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.