO AND BETWEEN THE NORTH-SOUTH PAVED RUNWAY AND TAXIWAY AT THE EAST SECTION OF THE AIRPORT. TO REACH THE BASE LINE FROM THE ENTRANCE OF THE BREMERTON NATIONAL AIRPORT AND STATE ROUTE 3, GO NORTHEAST ON STATE ROUTE 3 FOR 3.3 KM (2.1 MI) TO A PAVED SIDE ROAD RIGHT (SOUTH), SUNNYSLOPE DRIVE. TURN RIGHT ON SUNNYSLOPE DRIVE AND GO SOUTH FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF CLIFTON ROAD. TURN RIGHT ON CLIFTON ROAD AND GO WEST FOR 2.2 KM (1.4 MI) TO A LOCKED METAL GATE LABELED "BREMERTON RACEWAYS". UNLOCK GATE WITH ACCESS KEY AND CONTINUE STRAIGHT FOR 0.2 KM (0.1 MI) TO THE PAVED TAXIWAY PARALLELING THE NORTH-SOUTH RUNWAY (NO LONGER OPERATIVE FOR AIRCRAFT). TURN RIGHT AND GO NORTH ON THE PAVED TAXIWAY FOR 0.2 KM 0.1 MI) TO THE 0-METER POINT LOCATED IN THE GRASS MEDIAN BETWEEN THE ABANDONED RUNAWAY AND THE TAXIWAY. A PAINTED "00" MAY BE PRESENT ON THE WEST EDGE OF THE TAXIWAY ASPHALT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "0 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 13.7 METERS (45 FT) FROM THE WEST EDGE OF THE TAXIWAY AND THE PAINTED "00", AND 21.3 METERS (70 FT) WEST OF THE TAXIWAY CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "150 M 1987", WITH A PUNCH MARK AT THE CENTER OF THE DISC, SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 13.6 METERS (44.5 FT) WEST OF THE WEST EDGE OF THE TAXIWAY AND THE PAINTED "150", AND 21.0 METERS (69 FT) WEST OF THE TAXIWAY CENTERLINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "430 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 13.3 METERS (43.5 FT) FROM THE WEST EDGE OF THE TAXIWAY AND THE PAINTED "430", 20.6 METERS (67.5 FT) WEST OF THE TAXIWAY CENTERLINE. THE 1027 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "1027 M 1987", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 12.2 METERS (40 FT) WEST OF THE WEST EDGE OF THE TAXI-WAY AND THE PAINTED "1027", AND 19.8 METERS (65 FT) WEST OF THE TAXIWAY CENTERLINE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. 1NOTE: THIS CBL IS LOCATED ON A RESTRICTED ACCESS AREA OF THE AIRPORT. THE BASE LINE MAY BE USED MONDAY THROUGH FRIDAY, 8 AM - 5 PM AS LONG AS OTHER EVENTS ARE NOT SCHEDULED FOR THE AREA. AT SOME TIMES OF THE YEAR, FRIDAYS ARE ALSO OPEN. CHECK WITH THE AIRPORT ADMINISTRATION FOR SCHEDULED EVENTS AT 360-674-2381. TWO KEYS MUST BE CHECKED OUT FROM THE AIRPORT ADMINISTRATION OFFICE TO USE THE BASE LINE. ONE KEY FOR THE LOCKED PERIMETER GATE AND A SECOND KEY TO RUNWAY GATE NO. 24 FOR ACCESS TO THE 1027-METER POINT. IT IS PERMISSIBLE TO THE LEAVE GATE NO. 24 OPEN DURING MEASUREMENTS, BUT BE CERTAIN TO CLOSE AND LOCK IT BEFORE LEAVING. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON (LSAW), KITSAP COUNTY, AND THE PORT OF BREMERTON. FOR FURTHER INFORMATION, CONTACT THE LSAW HEADQUARTERS AT 425-868-0200 FOR A LIST OF LOCAL NGS CALIBRATED BASE LINE TECHNICIANS. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481193 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: OKANOGAN CONCONULLY WASHINGTON SILVER SPRING MD 20910 - DECEMBER 31, 1996 PROJECT ACCESSION NUMBER: 15480 OKANOGAN COUNTY NEAREST TOWN: OMAK LIST OF ADJUSTED DISTANCES (DECEMBER 5, 1996) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1996 100.000 150 M 1996 99.814 150.0024 150.0025 0.1 0 M 1996 100.000 402 M 1996 99.793 401.9892 401.9892 0.1 0 M 1996 100.000 1002 M 1996 106.633 1002.0290 1002.0510 0.2 150 M 1996 99.814 402 M 1996 99.793 251.9868 251.9868 0.1 150 M 1996 99.814 1002 M 1996 106.633 852.0266 852.0538 0.1 402 M 1996 99.793 1002 M 1996 106.633 600.0397 600.0786 0.1 DESCRIPTION OF OKANOGAN CONCONULLY ROAD BASE LINE YEAR MEASURED: 1996 LATITUDE: 48 26 27 LONGITUDE: 119 34 30 AZIMUTH: 0 DEGREES TRUE NORTH CHIEF OF PARTY: OWM THE BASE LINE IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF OKANOGAN, 3.5 MI (5.6 KM) NORTHWEST OF THE TOWN OF OMAK ON LAND OWNED BY THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. THE BASE LINE IS LOCATED ON THE WEST SIDE OF CONCONULLY ROAD AND RUNS PARALLEL TO IT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 402, AND 1002 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE ROUTE 215 (SECOND AVENUE) AND MAPLE STREET LOCATED IN THE TOWN OF OKANOGAN, GO NORTHWESTERLY ON MAPLE STREET FOR 0.22 MI (0.35 KM) TO THE JUNCTION OF SIXTH AVENUE (CONCONULLY ROAD) AND MAPLE STREET. TURN RIGHT ON SIXTH AVENUE (CONCONULLY ROAD) AND GO NORTHEASTERLY THEN NORTH ALONG CONCONULLY ROAD FOR 5.11 MI (8.22 KM) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.7 M (45.0 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD AND 2.1 M (6.9 FT) NORTHEAST OF A GALVANIZED STEEL POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 150 M (492.0 FT) NORTH OF THE O-METER POINT, 13.7 M (45.0 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD AND 2.4 M (7.9 FT) SOUTHEAST OF A GALVANIZED STEEL POST. THE 402-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "402 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 252.0 M (826.8 FT) NORTH OF THE 150-METER POINT, 13.7 M (45 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD, AND 2.5 M (8.2 FT) SOUTHEAST OF A GALVANIZED STEEL POST. THE 1002-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1002 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.7 M (45.0 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD, 8.2 M (27.0 FT) SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD, AND 2.4 M (8.0 FT) NORTHWEST OF GREEN STEEL POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. DURING DRY PERIODS BE CAREFUL OF FIRE DANGER, LEAVE ALL GATES AS YOU FOUND THEM AND TREAT THE AREA AS IF IT WAS YOUR OWN BACKYARD. THIS CBL WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CENTRAL CHAPTER OF THE LAND SURVEYOR'S ASSOCIATION OF WASHINGTON, OKANOGAN BRANCH. FOR MORE INFORMATION PLEASE CONTACT NGS STATE ADVISOR, GARY C. PERASSO, NATIONAL GEODETIC SURVEY, 5521 44TH COURT SE, LACEY, WA. 98503, PHONE: 360-709-5514 OR CHARLES T. NEWELL, 1989 OLD 97, OKANOGAN, WA. 98840, PHONE: 509-422-4568. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471223 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: OLYMPIA WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 THURSTON COUNTY LIST OF ADJUSTED DISTANCES (JULY 18,1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 58.228 150 58.330 149.9849 149.9849 0.1 0 58.228 430 58.512 430.0069 430.0070 0.4 0 58.228 1110 62.341 1110.1222 1110.1298 0.6 0 58.330 430 58.512 280.0221 280.0221 0.4 0 58.330 1110 62.341 960.1373 960.1457 0.6 430 58.512 1110 62.341 680.1151 680.1259 0.4 DESCRIPTION OF OLYMPIA BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF TUMWATER, ON THE WEST SIDE OF THE OLYMPIA MUNICIPAL AIRPORT AND SET EAST OF AND APPROXIMATELY PARALLEL TO A NORTH-SOUTH TAXIWAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND THE SOUTH TUMWATER/BLACK LAKE EXIT NUMBER 102. GO EAST ALONG A PAVED ROAD (TROSPER ROAD) FOR 0.2 KM (0.15 MI) TO THE T-ROAD JUNCTION OF CAPITOL BOULEVARD AND TROSPER ROAD. TURN RIGHT AND GO SOUTH ALONG CAPITAL BOULEVARD FOR 1.9 KM (1.2 MI) TO A PAVED SIDE ROAD RIGHT (AIRDUSTRIAL WAY) WHICH LEADS TO AN INDUSTRIAL PARK AREA. TURN RIGHT AND GO WESTERLY ALONG PAVED ROAD FOR 0.7 KM (0.45 MI) TO A PAVED SIDE ROAD LEFT, (ARMSTRONG STREET SW). TURN LEFT AND GO SOUTHERLY ALONG PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A NARROW ASPHALT ROAD. CONTINUE SOUTHERLY ALONG THE ASPHALT ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE ASPHALT ROAD TURNS SHARPLY TO THE LEFT. BEAR LEFT AND CONTINUE EASTERLY ALONG THE ASPHALT ROAD (WHICH LEADS INTO A RAMP AREA) FOR 0.4 KM (0.25 MI) TO THE POINT WHERE THE RAMP LEADS INTO A NORTH-SOUTH TAXIWAY AND A LARGE AIR TRAFFIC CONTROL TOWER ON THE RIGHT. (NOTE---THE AIR TRAFFIC CONTROL TOWER MUST BE NOTIFIED BEFORE PROCEEDING ONTO THE TAXIWAY.) TURN LEFT AND GO NORTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE NORTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE 430 AND 1110 METER POINTS ARE 0.1 KM (0.05 MI) AND 0.8 KM (0.5 MI) RESPECTIVELY, SOUTH FROM THE POINT WHERE THE RAMP AREA LEADS INTO THE NORTH-SOUTH TAXIWAY. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1110 METER POINTS. ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS, NOT STAMPED, SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 30 CM (12.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.5 M (44.3 FT) SSE FROM THE SOUTH EDGE OF AN EAST-WEST TAXIWAY, 6.9 M (22.8 FT) ENE FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY, AND 2.9 M (9.5 FT) NNW FROM THE CENTER OF A SMALL TAXIWAY SIGN NUMBERED = 17. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.9 M (22.7 FT) ENE FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY AND 1.4 M (4.7 FT) S FROM THE CENTER OF A SMALL TAXIWAY SIGN NUMBERED = 8-35. THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) FLUSH WITH THE GROUND LOCATED 20.1 M (66.0 FT) N FROM THE NORTH EDGE OF AN EAST-WEST RAMP, 11.8 M (38.8 FT) NNW FROM THE CENTER OF A CONCRETE CULVERT WHICH MEASURES ABOUT 36 CM (14.0 IN) IN DIAMETER, AND 6.9 M (22.7 FT) ENE FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY. THE 1110 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 27.1 M (89.0 FT) S FROM THE SOUTH EDGE OF THE EAST-WEST TAXIWAY AND 6.8 M (22.2 FT) ENE FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, SOUTH PUGET SOUTH CHAPTER AND THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. FOR FURTHER INFORMATION, CONTACT THE DEPARTMENT OF NATURAL RESOURCES, DIVISION OF ENGINEERING, SURVEY SECTION, 1102 S. QUINCE, OLYMPIA, WASHINGTON 98504, TELEPHONE 206-754-1545. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461224 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: OLYMPIA CBL WASHINGTON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15480 THURSTON COUNTY NEAREST TOWN: TUMWATER LIST OF ADJUSTED DISTANCES (January 22, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0.00M 1984 58.228 150M 1984 58.330 149.9879 149.9880 0.1 0.00M 1984 58.228 430M 1984 58.512 430.0171 430.0172 0.2 0.00M 1984 58.228 1110M 1984 62.341 1110.1176 1110.1253 0.2 150M 1984 58.330 430M 1984 58.512 280.0292 280.0292 0.1 150M 1984 58.330 1110M 1984 62.341 960.1297 960.1381 0.2 430M 1984 58.512 1110M 1984 62.341 680.1004 680.1112 0.1 DESCRIPTION OF: OLYMPIA BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 2000 LATITUDE: 46 58 37 LONGITUDE: 122 54 27 AZIMUTH: 180 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF TUMWATER, ON THE WEST SIDE OF THE OLYMPIA MUNICIPAL AIRPORT AND SET EAST OF AND APPROXIMATELY PARALLEL TO A NORTH-SOUTH TAXIWAY. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1110 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. NOTE: FOR PERMISSION AND ACCESS TO THIS BASE LINE CONTACT AIRPORT MANAGER, DOUG SANDAU, 7643 OLD HIGHWAY 99, TUMWATER, WA, 98501, PHONE: 360-528-8073. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND THE SOUTH TUMWATER/BLACK LAKE EXIT NUMBER 102. GO EAST ALONG A PAVED ROAD (TROSPER ROAD) FOR 0.2 KM (0.15 MI) TO THE T-ROAD JUNCTION OF CAPITOL BOULEVARD AND TROSPER ROAD. TURN RIGHT AND GO SOUTH ALONG CAPITAL BOULEVARD FOR 1.9 KM (1.2 MI) TO A PAVED SIDE ROAD RIGHT (AIRDUSTRIAL WAY) WHICH LEADS TO AN INDUSTRIAL PARK AREA. TURN RIGHT AND GO WESTERLY ALONG PAVED ROAD FOR 0.7 KM (0.45 MI) TO A PAVED SIDE ROAD LEFT, (ARMSTRONG STREET SW). TURN LEFT AND GO SOUTHERLY ALONG PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A NARROW ASPHALT ROAD. CONTINUE SOUTHERLY ALONG THE ASPHALT ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE ASPHALT ROAD TURNS SHARPLY TO THE LEFT. BEAR LEFT AND CONTINUE EASTERLY ALONG THE ASPHALT ROAD (WHICH LEADS INTO A RAMP AREA) FOR 0.4 KM (0.25 MI) TO THE POINT WHERE THE RAMP LEADS INTO A NORTH-SOUTH TAXIWAY AND A LARGE AIR TRAFFIC CONTROL TOWER ON THE RIGHT. (NOTE---THE AIR TRAFFIC CONTROL TOWER MUST BE NOTIFIED BEFORE PROCEEDING ONTO THE TAXIWAY.) TURN LEFT AND GO NORTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE NORTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE 430 AND 1110 METER POINTS ARE 0.1 KM (0.05 MI) AND 0.8 KM (0.5 MI) RESPECTIVELY, SOUTH FROM THE POINT WHERE THE RAMP AREA LEADS INTO THE NORTH-SOUTH TAXIWAY. ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 30 CM (12.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, 0.00 M 1984, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.5 M (44.3 FT) SOUTH SOUTHEAST FROM THE SOUTH EDGE OF AN EAST-WEST TAXIWAY, 6.9 M (22.8 FT) EAST NORTHEAST FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY, AND 2.9 M (9.5 FT) NORTH NORTHWEST FROM THE CENTER OF A SMALL TAXIWAY SIGN NUMBERED = 17. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.9 M (22.7 FT) EAST NORTHEAST FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY AND 1.4 M (4.7 FT) SOUTH FROM THE CENTER OF A SMALL TAXIWAY SIGN NUMBERED = 8-35. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 6.9 M (22.7 FT) EAST FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY. 1THE 1110 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS 27.1 M (89.0 FT) SOUTH FROM THE SOUTH EDGE OF THE EAST-WEST TAXIWAY AND 6.8 M (22.2 FT) EAST FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY. 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 LAND SURVEYORS ASSOCIATION OF WASHINGTON, SOUTH PUGET SOUTH CHAPTER AND THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. FOR FURTHER INFORMATION, CONTACT THE DEPARTMENT OF NATURAL RESOURCES, PUBLIC LAND SURVEY OFFICE, OLYMPIA, WASHINGTON, TELEPHONE 360-902-1190. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461234 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: PACIFIC COUNTY WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 PACIFIC COUNTY LIST OF ADJUSTED DISTANCES (JULY 18,1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 2.099 150 2.660 149.9934 149.9944 0.1 0 2.099 430 2.424 430.0420 430.0421 0.4 0 2.099 1024 2.731 1024.0359 1024.0361 0.5 150 2.660 430 2.424 280.0486 280.0487 0.4 150 2.660 1024 2.731 874.0426 874.0426 0.5 430 2.424 1024 2.731 593.9939 593.9940 0.3 DESCRIPTION OF PACIFIC COUNTY BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF RAYMOND, ABOUT 1.0 KM (0.6 MI) SOUTH OF STATE HIGHWAY 105, AT THE WILLAPA HARBOR AIRPORT, AND SET SOUTH OF AND APPROXIMATELY PARALLEL TO THE ASPHALT TAXIWAY. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 101 AND STATE HIGHWAY 105, WHICH IS LOCATED IN THE NORTH SECTION OF RAYMOND, GO WEST ALONG STATE HIGHWAY 105 FOR 7.3 KM (4.55 MI) TO A GRAVEL CROSSROADS (AIRPORT ROAD) TURN LEFT AND GO WESTERLY ALONG THE GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO A SMALL HOUSE ON THE RIGHT AND THE AIRPORT PARKING AREA. CONTINUE EASTERLY ALONG THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE POINT WHERE THE GRAVEL ROAD LEADS INTO THE ASPHALT EAST-WEST TAXIWAY. (THE 1024 METER POINT IS 0.4 KM (0.25 MI) EAST ALONG THE TAXIWAY.) TURN RIGHT AND GO WEST ALONG THE TAXIWAY FOR 0.2 KM (0.15 MI) TO THE 430 METER POINT ON THE LEFT. CONTINUE WEST ALONG THE TAXIWAY FOR 0.2 KM (0.15 MI) TO THE 150 METER POINT ON THE LEFT. CONTINUE WEST ALONG THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE 300 FOOT POINT WHICH IS SET IN THE TAXIWAY. THE 0 METER POINT IS SET IN A GRASS AREA 300 FEET NORTHWEST OF THE 300 FOOT POINT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT CONSISTS OF THE 0, 150, 430 AND THE 1024 METER POINTS. THERE IS A DISK SET AT 100 FEET, 200 FEET AND AT 300 FEET SOUTHEAST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTERS OF THE 100, 200, AND 300 FOOT TAPING DISKS MEASURED 100.01 FT (30.483 M), 199.91 FT (60.933 M), AND 299.89 FT (91.406 M), RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS MEASURED 100.00 FT (30.480 M), 200.00 FT (60.960 M), AND 300.00 FT (91.440 M), RESPECTIVELY. ALL THE MONUMENTS ARE SET ON LINE IN THE GRASS MEDIAN APPROXIMATELY INBETWEEN THE RUNWAY AND TAXIWAY. THE 1024 METER POINT HAS AN NGS WITNESS POST NEARBY. ALL THE DISKS EXCEPT THE 100, 200, AND 300 FOOT DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS, NOT STAMPED AND SET IN THE TOP OF ROUND CONCRETE MONUMENTS. THE 0, 150, AND 430 METER POINT MONUMENTS MEASURE ABOUT 61 CM (24.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THE 1024 METER POINT MONUMENT MEASURES ABOUT 41 CM (16.0 IN) IN DIAMETER AND PROJECTS ABOUT 15 CM (6.0 IN) ABOVE THE GROUND. THE 100, 200, AND 300 FOOT POINT DISKS ARE PLAIN BRASS DISKS, NOT STAMPED WHICH MEASURE ABOUT 8 CM (3.0 IN) IN DIAMETER AND SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 61 CM (24.0 IN) IN DIAMETER. THE 100 AND 200 FOOT POINT MONUMENTS ARE SET FLUSH WITH THE GROUND. THE 300 FOOT POINT MONUMENT IS SET IN THE ASPHALT OF THE TAXIWAY, SLIGHTLY ABOVE THE LEVEL OF THE TAXIWAY. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 61 CM (24.0 IN) FLUSH WITH THE GROUND LOCATED ABOUT 93.3 M (306 FT) NW FROM THE CENTER OF ASPHALT TAXIWAY AND 1.5 M (4.9 FT) SE FROM A BARBED WIRE FENCE. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 61 CM (24.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.4 M (37.4 FT) SSW FROM THE CENTER OF THE ASPHALT TAXIWAY. THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 61 CM (24.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 61.0 M (200 FT) SSW FROM THE AIRPORT WINDSOCK. THE 1024 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM (16.0 IN) IN DIAMETER PROJECTING 15 CM (6.0 IN) ABOVE THE GROUND LOCATED ABOUT 41.1 M (135 FT) SE FROM THE CENTER OF THE ASPHALT TAXIWAY, 37.5 M (123 FT) E FROM THE NORTHEAST CORNER OF RUNWAY, AND 3.0 M (9.8 FT) NW FROM A NGS WITNESS POST. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE DEPARTMENT OF PUBLIC WORKS OF PACIFIC COUNTY. FOR FURTHER INFORMATION CONTACT JOHN BAY, OFFICE ENGINEER, PACIFIC COUNTY COURTHOUSE, P.O. BOX 66, SOUTH BEND, WASHINGTON 98586, TELEPHONE 206-875-6541. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471221 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SAND POINT WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 KING 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 6.818 150 7.666 149.9830 149.9854 0.1 0 6.818 430 6.624 430.0136 430.0136 0.5 0 6.818 1058 11.914 1058.1754 1058.1876 0.7 150 7.666 430 6.624 280.0307 280.0326 0.5 150 7.666 1058 11.914 908.1924 908.2023 0.7 430 6.624 1058 11.914 628.1616 628.1839 0.5 DESCRIPTION OF SAND POINT BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED IN THE NORTHEAST SECTION OF SEATTLE, ON THE WEST SIDE OF LAKE WASHINGTON AND AT THE WARREN G. MAGNUSUN PARK, EAST OF SAND POINT NAVAL STATION. TO REACH THE BASE LINE FROM THE WEST ENTRANCE TO NOAA'S WESTERN REGIONAL CENTER (WHICH IS LOCATED IN THE NORTHEAST SECTION OF SEATTLE), GO SOUTHERLY ALONG SAND POINT WAY NORTHEAST FOR 1.2 KM (0.75 MI) TO THE WEST ENTRANCE (AT NE 65TH STREET) TO THE WARREN G. MAGNUSUN PARK. TURN LEFT AND GO EAST ALONG A PAVED ROAD FOR 0.8 KM (0.5 MI) TO A Y-ROAD JUNCTION. CONTINUE EASTERLY ALONG PAVED ROAD FOR 0.1 KM (0.05 MI) TO A SIDE ROAD RIGHT AND THE ENTRANCE TO A PARKING LOT. TURN RIGHT AND GO SOUTH THRU THE PARKING LOT FOR 0.1 KM (0.05 MI) TO A LARGE GRASS ISLAND ON THE LEFT AND THE 150 METER POINT WHICH IS SET IN THE APPROXIMATE CENTER OF THE ISLAND. THE 0 METER POINT IS 150 METERS SOUTH-SOUTHEAST OF THE 150 METER POINT AND CLOSE TO THE WATER'S EDGE OF LAKE WASHINGTON. (NOTE---ACCESS TO THE 0 AND 1058 METER POINTS VIA MOTOR VEHICLES IS CONTINGENT ON NOTIFYING THE SEATTLE DEPARTMENT OF PARKS AND RECREATION TO REMOVE ROAD BARRICADES.) 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 1058 METER POINTS. THERE IS A DISK SET 100 FEET SOUTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE HORIZONTAL DISTANCES FROM 0 TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.87 FT (30.441 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M). ALL THE DISKS 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 46 CM (18.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THERE ARE TRIPOD FOOT PIPES SET IN CONCRETE AT ALL MONUMENTS. THE 430 AND 1058 METER POINTS HAVE NGS WITNESS POSTS NEARBY. THE BASE LINE IS SET IN THE APPROXIMATE EAST-WEST CENTER OF THE PARK AND RUNS THE APPROXIMATE NORTH-SOUTH LENGTH OF THE PARK. THE 0 METER POINT IS SET NEAR THE WATER'S EDGE OF LAKE WASHINGTON AT THE SOUTH END OF THE PARK. THE 1058 METER POINT IS SET NEAR THE NORTH BOUNDARY OF THE PARK AND ON THE NORTH SIDE OF A BALL FIELD. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 23.9 M (78.4 FT) N FROM THE NORTHWEST CORNER OF A SMALL SLAB OF CONCRETE SURROUNDING AN UNDERGROUND PUMP, 21.0 M (69.0 FT) NNW FROM A SEA WALL AND WATER'S EDGE OF LAKE WASHINGTON, AND 16.9 M (55.5 FT) SSE FROM THE CENTER OF A PAVED ROAD. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.7 M (38.4 FT) W FROM THE EAST MOST POINT OF A LARGE PARKING LOT ISLAND AND 4.0 M (13.0 FT) ENE FROM THE SOUTHWEST SIDE OF PARKING LOT ISLAND. THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 61.0 M (ABOUT 200 FT) W FROM THE APPROXIMATE CENTER OF A T-ROAD JUNCTION AND 46.0 M (ABOUT 150 FT) ENE FROM THE NORTHEAST CORNER OF A CHAINLINK FENCE. THE 1058 METER POINT IS A STANDARD NGS DISK STAMPED---1058 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 41.1 M (ABOUT 135 FT) NE FROM THE NORTHEAST CORNER OF A LARGE SLAB OF ASPHALT AND THE EAST END OF A CHAIN LINK FENCE, 36.6 M (ABOUT 120 FT) SSE FROM A CHAINLINK FENCE, AND 1.3 M (4.4 FT) SSE FROM A NGS WITNESS POST. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NOAA, THE SEATTLE DEPARTMENT OF PARKS AND RECREATION, AND THE SEATTLE CITY LIGHT COMPANY. FOR FURTHER INFORMATION, CONTACT MR. RICHARD MEYER, U.S. DEPARTMENT OF COMMERCE, NOAA, NOS, 1801 FAIRVIEW AVENUE EAST, SEATTLE, WASHINGTON, 98102, TELEPHONE 206-442-7657. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471221 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SAND POINT CBL WASHINGTON SILVER SPRING MD 20910 - FEBRUARY 24, 2003 PROJECT ACCESSION NUMBER: 15480 KING COUNTY NEAREST TOWN: SEATTLE LIST OF ADJUSTED DISTANCES (FEBRUARY 12, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0.00 1982 6.818 150 1982 7.666 149.9814 149.9838 .1 0.00 1982 6.818 430 1982 6.624 430.0101 430.0101 .1 0.00 1982 6.818 1058 1982 11.914 1058.1713 1058.1835 .2 150 1982 7.666 430 1982 6.624 280.0287 280.0307 .1 150 1982 7.666 1058 1982 11.914 908.1899 908.1998 .1 430 1982 6.624 1058 1982 11.914 628.1610 628.1832 .1 DESCRIPTION OF SAND POINT BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 2002 LATITUDE: 47 40 26 LONGITUDE: 122 15 06 AZIMUTH: 348 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED IN THE NORTHEAST SECTION OF SEATTLE, ON THE WEST SIDE OF LAKE WASHINGTON AND AT THE WARREN G. MAGNUSUN PARK, EAST OF SAND POINT NAVAL STATION. 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 1058 METER POINTS. THERE IS A DISK SET 100 FEET SOUTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE HORIZONTAL DISTANCES FROM 0 TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.87 FT (30.441 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M). TO REACH THE BASE LINE FROM THE WEST ENTRANCE TO NOAA'S WESTERN REGIONAL CENTER (WHICH IS LOCATED IN THE NORTHEAST SECTION OF SEATTLE), GO SOUTHERLY ALONG SAND POINT WAY NORTHEAST FOR 1.2 KM (0.75 MI) TO THE WEST ENTRANCE (AT NE 65TH STREET) TO THE WARREN G. MAGNUSUN PARK. TURN LEFT AND GO EAST ALONG A PAVED ROAD FOR 0.8 KM (0.5 MI) TO A Y-ROAD JUNCTION. CONTINUE EASTERLY ALONG PAVED ROAD FOR 0.1 KM (0.05 MI) TO A SIDE ROAD RIGHT AND THE ENTRANCE TO A PARKING LOT. TURN RIGHT AND GO SOUTH THRU THE PARKING LOT FOR 0.1 KM (0.05 MI) TO A LARGE GRASS ISLAND ON THE LEFT AND THE 150 METER POINT WHICH IS SET IN THE APPROXIMATE CENTER OF THE ISLAND. THE 0 METER POINT IS 150 METERS SOUTH-SOUTHEAST OF THE 150 METER POINT AND CLOSE TO THE WATER'S EDGE OF LAKE WASHINGTON. (NOTE---ACCESS TO THE 0 AND 1058 METER POINTS VIA MOTOR VEHICLES IS CONTINGENT ON NOTIFYING THE SEATTLE DEPARTMENT OF PARKS AND RECREATION TO REMOVE ROAD BARRICADES.) ALL THE DISKS 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 46 CM (18.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND. THERE ARE TRIPOD FOOT PIPES SET IN CONCRETE AT ALL MONUMENTS. THE 430 AND 1058 METER POINTS HAVE NGS WITNESS POSTS NEARBY. THE BASE LINE IS SET IN THE APPROXIMATE EAST-WEST CENTER OF THE PARK AND RUNS THE APPROXIMATE NORTH-SOUTH LENGTH OF THE PARK. THE 0 METER POINT IS SET NEAR THE WATER'S EDGE OF LAKE WASHINGTON AT THE SOUTH END OF THE PARK. THE 1058 METER POINT IS SET NEAR THE NORTH BOUNDARY OF THE PARK AND ON THE NORTH SIDE OF A BALL FIELD. THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0.00 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND SURFACE. IT IS LOCATED 23.9 M (78.4 FT) N FROM THE NORTHWEST CORNER OF A SMALL SLAB OF CONCRETE SURROUNDING AN UNDERGROUND PUMP, 21.0 M (69.0 FT) NNW FROM A SEA WALL AND WATER'S EDGE OF LAKE WASHINGTON, AND 16.9 M (55.5 FT) SSE FROM THE CENTER OF A PAVED ROAD. THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND SURFACE. IT IS LOCATED 11.7 M (38.4 FT) WEST FROM THE EAST MOST POINT OF A LARGE PARKING LOT ISLAND AND 4.0 M (13.0 FT) EAST-NORTHEAST FROM THE SOUTHWEST SIDE OF PARKING LOT ISLAND. 1THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND SURFACE. IT IS LOCATED 61.0 M (ABOUT 200 FT) WEST FROM THE APPROXIMATE CENTER OF A T-ROAD JUNCTION AND 46.0 M (ABOUT 150 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A CHAINLINK FENCE. THE 1058 METER POINT IS A STANDARD NGS DISK STAMPED "1058 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND SURFACE. IT IS LOCATED 41.1 M (ABOUT 135 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A LARGE SLAB OF ASPHALT AND THE EAST END OF A CHAIN LINK FENCE, 36.6 M (ABOUT 120 FT) SOUTH-SOUTHEAST FROM A CHAINLINK FENCE, AND 1.3 M (4.4 FT) SOUTH-SOUTHEAST FROM A NGS 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 NOAA, THE SEATTLE DEPARTMENT OF PARKS AND RECREATION, AND THE SEATTLE CITY LIGHT COMPANY. FOR FURTHER INFORMATION, CONTACT MR. RICHARD MEYER, U.S. DEPARTMENT OF COMMERCE, NOAA, NOS, 1801 FAIRVIEW AVENUE EAST, SEATTLE, WASHINGTON, 98102, TELEPHONE 206-442-7657. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471221 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SEATTLE WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 KING COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 29,1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 4.16 150 4.09 150.0007 150.0007 0.3 0 4.16 800 3.34 800.0101 800.0105 0.5 0 4.16 RR BOEING 4.93 1494.4752 1494.4754 0.7 150 4.09 800 3.34 650.0095 650.0099 0.4 150 4.09 RR BOEING 4.93 1344.4746 1344.4748 0.6 800 3.34 RR BOEING 4.93 694.4650 694.4668 0.4 DESCRIPTION OF SEATTLE BASE LINE YEAR MEASURED: 1976 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ON THE WEST SIDE OF BOEING FIELD (KING COUNTY AIRPORT), ON THE SOUTH SIDE OF SEATTLE AND 2 MILES NORTH OF EXIT 158 OF INTERSTATE HIGHWAY 5. TO REACH THE 0 METER POINT FROM THE AIRPORT CONTROL TOWER, GO EAST THRU A GATE OF A CHAIN-LINK FENCE TO A TAXIWAY. TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE TAXIWAY FOR ABOUT 400 FEET TO THE MARK AS DESCRIBED. THE 0 METER POINT IS 33.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STORM SEWER DRAINAGE GRATE, 30.6 FEET EAST OF A CHAIN-LINK FENCE AND 0.5 FEET EAST OF THE WEST EDGE OF THE TAXIWAY. THE 0 AND 150 METER POINTS ARE PLAIN DISKS SET IN CONCRETE IN THE TAXIWAY FLUSH WITH THE SURFACE AND HAVE NO STAMPING ON THEM. THE 800 METER POINT IS A PLAIN DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND HAS NO STAMPING. THE 1500 METER POINT IS A STANDARD NGS TRAVERSE STATION DISK SET IN CONCRETE IN THE TAXIWAY AND IS STAMPED RR BOEING 1971. THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1500 METER POINTS. THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. IT IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. THE BASE LINE RUNS ALONG THE WEST SIDE OF THE TAXIWAY ABOUT 0.5 FEET EAST OF THE WEST EDGE. RECOVERY 1980 - THE 1500 METER POINT HAS BEEN DISTURBED, REMAINDER OF BASE LINE IN GOOD CONDITION. PERMISSION TO USE THE BASE LINE CAN BE OBTAINED FROM THE AIRPORT SECURITY, OR AT THE CONTROL TOWER, PHONE NUMBER 344-7392. FOR FURTHER INFORMATION CONTACT MR. DENNIS A. WEGENAST AT 1801 FAIRVIEW AVENUE IN SEATTLE, WASHINGTON 98102. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471171 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SPOKANE WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 SPOKANE COUNTY LIST OF ADJUSTED DISTANCES (JULY 30, 1986) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 594.000 150 594.015 149.9933 149.9933 0.1 0 594.000 410 593.825 410.0060 410.0061 0.3 0 594.000 1060 597.896 1060.0147 1060.0218 0.4 150 594.015 410 593.825 260.0128 260.0128 0.3 150 594.015 1060 597.896 910.0214 910.0296 0.4 410 593.825 1060 597.896 650.0085 650.0213 0.3 DESCRIPTION OF SPOKANE BASE LINE YEAR MEASURED: 1986 CHIEF OF PARTY: JNL THE BASE LINE IS LOCATED 8.8 KM (5.5 MI) NORTHEAST OF DOWNTOWN SPOKANE AT FELTS FIELD AIRPORT. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND SPRAGUE AVENUE, HEAD WEST ON SPRAGUE AVENUE FOR 0.3 KM (0.2 MI) TO FANCHER ROAD. TURN RIGHT AND GO NORTH FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF FANCHER ROAD AND TRENT ROAD. TURN LEFT ON TRENT ROAD, HEADING WEST, FOR 1.1 KM (0.7 MI) TO WATERWORKS STREET. TURN RIGHT AND GO NORTH FOR 0.8 KM (0.5 MI) WHERE YOU WILL GO THRU AN OPEN GATE. AS YOU PASS THRU THE GATE THE ROAD WILL CURVE TO THE NNE, CONTINUE STRAIGHT AHEAD FOR 0.2 KM (0.1 MI) TO THE FIRST GRAVEL ROAD ON THE RIGHT. TURN RIGHT ONTO THE GRAVEL ROAD AND FOLLOW IT FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. CONTINUE STRAIGHT AHEAD, NNE, FOR 30 M (100 FT) TO THE 100 FOOT POINT, CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO THE 410 METER POINT, CONTINUE NNE, GOING STRAIGHT, FOR 0.6 KM (0.4 MI) TO THE 1060 METER POINT. THE BASE LINE IS A SOUTH-SOUTHWEST TO NORTH-NORTHEAST LINE WITH THE 0 METER POINT ON THE SOUTH-SOUTHWEST END. IT IS MADE UP OF MARKS AT THE 0, 150, 410, AND 1060 METER POINTS. ALL MARKS ARE SET ON LINE AND FLUSH WITH THE GROUND. ALL MARKS ARE STANDARD NGS BASE LINE DISKS. THE 100 FT. POINT IS 30 M (100 FT) NORTH-NORTHEAST OF THE 0 METER POINT. THE 0 METER POINT IS STAMPED---0---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 47 CM (18.5 IN) IN DIAMETER LOCATED 5.5 M (18.0 FT) NW FROM THE CENTERLINE OF THE GRAVEL ROAD AND 0.6 M (0.2 FT) SE OF THE WITNESS POST. THE 150 METER POINT IS STAMPED---150---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (13.7 IN) IN DIAMETER LOCATED 5.5 M (18.0 FT) NW FROM THE CENTERLINE OF THE GRAVEL ROAD AND 0.5 M (1.5 FT) SE FROM THE WITNESS POST. THE 410 METER POINT IS STAMPED---410---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (13.7 IN) IN DIAMETER LOCATED 6.7 M (22.0 FT) NW FROM THE CENTERLINE OF THE GRAVEL ROAD AND 1.0 M (3.3 FT) SE FROM THE WITNESS POST. THE 1060 METER POINT IS STAMPED---1060---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 47 CM (18.5 IN) IN DIAMETER LOCATED 37.4 M (124.3 FT) SE FROM THE CENTERLINE OF THE GRAVEL ROAD AND 1.1 M (3.7 FT) NW OF THE WITNESS POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, INLAND EMPIRE CHAPTER AND THOMPSON LAND SURVEYORS, EAST 113 MAGNESIUM ROAD, SUITE C, SPOKANE, WASHINGTON 99208. TELEPHONE (509) 466-7241. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451211 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DALLES WASHINGTON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15480 KLICKITAT COUNTY NEAREST TOWN: THE DALLES OREGON LIST OF ADJUSTED DISTANCES (SEPTEMBER 4, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 80.000 150 80.894 150.0025 150.0052 0.1 0 80.000 440 89.487 439.9994 440.1016 0.6 0 80.000 1170 114.821 1169.9662 1170.4842 0.8 150 80.894 440 89.487 289.9968 290.1241 0.6 150 80.894 1170 114.821 1019.9633 1020.5274 0.8 440 89.487 1170 114.821 729.9665 730.4060 0.5 DESCRIPTION OF DALLES BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 6.0 KM (3.75 MI) NORTH OF THE DALLES, OREGON, 4.3 KM (2.7 MI) NORTH OF INTERSTATE 84, 3.2 KM (2.0 MI) NORTH OF THE OREGON-WASH-INGTON STATE BORDER, AND ALONG THE WEST EDGE RIGHT OF WAY OF U.S.ROUTE 197. THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 METER POINT LOCATED ON SOUTH END. THE CBL CONSISTS OF THE 0, 150, 440, AND THE 1170 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE WEST EDGE OF U.S.ROUTE 197. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 84 AND U.S.ROUTE 197 EXIT 87, GO NORTH ON U.S.ROUTE 197 1.1 KM (0.7 MI) ONTO THE DALLES BRIDGE OVER THE COLUMBIA RIVER TO THE OREGON-WASHINGTON STATE BORDER. CONTINUE STRAIGHT FOR 3.2 KM (2.0 MI) JUST PAST A SIDE ROAD LEFT TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "0 1986", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE GROUND, 1.0 METERS (3.3 FT) EAST OF A WITNESS POST, 6.5 METERS (21.5 FT) EAST OF A RIGHT OF WAY FENCE, 16.1 METERS (52.8 FT) WEST OF THE CENTERLINE OF U.S.ROUTE 197, AND 111.3 METERS (365 FT) NORTH OF THE CENTERLINE OF A PAVED SIDE ROAD. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "150 1986", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECT-ING 5 CM (2 IN) ABOVE THE GROUND, 1.0 METERS (3.3 FT) EAST OF A WITNESS POST, 6.3 METERS (20.7 FT) EAST OF A RIGHT OF WAY FENCE, AND 16.4 METERS (53.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197. THE 440 METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISC, STAMPED "440 1986", SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METERS (3.3 FT) EAST OF A WITNESS POST, 6.1 METERS (20.0 FT) EAST OF A RIGHT OF WAY FENCE, AND 16.7 METERS (54.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197. THE 1170 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "1170 1986", 1.0 METERS (3.3 FT) EAST OF A WITNESS POST, 5.8 METERS (19.0 FT) EAST OF A RIGHT OF WAY FENCE, 17.1 METERS (56.1 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197, AND 160 METERS (525 FT) SOUTH OF THE JUNCTION OF U.S. ROUTE 197 AND WASHINGTON STATE ROUTE 14. USER NOTES: TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN WHILE USING THE BASE LINE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON HIGHWAY DIVISION, OREGON D.O.T., AND THE WASHINGTON D.O.T. FOR MORE INFORMATION, PLEASE CONTACT MR. REID MERITT, OREGON HIGHWAY DIVISION, OREGON D.O.T., 3313 NE FRONTAGE ROAD, THE DALLES, OREGON, 97058, TELEPHONE 503-296-2800. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451211 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: THE DALLES CBL WASHINGTON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15480 KLICKITAT COUNTY NEAREST TOWN: THE DALLES LIST OF ADJUSTED DISTANCES (January 22, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1986 80.000 150 1986 80.894 149.9980 150.0006 0.1 0 1986 80.000 440 1986 89.487 439.9958 440.0981 0.1 0 1986 80.000 1170 1986 114.821 1169.9611 1170.4791 0.2 150 1986 80.894 440 1986 89.487 289.9978 290.1251 0.1 150 1986 80.894 1170 1986 114.821 1019.9628 1020.5269 0.1 440 1986 89.487 1170 1986 114.821 729.9649 730.4044 0.1 DESCRIPTION OF: THE DALLES BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2000 LATITUDE: 45 38 14 LONGITUDE: 121 09 14 AZIMUTH: 334 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED 6.0 KM (3.75 MI) NORTH OF THE DALLES, OREGON, 4.3 KM (2.7 MI) NORTH OF INTERSTATE 84, 3.2 KM (2.0 MI) NORTH OF THE OREGON-WASHINGTON STATE BORDER, AND ALONG THE WEST EDGE RIGHT OF WAY OF U.S. ROUTE 197. THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 METER POINT LOCATED ON SOUTH END. THE CBL CONSISTS OF THE 0, 150, 440, AND THE 1170 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE WEST EDGE OF U.S. ROUTE 197. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 84 AND U.S. ROUTE 197 EXIT 87, GO NORTH ON U.S. ROUTE 197 1.1 KM (0.7 MI) ONTO THE DALLES BRIDGE OVER THE COLUMBIA RIVER TO THE OREGON-WASHINGTON STATE BORDER. CONTINUE STRAIGHT FOR 3.2 KM (2.0 MI) JUST PAST A SIDE ROAD LEFT TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "0 1986", SET IN THE TOP OF A ROUND 45 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE GROUND. IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 6.5 M (21.5 FT) EAST OF A RIGHT OF WAY FENCE, 16.1 M (52.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197, AND 111.3 M (365 FT) NORTH OF THE CENTERLINE OF A PAVED SIDE ROAD. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "150 1986", SET IN THE TOP OF A ROUND 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE GROUND. IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 6.3 M (20.7 FT) EAST OF A RIGHT OF WAY FENCE, AND 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197. THE 440 METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "440 1986", SET IN THE TOP OF A ROUND 60 CM (24 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 6.1 M (20.0 FT) EAST OF A RIGHT OF WAY FENCE, 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197 AND 24.0 M (78.7 FT) NORTHWEST OF THE WEST END OF A 60 CM (24.0 IN) CONCRETE CULVERT PIPE UNDER THE HIGHWAY. THE 1170 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1170 1986", SET IN THE TOP OF A ROUND 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 5.8 M (19.0 FT) EAST OF A RIGHT OF WAY FENCE, 17.1 M (56.1 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197, AND 160 M (525 FT) SOUTH OF THE JUNCTION OF U.S. ROUTE 197 AND WASHINGTON STATE ROUTE 14. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH OREGON DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, PHONE 503-986-3103. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461192 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TRI-CITIES WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 BENTON COUNTY LIST OF ADJUSTED DISTANCES (AUGUST 30,1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 128.016 150 126.758 149.9940 149.9993 0.1 0 128.016 430 126.917 430.0091 430.0105 0.5 0 128.016 1020 131.098 1020.0151 1020.0198 0.7 150 126.758 430 126.917 280.0151 280.0151 0.5 150 126.758 1020 131.098 870.0210 870.0318 0.7 430 126.917 1020 131.098 590.0058 590.0206 0.5 DESCRIPTION OF TRI-CITIES BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF RICHLAND, IN THE SOUTHEAST SECTION OF THE UNITED STATES DEPARTMENT OF ENERGY'S HANFORD SITE AND IS SET EAST OF AND APPROXIMATELY PARALLEL TO A DIRT ROAD. TO REACH THE BASE LINE FROM THE Y-ROAD JUNCTION OF STATE HIGHWAY 240 AND STEVENS DRIVE, WHICH IS LOCATED IN THE NORTHWEST SECTION OF RICHLAND, GO NORTHWESTERLY ALONG STEVENS DRIVE FOR 6.1 KM (3.8 MI) TO THE ENTRANCE TO THE UNITED STATES DEPARTMENT OF ENERGY'S HANFORD SITE. (NOTE---NO CLEARANCES, PASSES, ESCORTS, ETC. ARE NEEDED TO PROCEED FROM THIS POINT TO THE BASE LINE.) CONTINUE NORTHWESTERLY ALONG A PAVED FOUR LANE ROAD FOR 8.7 KM (5.4 MI) TO A DIRT ROAD ON THE LEFT, WHICH IS JUST EAST OF THE ENTRANCES TO SOME SITE FACILITIES. TURN LEFT AND GO SOUTHERLY ALONG THE DIRT ROAD FOR 0.3 KM (0.2 MI) TO THE 0 METER POINT ON THE LEFT. CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE LEFT. CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.2 KM (0.15 MI) TO THE 430 METER POINT ON THE LEFT. CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.6 KM (0.35 MI) TO THE 1020 METER POINT ON THE LEFT, WHICH IS SET ON TOP OF A SMALL HILL. 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 1020 METER PIONTS. THERE IS A DISK 100 FEET WEST-SOUTHWEST OF THE 150 METER POINT TO BE USED FOR TAPE CALIBRATION. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND, LOCATED 6.28 M (20.6 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 1.2 M (3.8 FT) WNW FROM A WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND, LOCATED 7.3 M (24.0 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 0.9 M (2.9 FT) NW FROM A WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE GROUND, LOCATED 11.7 M (38.5 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 0.9 M (2.9 FT) NNW FROM A WITNESS POST. THE 1020 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE GROUND, LOCATED 35.1 M (ABOUT 115 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 1.0 M (3.4 FT) W FROM A WITNESS POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR FURTHER INFORMATION CONTACT MR. JAMES J. PAHL, SURVEY MANAGER, KAISER ENGINEERS, P.O. BOX 888, RICHLAND, WASHINGTON 99352, 509-373-2762. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461192 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: TRI-CITIES CBL WASHINGTON SILVER SPRING MD 20910 - FEBRUARY 24, 2003 PROJECT ACCESSION NUMBER: 15480 BENTON COUNTY NEAREST TOWN: RICHLAND LIST OF ADJUSTED DISTANCES (FEBRUARY 12, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 128.016 150 126.758 149.9915 149.9968 .1 0 128.016 430 126.917 430.0063 430.0077 .2 0 128.016 1020 131.098 1020.0099 1020.0145 .2 150 126.758 430 126.917 280.0147 280.0148 .1 150 126.758 1020 131.098 870.0182 870.0290 .2 430 126.917 1020 131.098 590.0034 590.0182 .1 DESCRIPTION OF TRI-CITIES BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 2002 LATITUDE: 46 25 49.1 LONGITUDE: 119 19 33.1 AZIMUTH: 215 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF RICHLAND, IN THE SOUTHEAST SECTION OF THE UNITED STATES DEPARTMENT OF ENERGY'S HANFORD SITE AND IS SET EAST OF AND APPROXIMATELY PARALLEL TO A DIRT ROAD. 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 1020 METER PIONTS. THERE IS A DISK 100 FEET WEST- SOUTHWEST OF THE 150 METER POINT TO BE USED FOR TAPE CALIBRATION. TO REACH THE BASE LINE FROM THE Y-ROAD JUNCTION OF STATE HIGHWAY 240 AND STEVENS DRIVE, WHICH IS LOCATED IN THE NORTHWEST SECTION OF RICHLAND, GO NORTHWESTERLY ALONG STEVENS DRIVE FOR 6.1 KM (3.8 MI) TO THE ENTRANCE TO THE UNITED STATES DEPARTMENT OF ENERGY'S HANFORD SITE. (NOTE---NO CLEARANCES, PASSES, ESCORTS, ETC. ARE NEEDED TO PROCEED FROM THIS POINT TO THE BASE LINE.) CONTINUE NORTHWESTERLY ALONG A PAVED FOUR LANE ROAD FOR 8.7 KM (5.4 MI) TO A DIRT ROAD ON THE LEFT, WHICH IS JUST EAST OF THE ENTRANCES TO SOME SITE FACILITIES. TURN LEFT AND GO SOUTHERLY ALONG THE DIRT ROAD FOR 0.3 KM (0.2 MI) TO THE 0 METER POINT ON THE LEFT. CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE LEFT. CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.2 KM (0.15 MI) TO THE 430 METER POINT ON THE LEFT. CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.6 KM (0.35 MI) TO THE 1020 METER POINT ON THE LEFT, WHICH IS SET ON TOP OF A SMALL HILL. THE 0 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS LOCATED 6.28 M (20.6 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 1.2 M (3.8 FT) WEST-NORTHWEST FROM A WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS LOCATED 7.3 M (24.0 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 0.9 M (2.9 FT) NORHTWEST FROM A WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS LOCATED 11.7 M (38.5 FT) ESE FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 0.9 M (2.9 FT) NORTH-NORTHWEST FROM A WITNESS POST. THE 1020 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS LOCATED 35.1 M (ABOUT 115 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF A DIRT ROAD AND 1.0 M (3.4 FT) WEST FROM A 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 LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR FURTHER INFORMATION CONTACT MR. JAMES J. PAHL, SURVEY MANAGER, KAISER ENGINEERS, P.O. BOX 888, RICHLAND, WASHINGTON 99352, 509-373-2762. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451224 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: VANCOUVER WASHINGTON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15480 CLARK COUNTY NEAREST TOWN: VANCOUVER LIST OF ADJUSTED DISTANCES (AUGUST 14, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 6.000 150 5.831 149.9905 149.9905 0.1 0 6.000 430 5.517 430.0001 430.0003 0.4 0 6.000 1100 5.269 1100.0108 1100.0110 0.6 150 5.831 430 5.517 280.0096 280.0098 0.4 150 5.831 1100 5.269 950.0203 950.0205 0.6 430 5.517 1100 5.269 670.0107 670.0107 0.4 DESCRIPTION OF VANCOUVER BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 8.0 KM (5.0 MI) WEST-NORTHWEST OF VANCOUVER, 8.0 KM (5.0 MI) WEST OF THE JUNCTION OF INTERSTATE 5 AND FOURTH PLAIN BLVD. (STATE ROUTE 501), ON THE WEST SIDE OF VANCOUVER LAKE, AND ALONG THE WEST SIDE RIGHT OF WAY OF STATE ROUTE 501. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 5 AND FOURTH PLAIN BLVD. (STATE ROUTE 501, EXIT 1D), GO WEST ON FOURTH PLAIN BLVD. (STATE ROUTE 501) FOR 2.4 KM (1.5 MI) TO A SIDE ROAD RIGHT AND A TRAFFIC SIGNAL, FRUIT VALLEY ROAD. CONTINUE STRAIGHT AND GO WEST AND THEN NORTH ON STATE ROUTE 501 FOR 5.8 KM (3.6 MI) TO A "Y". STAY RIGHT AND GO NORTH FOR 0.32 KM (0.2 MI) ON STATE ROUTE 501 TO THE 0 METER POINT ON THE LEFT. THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 POINT AT THE SOUTH END. THE CBL IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND 1100 METER POINTS. ALL POINTS ARE SET ON LINE, WHICH RUNS PARALLEL TO STATE ROUTE 501, AND ALONG THE WEST SIDE RIGHT OF WAY. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK AND IS STAMPED "0 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER, WHICH IS FLUSH WITH THE GROUND, 4.3 METERS (14.1 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 11.2 METERS (36.7 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND STAMPED "150 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER, WHICH IS FLUSH WITH THE GROUND, 4.9 METERS (16.1 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 10.1 METERS (33.2 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND IS STAMPED "430 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER, WHICH IS FLUSH WITH THE GROUND, 5.4 METERS (17.7 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 10.0 METERS (32.8 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501. THE 1100 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND IS STAMPED "1100 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER, WHICH IS FLUSH WITH THE GROUND, 1.7 METERS (6.6 FT) EAST OF A WITNESS POST, 8.5 METERS (27.9 FT) SOUTH OF THE CENTERLINE OF A PAVED ENTRANCE PAD, AND 9.5 METERS (31.5 FT.) WEST OF THE CENTERLINE OF STATE ROUTE 501. USER NOTES: TRAFFIC SAFETY MEASURES SHOULD BE TAKEN WHILE USING CBL. ALSO, ALL THE DISKS HAVE A HAND PUNCHED, INSTEAD OF A FACTORY DRILLED, COLLIMATION POINT. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S.FOREST SERVICE, WASHIGTON D.O.T., CLARK COUNTY, CITY OF VANCOUVER, AND THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR MORE INFORMATION, CONTACT MR. DENNIS MOONIER, USFS, 319 S.W. PINE STREET, PORTLAND, OREGON, 97208, TELEPHONE 503-221-2796. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451224 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: VANCOUVER CBL WASHINGTON SILVER SPRING MD 20910 - FEBRUARY 24, 2003 PROJECT ACCESSION NUMBER: 15480 CLARK COUNTY NEAREST TOWN: VANCOUVER LIST OF ADJUSTED DISTANCES (FEBRUARY 12, 2003) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1987 6.000 150 1987 5.831 149.9879 149.9880 .2 0 1987 6.000 430 1987 5.517 429.9988 429.9991 .2 0 1987 6.000 1100 1987 5.269 1100.0052 1100.0054 .3 150 1987 5.831 430 1987 5.517 280.0109 280.0111 .2 150 1987 5.831 1100 1987 5.269 950.0172 950.0174 .2 430 1987 5.517 1100 1987 5.269 670.0063 670.0064 .2 DESCRIPTION OF VANCOUVER BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2002 LATITUDE: 45 40 19 LONGITUDE: 122 44 40 AZIMUTH: 000 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED 8.0 KM (5.0 MI) WEST-NORTHWEST OF VANCOUVER, 8.0 KM (5.0 MI) WEST OF THE JUNCTION OF INTERSTATE 5 AND FOURTH PLAIN BLVD. (STATE ROUTE 501), ON THE WEST SIDE OF VANCOUVER LAKE, AND ALONG THE WEST SIDE RIGHT OF WAY OF STATE ROUTE 501. THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 POINT AT THE SOUTH END. THE CBL IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND 1100 METER POINTS. ALL POINTS ARE SET ON LINE, WHICH RUNS PARALLEL TO STATE ROUTE 501, AND ALONG THE WEST SIDE RIGHT OF WAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 5 AND FOURTH PLAIN BLVD. (STATE ROUTE 501, EXIT 1D), GO WEST ON FOURTH PLAIN BLVD. (STATE ROUTE 501) FOR 2.4 KM (1.5 MI) TO A SIDE ROAD RIGHT AND A TRAFFIC SIGNAL, FRUIT VALLEY ROAD. CONTINUE STRAIGHT AND GO WEST AND THEN NORTH ON STATE ROUTE 501 FOR 5.8 KM (3.6 MI) TO A "Y". STAY RIGHT AND GO NORTH FOR 0.32 KM (0.2 MI) ON STATE ROUTE 501 TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK AND IS STAMPED "0 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4.3 METERS (14.1 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 11.2 METERS (36.7 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND STAMPED "150 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4.9 METERS (16.1 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 10.1 METERS (33.2 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND IS STAMPED "430 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 5.4 METERS (17.7 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 10.0 METERS (32.8 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501. THE 1100 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND IS STAMPED "1100 1987", SET IN THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 1.7 METERS (6.6 FT) EAST OF A WITNESS POST, 8.5 METERS (27.9 FT) SOUTH OF THE CENTERLINE OF A PAVED ENTRANCE PAD, AND 9.5 METERS (31.5 FT.) WEST OF THE CENTERLINE OF STATE ROUTE 501. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC SAFETY MEASURES SHOULD BE TAKEN WHILE USING CBL. ALSO, ALL THE DISKS HAVE A HAND PUNCHED, INSTEAD OF A FACTORY DRILLED, COLLIMATION POINT. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE, WASHINGTON D.O.T., CLARK COUNTY, CITY OF VANCOUVER, AND THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR MORE INFORMATION, CONTACT MR. DENNIS MOONIER, USFS, 319 S.W. PINE STREET, PORTLAND, OREGON, 97208, TELEPHONE 503-221-2796. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471202 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WENATCHEE WASHINGTON ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15480 DOUGLAS 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) 0 373.990 150 372.821 149.9867 149.9913 0.1 0 373.990 430 371.374 429.9938 430.0017 0.4 0 373.990 1280 370.698 1279.9908 1279.9950 0.6 150 372.821 430 371.374 280.0070 280.0108 0.4 150 372.821 1280 370.698 1130.0040 1130.0060 0.5 430 371.374 1280 370.698 849.9969 849.9972 0.4 DESCRIPTION OF WENATCHEE BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF WENATCHEE, 6.4 KM (4.0 MI) NORTHWEST OF ROCK ISLAND AND IS SOUTH OF AND APPROXIMATELY PARALLEL TO THE NORTH MOST TAXIWAY OF PANGBORN FIELD. THERE IS A VORTAC SOUTH OF THE BASE LINE. PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A GRAVEL ROAD. CONTINUE EASTERLY ALONG THE GRAVEL ROAD (WHICH LEADS BEHIND SOME AIRPORT BUILDINGS) FOR 0.1 KM (0.05 MI) TO A GATE AT A CHAINLINK FENCE. TURN RIGHT AND GO SOUTHERLY THRU THE GATE AND ALONG A RAMP AREA FOR 0.2 KM (0.1 MI) TO THE POINT WHERE THE RAMP LEADS INTO AN EAST-WEST TAXIWAY. TURN LEFT AND GO EASTERLY ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 430 METER POINT ON THE RIGHT. CONTINUE EASTERLY ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE EASTERLY ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS ABOUT 39.6 M (130.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF TAXIWAY. TO REACH THE 1280 METER POINT FROM THE POINT HWERE THE RAMP AREA LEADS INTO THE EAST-WEST TAXIWAY, TURN RIGHT AND GO WESTERLY ALONG THE TAXIWAY FOR 0.7 KM (0.45 MI) TO THE 1280 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 1280 METER POINTS. THERE IS A DISK SET AT 100 FEET, 200 FEET AND 300 FEET NORTHEAST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION. THE HORIZONTAL DISTANCE FROM 0 METER POINT TO THE CENTERS OF THE TAPING DISKS OF THE 100, 200, AND 300 FOOT TAPING DISKS MEASURED 100.02 FT (30.485 M), 200.02 FT (60.966 M), AND 299.95 FT (91.425 M), RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS MEASURED 100.00 FT (30.480 M), 200.00 FT (60.960 M), AND 300.00 FT (91.440 M), RESPECTIVELY. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 1.0 M (3.3 FT) WNW FROM AN NGS WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 2.5 CM (1.0 IN) ABOVE THE GROUND LOCATED 21.2 M (69.5 FT) SSW FROM THE APPROXIMATE CENTER OF EAST-WEST TAXIWAY, AND 0.9 M (2.8 FT) NE FROM AN NGS WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 2.5 CM (1.0 IN) ABOVE THE GROUND LOCATED 21.0.8 M (68.4 FT) SSW FROM THE APPROXIMATE CENTER OF EAST-WEST TAXIWAY, 17.2 M (56.5 FT) NNW FROM THE NORTHWEST EDGE EAST-WEST RUNWAY, AND 1.0 M (3.2 FT) NE FROM AN NGS WITNESS POST. INTERVISIBILITY BETWEEN METER POINTS 430 AND 1280 MIGHT BE CONTINGENT ON CUTTING BRUSH DUE TO A PROTUBERANCE IN THE GROUND. THE 1280 METER POINT IS A STANDAR NGS DISK NOT STAMZED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 22.6 M (74.0 FT) NNE FROM THE APPROXIMATE CENTER OF EAST-WEST TAXIWAY, 20.2 M (66.2 FT) SSW FROM THE APPROXIMATE CENTER OF EAST-WEST TAXIWAY, AND 1.4 M (4.6 FT) NNE FROM AN NGS WITNESS POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CENTRAL CHAPTER OF THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR FURTHER INFORMATION CONTACT MR. STEVEN D. JOHNSON, FOREST LAND SURVEYOR, WENATACHEE NATIONAL FOREST, NORTH TECHNICAL CENTER, 123 OHME GARDEN ROAD, WENATACHEE, WASHINGTON 98801, TELEPHONE 509-662-4201. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N471202 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WENATCHEE CBL WASHINGTON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15480 DOUGLAS COUNTY NEAREST TOWN: EAST WENATCHEE LIST OF ADJUSTED DISTANCES (January 22, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) O 373.990 150 372.821 149.9795 149.9841 0.2 O 373.990 430 371.374 429.9912 429.9991 0.2 O 373.990 1280 370.698 1279.9867 1279.9909 0.3 150 372.821 430 371.374 280.0116 280.0154 0.2 150 372.821 1280 370.698 1130.0070 1130.0090 0.2 430 371.374 1280 370.698 849.9953 849.9956 0.2 DESCRIPTION OF: WENATCHEE BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 2000 LATITUDE: 47 23 45 LONGITUDE: 120 12 01 AZIMUTH: 315 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF WENATCHEE, 5.5 KM (3.4 MI) NORTHWEST OF ROCK ISLAND AND IS SOUTHWEST OF AND PARALLEL TO THE NORTH MOST TAXIWAY OF PANGBORN FIELD. THERE IS A VORTAC SOUTHWEST OF THE BASE LINE. 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 1280 METER POINTS. THERE ARE TAPE CALIBRATION DISKS SET AT 100 FEET, 200 FEET AND 300 FEET NORTHEAST OF THE 0 METER POINT. THE HORIZONTAL DISTANCE FROM 0 METER POINT TO THE CENTERS OF THE TAPING DISKS OF THE 100, 200, AND 300 FOOT TAPING DISKS MEASURED 100.02 FT (30.485 M), 200.02 FT (60.966 M), AND 299.95 FT (91.425 M), RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS MEASURED 100.00 FT (30.480 M), 200.00 FT (60.960 M), AND 300.00 FT (91.440 M), RESPECTIVELY. NOTE: PERMISSION IS REQUIRED TO USE THIS BASE LINE. CONTACT COLIN "ARNIE" CLARKE, AIRPORT MANAGER, FOR PERMISSION AND ACCESS, TELEPHONE 509-884-2494. TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (NORTH FACE) OF THE MAIN TERMINAL TO PANGBORN FIELD, GO EASTERLY ALONG A PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A GRAVEL ROAD. CONTINUE EASTERLY ALONG THE GRAVEL ROAD (WHICH LEADS BEHIND SOME AIRPORT BUILDINGS) FOR 0.1 KM (0.05 MI) TO A GATE AT A CHAINLINK FENCE. TURN RIGHT AND GO SOUTHERLY THRU THE GATE AND ALONG A RAMP AREA FOR 0.2 KM (0.1 MI) TO THE POINT WHERE THE RAMP LEADS INTO AN EAST-WEST TAXIWAY. TURN LEFT AND GO EASTERLY ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 430 METER POINT ON THE RIGHT. CONTINUE EASTERLY ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE RIGHT. CONTINUE EASTERLY ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS ABOUT 39.6 M (130.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF TAXIWAY. TO REACH THE 1280 METER POINT FROM THE POINT WHERE THE RAMP AREA LEADS INTO THE EAST-WEST TAXIWAY, TURN RIGHT AND GO WESTERLY ALONG THE TAXIWAY FOR 0.7 KM (0.45 MI) TO THE 1280 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND. IT IS 39.6 M (130.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE TAXIWAY AND 1.0 M (3.3 FT) WEST NORTHWEST FROM AN NGS WITNESS POST. THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 2.5 CM (1.0 IN) ABOVE THE GROUND. IT IS 21.2 M (69.5 FT) SOUTH SOUTHWEST FROM THE APPROXIMATE CENTER OF EAST-WEST TAXIWAY, AND 0.9 M (2.8 FT) NORTHEAST FROM AN NGS WITNESS POST. THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER PROJECTING 2.5 CM (1.0 IN) ABOVE THE GROUND. IT IS 21.0.8 M (68.4 FT) SOUTH SOUTHWEST FROM THE APPROXIMATE CENTER OF EAST-WEST TAXIWAY, 17.2 M (56.5 FT) NORTH NORTHWEST FROM THE NORTHWEST EDGE EAST-WEST RUNWAY, AND 1.0 M (3.2 FT) NORTHEAST FROM AN NGS WITNESS POST. INTER-VISIBILITY BETWEEN THE 430 AND 1280 METER POINTS MAY REQUIRE CUTTING ON-LINE BRUSH DUE TO A PROTUBERANCE IN THE GROUND. 1THE 1280 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER FLUSH WITH THE GROUND. IT IS 22.6 M (74.0 FT) NORTH NORTHEAST FROM THE APPROXIMATE CENTER OF AN EAST-WEST TAXIWAY, 20.2 M (66.2 FT) SOUTH SOUTHWEST FROM THE APPROXIMATE CENTER OF A PARALLEL EAST-WEST TAXIWAY, AND 1.4 M (4.6 FT) NORTH NORTHEAST FROM AN NGS WITNESS POST. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE TAPE CALIBRATION POINTS WERE NOT RECOVERED AT THE TIME OF THESE MEASUREMENTS (2000) AND ARE PRESUMED DESTROYED. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CENTRAL CHAPTER OF THE LAND SURVEYORS ASSOCIATION OF WASHINGTON. FOR FURTHER INFORMATION CONTACT GREG LAZERTE, SURVEYOR, DOUGLAS COUNTY TRANSPORTATION AND LAND SERVICES, 470 NINTH STREET, NE, EAST WENATCHEE, WA. 98802, TELEPHONE: 509-884-9459. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461201 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: YAKIMA WASHINGTON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15480 YAKIMA COUNTY NEAREST TOWN: YAKIMA LIST OF ADJUSTED DISTANCES (SEPTEMBER 4, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 396.000 150 395.003 149.9746 149.9779 0.1 0 396.000 430 393.408 430.0034 430.0112 0.5 0 396.000 1200 389.012 1200.0095 1200.0299 0.7 150 395.003 430 393.408 280.0288 280.0334 0.5 150 395.003 1200 389.012 1050.0349 1050.0520 0.6 430 393.408 1200 389.012 770.0061 770.0187 0.4 DESCRIPTION OF YAKIMA BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 2.7 KM (1.7 MI) NORTHWEST OF GLEED, 14.4 KM (9.0 MI) NORTHWEST OF YAKIMA, AND 12.8 KM (8.0 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE 82 AND U.S.ROUTE 12 ALONG THE SOUTHWEST RIGHT OF WAY OF U.S.ROUTE 12. THE BASE LINE IS NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT AT THE NORTHWEST END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND THE 1200 METER POINTS. THERE IS ALSO TAPE CALIBRATION POINTS LOCATED AT 200 FEET AND 300 FEET SOUTHEAST OF THE 0 METER POINT. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLAEL TO THE SOUTHWEST EDGE OF THE EAST BOUND LANE OF U.S.ROUTE 12 AND ALONG THE RIGHT OF WAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 82 AND U.S.ROUTE 12, TAKE U.S.ROUTE 12 WEST AND GO NORTHWEST FOR 6.7 KM (4.2 MI) TO THE NACHEZ RIVER BRIDGE, CONTINUE STRAIGHT FOR 6.5 KM (4.1 MI) ON U.S.ROUTE 12 TO AN INTERSECTION, KERSHAW ROAD. TURN LEFT ON TO KERSHAW ROAD AND THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "0 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 3.2 METERS (10.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 19.4 METERS (63.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S.ROUTE 12 EASTBOUND LANE, AND 31.4 METERS (103 FT) SOUTHEAST OF THE CENTERLINE OF KERSHAW ROAD. THE 200 FEET TAPING POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER OF THE DISC, STAMPED "200 F 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 5.0 METERS (16.4 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 19.2 METERS (63.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S.ROUTE 12 EASTBOUND LANE. THE 300 FEET TAPING POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "300 F 1987, SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 6.0 METERS (19.7 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 19.3 METERS (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S.ROUTE 12 EASTBOUND LANE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "150 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 8.0 METERS (26.2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 19.3 METERS (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S.ROUTE 12 EASTBOUND LANE, AND 22.2 METERS (72.8 FT) NORTHWEST OF THE CENTERLINE OF BLACKTOP DRIVE WAY. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "430 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 4.4 METERS (14.4 FT) NORTHEAST OF THE RIGHT OF WAY FENCE,AND 19.0 METERS (62.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S.ROUTE 12 EASTBOUND LANE. THE 1200 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "1200 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 4.0 METERS (13.1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 11.8 METERS (38.7 FT) EAST OF A POWER POLE #1418-303103, AND 18.7 METERS (61.4 FT) SOUTHWEST OF THE CENTERLINE OF U.S.ROUTE 12 EASTBOUND LANE. USER NOTES: TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN DUE TO FAST MOVING VEHICLES ON HIGHWAY. CENTER PUNCH MARKS ON ALL DISCS SHOULD BE USED FOR MEASUREMENTS. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, WASHINGTON STATE D.O.T., YAKIMA COUNTY, CITY OF YAKIMA, AND THE U.S.F.S. FOR MORE INFORMATION, PLEASE CONTACT MR. JIM BELL, 128 N. 1st STREET, YAKIMA, WASHINGTON, 98901, TELEPHONE 509-457-7656. ____________________________________________________________________________________________________________________________ 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461204 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: YAKIMA CBL WASHINGTON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15480 YAKIMA COUNTY NEAREST TOWN: YAKIMA LIST OF ADJUSTED DISTANCES (January 22, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1987 396.000 150M 1987 395.003 149.9902 149.9935 0.1 0 1987 396.000 430M 1987 393.408 430.0008 430.0086 0.2 0 1987 396.000 1200M 1987 389.012 1200.0031 1200.0234 0.2 150M 1987 395.003 430M 1987 393.408 280.0107 280.0152 0.1 150M 1987 395.003 1200M 1987 389.012 1050.0129 1050.0300 0.2 430M 1987 393.408 1200M 1987 389.012 770.0022 770.0148 0.1 DESCRIPTION OF: YAKIMA BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2000 LATITUDE: 46 40 32 LONGITUDE: 120 38 28 AZIMUTH: 133 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED 2.7 KM (1.7 MI) NORTHWEST OF GLEED, 14.4 KM (9.0 MI) NORTHWEST OF YAKIMA, AND 12.8 KM (8.0 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE 82 AND U.S. ROUTE 12 ALONG THE SOUTHWEST RIGHT OF WAY OF U.S. ROUTE 12. THE BASE LINE IS NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT AT THE NORTHWEST END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND THE 1200 METER POINTS. THERE ARE ALSO TAPE CALIBRATION POINTS LOCATED AT 200 FEET AND 300 FEET SOUTHEAST OF THE 0 METER POINT. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE SOUTHWEST EDGE OF THE EAST BOUND LANE OF U.S. ROUTE 12 AND ALONG THE RIGHT OF WAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 82 AND U.S. ROUTE 12, TAKE U.S. ROUTE 12 WEST AND GO NORTHWEST FOR 6.7 KM (4.2 MI) TO THE NACHEZ RIVER BRIDGE, CONTINUE STRAIGHT FOR 6.5 KM (4.1 MI) ON U.S. ROUTE 12 TO AN INTERSECTION, KERSHAW ROAD. TURN LEFT ON TO KERSHAW ROAD AND THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "0 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 3.2 M (10.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 19.4 M (63.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE, AND 31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF KERSHAW ROAD. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "150 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 8.0 M (26.2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 19.3 METERS (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE, AND 22.2 METERS (72.8 FT) NORTHWEST OF THE CENTERLINE OF BLACKTOP DRIVE WAY. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "430 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4.4 M (14.4 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 19.0 METERS (62.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. THE 1200 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "1200 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4.0 M (13.1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 18.7 METERS (61.4 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. THE 200 FOOT TAPING POINT HAS BEEN DESTROYED SINCE THE BASE LINE WAS LAST MEASURED. THE 300 FOOT TAPING POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "300 F 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.0 M (19.7 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 19.3 M (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. NOTE THAT 300 FT POINT WAS NOT REMEASURED. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN DUE TO FAST MOVING VEHICLES ON HIGHWAY. CENTER PUNCH MARKS ON ALL DISKS SHOULD BE USED FOR MEASUREMENTS. 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, WASHINGTON STATE D.O.T., YAKIMA COUNTY, CITY OF YAKIMA, AND THE U.S.F.S. FOR MORE INFORMATION, PLEASE CONTACT MR. JIM BELL, 128 N. 1st STREET, YAKIMA, WASHINGTON, 98901, TELEPHONE 509-457-7656. ___________________________________________________________________________________________________________________________________ 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461204 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: YAKIMA CBL WASHINGTON SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15480 YAKIMA COUNTY NEAREST TOWN: NACHES LIST OF ADJUSTED DISTANCES ( 7/ 5/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1987 396.000 150 M 1987 395.003 149.9895 149.9929 .1 0 1987 396.000 430 M 1987 393.408 430.0146 430.0224 .2 0 1987 396.000 1200 M 1987 389.012 1199.9997 1200.0200 .2 150 M 1987 395.003 430 M 1987 393.408 280.0250 280.0296 .1 150 M 1987 395.003 1200 M 1987 389.012 1050.0101 1050.0272 .2 430 M 1987 393.408 1200 M 1987 389.012 769.9851 769.9976 .1 DESCRIPTION OF: YAKIMA BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2004 LATITUDE: 46 40 05 LONGITUDE: 120 37 47 AZIMUTH: 133 CHIEF OF PARTY: GCP THE BASE LINE IS LOCATED 2.7 KM (1.7 MI) NORTHWEST OF GLEED, 14.4 KM (9.0 MI) NORTHWEST OF YAKIMA, AND 12.8 KM (8.0 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE 82 AND U.S. ROUTE 12 ALONG THE SOUTHWEST RIGHT OF WAY OF U.S. ROUTE 12. THE BASE LINE IS NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT AT THE NORTHWEST END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND THE 1200 METER POINTS. THERE ARE ALSO TAPE CALIBRATION POINTS LOCATED AT 200 FEET AND 300 FEET SOUTHEAST OF THE 0 METER POINT. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE SOUTHWEST EDGE OF THE EAST BOUND LANE OF U.S. ROUTE 12 AND ALONG THE RIGHT OF WAY. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 82 AND U.S. ROUTE 12, TAKE U.S. ROUTE 12 WEST AND GO NORTHWEST FOR 6.7 KM (4.2 MI) TO THE NACHEZ RIVER BRIDGE, CONTINUE STRAIGHT FOR 6.5 KM (4.1 MI) ON U.S. ROUTE 12 TO AN INTERSECTION, KERSHAW ROAD. TURN LEFT ON TO KERSHAW ROAD AND THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "0 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 3.2 M (10.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 19.4 M (63.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE, AND 31.4 M (103 FT) SOUTHEAST OF THE CENTERLINE OF KERSHAW ROAD. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "150 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 8.0 M (26.2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 19.3 METERS (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE, AND 22.2 METERS (72.8 FT) NORTHWEST OF THE CENTERLINE OF BLACKTOP DRIVE WAY. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "430 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4.4 M (14.4 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 19.0 METERS (62.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. THE 1200 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "1200 M 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4.0 M (13.1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 18.7 METERS (61.4 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. 1THE 200 FOOT TAPING POINT HAS BEEN DESTROYED SINCE THE BASE LINE WAS LAST MEASURED. THE 300 FOOT TAPING POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "300 F 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.0 M (19.7 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, AND 19.3 M (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. NOTE THAT 300 FT POINT WAS NOT REMEASURED. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN DUE TO FAST MOVING VEHICLES ON HIGHWAY. CENTER PUNCH MARKS ON ALL DISKS SHOULD BE USED FOR MEASUREMENTS. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, WASHINGTON STATE D.O.T., YAKIMA COUNTY, CITY OF YAKIMA, AND THE U.S.F.S. FOR MORE INFORMATION, PLEASE CONTACT Lee Shuman, Washington State Department of Transportation, 2809 Rudkin Road, Union Gap, WA, 98903-1648; Telephone: (509) 577-1709