STATE OF OREGON CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD ALBANY CBL (1982, 2000 REMEASURED) OREGON LINN N441231 ASTORIA CBL (1987, 2001 REMEASURED) OREGON CLATSOP N461242 AURORA CBL (1976, 1990, 2000 REMEASURED) OREGON MARION N451223 BANDON CBL (1987, 2001 REMEASURED) OREGON COOS N431242 BLUE MOUNTAIN CBL (1984, 2000 REMEASURED) OREGON UNION N451182 CENTRAL OREGON CBL (1982, 2000 REMEASURED) OREGON DESCHUTES N441212 EUGENE CBL (1994, 2001 REMEASURED) OREGON LANE N441232 HERMISTON CBL (1987) OREGON MORROW N451191 HILLSBORO CBL (1987, 2000 REMEASURED) OREGON WASHINGTON N451224 KLAMATH FALLS CBL (1987, 2001 REMEASURED) OREGON KLAMATH N421213 MCMINNVILLE CBL (1986, 2001 REMEASURED) OREGON YAMHILL N451232 MCNARY CBL (2001) OREGON UMATILLA N451191 MEDFORD CBL (1987, 2000 REMEASURED) OREGON JACKSON N421223 NEWPORT CBL (1987, 2001 REMEASURED) OREGON LINCOLN N441241 ONTARIO CBL (1987, 2000 REMEASURED) OREGON MALHEUR N431171 ROSEBURG CBL (1990, 2000 REMEASURED) OREGON DOUGLAS N431232 SALEM (1987) OREGON MARION N441224 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441231 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 LINN COUNTY NEAREST TOWN: ALBANY 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 ZERO 66.336 430 1982 66.689 430.0114 430.0115 0.1 0 ZERO 66.336 1090 67.117 1089.9962 1089.9965 0.1 0 ZERO 66.336 1240 1982 67.056 1239.9899 1239.9901 0.2 430 1982 66.689 1090 67.117 659.9849 659.9850 0.1 430 1982 66.689 1240 1982 67.056 809.9785 809.9786 0.1 1090 67.117 1240 1982 67.056 149.9937 149.9937 0.1 DESCRIPTION OF ALBANY BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 2000 LATITUDE: 44 38 36 LONGITUDE: 123 03 35 AZIMUTH: 162 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED AT THE ALBANY MUNICIPAL AIRPORT ON THE EAST SIDE OF ALBANY. THE AIRPORT IS LOCATED SLIGHTLY NE OF THE INTERSECTION OF INTERSTATE 5 AND UNITED STATES HIGHWAY 20 AND IS VISIBLE FROM THE HIGHWAYS. THE BASE LINE IS APPROXIMATELY PARALLEL WITH AND BETWEEN THE NORTH-SOUTH RUNWAY ON THE EAST AND THE NORTH-SOUTH TAXIWAY ON THE WEST. THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE NORTH END. IT IS MADE UP OF 0, 430, 1090, AND 1240 METER POINTS WITH POINTS FOR THE CALIBRATION OF 100, 200, AND 300 FOOT TAPES SET SOUTH OF THE 0 METER POINT. ALL OF THE MARKS ARE SET ON A LINE APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY AND TAXIWAY AT THE AIRPORT. THE 0 AND 1240 METER POINTS HAVE PLASTIC WITNESS POSTS NEAR THEM. TO REACH THE BASE LINE FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND UNITED STATES HIGHWAY 20, GO NORTH ON INTERSTATE HIGHWAY 5 FOR 1.0 KM (0.6 MI) TO EXIT 234 ON RIGHT. TAKE EXIT 234 (ALBANY AND KNOX BUTTE) AND GO NE FOR 0.6 KM (0.4 MI)TO STOP SIGN AND INTERSECTION. TURN RIGHT (TOWARDS KNOX BUTTE) AND GO APPROXIMATELY 100 FEET TO ROAD ON RIGHT. TURN RIGHT AND GO SW ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO 0 METER POINT ON LEFT SIDE OF ROAD (ABOUT 3 FT LOWER THAN ROAD). CONTINUE SOUTH ON GRASSY AREA FOR 0.2 KM (0.1 MI) TO 150 METER POINT AND E-W TAXIWAY BETWEEN THE N-S RUNWAY ON LEFT AND THE N-S TAXIWAY ON RIGHT (ABOUT THE SAME ELEVATION AS TAXIWAY AND RUNWAY). BEAR RIGHT AND GO SOUTH ON TAXIWAY FOR 0.3 KM 0.2 MI) TO 430 METER POINT IN GRASSY AREA ON LEFT OF TAXIWAY (ABOUT 3 FT LOWER THAN TAXIWAY). CONTINUE SOUTH ON TAXIWAY FOR 0.8 KM (0.5 MI) TO 1240 METER POINT IN GRASSY AREA TO LEFT OF TAXIWAY (ABOUT 4 FT LOWER THAN TAXIWAY). THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "ZERO 1982", SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN)IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND LOCATED 7.89 M (25.9 FT) SE FROM CENTER LINE OF AIRPORT ROAD AND 0.94 M 3.1 FT) SW FROM WITNESS POST (PLASTIC). THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "430 1982", SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 34 CM (13 IN) IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE THE GROUND LOCATED 17.25 M (56.6 FT) E FROM CENTER LINE OF TAXIWAY AND 28.53 M (93.6 FT) W FROM CENTER LINE OF RUNWAY. THE 1090 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1090", SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 40 CM (16 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 30.1 M (98.8 FT) SOUTH OF THE CONNECTING TAXIWAY AT THE SOUTH END OF THE RUNWAY AND 15.9 M (52.2 FT) EAST OF THE MAIN PARALLEL TAXIWAY. THE 1240 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1240 1982", SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 37 CM (14 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 9.94 M (32.6 FT) N FROM NORTH EDGE OF DITCH RUNNING EAST-WEST, 19.529 M (64.07 FT) W FROM REFERENCE MARK 1 1982, 15.48 M (50.8 FT) E FROM CENTER LINE OF TAXIWAY, AND 0.838 M (2.75 FT) N FROM WITNESS POST (PLASTIC). USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE LINN COUNTY SURVEYORS OFFICE, COURTHOUSE, 300 4TH AVENUE, SW, ALBANY, OREGON 97321, TELEPHONE 541-967-3857 OR THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461242 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ASTORIA CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 CLATSOP COUNTY NEAREST TOWN: HAMMOND LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1986 2.000 150 1986 2.029 150.0020 150.0020 .1 0 1986 2.000 430 1986 1.935 429.9929 429.9929 .1 0 1986 2.000 1080 1986 1.912 1079.9980 1079.9980 .1 150 1986 2.029 430 1986 1.935 279.9909 279.9909 .1 150 1986 2.029 1080 1986 1.912 929.9960 929.9960 .1 430 1986 1.935 1080 1986 1.912 650.0051 650.0051 .1 DESCRIPTION OF ASTORIA BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2001 LATITUDE: 46 12 58 LONGITUDE: 124 00 01 AZIMUTH: 155 CHIEF OF PARTY: CLS THIS BASE LINE IS LOCATED 12.0 KM (7.5 MI) WEST OF ASTORIA, 6.4 KM (4.0 MI) WEST OF HAMMOND, ON THE CLATSOP SPIT PENINSULA OF FORT STEVENS STATE PARK, ALONG THE EAST EDGE OF THE MAIN PARK ROAD TO THE SOUTH JETTY. THIS BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT LOCATED AT THE NORTHWEST END. THE CBL CONSISTS OF THE 0, 150, 430, AND THE 1080 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE EAST EDGE OF THE MAIN ROAD IN FORT STEVENS STATE PARK. TO REACH THE BASE LINE FROM THE POST OFFICE IN HAMMOND, GO WEST ON PACIFIC DRIVE FOR 0.4 KM (0.25 MI) TO AN INTERSECTION, LAKE DRIVE. TURN LEFT ON LAKE DRIVE AND GO SOUTH FOR 1.1 KM (0.7 MI) TO A PAVED ROAD RIGHT AND THE FORT STEVENS STATE PARK ENTRANCE. TURN RIGHT AND GO WEST THROUGH THE PARK ENTRANCE ON THE PAVED MAIN PARK ROAD FOR 1.6 KM (1.0 MI) TO A SIDE ROAD LEFT. CONTINUE STRAIGHT FOR 2.0 KM (1.25 MI) TO A BEND NORTH IN THE MAIN PARK ROAD AND ANOTHER SIDE ROAD LEFT. CONTINUE STRAIGHT AND GO NORTH FOR 1.4 KM (0.85 MI) ON THE MAIN PARK ROAD TO THE 0 METER POINT ON THE RIGHT AT JUNCTION OF PAVED ROAD LEFT (SW) TO PARKING AREA FOR AREA B TRAIL TO BEACH. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS: 15.5 M (50.8 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF PAVED ROAD TO PARKING AREA B, 13.0 M (42.7 FT) SOUTHEAST OF THE SOUTHWEST LEG OF AREA B TRAIL TO BEACH SIGN, 7.2 M (23.6 FT) EAST OF THE MAIN PARK ROAD CENTER LINE AND 0.7 METERS (2.3 FT) WEST OF A WITNESS POST. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS: 0.7 METERS (2.3 FT) WEST OF A WITNESS POST, AND 7.2 METERS (23.6 FT) EAST OF THE MAIN PARK ROAD CENTER LINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS: 0.6 METERS (2.0 FT) WEST OF A WITNESS POST, AND 7.0 METERS (23.0 FT) EAST OF THE CENTER LINE OF THE MAIN PARK ROAD. THE 1080 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1080 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 0.7 METERS (2.3 FT) WEST OF A WITNESS POST, AND 6.8 METERS (22.3 FT) EAST OF THE CENTER LINE OF THE MAIN PARK ROAD. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN WHILE USING THIS CBL DUE TO THE CLOSE PROXIMITY TO THE PARK ROAD AND TRAFFIC FLOW. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, PLEASE CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451223 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: AURORA CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 MARION COUNTY NEAREST TOWN: AURORA 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 PLSO 1 58.640 150 4 A 58.765 149.9774 149.9774 0.1 0 PLSO 1 58.640 800 5 A 58.923 799.8657 799.8657 0.1 0 PLSO 1 58.640 1530 PLSO 7 58.361 1530.5701 1530.5701 0.2 150 4 A 58.765 800 5 A 58.923 649.8883 649.8883 0.1 150 4 A 58.765 1530 PLSO 7 58.361 1380.5928 1380.5928 0.1 800 5 A 58.923 1530 PLSO 7 58.361 730.7045 730.7047 0.1 DESCRIPTION OF AURORA (PORTLAND) BASE LINE YEAR MEASURED: 1976 YEAR REMEASURED: 1990 YEAR REMEASURED: 2000 LATITUDE: 45 14 30 LONGITUDE: 122 46 20 AZIMUTH: 349 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 24 KM (15 MI) SOUTH OF PORTLAND, 5 KM (3 MI) SOUTH OF WILSONVILLE AND 2.4 KM (1.5 MI) NORTHWEST OF AURORA, ADJACENT TO THE WEST SIDE OF AURORA STATE AIRPORT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 800, AND 1530 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED IN LINE WITH AND NORTH OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF MILEY ROAD AND U.S. INTERSTATE 5 (EXIT 282 FOR NORTHBOUND LANES AND EXIT 282B FOR SOUTHBOUND LANES), GO EAST ON MILEY ROAD FOR 0.4 KM (0.25 MI) TO THE INTERSECTION OF AIRPORT ROAD ON THE RIGHT. TURN RIGHT ONTO AIRPORT ROAD AND GO SOUTH FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF ARNDT ROAD. TURN RIGHT ONTO ARNDT ROAD AND GO WEST FOR 0.4 KM (.25 MI) TO THE INTERSECTION OF OREGON STATE HIGHWAY 51 (WILSONVILLE-HUBBARD HIGHWAY OR HUBBARD CUTOFF). NOTE - THERE ARE NO STREET SIGNS IDENTIFYING STATE HIGHWAY 51. TURN LEFT ONTO STATE HIGHWAY 51 AND GO SOUTH FOR 2.0 KM (1.25 MI) TO THE INTERSECTION OF A GRAVEL ROAD. TURN LEFT ONTO THE GRAVEL ROAD AND GO EAST FOR 25 M (82 FT) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A 3 INCH PLAIN BRASS DISK STAMPED "P.L.S.O. STA. NO. 1 0+00 TEST BASE 1973" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 25.9 M (85.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 51, 5.2 M (17.1 FT) WEST OF A FENCE ROW, 0.8 M (2.6 FT) EAST OF A WITNESS POST, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST. THE 150-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "4 A 1976" SET IN THE TOP OF A 28 CM (11 IN) SQUARE CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 26.0 M (85.3 FT) EAST OF THE CENTERLINE OF HIGHWAY 51, 4.8 M (15.7 FT) WEST OF A FENCE ROW, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. THE 800-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED "5 A 1976" SET IN THE TOP OF A 28 CM (11 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 25.9 M (85.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 51, 4.8 M (15.7 FT) WEST OF A FENCE ROW, 0.8 M (2.6 FT) EAST OF A WITNESS POST, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST. THE 1530-METER POINT IS A 3 INCH PLAIN BRASS DISK STAMPED "P.L.S.O. STA. NO. 7 TEST BASE 1973" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 25.6 M (84.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 51, 4.8 M (15.7 FT) WEST OF A FENCE ROW, 0.7 M (2.3 FT) EAST OF A METAL POST, 0.6 M (2.0 FT) WEST OF A METAL POST, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A 3 INCH BRASS DISK STAMPED "P.L.S.O. STA. 2 1+00 TEST BASE 1973" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 30.48 M (99.99 FT) NORTH OF THE 0-METER POINT, 25.9 M (85.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 51, 5.5 M (18.0 FT) WEST OF A FENCE ROW, 0.6 M (2.0 FT) WEST OF A METAL POST, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST. THE MARK TO MARK DISTANCE TO THE 0-METER POINT IS 99.99 FT. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431242 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BANDON CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 COOS COUNTY NEAREST TOWN: BANDON LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1986 3.000 280 1986 1.730 280.0000 280.0029 .1 0 1986 3.000 430 1986 1.698 429.9939 429.9959 .1 0 1986 3.000 1080 1986 3.307 1079.9841 1079.9841 .2 280 1986 1.730 430 1986 1.698 149.9939 149.9939 .1 280 1986 1.730 1080 1986 3.307 799.9839 799.9855 .1 430 1986 1.698 1080 1986 3.307 649.9900 649.9920 .1 DESCRIPTION OF BANDON BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2001 LATITUDE: 43 08 03 LONGITUDE: 124 25 12 AZIMUTH: 15 CHIEF OF PARTY: CLS THIS BASE LINE IS LOCATED 3.6 KM (2.25 MI) NORTH OF BANDON, 3.2 KM (2.0 MI) WEST OF THE BULLARDS BEACH STATE PARK ENTRANCE, AND ALONG THE WEST EDGE OF THE PAVED PARK ROAD LEADING TO THE LIGHTHOUSE ON THE PENINSULA AT THE SOUTHWEST END OF THE PARK. THE BASE LINE IS SOUTH-NORTH LINE WITH THE 0 METER POINT LOCATED AT THE SOUTH END. THE CBL CONSISTS OF THE 0, 280, 430, AND 1080 METER POINT. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO AND WEST OF THE PAVED ROAD LEADING TO THE LIGHTHOUSE. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. ROUTE 101 AND STATE ROUTE 42S AT THE EAST END OF BANDON, GO NORTH ON U.S. ROUTE 101 FOR 3.0 KM (1.9 MI) TO THE EAST EDGE OF THE COQUILLE RIVER BRIDGE. CONTINUE STRAIGHT ACROSS THE BRIDGE AND GO NORTH FOR 0.64 KM (0.4 MI) TO A SIDE ROAD LEFT AND THE ENTRANCE TO BULLARDS BEACH STATE PARK. TURN LEFT A GO WEST INTO THE PARK FOLLOWING THE PAVED MAIN PARK ROAD PAST THE CAMPING AREA ENTRANCE, PICNIC AREAS AND TOWARDS THE LIGHTHOUSE/BEACH AREAS FOR 2.1 KM (1.3 MI) TO A "T" JUNCTION AND REST ROOM AREA. TURN LEFT AND GO SOUTH TOWARDS THE LIGHTHOUSE FOR 1.36 KM (0.85 MI) TO THE 0 METER POINT ON THE RIGHT AT THE BASE OF THE EAST SLOPE OF A LONG BEACH FRONT DUNE. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "0 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS: 1.0 METERS (3.3 FT) EAST OF A WITNESS POST, 12.7 METERS (41.7 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF PAVED PARKING PAD, AND 13.1 METERS (43.0 FT) WEST OF THE PAVED ROAD CENTER LINE. THE 280 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "280 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST PROJECTING 10 M (4 IN) ABOVE THE GROUND. IT IS: 1.2 METERS (3.9 FT) EAST OF A WITNESS POST, AND 19.2 METERS (63.0 FT) WEST OF THE PAVED ROAD CENTER LINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "430 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS: 1.2 METERS (3.9 FT) EAST OF A WITNESS POST, AND 21.7 METERS (71.2 FT) WEST OF THE PAVED ROAD CENTER LINE. THE 1080 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1080 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST. IT IS: 1.1 METERS (3.6 FT) EAST OF A WITNESS POST, 27.5 METERS (90.2 FT) WEST OF THE PAVED ROAD CENTER LINE, ABOUT 150 METERS (492 FT) SOUTH OF A REST AREA PARKING LOT, AND ON TOP OF A SMALL GRASSY HILL. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS FOR ALL POINTS ARE FOR BASE LINE USE ONLY. TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN DUE TO CLOSE PROXIMITY TO PARK ROAD. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE 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, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451182 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BLUE MOUNTAIN CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 UNION COUNTY NEAREST TOWN: LA GRANDE 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 PLSO BASELINE GPS 839.726 150 PLSO BASELINE 839.168 150.0067 150.0077 0.1 0 PLSO BASELINE GPS 839.726 430 PLSO BASELINE 838.251 429.9846 429.9872 0.1 0 PLSO BASELINE GPS 839.726 1150 PLSO BASELINE 835.698 1149.9536 1149.9606 0.2 150 PLSO BASELINE 839.168 430 PLSO BASELINE 838.251 279.9779 279.9794 0.1 150 PLSO BASELINE 839.168 1150 PLSO BASELINE 835.698 999.9469 999.9529 0.1 430 PLSO BASELINE 838.251 1150 PLSO BASELINE 835.698 719.9690 719.9735 0.1 DESCRIPTION OF BLUE MOUNTAIN BASE LINE YEAR MEASURED: 1984 YEAR REMEASURED: 2000 LATITUDE: 45 18 40 LONGITUDE: 118 03 52 AZIMUTH: 115 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ON THE SOUTHEAST SIDE OF LA GRANDE AND ALONG THE SOUTHWEST SIDE OF UNITED STATES HIGHWAY 30 BETWEEN GEKELER LANE AND A POINT JUST EAST OF BLUE MOUNTAIN TIRE COMPANY. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. THE BASE LINE CONSISTS OF THE 0, 150, 430, AND 1150 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. ALL OF THE MARKS ARE SET ON A LINE PARALLEL TO AND ABOUT 39.32 M (129 FT) SOUTHWEST OF THE CENTER LINE OF HIGHWAY 30. TO REACH THE 0-METER POINT FROM THE INTERSTATE HIGHWAY 84 EXIT 265 JUNCTION OF OREGON STATE HIGHWAY 203 SOUTH, U.S. HIGHWAY 30 WEST, AND INTERSTATE 84 EAST, GO WEST ON HIGHWAY 30 TOWARD LA GRANDE FOR 1.53 K (0.95 MI) TO THE 1149 METER POINT ON THE LEFT, CONTINUE WEST ON HIGHWAY 30 FOR 0.72 K (0.45 MI) TO THE 430 METER POINT ON THE LEFT, CONTINUE WEST FOR 0.24 K (0.15 MI) TO THE 150 METER POINT ON THE LEFT AND TO REACH THE 0 METER POINT, CONTINUE WEST ON HIGHWAY 30 FOR 0.16 K (0.1 MI) TO A FIELD ROAD ENTRANCE ON THE LEFT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF HIGHWAY 30 AND GEKELER LANE, TURN LEFT ONTO THE FIELD ROAD ENTRANCE AND THE 0 METER POINT AS DESCRIBED. THE 0 METER POINT IS A 2.5 IN BRASS SURVEY DISK, STAMPED "PLSO BASELINE GPS", SET IN THE TOP OF A 26 CM (10 IN) ROUND CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS: 39.3 M (128.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37.9 M (124.3 FT) SOUTH OF THE CENTERLINE OF GEKELER LANE AT JUNCTION OF HIGHWAY SOUTHWEST EDGE, 18.5 M (60.7 FT) WEST NORTHWEST OF A POWER POLE WITH TRANSFORMER #044165898 K384 65KS, 6.6 M (21.7 FT) NORTHEAST OF THE EAST END OR A WIRE GATE POST IN RIGHT OF WAY FENCE, AND 1.0 M (3.3 FT) SOUTHWEST OF A METAL POST. THE 150 METER POINT IS A 2.5 IN BRASS SURVEY DISK, STAMPED "PLSO BASELINE", SET IN THE TOP OF A 26 CM (10 IN) ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 39.5 M (129.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.9 M (157.2 FT) NORTHWEST OF THE CENTERLINE OF A PAVED DRIVE LEADING TO THE BLUE MOUNTAIN HUMANE ASSOCIATION ANIMAL SHELTER, 6.2 M (20.3 FT) NORTHEAST OF A RIGHT OF WAY FENCE, AND 1.0 M (3.3 FT) SOUTHWEST OF A METAL POST. THE 430 METER POINT IS A 2.5 IN BRASS SURVEY DISK, STAMPED "PLSO BASELINE", SET IN THE TOP OF A 26 CM (10 IN) ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 39.6 M (129.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.1 M (72.5 FT) EAST OF A WOODEN CORNER FENCE POST IN RIGHT OF WAY FENCE T-JUNCTION, 7.5 M (24.6 FT) WEST SOUTHWEST OF A 65 CM (26 IN) DIAMETER WATER MAIN COVER MANHOLE, AND 0.9 M (3.0 FT) SOUTHWEST OF A METAL POST. THE 1150 METER POINT IS A 2.5 IN BRASS SURVEY DISK, STAMPED "PLSO BASELINE", SET IN THE TOP OF A 26 CM (10 IN) ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 39.5 M (129.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.9 M (35.8 FT) EAST OF POWER POLE #KS 20 044151149, 8.9 M (29.2 FT) NORTH NORTHWEST OF A CHAIN LINK FENCE CORNER POST, 5.6 M (18.4 FT) NORTHEAST OF A CHAINLINK FENCE CORNER POST, AND 0.9 M (3.0 FT) SOUTHWEST OF A METAL POST. 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, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441212 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CENTRAL OREGON CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 DESCHUTES COUNTY NEAREST TOWN: REDMOND 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 1982 1000.000 150 1982 1000.544 149.9942 149.9952 0.1 0 1982 1000.000 430 1982 1001.589 429.9741 429.9770 0.2 0 1982 1000.000 1260 2000 1007.245 1259.9632 1259.9841 0.2 150 1982 1000.544 430 1982 1001.589 279.9799 279.9818 0.1 150 1982 1000.544 1260 2000 1007.245 1109.9690 1109.9892 0.2 430 1982 1001.589 1260 2000 1007.245 829.9890 830.0083 0.1 DESCRIPTION OF CENTRAL OREGON BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 2000 LATITUDE: 44 09 28 LONGITUDE: 121 10 41 AZIMUTH: 205 DEGREES TRUE NORTH CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 13.7 KM (8.5 MI) NORTHEAST OF BEND, 12.9 KM (8.0 MI) SOUTH OF REDMOND AND 6.4 KM (4.0 MI) EAST OF DESCHUTES JUNCTION ALONG THE WEST SIDE OF THE NORTH UNIT MAIN CANAL. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. THE BASE LINE CONSISTS OF THE 0, 150, 430, AND 1260 METER POINTS WITH POINTS FOR THE CALIBRATION OF 100 AND 200 FOOT TAPES SET NORTH AND SOUTH OF THE 0 METER POINT RESPECTIVELY. ALL OF THE MARKS ARE SET IN A LINE ON THE WEST SIDE OF THE LEVEE AND CANAL ROAD. ALL OF THE MARKS HAVE PLASTIC WITNESS POSTS NEAR THEM. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 97 AND DESCHUTES MARKET ROAD LOCATED 14.0 KM (22.5 MI) SOUTHWEST OF REDMOND AT DESCHUTES JUNCTION, GO SOUTHEAST ON DESCHUTES MARKET ROAD FOR 0.5 KM (0.3 MI) TO A HARD RIGHT TURN AND A PAVED ROAD ON THE LEFT JUST PAST THE RAILROAD TRACKS CROSSING. CONTINUE RIGHT ON DESCHUTES MARKET ROAD FOR 1.1 KM (0.7 MI) TO DALE ROAD ON THE LEFT. TURN LEFT AND GO EAST ON DALE ROAD FOR 1.3 KM (0.8 MI) TO A T-JUNCTION WITH MCGRATH ROAD. TURN RIGHT AND GO SOUTHEAST ON MCGRATH ROAD FOR 1.85 KM (1.15 MI) TO THE END OF THE PAVEMENT. CONTINUE AHEAD, SOUTHEAST, ON CINDER GRADED MCGRATH ROAD FOR 2.17 KM (1.35 MI) TO A T-JUNCTION WITH GRADED CANAL ROAD. TURN LEFT AND GO NORTHEAST ON GRADED ROAD ALONG THE NORTHWEST SIDE OF THE NORTH UNIT MAIN CANAL FOR 3.2 KM (2.0 MI) TO CANAL MILE MARKER 9 AND THE 1260-METER STATION ON THE LEFT. CONTINUE AHEAD, NORTHEAST, ON GRADED ROAD ALONG CANAL FOR 0.8 KM (0.5 MI) TO THE 430-METER POINT ON THE LEFT. CONTINUE AHEAD, NORTHEAST, ON GRADED ROAD ALONG CANAL FOR 0.28 KM (0.17 MI) TO THE 150-METER POINT ON THE LEFT. CONTINUE AHEAD, NORTHEAST, ON GRADED ROAD ALONG CANAL FOR 0.15 KM (0.09 MI) TO THE 0-METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "0 1982", SET IN A DRILL HOLE IN A ROCK OUTCROP OF 1.8 M (6.0 FT) LARGEST DIMENSION. IT IS: 10.973 M (36.0 FT) SOUTHWEST FROM A CROOKED 46 CM (18 IN) JUNIPER TREE, 28.499 M (93.5 FT) WEST FROM REFERENCE MARK NUMBER 1, AND 54.712 M (179.5 FT) WEST FROM CENTER LINE OF CANAL ROAD. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "150 1982", SET INTO A SQUARE CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER ON SIDE PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS: 3.658 M (12.0 FT) WEST FROM CENTER LINE OF TRACK ROAD, 17.678 (58.0 FT) WEST FROM CENTER LINE OF CANAL ROAD, AND 43.129 M (141.5 FT) NORTHEAST FROM A 76 CM (30 IN) DIAMETER JUNIPER TREE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "430 1982" SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER ON SIDE PROJECTING 20 CM (8 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 3.658 M (12.0 FT) EAST FROM CENTER LINE OF A DIM TRACK ROAD, 17.526 M (57.5 FT) SOUTHEAST FROM A 61 CM (24 IN) DIAMETER JUNIPER TREE, AND 18.745 M (61.5 FT) WEST FROM CENTER LINE OF CANAL ROAD. THE 1260 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1260 2000" SET IN A DRILL HOLE INTO A ROCK OUTCROP 1.8 M (6.0 FT) LARGEST DIMENSION. IT IS: 4.877 M (16.0 FT) EAST FROM THE EAST EDGE OF A LARGE ROCK PILE, 7.315 M (24.0 FT) WEST FROM CENTER LINE OF CANAL ROAD, AND 9.144 M (30.0 FT) NORTHWEST FROM A 7.5 CM (3 IN) DIAMETER JUNIPER TREE. 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 NORTH UNIT IRRIGATION DISTRICT, 2024 NW BEECH STREET, MADRAS, OREGON 97741, PHONE 541-475-3625 OR CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441232 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: EUGENE CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 LANE COUNTY NEAREST TOWN: EUGENE LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1993 120.578 150 1993 119.778 149.9923 149.9944 .0 0 1993 120.578 430 1993 119.466 429.9945 429.9960 .1 0 1993 120.578 1200 1993 118.553 1199.9714 1199.9731 .1 150 1993 119.778 430 1993 119.466 280.0022 280.0024 .0 150 1993 119.778 1200 1993 118.553 1049.9791 1049.9798 .1 430 1993 119.466 1200 1993 118.553 769.9769 769.9774 .0 DESCRIPTION OF EUGENE BASE LINE YEAR MEASURED: 1994 YEAR REMEASURED: 2001 LATITUDE: 44 05 06 LONGITUDE: 123 08 58 AZIMUTH: 339 CHIEF OF PARTY: CLS A TAPE CALIBRATION MONUMENT IS SET 100 FEET NORTH FROM THE 0 METER POINT. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FEET. THE BASE LINE IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF EUGENE AND 2.1 KM (1.3 MI) SOUTHWEST OF SANTA CLARA. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WESTERN EDGE OF THE NORTHWEST EXPRESSWAY, BETWEEN THE EXPRESSWAY AND A RAILROAD SWITCHING YARD. 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 1200 METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION ON LINE AND NORTH OF THE 0-METER POINT. EACH STATION IS SURROUNDED BY THREE 14 CM (5.5 IN) SQUARE WOODEN POSTS, PAINTED WHITE, PROJECTING APPROXIMATELY 1.0 M (3.3 FT) ABOVE THE GROUND. TO REACH THE 0-METER POINT FROM THE JUNCTION OF BELTLINE ROAD AND INTERSTATE HIGHWAY 5 (EXIT 195B), LOCATED ON THE NORTH SIDE OF EUGENE, GO WEST ON BELTLINE ROAD FOR 9.2 KM (5.7 MI) TO THE NORTHWEST EXPRESSWAY EXIT RAMP. PROCEED ONTO THE EXIT RAMP TO THE T-INTERSECTION WITH THE NORTHWEST EXPRESSWAY. TURN LEFT AND GO SOUTH ON THE NORTHWEST EXPRESSWAY FOR 0.3 KM (0.2 MI) TO THE 1200-METER POINT ON THE RIGHT. CONTINUE SOUTH ON THE NORTHWEST EXPRESSWAY FOR 1.2 KM (0.7 MI) TO THE 0-METER POINT ON THE RIGHT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1993" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.2 M (56.5 FT) EAST OF THE CENTERLINE OF THE EASTERNMOST RAILROAD TRACK AND 16.0 M (52.5 FT) WEST OF THE CENTERLINE OF THE NORTHWEST EXPRESSWAY. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1993" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 23.5 M (77.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF RAILROAD SIGNAL TOWER NO. 6508, 17.4 M (57.0 FT) EAST OF THE CENTERLINE OF THE EASTERNMOST RAILROAD TRACK AND 16.2 M (53.0 FT) WEST OF THE CENTERLINE OF THE NORTHWEST EXPRESSWAY. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1993" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.1 M (56.0 FT) EAST OF THE CENTERLINE OF THE EASTERNMOST RAILROAD TRACK AND 16.2 M (53.0 FT) WEST OF THE CENTERLINE OF THE NORTHWEST EXPRESSWAY. THE 1200-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1200 1993" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.4 M (57.0 FT) EAST OF THE CENTERLINE OF THE EASTERNMOST RAILROAD TRACK AND 16.0 M (52.5 FT) WEST OF THE CENTERLINE OF THE NORTHWEST EXPRESSWAY. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "100 FT" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 17.1 M (56.0 FT) EAST OF THE CENTERLINE OF THE EASTERNMOST RAILROAD TRACK AND 16.5 M (54.0 FT) WEST OF THE CENTERLINE OF THE NORTHWEST EXPRESSWAY. THE MARK-TO-MARK DISTANCE FROM THE 0- METER POINT IS 30.480 M (100.00 FT). 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 OREGON DEPARTMENT OF TRANSPORTATION AND THE LANE COUNTY DEPARTMENT OF WORKS. FOR MORE INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451191 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HERMISTON CBL OREGON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15167 MORROW COUNTY NEAREST TOWN: HERMISTON 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) 0 165.000 150 163.989 149.9935 149.9969 0.1 0 165.000 430 162.896 429.9823 429.9875 0.5 0 165.000 1190 164.447 1189.9821 1189.9822 0.7 150 163.989 430 162.896 279.9888 279.9909 0.5 150 163.989 1190 164.447 1039.9885 1039.9886 0.7 430 162.896 1190 164.447 759.9996 760.0012 0.5 DESCRIPTION OF HERMISTON BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 17.6 KM (11.0 MI) WEST OF HERMISTON, 6.2 KM (3.9 MI) WEST OF UMATILLA ARMY DEPOT, ALONG THE SOUTH SIDE FRONTAGE ROAD OF INTERSTATE 84. THIS BASE LINE IS A WEST-EAST BASE LINE WITH 0 METER POINT LOCATED AT THE WEST END. THE CBL CONSISTS OF THE 0, 150, 430, AND 1190 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE SOUTH EDGE OF THE FRONTAGE ROAD WHICH IS SOUTH OF INTERSTATE 84. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 84 AND THE UMATILLA ARMY DEPOT ROAD EXIT 177, TAKE THE UMATILLA ARMY DEPOT ROAD SOUTH AND GO 0.16 KM (0.1 MI) TO THE JUNTION OF A FRONTAGE ROAD. TURN RIGHT ON THE FRONTAGE ROAD AND GO WEST 6.1 KM (3.8 MI) 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 38 CM (15 IN) DIAMETER CONCRETE POST SET FLUSH WITH THE GROUND, 1.0 METERS (3.3. FT) NORTH OF A WITNESS POST, 9.2 METERS (30.2 FT) SOUTH OF THE FRONTAGE ROAD CENTER LINE, AND 19.0 METERS (62.7 FT) EAST OF A DIRT SIDE ROAD CENTER LINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "150 1986", SET IN THE TOP OF A 46 CM (18.1 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METERS (3.3 FT) NORTH OF A WITNESS POST, AND 8.8 METERS (28.9 FT) SOUTH OF THE FRONTAGE ROAD CENTER LINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE STAMPED "430 1986", SET IN THE TOP OF A 32 CM (12.6 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METERS (3.3 FT) NORTH OF A WITNESS POST, AND 9.0 METERS (29.5 FT) SOUTH OF THE FRONTAGE ROAD CENTER LINE. THE 1190 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "1190 1986", SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.0 METERS (3.3 FT) NORTH OF A WITNESS POST, AND 9.0 METERS (29.5 FT) SOUTH OF THE FRONTAGE ROAD CENTER LINE. USER NOTES: TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN WHILE USING THIS CBL DUE TO THE HIGH SPEED TRAFFIC ON FRONTAGE ROAD. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON HIGHWAY DIVISION, OREGON D.O.T. FOR FURTHER INFORMATION, PLEASE CONTACT MR. ED NEILSEN, OREGON HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION, RT. 2, BOX 2554 #6, HERMISTON, OREGON, 97838. TELEPHONE 503-567-1423. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451224 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HILLSBORO CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 WASHINGTON COUNTY NEAREST TOWN: HILLSBORO 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 60.960 150 1987 60.231 149.9971 149.9989 0.2 0 1987 60.960 940 1987 51.911 939.9968 940.0404 0.3 0 1987 60.960 1370 1987 52.391 1369.9949 1370.0217 0.4 150 1987 60.231 940 1987 51.911 789.9997 790.0436 0.2 150 1987 60.231 1370 1987 52.391 1219.9978 1220.0230 0.3 940 1987 51.911 1370 1987 52.391 429.9977 429.9980 0.2 DESCRIPTION OF HILLSBORO BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2000 LATITUDE: 45 34 08 LONGITUDE: 122 56 19 AZIMUTH: 280 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED 19.2 KM (12.0) WEST OF THE JUNCTIONS OF INTER-STATE 405 AND U.S. ROUTE 26, 4.8 KM (3.0 MI) EAST OF HILLSBORO, AND ALONG THE NORTH SIDE RIGHT OF WAY OF WESTBOUND U.S. ROUTE 26. THE BASE LINE IS EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. THE CBL CONSISTS OF THE 0, 150, 940, AND 1370 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO U.S. ROUTE 26, AND LIES BETWEEN U.S. ROUTE 26 AND GROVELAND DRIVE. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. ROUTE 26 AND HELVETIA ROAD (EXIT 61), GO NORTH ON HELVETIA ROAD FOR 0.16 KM (0.1 MI) TO AN INTERSECTION, GROVELAND DRIVE. TURN LEFT, WEST, ON GROVELAND DRIVE AND GO WEST FOR 1.12 KM (0.7 MI) TO THE 0 METER POINT ON THE LEFT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "0 1987", SET IN TOP OF 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.0 M (3.3 FT) NORTH OF A WITNESS POST, 14.8 M (48.6 FT) SOUTH OF THE CENTER LINE OF GROVELAND DRIVE, 12.8 M (42.0 FT) NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF U.S. ROUTE 26, AND 32.2 M (105.8 FT) SOUTHEAST OF USC&GS TRIANGULATION STATION "ROVE 1968". THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "150 1987", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.0 M (3.3 FT) NORTH OF A WITNESS POST, 14.5 M (47.6 FT) SOUTH OF THE CENTER LINE OF GROVELAND DRIVE, AND 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF U.S. ROUTE 26. THE 940 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "940 1987", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.0 M (3.3. FT) NORTH OF A WITNESS POST, 13.7 M (45.0 FT) SOUTH OF THE CENTERLINE OF GROVELAND DRIVE, 13.7 M (45.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF U.S. ROUTE 26, AND 16.4 M (53.8 FT) NORTHWEST OF AN ORHD BENCHMARK "D 672 1976" SET IN THE CENTER OF A CONCRETE HEAD WALL. THE 1370 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1370 1987", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.0 M (3.3 FT) NORTH OF A WITNESS POST, 14.2 M (46.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF U.S. ROUTE 26, 190 M (623.4 FT) WEST OF THE END OF THE GROVELAND DRIVE PAVEMENT, AND 3.5 M (11.5 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421213 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: KLAMATH FALLS CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 KLAMATH COUNTY NEAREST TOWN: KLAMATH FALLS LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1986 125.000 150 1986 124.992 149.9976 149.9976 .1 0 1986 125.000 430 1986 124.996 429.9886 429.9886 .2 0 1986 125.000 1270 1986 124.998 1269.9998 1269.9998 .3 150 1986 124.992 430 1986 124.996 279.9910 279.9910 .1 150 1986 124.992 1270 1986 124.998 1120.0022 1120.0022 .2 430 1986 124.996 1270 1986 124.998 840.0112 840.0112 .1 DESCRIPTION OF KLAMATH FALLS BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2001 LATITUDE: 42 08 26 LONGITUDE: 121 43 02 AZIMUTH: 090 CHIEF OF PARTY: CLS THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTHEAST OF KLAMATH FALLS, JUST EAST OF THE SOUTHEAST CORNER OF THE KLAMATH FALLS AIRPORT, AND ALONG THE SOUTH EDGE OF THE LOST RIVER DIVERSION CHANNEL CANAL ACCESS ROAD. THIS BASE LINE IS A WEST-EAST LINE WITH THE 0 METER POINT AT THE WEST END. THE CBL CONSISTS OF THE 0, 150, 430, AND 1270 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL AND ALONG THE SOUTH EDGE OF THE LOST RIVER DIVERSION CHANNEL CANAL. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. ROUTE 97 AND STATE ROUTE 140, GO EAST ON STATE ROUTE 140 (SOUTH SIDE EXPRESSWAY) FOR 4.5 KM (2.8 MI) TO AN INTERSECTION, WASHBURN ROAD. CONTINUE STRAIGHT AND GO EAST FOR 3.4 KM (2.1 MI) TO AN INTERSECTION, HOMEDALE ROAD. TURN RIGHT AND GO SOUTH FOR 1.2 KM (0.75 MI) TO A RAILROAD CROSSING. CONTINUE SOUTH FOR 1.3 KM (0.8 MI) TO A BEND LEFT. FOLLOW THE BEND (HENLEY ROAD) AND GO EAST FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT, THE CONTINUATION OF HOMEDALE ROAD. TURN RIGHT AND GO SOUTH FOR 1.2 KM (0.75 MI) TO A CANAL BRIDGE AND THE ENTRANCE TO A DIRT ROAD ALONG THE SOUTH SIDE OF THE CANAL ON THE LEFT. TURN LEFT AND GO EAST FOR 68.3 METERS (224 FT) TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "0 1986", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST 20 CM (8 IN) BELOW THE SURFACE OF THE GROUND AND COVERED BY A WOOD BOX. IT IS: 1.0 M (3.3 FT) NORTH OF A WITNESS POST, 2.3 M (7.5 FT) SOUTH OF THE DIRT ROAD CENTERLINE, AND 45.0 M (147.6 FT) EAST OF A METAL GATE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "150 1986", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST 30 CM (12 IN) BELOW THE SURFACE OF THE GROUND AND COVERED BY A WOOD BOX. IT IS: 1.0 M (3.3 FT) NORTH OF A WITNESS POST, AND 2.7 M (8.9 FT) NORTH OF THE DIRT ROAD CENTERLINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "430 1986", SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST 30 CM (12 IN) BELOW THE SURFACE OF THE GROUND AND COVERED BY A WOOD BOX. IT IS: 1.2 M (3.9 FT) NORTH OF A WITNESS POST, 2.2 M (7.2 FT) SOUTH OF THE DIRT ROAD CENTERLINE, AND 90.4 M (297 FT) EAST-SOUTHEAST OF A METER POWER POLE. THE 1270 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1270 1986", SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST. IT IS: 1.1 M (3.6 FT) NORTH OF A WITNESS POST, 2.2 M (7.2 FT) SOUTH OF A DIRT ROAD CENTERLINE, AND 33.0 M (108 FT) WEST OF THE DIRT ROAD TURN SOUTH. THE PLUMB POINT IS A DRILL HOLE IN THE CENTER OF STAMPED CROSS. USER NOTES: CARE SHOULD BE TAKEN TO PLUMB OVER THE PUNCH MARKS WITHIN THE CENTER CROSS OF EACH POINT. POINT ELEVATIONS ARE BASE LINE USE ONLY. NOTE: PUNCH MARKS IN DISKS ARE THERE, BUT HARD TO SEE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON STATE HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE KLAMATH COUNTY SURVEYORS OFFICE, COURTHOUSE, 300 4TH AVENUE, SW, ALBANY, OREGON 97321, TELEPHONE 541-967-3857 OR THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451232 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MCMINNVILLE CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 YAMHILL COUNTY NEAREST TOWN: MCMINNVILLE LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 000 48.375 150 48.147 149.9937 149.9939 .1 000 48.375 430 47.698 429.9915 429.9920 .2 000 48.375 1130 47.223 1129.9614 1129.9620 .2 150 48.147 430 47.698 279.9977 279.9981 .1 150 48.147 1130 47.223 979.9677 979.9681 .1 430 47.698 1130 47.223 699.9700 699.9701 .1 DESCRIPTION OF MCMINNVILLE BASE LINE YEAR MEASURED: 1986 YEAR REMEASURED: 2001 LATITUDE: 45 11 11 LONGITUDE: 123 07 57 AZIMUTH: 006 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SE OF MCMINNVILLE, AT THE MCMINNVILLE MUNICIPAL AIRPORT. PERMISSION AND KEY MAY BE OBTAINED FROM THE CITY ENGINEERS OFFICE BEFORE ENTERING THE AIRPORT OPERATIONS AREA. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1130 METER POINTS WITH A 100-FOOT TAPE CALIBRATION MARK NORTHEAST OF THE 0 METER POINT. ALL MARKS ARE ON LINE AND PARALLEL WITH RUNWAY 34. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 18 AND SALMON RIVER HIGHWAY 39, WHICH IS ABOUT 0.3 KM (0.2 MI) EAST OF THE MAIN ENTRANCE TO THE AIRPORT, GO SOUTH ON HIGHWAY 39 (CRUICKSHANK ROAD) FOR 0.3 KM TO A SIDE ROAD RIGHT (AIRPORT ROAD). TURN RIGHT, AND GO SOUTHERLY FOR 1.8 KM (1.1 MI) TO A DRIVEWAY AND ACCESS GATE ON RIGHT. PASS THROUGH GATE AND GO WESTERLY FOR 0.2 KM (0.1 MI) TO THE END OF DRIVEWAY AND RUNWAY 34. TURN LEFT AND GO SOUTH FOR 27.4 M (90.0 FT) TO THE 0-METER POINT ON EAST SIDE OF RUNWAY. ALL DISKS ARE STANDARD NGS BASE LINE DISKS SET INTO THE TOP OF 30 CM (12 IN) SQUARE CONCRETE MONUMENTS RECESSED 5 CM (3 IN) BELOW GROUND SURFACE. THE 0 METER POINT IS STAMPED, "000", AND IS LOCATED 26.8 M (88.0 FT) EAST OF THE CENTERLINE OF RUNWAY 34. THE 150 METER POINT IS STAMPED, "150", AND IS LOCATED 26.8 M (88.0 FT) EAST FROM CENTERLINE OF RUNWAY 34. THE 430 METER POINT IS STAMPED, "430", AND IS LOCATED 26.8 M (88.0 FT) EAST FROM CENTERLINE OF RUNWAY 34. THE 1130 METER POINT IS STAMPED, "1130", AND IS LOCATED 26.8 M (88.0 FT) EAST FROM CENTERLINE OF RUNWAY 34. 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 CITY OF MCMINNVILLE AND THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT THE CITY ENGINEERS OFFICE, 230 EAST 2ND STREET, CITY OF MCMINNVILLE, MCMINNVILLE, OREGON 97128. TELEPHONE 503-472-9371 x350 OR THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N451191 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MCNARY CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 UMATILLA COUNTY NEAREST TOWN: UMATILLA LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 2001 147.798 147 M 2001 148.386 146.5365 146.5377 .1 0 M 2001 147.798 476 M 2001 148.663 475.7550 475.7558 .2 0 M 2001 147.798 1254 M 2001 151.048 1254.2111 1254.2153 .2 147 M 2001 148.386 476 M 2001 148.663 329.2186 329.2187 .1 147 M 2001 148.386 1254 M 2001 151.048 1107.6746 1107.6778 .2 476 M 2001 148.663 1254 M 2001 151.048 778.4560 778.4597 .1 DESCRIPTION OF MCNARY BASE LINE YEAR MEASURED: 2001 LATITUDE: 45 54 24 LONGITUDE: 119 13 36 AZIMUTH: 282 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF UMATILLA, 8.0 KM (5.0 MI) NORTHEAST OF HERMISTON, 2.7 KM (1.7 MI) EAST OF THE COMMUNITY OF MCNARY, AND 6.0 KM (3.7 MI) SOUTHEAST OF THE MCNARY DAM ON THE COLUMBIA RIVER. THE BASE LINE IS A EAST-WEST BASE LINE WITH THE 0 METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 147, 476, AND 1254 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF I-82, US HIGHWAY 395N, AND US HIGHWAY 370 LOCATED ON THE EAST SIDE OF UMATILLA, GO EAST ON US HIGHWAY 370 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF US HIGHWAY 395 SOUTH TO HERMISTON. CONTINUE EAST ON HIGHWAY 370 FOR 3.1 KM (1.95 MI) TO A PAVED BEACH ACCESS ROAD LEADING NORTH TO THE TWO RIVERS CORRECTIONAL INSTITUTE. CONTINUE EAST ON US HIGHWAY 370 FOR 1.8 KM (1.1 MI) TO HIGHWAY MILEPOST 188 ON THE RIGHT AND 1254- METER POINT ON THE LEFT. CONTINUE EAST ON US HIGHWAY 370 FOR 1.3 KM (0.8 MI) TO THE 0-METER POINT ON THE LEFT WHICH IS 0.25 KM (0.15 MI) MI) WEST OF THE JUNCTION OF CRAIG ROAD LEADING SOUTH. THE 0-METER POINT IS A SMALL DRILL HOLE IN THE CENTER OF A STAMPED CROSS ON A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "0 M 2001" SET IN THE TOP OF A 1.2 M (4.0 FT) BY 1.2 M (4.0 FT) EXPOSURE OF LAVA OUTCROP PROJECTING 5 CM (2.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 54.4 M (178.5 FT) EAST- NORTHEAST OF THE NORTH END OF A 30 CM (12 IN) CONCRETE CULVERT PIPE UNDER THE HIGHWAY, 14.9 M (48.9 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE HIGHWAY. THE 147-METER POINT IS A SMALL DRILL HOLE IN THE CENTER OF A STAMPED CROSS ON A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "147 M 2001" SET IN THE TOP OF A 5.5 M (18.0 FT) BY 3.0 M (10 FT) LAVA OUTCROP RIDGE PROJECTING 20 CM (8.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 14.3 M (46.9 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH HIGHWAY. THE 476-METER POINT IS A SMALL DRILL HOLE IN THE CENTER OF A STAMPED CROSS ON A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "476 M 2001" SET IN THE TOP OF A 1.2 M (4.0 FT) BY 0.8 M (2.6 FT) EXPOSURE OF LAVA OUTCROP ON TOP OF A LOW LAVA RIDGE PROJECTING 10 CM (4.0 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 13.9 M (45.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.5 M (41.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 0.6 M (2.0 FT) ABOVE THE HIGHWAY. THE 1254-METER POINT IS A SMALL DRILL HOLE IN THE CENTER OF A STAMPED CROSS ON A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1254 M 2001" SET IN THE TOP OF A 1.0 M (3.3 FT) BY 0.6 M (2.0 FT) EXPOSURE OF LAVA OUTCROP THAT IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 32.9 M (107.9 FT) NORTHEAST OF AND A ACROSS THE HIGHWAY FROM MILEPOST 188, 30.0 M (98.4 FT) EAST OF THE CENTER OF A PAVED ACCESS ENTRANCE LEADING NORTH AND SOUTH TO GATED WILDLIFE AREAS, 13.4 M (44.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT) SOUTH OF THE RIGHT-OF-WAY FENCE. IT IS ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY AND 1.2 M (3.9 FT) SOUTHWEST FROM AND 30 CM (12 IN) BELOW THE HIGHEST POINT OF LAVA OUTCROP. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE BASED ON A THIRD ORDER TIE TO BM D525 PID# RB0644 AND BM K640 PID# RB0643. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION, UMATILLA COUNTY SURVEYOR, MORRO COUNTY SURVEYOR, AND LOCAL PRIVATE PARTICIPATION. FOR FURTHER INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N421223 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MEDFORD CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 JACKSON COUNTY NEAREST TOWN: MEDFORD 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 730.000 150 1986 728.454 149.9544 149.9624 0.1 0 1986 730.000 430 1986 724.752 430.0605 430.0925 0.1 0 1986 730.000 1200 1986 717.096 1199.9553 1200.0247 0.2 150 1986 728.454 430 1986 724.752 280.1061 280.1306 0.1 150 1986 728.454 1200 1986 717.096 1050.0009 1050.0624 0.1 430 1986 724.752 1200 1986 717.096 769.8948 769.9328 0.1 DESCRIPTION OF MEDFORD BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2000 LATITUDE: 42 25 48 LONGITUDE: 122 36 12 AZIMUTH: 262 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 32.0 KM (20 MI) EAST-NORTHEAST OF MEDFORD, 11.2 KM (7 MI) EAST OF BROWSBORO, 3.2 KM (2.0 MI) NORTH OF LAKECREEK, AND ALONG THE SOUTH SIDE RIGHT OF WAY OF STATE ROUTE 140. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT AT THE EAST END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND 1200 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO STATE ROUTE 140 ALONG THE SOUTH RIGHT OF WAY. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE ROUTE 62, GO NORTHEAST ON STATE ROUTE 62 FOR 9.6 KM (6.0 MI) TO THE JUNCTION OF STATE ROUTE 140. TURN RIGHT AND GO EAST ON STATE ROUTE 140 FOR 20.3 KM (12.7 MI) TO THE LAKECREEK ROAD EXIT RIGHT AND AN UPHILL PASSING LANE. CONTINUE EAST ON STATE ROUTE 140 FOR 3.2 KM (2.0 MI) PAST THE WEIGHT AND LOG SCALING STATION TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "0 1986", SET IN THE TOP OF A 60 CM (24 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.2 M (3.9 FT) NORTH OF A WITNESS POST, 11.5 M (37.8 FT) NORTH OF A WIRE FENCE, AND 18.6 M (61.0 FT) SOUTH OF THE STATE ROUTE 140 CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "150 1986", SET IN THE TOP OF 60 CM (24 IN) BY 95 CM (37 IN) IRREGULAR CONCRETE MASS FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.2 M (3.9 FT) NORTH OF A WITNESS POST, 4.8 METERS EAST OF A PAVED SIDE ROAD CENTERLINE, 11.3 M (37.1 FT) NORTH OF A WIRE FENCE/GATE, AND 19.0 METERS (62.3 FT) SOUTH OF STATE ROUTE 140 CENTERLINE. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "430 1986", SET IN THE TOP OF A 80 CM (31.5) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.2 M (3.9 FT) NORTH OF A WITNESS POST, 10.7 M (35.1 FT) NORTH OF A WIRE FENCE, AND 19.7 M (64.6 FT) SOUTH OF THE STATE ROUTE 140 CENTERLINE. THE 1200 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1200 1986", SET IN THE TOP OF A 80 CM (35.5 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 1.2 M (3.9 FT) NORTH OF A WITNESS POST, 8.8 M (28.9 FT) NORTH OF A WIRE FENCE, 21.3 M (69.9 FT) SOUTH OF THE STATE ROUTE 140 CENTERLINE, AND DIRECTLY ACROSS STATE ROUTE 140 FROM A LOG SCALING STATION. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441241 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NEWPORT 2 CBL OREGON SILVER SPRING MD 20910 - NOVEMBER 5, 2001 PROJECT ACCESSION NUMBER: 15167 LINCOLN COUNTY NEAREST TOWN: NEWPORT LIST OF ADJUSTED DISTANCES (OCTOBER 25, 2001) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1987 47.200 150 1987 48.818 149.9938 150.0025 .1 0 1987 47.200 430 1987 51.573 429.9912 430.0134 .2 0 1987 47.200 1140 1987 58.912 1139.9924 1140.0526 .3 150 1987 48.818 430 1987 51.573 279.9973 280.0109 .1 150 1987 48.818 1140 1987 58.912 989.9986 990.0501 .2 430 1987 51.573 1140 1987 58.912 710.0012 710.0392 .1 DESCRIPTION OF NEWPORT BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2001 LATITUDE: 44 34 47 LONGITUDE: 124 03 27 AZIMUTH: 37 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED ABOUT 6.6 KM (4.1 MI) SOUTH OF NEWPORT, AT THE NEWPORT MUNICIPAL AIRPORT, PARALLEL TO THE EAST SIDE OF SOUTHWEST-NORTHEAST RUNWAY. THE BASE LINE IS A SOUTHWEST-NORTHEAST LINE WITH 0-METER POINT AT THE SOUTHWEST END. THIS BASE LINE IS A FOUR POINT BASE CONSISTING OF THE 0, 150, 430, AND THE 1140 METER POINTS. ALL POINTS ARE SET ON A LINE ALONG AND PARALLEL TO THE EAST EDGE OF THE SOUTHWEST-NORTHEAST RUNWAY. TO REACH 0-METER POINT FROM THE JUNCTION OF U.S. ROUTE 20 AND U.S. ROUTE 101 IN NEWPORT, GO SOUTH ON U.S. ROUTE 101 FOR 1.6 KM (1.0 MI) TO THE NORTH SIDE OF THE YAQUINA BAY BRIDGE. CONTINUE STRAIGHT ACROSS THE BRIDGE ON U.S. ROUTE 101 FOR 4.9 KM (3.1 MI) TO A PAVED SIDE ROAD LEFT JUST BEFORE THE TOP OF HILL. TURN LEFT ON THE PAVED SIDE ROAD AND GO EAST THROUGH A GATE (SEE BELOW FOR GATE KEY) FOR 0.16 KM (0.1 MI) TO A GRAVEL ROAD LEFT. TURN LEFT AND GO NORTH FOR 0.16 KM (0.1 MI) TO A GRAVEL SIDE ROAD RIGHT AT NORTH END OF THE RUNWAY. TURN RIGHT AND GO EAST FOR O.16 KM (0.1 MI) TO A "T" JUNCTION AND GRAVEL ROAD. TURN RIGHT AND GO SOUTH FOR 0.32 KM (0.2 MI) TO A BEND LEFT. FOLLOW THE BEND AND CONTINUE ON THE GRAVEL ROAD FOR 0.8 KM (0.5 MI) PAST THE NORTHEAST END OF THE SECOND RUNWAY TO A DIRT SIDE ROAD RIGHT. TURN RIGHT ON THE DIRT SIDE ROAD AND GO SOUTHWEST FOR 0.9 KM (0.56 MI) TO THE 0-METER POINT ON THE RIGHT. TO REACH THE 1140 METER POINT FROM THE 0 METER POINT, GO NORTHEAST 0.9 KM (0.56 MI) ON THE DIRT ROAD TO A "T" JUNCTION AND A GRAVEL ROAD. TURN RIGHT AND GO EAST 30 METERS (100 FT) TO A GRAVEL SIDE ROAD LEFT. TURN LEFT AND GO NORTH FOR 0.24 KM (0.15 MI) TO A "Y", STAY LEFT AND FOLLOW THE DEEPLY RUTTED DIRT ROAD FOR 0.16 KM (0.1 MI) TO THE 1140 METER POINT ON THE RIGHT. IT MAY BE NECESSARY TO WALK THIS BRUSHY, SWAMPY -TYPICALLY NOT DRIVABLE- SECTION. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, 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: 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD, 5.7 M (18.7 FT) WEST OF A WITNESS POST, AND 51.5 M (170 FT) EAST OF THE EAST EDGE OF THE RUNWAY. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "150 1987", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 5.6 M (18.4 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD, 7.7 M (25.3 FT) WEST OF A WITNESS POST, AND 48.3 M (158 FT) EAST OF THE EAST EDGE OF THE RUNWAY. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "430 1987", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 35.1 M (115 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD, 37.3 M (122 FT) WEST OF A WITNESS POST, AND 41.9 METERS (137 FT) EAST OF THE EAST EDGE OF THE RUNWAY. THE 1140 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1140 1987", SET IN THE TOP OF A 84 CM (33 IN) IRREGULAR MASS OF CONCRETE PROJECTING 10 CM (4 IN) ABOVE THE GROUND. IT IS: 0.6 METERS (2 FT) SOUTH OF A WITNESS POST, 3.8 METERS (12.5 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD (SEE TO REACH ABOVE). USER NOTES: CBL USERS SHOULD CONTACT THOMAS HAMILTON, POINT OF CONTACT, FOR GATE ACCESS KEY. RUNWAYS SHOULD NOT BE CROSSED AT ANYTIME. CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR BASE LINE USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION, LINCOLN COUNTY, AND CITY OF NEWPORT. FOR MORE INFORMATION, PLEASE CONTACT MR. THOMAS R. HAMILTON, P.L.S., LINCOLN COUNTY SURVEYOR, 880 N.E. 7TH STREET, NEWPORT, OREGON, 97365, TELEPHONE 503-265-6611 x247 OR THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431171 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ONTARIO CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 MALHEUR COUNTY NEAREST TOWN: VALE 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 865.600 150 1986 864.543 150.0006 150.0043 0.1 0 1986 865.600 430 1986 861.948 430.0086 430.0241 0.2 0 1986 865.600 1000 1986 862.296 1000.0002 1000.0057 0.2 150 1986 864.543 430 1986 861.948 280.0080 280.0201 0.1 150 1986 864.543 1000 1986 862.296 849.9996 850.0026 0.2 430 1986 861.948 1000 1986 862.296 569.9915 569.9916 0.1 DESCRIPTION OF ONTARIO (VALE) BASE LINE YEAR MEASURED: 1987 YEAR REMEASURED: 2000 LATITUDE: 42 53 29 LONGITUDE: 117 26 55 AZIMUTH: 146 CHIEF OF PARTY: CLS THE BASE LINE IS LOCATED 21 KM (13.1 MI) WEST OF VALE, 40 KM (25 MI) WEST OF ONTARIO, AND SOUTH OF U.S. ROUTE 20 ALONG THE EAST SIDE OF A GRAVEL ROAD ON BUREAU OF LAND MANAGEMENT, DEPARTMENT OF INTERIOR LAND. 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 1000 METER POINT. ALL POINTS ARE SET ON A LINE THAT RUNS PARALLEL TO THE EAST EDGE OF A GRAVEL ROAD WITH THE EXCEPTION OF THE 1000 METER POINT WHICH IS SET SOUTH OF A DIRT TRACK ROAD AT THE EAST BASE OF A HILL. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. ROUTE 20 AND U.S. ROUTE 26 IN VALE, GO WEST ON U.S. ROUTE 20 FOR 11.0 KM (6.9 MI) TO THE MALHEUR RIVER BRIDGE. CONTINUE STRAIGHT ON U.S. ROUTE 20 FOR 7.4 KM (4.6 MI) TO MILEPOST 233. CONTINUE STRAIGHT FOR 1.2 KM (0.75 MI) TO A GRAVEL SIDE ROAD LEFT. TURN LEFT ON THE GRAVEL SIDE ROAD AND GO SOUTH FOR 0.16 KM (0.1 MI) 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 42 CM (16.5 IN) SQUARE CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS: 20.1 M (65.9 FT) EAST OF THE GRAVEL ROAD CENTERLINE. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "150 1986", SET IN THE TOP OF A 40 CM (16 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 28.1 M (92.2 FT) EAST OF THE GRAVEL ROAD CENTERLINE, AND 1.0 M (3.3 FT) WEST OF A WITNESS POST. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "430 1986", SET IN THE TOP OF A 33 CM (13 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 44.8 M (147.0 FT) EAST OF THE GRAVEL ROAD CENTERLINE, AND 1.0 M (3.3 FT) WEST OF A WITNESS POST. THE 1000 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1000 1986", SET IN THE TOP OF A 32 CM (12.6 IN) SQUARE CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND. TO REACH THE 1000 METER POINT FROM THE 0 METER POINT, GO SOUTH ON THE GRAVEL ROAD 0.28 KM (0.45 MI) TO A DIRT TRACK SIDE ROAD LEFT. TURN LEFT ON THE DIRT TRACK ROAD AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE 1000 METER POINT ON THE RIGHT. IT IS: 76.2 M (250 FT) SOUTH OF THE DIRT TRACK ROAD. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N431232 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROSEBURG CBL OREGON SILVER SPRING MD 20910 - February 7, 2001 PROJECT ACCESSION NUMBER: 15167 DOUGLAS COUNTY NEAREST TOWN: ROSEBURG 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 1989 1000.000 150 1989 1001.291 149.9840 149.9896 0.1 0 1989 1000.000 430 1989 1003.419 429.9716 429.9852 0.2 0 1989 1000.000 1440 1989 1012.117 1439.9735 1440.0245 0.2 150 1989 1001.291 430 1989 1003.419 279.9876 279.9957 0.1 150 1989 1001.291 1440 1989 1012.117 1289.9895 1290.0349 0.2 430 1989 1003.419 1440 1989 1012.117 1010.0019 1010.0393 0.1 DESCRIPTION OF ROSEBURG BASE LINE YEAR MEASURED: 1990 YEAR REMEASURED: 2000 LATITUDE: 43 13 58 LONGITUDE: 123 21 19 AZIMUTH: 343 CHIEF OF PARTY: CLS A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. THE BASE LINE IS LOCATED AT THE ROSEBURG MUNICIPAL AIRPORT, ON THE NORTH SIDE OF ROSEBURG. THE BASE LINE RUNS PARALLEL WITH AND TO THE EAST OF THE AIRPORT RUNWAY. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1440 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN AND IN LINE WITH THE 0 AND 150-METER POINTS. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. INTERSTATE 5 (EXIT 125) AND GARDEN VALLEY BOULEVARD, GO EAST ON GARDEN VALLEY BOULEVARD 0.6 KM (0.4 MI) TO THE INTESECTION OF AIRPORT ROAD. TURN LEFT ONTO AIRPORT ROAD AND GO NORTH 0.4 KM (0.25 MI) TO THE INTERSECTION OF STEWART PARKWAY-ALAMEDA AVENUE. TURN LEFT ONTO STEWART PARKWAY-ALAMEDA AVENUE AND GO WEST, OVER A SET OF RAILROAD TRACKS, 35 M (115 FT) TO A LOCKED GATE ON THE RIGHT. TURN RIGHT AND PROCEED NORTH THROUGH THE LOCKED GATE 0.2 KM (0.1 MI) ON A DIRT ROAD TO THE 0-METER POINT 25 M (82 FT) OFF ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1989" SET IN THE TOP OF A 31 CM (12 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 41.3 M (135.5 FT) WEST OF A CHAIN LINK FENCE, 30.8 M (101.0 FT) NORTHEAST OF THE EASTERNMOST ONE OF FOUR RED RUNWAY LIGHTS AT THE SOUTHEAST CORNER OF THE RUNWAY, 28.0 M (91.9 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 20.9 M (68.6 FT) NORTHEAST OF USC&GS BENCH MARK STAMPED "AP1963 STA A", 13.3 M (43.6 FT) NORTHEAST OF A STEEL DRAIN COVER, AND 1.2 M (3.9 FT) EAST OF A WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1989" SET IN THE TOP OF A 28 CM (11 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 35.7 M (117.1 FT) WEST OF A CHAIN LINK FENCE, 28.5 M (93.5 FT) EAST OF THE EAST EDGE OF THE RUNWAY, AND 1.0 M (3.3 FT) EAST OF A WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 1989" SET IN THE TOP OF A 28 CM (11 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 47.1 M (154.5 FT) WEST OF A CHAIN LINK FENCE, 29.3 M (96.1 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 25.6 M (84.0 FT) SOUTHWEST OF A WIND SOCK, 20.4 M (66.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A WIND DIRECTION INDICATOR'S BASE, AND 0.9 M (3.0 FT) EAST OF A WITNESS POST. THE 1440-METER POINT IS A NGS OREGON PRIMARY GPS STATION DISK STAMPED "1440 1989" SET IN THE TOP OF A 28 CM (11 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 61.6 M (202.1 FT) NORTHEAST OF THE EASTERNMOST ONE OF FOUR RED RUNWAY LIGHTS AT THE NORTHEAST CORNER OF THE RUNWAY, 57.0 M (187.0 FT) NORTHEAST OF USC&GS BENCH MARK STAMPED "P354 1954", 8.0 M (26.2 FT) SOUTH OF A CHAIN LINK FENCE, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT" SET IN THE TOP OF A 28 CM (11 IN) SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 40.0 M (131.2 FT) WEST OF A CHAIN LINK FENCE, 30.5 M (100.0 FT) NORTH OF THE 0-METER POINT, 28.0 M (91.9 FT) EAST OF THE EAST EDGE OF THE RUNWAY, AND 1.0 M (3.3 FT) EAST OF A WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. PERMISSION IS REQUIRED TO ACCESS THIS BASE LINE - SEE BELOW. THIS BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE, SUITE B-250, SALEM, OREGON 97301, TELEPHONE 503-986-3103. PERMISSION AND ACCESS TO THE AIRPORT PROPERTY MAY BE ACQUIRED FROM CITY OF ROSEBURG, AVIATION DEPARTMENT, TELEPHONE 541-672-4931. US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N441224 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SALEM OREGON ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15167 MARION COUNTY NEAREST TOWN: SHAW LIST OF ADJUSTED DISTANCES (NOVEMBER 9, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 400.000 150 399.525 149.9997 150.0005 0.1 0 400.000 580 398.765 580.0068 580.0081 0.4 0 400.000 1120 397.610 1119.9556 1119.9581 0.6 150 399.525 580 398.765 430.0071 430.0077 0.4 150 399.525 1120 397.610 969.9558 969.9577 0.5 580 398.765 1120 397.610 539.9488 539.9500 0.4 DESCRIPTION OF SALEM BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THIS BASE LINE IS LOCATED 14.4 KM (9.0 MI) SOUTHEAST OF SALEM, 8.0 KM (5.0 MI) NORTHWEST OF STAYTON AND 2.4 KM (1.5 MI) SOUTH- SOUTHEAST OF SHAW, ALONG STATE HIGHWAY 22. TO REACH THIS BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 22, GO EAST ON STATE HIGHWAY 22 FOR 11.7 KM (7.3 MI) TO A YELLOW, FLASHING, CAUTION LIGHT AT THE INTERSECTION OF STATE HIGHWAY 22 AND SHAW ROAD. CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.8 KM (1.15 MI) ON STATE HIGHWAY 22 TO A BRIDGE OVERPASS, CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.1 KM (0.05 MI) ON STATE HIGHWAY 22 TO THE 1120 METER POINT ON THE RIGHT. THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. THIS BASE LINE IS A FOUR POINT BASE CONSISTING OF 0, 150, 580 AND 1120 METER POINTS. ALL POINTS ARE SET ON LINE AND RUNNING PARALLEL TO STATE HIGHWAY 22. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 1987", SET INTO THE TOP OF A CONCRETE POST MEASURING 40 CM (16.0 IN.) IN DIAMETER THAT IS FLUSH WITH THE GROUND AND IS LOCATED 9.5 M (31.2 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 22, 6.3 M (20.7 FT) NORTHEAST OF A WIRE FENCE LINE AND 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 1987", SET INTO THE TOP OF A CONCRETE POST MEASURING 45 CM (17.7 IN) IN DIAMETER, THAT IS FLUSH WITH THE GROUND AND IS LOCATED 9.9 M (32.5 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 22, 6.1 M (20.0 FT) NORTHEAST OF A WIRE FENCE LINE AND 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST. THE 580 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK SET INTO THE TOP OF A CONCRETE POST MEASURING 40 CM (16.0 IN) IN DIAMETER THAT IS FLUSH WITH THE GROUND AND IS LOCATED 10.6 M (34.8 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 22, 5.4 M (17.7 FT) NORTHEAST OF A WIRE FENCELINE AND 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST. THE 1120 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK SET INTO THE TOP OF A CONCRETE POST MEASURING 40 CM (16.0 IN) IN DIAMETER THAT IS FLUSH WITH THE GROUND AND IS LOCATED 55.0 M (180.4 FT) SOUTHEAST OF THE CONCRETE BRIDGE OVERPASS, 11.4 M (37.4 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 22, 7.5 M (24.6 FT) NORTHEAST OF A WIRE FENCE LINE AND 1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST. USER NOTES: TRAFFIC SAFTEY PRECAUTIONS SHOULD BE TAKEN DUE TO HEAVY TRAFFIC FLOW. ELEVATION AT 0 METER POINT ASSUMED. ALL POINT ELEVATIONS ARE FOR BASE LINE USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON DEPARTMENT OF TRANSPORTATION. FOR USE AND FURTHER INFORMATION, PLEASE CONTACT: MR. PETE FIDLER, OREGON DEPT. OF TRANSPORTATION, HIGHWAY DIVISION, REGION 2 LOCATION, EAST SALEM HIGHWAY BLDG., 2960 STATE STREET, ROOM 208, SALEM, OREGON 97310, TELEPHONE 503-378-3883.