STATE OF OREGON

                                                           
                                                               CONTENTS

           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD

           ALBANY (1982)                              OREGON                   LINN                      N441231
           ALBANY CBL (2000 REMEASURED)               OREGON                   LINN                      N441231
           ASTORIA (1987)                             OREGON                   CLATSOP                   N461233
           ASTORIA CBL (2001 REMEASURED)              OREGON                   CLATSOP                   N461242
           AURORA CBL (was PORTLAND-2000 REMEASURED)  OREGON                   MARION                    N451223
           BANDON (1987)                              OREGON                   COOS                      N431242
           BANDON CBL (2001 REMEASURED)               OREGON                   COOS                      N431242
           BLUE MOUNTAIN (1984)                       OREGON                   UNION                     N451182
           BLUE MOUNTAIN CBL (2000 REMEASURED)        OREGON                   UNION                     N451182
           CENTRAL OREGON (1982)                      OREGON                   DESCHUTES                 N441212
           CENTRAL OREGON CBL (2000 REMEASURED)       OREGON                   DESCHUTES                 N441212
           EUGENE (1994)                              OREGON                   LANE                      N441232
           EUGENE CBL (2001 REMEASURED)               OREGON                   LANE                      N441232
           HERMISTON (1987)                           OREGON                   MORROW                    N451191
           HILLSBORO (1987)                           OREGON                   WASHINGTON                N451224
           HILLSBORO CBL (2000 REMEASURED)            OREGON                   WASHINGTON                N451224
           KLAMATH FALLS (1987)                       OREGON                   KLAMATH                   N421213
           KLAMATH FALLS CBL (2001 REMEASURED)        OREGON                   KLAMATH                   N421213
           MCMINNVILLE (1986)                         OREGON                   YAMHILL                   N451232
           MCMINNVILLE CBL (2001 REMEASURED)          OREGON                   YAMHILL                   N451232
           MCNARY CBL (2001)                          OREGON                   UMATILLA                  N451191
           MEDFORD (1987)                             OREGON                   JACKSON                   N421223
           MEDFORD CBL (2000 REMEASURED)              OREGON                   JACKSON                   N421223
           NEWPORT (1982)                             OREGON                   LINCOLN                   N441242
           NEWPORT CBL (2001 REMEASURED)              OREGON                   LINCOLN                   N441241
           ONTARIO (1987)                             OREGON                   MALHEUR                   N431172
           ONTARIO CBL (2000 REMEASURED)              OREGON                   MALHEUR                   N431171
           PORTLAND (1976)                            OREGON                   MARION                    N451223
           PORTLAND CBL (now AURORA-1990 REMEASURED)  OREGON                   MARION                    N451223
           ROSEBURG CBL (1990)                        OREGON                   DOUGLAS                   N431232
           ROSEBURG CBL (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                    OREGON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15773                 LINN COUNTY

                                               LIST OF ADJUSTED DISTANCES (NOVEMBER 1, 1982)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

        ZERO                         66.336     150                            67.037      149.9721       149.9737       0.3
        ZERO                         66.336     430                            66.689      430.0076       430.0078       0.6
        ZERO                         66.336     1240                           67.056     1239.9950      1239.9952       0.8

        150                          67.037     430                            66.689      280.0356       280.0358       0.5
        150                          67.037     1240                           67.056     1090.0230      1090.0230       0.7

        430                          66.689     1240                           67.056      809.9874       809.9874       0.5

 DESCRIPTION OF: ALBANY BASE LINE
 YEAR MEASURED:  1982
 CHIEF OF PARTY:  REP

 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.

 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 BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE NORTH END.  IT IS MADE UP OF 0, 150, 430, 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.

 THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---ZERO 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN)
 IN DIAMETER PROJECTING 3 CM (1 IN) ABOVE 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 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 34 CM (13 IN)
 IN DIAMETER FLUSH WITH GROUND LOCATED 5.67 M (18.6 FT) N FROM CENTER LINE OF E-W TAXIWAY JOINING THE RUNWAY AND TAXIWAY,
 AND 5.00 M (16.4 FT) S FROM AIRPORT SIGN (LISTING THE ELEVATION (220 FT) AND RUNWAY LENGTH (3000 FT)).

 THE 430 METER POINT IS A STANDARD NGS 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 1240 METER POINT IS A STANDARD NGS 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).

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WILLIAMETTE CHAPTER OF PROFESSIONAL LAND SURVEYORS OF OREGON.  FOR
 FURTHER INFORMATION, CONTACT THE CITY OF ALBANY ENGINEERING DIVISION, 127 BROADALBIN SW, ALBANY, OREGON 97321, TELEPHONE
 503-967-4318.

 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)

    ZERO 1982                         66.336 430 1982                          66.689      430.0114       430.0115       0.1
    ZERO 1982                         66.336 1090                              67.117     1089.9962      1089.9965       0.1
    ZERO 1982                         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, PHONE 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.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N461233
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ASTORIA                   OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 CLATSOP COUNTY
                                                   NEAREST TOWN:  HAMMOND

                                               LIST OF ADJUSTED DISTANCES  (AUGUST 14, 1987)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)       TO STATION                 ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

    0                                  2.000       150                          2.029      150.0036       150.0036       0.1
    0                                  2.000       430                          1.935      429.9954       429.9954       0.5
    0                                  2.000       1080                         1.912     1080.0015      1080.0015       0.7

    150                                2.029       430                          1.935      279.9918       279.9918       0.5
    150                                2.029       1080                         1.912      929.9979       929.9979       0.6

    430                                1.935       1080                         1.912      650.0061       650.0061       0.4

 DESCRIPTION OF: ASTORIA BASE LINE
 YEAR MEASURED:  1987
 CHIEF OF PARTY:  MTL

 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 PENNISULA OF
 FORT STEVENS STATE PARK, ALONG THE EAST EDGE OF THE MAIN PARK ROAD TO THE SOUTH JETTY.

 THIS BASE LINE IS A NORTHWEST-SOUTHWEST 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.

 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, 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 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, 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, 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: 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 HIGHWAY DIVISION-OREGON D.O.T. FOR FURTHER INFORMATION, PLEASE
 CONTACT MR. A.T. FALLS, OREGON HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION, 705 W. MARINE DRIVE, ASTORIA, OREGON,
 97103, TELEPHONE 503-325-4732.

 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.

1THE 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                                 58.640 150                               58.765      149.9774       149.9774       0.1
    0                                 58.640 800                               58.923      799.8657       799.8657       0.1
    0                                 58.640 1530                              58.361     1530.5701      1530.5701       0.2
 
    150                               58.765 800                               58.923      649.8883       649.8883       0.1
    150                               58.765 1530                              58.361     1380.5928      1380.5928       0.1
 
    800                               58.923 1530                              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                    OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 COOS COUNTY
                                                   NEAREST TOWN:  BANDON

                                               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                                  3.000  280                               1.730      280.0035       280.0064       0.4
    0                                  3.000  430                               1.698      429.9985       430.0005       0.4
    0                                  3.000  1080                              3.307     1079.9886      1079.9886       0.6

    280                                1.730  430                               1.698      149.9949       149.9950       0.1
    280                                1.730  1080                              3.307      799.9849       799.9865       0.4

    430                                1.698  1080                              3.307      649.9900       649.9919       0.4

 DESCRIPTION OF: BANDON BASE LINE
 YEAR MEASURED: 1987
 CHIEF OF PARTY: MTL

 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 PENNISULA 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.

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "0 1986", SET IN THE TOP OF A 40 CM (16 IN) DIAMETER
 CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE GROUND, 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 DISC, STAMPED "280 1986", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE GROUND, 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 DISC, STAMPED "430 1986", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE GROUND, 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 DISC, STAMPED "1080 1986", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST, 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: TRAFFIC SAFETY PRECAUTIONS SHOULD BE TAKEN DUE TO CLOSE PROXIMITY TO PARK ROAD. ELEVATIONS FOR ALL POINTS ARE FOR
 BASE LINE USE ONLY.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON STATE HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION. FOR
 MORE INFORMATION, PLEASE CONTACT MR. FRANK MORRISON, O.H.D., OREGON D.O.T., 193 EAST SECOND STREET, COQUILLE, OREGON, 97423.
 TELEPHONE 503-396-3707.

 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             OREGON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15773                 UNION COUNTY

                                               LIST OF ADJUSTED DISTANCES (DECEMBER 21, 1984)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

          0                          839.726      150                         839.168     150.0125       150.0135       0.1
          0                          839.726      430                         838.251     429.9901       429.9926       0.4
          0                          839.726     1149                         835.698    1149.9611      1149.9681       0.5

        150                          839.168      430                         838.251     279.9776       279.9791       0.4
        150                          839.168     1149                         835.698     999.9486       999.9546       0.5

        430                          838.251     1149                         835.698     719.9710       719.9756       0.4

 DESCRIPTION OF: BLUE MOUNTAIN BASE LINE
 YEAR MEASURED:  1984
 CHIEF OF PARTY:  WJR

 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.

 TO REACH THE BASE LINE 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 BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END.  IT IS MADE UP OF THE 0, 150,
 430, AND 1149 METER POINTS.  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.

 THE 0-METER POINT IS A STANDARD PLSO DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 2.54 CM (10 INCHES) IN
 DIAMETER RECESSED 0.5 CM (2 IN) BELOW THE GROUND LOCATED 39.32 M (129.0 FT) SW FROM CENTER LINE OF HIGHWAY 30, 7.1 M (23.3
 FT) SE FROM CENTER LINE OF FIELD ROAD, AND 6.15 M (20.2 FT) NE FROM BARBED WIRE FENCE.  ALL OF THE MARKS ARE 63 MM (2.5
 IN) BRASS DISKS WITH A CHISELED CROSS IN THE TOP AND STAMPED WITH THE LETTERS PLSO BASE LINE.  ALL ARE SET IN THE TOP OF
 254 MM (10 INCH) ROUND CONCRETE MONUMENTS WHICH ARE SET IN THE MIDDLE OF A 3.05 M (10 FT) ROUND GRAVEL FILLED AREA AND ARE
 FROM 0.5 TO 0.75 CM (2-3 INCHES) BELOW THE SURFACE.  ALL OF THE MARKS WILL HAVE WITNESS POSTS SET NEARBY.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BLUE MOUNTAIN CHAPTER OF THE PROFESSIONAL LAND SURVEYORS OF OREGON.
 FOR FURTHER INFORMATION, CONTACT UNION COUNTY SURVEYOR, C/O ANDERSON PERRY AND ASSOCIATES, 1901 FIR STREET, LA GRANDE, OR
 97850, TELEPHONE 503-963-8309.

 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            OREGON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15773                 DESCHUTES COUNTY

                                               LIST OF ADJUSTED DISTANCES (NOVEMBER 1, 1982)

                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)

        0                           1000.000    150                           1000.544     149.9947       149.9957       0.3
        0                           1000.000    430                           1001.589     429.9771       429.9800       0.5
        0                           1000.000    1260                          1007.255    1259.9853      1260.0062       0.7

        150                         1000.544    430                           1001.589     279.9824       279.9843       0.4
        150                         1000.544    1260                          1007.255    1109.9906      1110.0109       0.6

        430                         1000.589    1260                          1007.255     830.0082       830.0275       0.4

 DESCRIPTION OF: CENTRAL OREGON BASE LINE
 YEAR MEASURED:  1982
 CHIEF OF PARTY:  WJR

 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.

 TO REACH THE BASE LINE FROM THE DESCHUTES JUNCTION ON UNITED STATES HIGHWAY 97 ABOUT 11.3 KM (7.0 MI) NORTH OF BEND AND 14.5
 KM (9.0 MI) SOUTH OF REDMOND, GO EAST ON DESCHUTES ROAD FOR 0.5 KM (0.3 MI), CROSSING RAILROAD TRACKS, TO A GRADED CINDER
 ROAD ON THE LEFT WHERE BLACKTOP MAKES A SHARP RIGHT TURN TO THE SOUTH.  TURN LEFT ON CINDER ROAD AND GO EASTERLY FOR 0.64 KM
 (0.4 MI) TO A SIDE ROAD, CONTINUE STRAIGHT AHEAD ON CINDER ROAD FOR 0.24 KM (0.15 MI) TO END OF CINDER ROAD AND A GATE.  PASS
 THROUGH GATE AND GO EASTERLY ON TRACK ROAD FOR 2.74 KM (1.7 MI) TO A POWERLINE, CONTINUE ON TRACK ROAD FOR 0.4 KM (0.25 MI)
 THROUGH GATE AND GO EASTERLY ON TRACK ROAD FOR 3.22 KM (2.0 MI) TO A BRIDGE OVER THE UNIT MAIN CANAL.  TURN RIGHT AND GO SOUTH
 ON CANAL ROAD FOR 0.4 KM (0.25 MI) TO A DIM TRACK ROAD ON THE RIGHT.  (TO REACH THE 0 METER POINT TURN RIGHT AND GO SOUTHWEST
 ON TRACK ROAD FOR 0.13 KM (0.08 MI) TO THE 0 METER POINT WHICH IS ABOUT THE SAME ELEVATION AS THE CANAL ROAD).  TO REACH THE
 150 METER POINT FROM THE CANAL ROAD CONTINUE SOUTH FOR 0.2 KM (0.125 MI) TO THE MARK ON THE RIGHT ABOUT 1.8 M (6.0 FT) LOWER
 AND 17.68 M (58.0 FT) WEST OF THE CANAL ROAD, CONTINUE SOUTH 0.28 KM (0.175 MI) TO THE 430 METER POINT ON THE RIGHT ABOUT 0.9
 M (3.0 FT) LOWER AND 18.9 M (62.0 FT) WEST OF THE CANAL ROAD, CONTINUE SOUTH 0.8 KM (0.5 MI) TO THE 1260 METER POINT ON THE
 RIGHT ABOUT 0.9 M (3.0 FT) LOWER AND 7.3 M (24.0 FT) WEST OF THE CANAL ROAD.

 THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE NORTH END.  IT IS MADE UP OF 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 ON A LINE ON THE WEST SIDE OF THE LEVEE AND CANAL ROAD.  ALL OF THE MARKS HAVE PLASTIC WITNESS POSTS
 NEAR THEM.

 THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 1982---SET INTO A ROCK OUTCROP OF 1.8 M (6.0 FT) LARGEST DIMENSION
 LOCATED 10.973 M (36.0 FT) SW FROM A CROOKED 46 CM (18 IN) JUNIPER TREE, 28.499 M (93.5 FT) W FROM REFERENCE MARK NUMBER 1,
 AND 54.712 M (179.5 FT) W FROM CENTER LINE OF CANAL ROAD.

 THE 150 METER POINT IS A STANDARD NGS 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 LOCATED 3.658 M (12.0 FT) W FROM CENTER LINE OF TRACK ROAD, 17.678 (58.0 FT)
 W FROM CENTER LINE OF CANAL ROAD, AND 43.129 M (141.5 FT) NE FROM 76 CM (30 IN) JUNIPER TREE.

 THE 430 METER POINT IS A STANDARD NGS 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 GROUND LOCATED 3.658 M (12.0 FT) E FROM CENTER LINE OF DIM TRACK ROAD,
 17.526 M (57.5 FT) SE FROM 61 CM (24 IN) JUNIPER TREE, AND 18.745 M (61.5 FT) W FROM CENTER LINE OF CANAL ROAD.

 THE 1260 METER POINT IS A STANDARD NGS DISK STAMPED---1260 1982---SET INTO ROCK OUTCROP 1.8 M (6.0 FT) LARGEST DIMENSION
 LOCATED 4.877 M (16.0 FT) E FROM EAST EDGE OF LARGE ROCK PILE, 7.315 M (24.0 FT) W FROM CENTER LINE OF CANAL ROAD, AND 9.144
 M (30.0 FT) NW FROM 7.5 CM (3 IN) JUNIPER TREE.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL OREGON CHAPTER OF PROFESSIONAL LAND SURVEYORS OF OREGON.  FOR
 FURTHER INFORMATION CONTACT THE DESCHUTES COUNTY SURVEYOR, 61150 SE 27TH, BEND, OR 97702, TELEPHONE 503-388-6589.

 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, TELEPHONE
 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.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N441232
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  EUGENE CBL                OREGON              
 ROCKVILLE MD 20852 - JUNE 28, 1994                PROJECT ACCESSION NUMBER:  15167                  LANE COUNTY         
                                                   NEAREST TOWN:  EUGENE              

                                               LIST OF ADJUSTED DISTANCES  (JUNE 28, 1994)

                                                                                      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      149.9859       149.9881       0.1
    0 1993                           120.578 430 1993                         119.466      429.9908       429.9922       0.2
    0 1993                           120.578 1200 1993                        118.553     1199.9676      1199.9693       0.3
 
    150 1993                         119.778 430 1993                         119.466      280.0049       280.0050       0.1
    150 1993                         119.778 1200 1993                        118.553     1049.9816      1049.9823       0.2
 
    430 1993                         119.466 1200 1993                        118.553      769.9767       769.9773       0.1

 DESCRIPTION OF: EUGENE BASE LINE
 YEAR MEASURED: 1994
 CHIEF OF PARTY: DRH
 
 A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0 METER POINT.  THE REDUCED MARK TO MARK DISTNACE 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.  NGS BENCH MARK "B 732" WAS USED TO TIE THE BASE LINE
 ELEVATIONS TO NAVD 88.

 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN COOPERATION WITH THE OREGON DEPARTMENT OF TRANSPORTATION AND THE LANE COUNTY
 DEPARTMENT OF PUBLIC WORKS. FOR MORE INFORMATION PLEASE CONTACT MR. LYLE RIGGERS, NATIONAL GEODETIC SURVEY, P.O.  BOX 12114,
 SALEM, OR 97309, TELEPHONE 503-378-5458, OR CONTACT MR. BRUCE EBLING, OREGON DEPARTMENT OF TRANSPORTATION, 160 MADISON STREET,
 EUGENE, OR 97402, TELEPHONE 503-686-7610, OR CONTACT MR. JON STRINGER, DEPARTMENT OF PUBLIC WORKS, LAND MANAGEMENT DIVISION,
 SURVEYORS, 125 EAST 8TH AVENUE, EUGENE, OR 97401-2926, TELEPHONE 503-687-4195.
 
 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                 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                 OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 WASHINGTON COUNTY
                                                   NEAREST TOWN:  HILLSBORO
 
                                               LIST OF ADJUSTED DISTANCES  (AUGUST 14, 1987)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)       TO STATION                 ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0                                 60.960       150                         60.231      149.9951       149.9968       0.1
    0                                 60.960       940                         51.911      939.9965       940.0400       0.3
    0                                 60.960       1370                        52.391     1369.9982      1370.0250       0.4
 
    150                               60.231       940                         51.911      790.0015       790.0453       0.3
    150                               60.231       1370                        52.391     1220.0032      1220.0284       0.4
 
    940                               51.911       1370                        52.391      430.0014       430.0017       0.3
 
 DESCRIPTION OF: HILLSBORO BASE LINE
 YEAR MEASURED:  1987
 CHIEF OF PARTY:  MTL
 
 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.
 
 TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. ROUTE 26 AND HELVETIA ROAD, GO SOUTH ON HELVETIA ROAD FOR 0.16 KM (0.1 MI)
 TO AN INTERSECTION, GROVELAND DRIVE. TURN LEFT ON GROVELAND DRIVE AND GO WEST FOR 1.12 KM (0.7 MI) TO THE 0 METER POINT ON
 THE LEFT.
 
 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.
 
 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "0 1987", SET IN TOP OF 40 CM (16 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE GROUND, 1.0 METER (3.3 FT) NORTH OF A WITNESS POST, 14.8 METERS (48.6 FT) SOUTH OF THE CENTER
 LINE OF GROVELAND DRIVE, 12.8 METERS (42.0 FT) NORTH OF  THE CENTER LINE OF THE WESTBOUND LANE OF U.S. ROUTE 26, AND 32.2
 METERS (105.8 FT) SOUTHEAST OF USC&GS TRIAGULATION STATION "ROVE 1968".
 
 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "150 1987", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST FLUSH  WITH THE GROUND, 1.0 METER (3.3 FT) NORTH OF A WITNESS POST, 14.5 METERS (47.6 FT) SOUTH OF THE
 CENTER LINE OF GROVELAND DRIVE, AND 13.1 METERS (43.0 FT) NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF U.S. ROUTE 26.
 
 THE 940 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "940 1987", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST FLUSH  WITH THE GROUND, 1.0 METER (3.3. FT) NORTH OF A WITNESS POST, 13.7 METERS (45.0 FT) SOUTH OF
 THE CENTER LINE OF GROVELAND DRIVE, 13.7 METERS (45.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF U.S. ROUTE 26,
 AND 16.4 METERS (53.8 FT) NORTHWEST OF AN ORHD BENCHMARK "D 672 1976" SET IN THE CENTER OF A  CONCRETE HEADWALL.
 
 THE 1370 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "1370 1987", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST FLUSH  WITH THE GROUND, 1.0 METERS (3.3 FT) NORTH OF A WITNESS POST, 14.2 METERS (46.6 FT) NORTH OF
 THE CENTER LINE OF THE WESTBOUND LANE OF U.S. ROUTE 26, 190 METERS (623.4 FT) WEST OF THE END OF THE GROVELAND DRIVE
 PAVEMENT, AND 3.5 METERS (11.5 FT) SOUTH OF CENTER LINE OF A DIRT ROAD.
 
 USER NOTES: BASE LINE USER ACTIVITIES SHOULD BE DONE ALONG GROVELAND DRIVE AND NOT ALONG U.S. ROUTE 26.
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON HIGHWAY DIVISION-OREGON D.O.T., WASHINGTON COUNTY, AND THE
 PROFESSIONAL LAND SURVEYORS OF OREGON.  FOR FURTHER INFORMATION, PLEASE CONTACT MR. LOU SPISLA, OREGON HIGHWAY DIVISION,
 OREGON DEPARTMENT OF TRANSPORTATION, 9002  S.E. MCLOUGHIN BLVD., MILWAUKEE, OREGON, 97222, TELEPHONE 503-653-3082.
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N421213
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  KLAMATH FALLS             OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 KLAMATH COUNTY
                                                   NEAREST TOWN:  KLAMATH FALLS
 
                                                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                                125.000  150                             124.992      149.9973       149.9973       0.1
    0                                125.000  430                             124.996      429.9895       429.9895       0.4
    0                                125.000  1270                            124.998     1270.0022      1270.0022       0.6
 
    150                              124.992  430                             124.996      279.9922       279.9922       0.4
    150                              124.992  1270                            124.998     1120.0049      1120.0049       0.6
 
    430                              124.996  1270                            124.998      840.0127       840.0127       0.4
 
 
 DESCRIPTION OF: KLAMATH FALLS BASE LINE
 YEAR MEASURED: 1987
 CHIEF OF PARTY: MTL
 
 THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTHWEST OF KLAMATH FALLS, 4.2 KM (2.6 MI) SOUTHWEST OF THE KLAMATH FALLS AIRPORT,
 AND ALONG THE SOUTH  EDGE OF A 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 A CANAL.
 
 TO REACH THE BASE LINE FROM THE JUNCTION OF U.S.ROUTE 97 AND STATE ROUTE 140, GO EAST ON STATE ROUTE 140 FOR 4.5 KM (2.8 MI)
 TO AN INTERSECTION, WASHBURN ROAD, AND A FLASHING CAUTION LIGHT.  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 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 DISC, STAMPED "0 1986", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER
 CONCRETE POST 20 CM (8 IN) BELOW THE SURFACE COVERED BY A WOOD BOX, 1.0 METERS (3.3 FT) NORTH OF A WITNESS POST, 2.3 METERS
 (7.5 FT) SOUTH OF THE DIRT ROAD CENTER LINE, AND 45.0 METERS (147.6 FT) EAST OF A METAL GATE.
 
 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "150 1986", SET IN THE TOP OF A 45 CM (18 IN)
 DIAMETER CONCRETE POST 30 CM  (12 IN) BELOW THE SURFACE COVERED BY A WOOD BOX, 1.0 METERS (3.3 FT) NORTH OF A WITNESS POST,
 AND 2.7 METERS (8.9 FT) NORTH OF THE DIRT ROAD CENTER LINE.
 
 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "430 1986", SET IN THE TOP OF A 38 CM (15 IN)
 DIAMETER CONCRETE POST 30 CM (12 IN) BELOW THE SURFACE COVERED BY A WOOD BOX, 1.2 METERS (3.9 FT) NORTH OF A WITNESS POST,
 2.2 METERS (7.2 FT) SOUTH OF THE DIRT ROAD CENTER LINE, AND 90.4 METERS (297 FT) EAST-SOUTHEAST OF A METER POWER POLE.
 
 THE 1270 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "1270 1986", SET IN THE TOP OF A 38 CM (15 IN)
 DIAMETER CONCRETE POST, 1.1 METERS (3.6 FT) NORTH OF A WITNESS POST, 2.2 METERS (7.2 FT) SOUTH OF A DIRT ROAD CENTER LINE,
 AND 33.0 METERS (108 FT) WEST OF THE DIRT ROAD TURN SOUTH.
 
 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.
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON STATE HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION.
 FOR MORE INFORMATION, PLEASE CONTACT MR. RICHARD STEYSKAL, PROJECT MANAGER, OREGON STATE HIGHWAY DIVISION, 2557 ALTAMONT
 ROAD, KLAMATH FALLS, OREGON, 97603, TELEPHONE 503-883-5665.
 
 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               OREGON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15773                 YAMHILL COUNTY
 
 
                                               LIST OF ADJUSTED DISTANCES (JULY 16, 1986)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0                                 48.375 150                               48.147      149.9943       149.9945       0.1
    0                                 48.375 430                               47.698      429.9928       429.9934       0.3
    0                                 48.375 1130                              47.223     1129.9631      1129.9637       0.4
 
    150                               48.147 430                               47.698      279.9985       279.9989       0.3
    150                               48.147 1130                              47.223      979.9688       979.9692       0.4
 
    430                               47.698 1130                              47.223      699.9703       699.9704       0.3
 
 DESCRIPTION OF: MCMINNVILLE BASE LINE
 YEAR MEASURED:  1986
 CHIEF OF PARTY:  JNL
 
 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.
 
 TO REACH THE BASE LINE 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, 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, SOUTH, FOR 27.4 M (90.0 FT) TO THE 0 METER POINT ON EAST SIDE
 OF RUNWAY.
 
 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END.  IT IS MADE UP OF MARKS AT THE 0,
 150, 430, AND 1130 METER POINTS, ALSO A 100 FOOT MARK NORTHEAST OF THE 0 METER POINT.  ALL MARKS ARE ON LINE AND PARALLEL
 WITH RUNWAY 34.
 
 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 LOCATED 26.8 M (88.0 FT) EAST OF THE CENTER LINE OF RUNWAY 34, AND STAMPED, 000.
 
 THE 150 METER POINT IS STAMPED, 150, LOCATED 26.8 M (88.0 FT) EAST FROM CENTER OF RUNWAY 34.
 
 THE 430 METER POINT IS STAMPED, 430, LOCATED 26.8 M (88.0 FT) EAST FROM CENTER OF RUNWAY 34.
 
 THE 1130 METER POINT IS STAMPED, 1130, LOCATED 26.8 M (88.0 FT) EAST FROM CENTER OF RUNWAY 34.
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CITY OF MCMINNVILLE.  FOR FURTHER INFORMATION CONTACT THE CITY
 ENGINEERS OFFICE, 230 EAST 2ND STREET, CITY OF MCMINNVILLE, MCMINNVILLE, OREGON 97128, TELEPHONE 503-472-9371 x350.
 
 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                   OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 JACKSON COUNTY
                                                   NEAREST TOWN:  MEDFORD
 
                                               LIST OF ADJUSTED DISTANCES (NOVEMBER 18, 1987)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0                                730.000  150                             728.454      149.9582       149.9661       0.1
    0                                730.000  430                             724.752      430.0628       430.0949       0.3
    0                                730.000  1200                            717.096     1199.9608      1200.0302       0.5
 
    150                              728.454  430                             724.752      280.1047       280.1291       0.3
    150                              728.454  1200                            717.096     1050.0027      1050.0641       0.5
 
    430                              724.752  1200                            717.096      769.8979       769.9360       0.3
 
 DESCRIPTION OF: MEDFORD BASE LINE
 YEAR MEASURED: 1987
 CHIEF OF PARTY: MTL
 
 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 ROUTE OF WAY OF STATE ROUTE 140.
 
 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 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.
 
 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "0 1986", SET IN THE TOP OF A 60 CM (24 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE GROUND, 1.2 METERS (3.9 FT) NORTH OF A WITNESS POST, 11.5 METERS (37.8 FT) NORTH OF A WIRE
 FENCE, AND 18.6 METERS (61.0 FT) SOUTH OF THE STATE ROUTE 140 CENTERLINE.
 
 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "150 1986", SET IN THE TOP OF 60 CM (24 IN) BY 95
 CM (37 IN) IRREGULAR CONCRETE MASS FLUSH WITH THE GROUND, 1.2 METERS (3.9 FT) NORTH OF A WITNESS POST, 4.8 METERS EAST OF A
 PAVED SIDE ROAD CENTERLINE, 11.3 METERS (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 DISC, STAMPED "430 1986", SET IN THE TOP OF A 80 CM (31.5)
 DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.2 METERS (3.9 FT) NORTH OF A WITNESS POST, 10.7 METERS (35.1 FT) NORTH OF
 A WIRE FENCE, AND 19.7 METERS (64.6 FT) SOUTH OF THE STATE ROUTE 140 CENTERLINE.
 
 THE 1200 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "1200 1986", SET IN THE TOP OF A 80 CM (35.5 IN)
 DIAMETER CONCRETE POST FLUSH WITH THE GROUND, 1.2 METERS (3.9 FT) NORTH OF A WITNESS POST, 8.8 METERS (28.9 FT) NORTH OF A
 WIRE FENCE, 21.3 METERS (69.9 FT) SOUTH OF THE STATE ROUTE 140 CENTERLINE, AND DIRECTLY ACROSS STATE ROUTE 140 FROM A LOG
 SCALING STATION.
 
 USER NOTES: CARE SHOULD BE TAKEN TO PLUMB OVER EACH POINT. ALL POINT ELEVATIONS ARE FOR BASE LINE USE ONLY.
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON STATE HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION.
 FOR MORE INFORMATION, PLEASE CONTACT MR. RON BUSEY, OREGON HIGHWAY DISION, OREGON D.O.T., 2690 NORTH PACIFIC HIGHWAY,
 MEDFORD, OREGON, 97501, TELEPHONE 503-779-3141.
 
 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:  N441242
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  NEWPORT                   OREGON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15773                 LINCOLN COUNTY
 
                                               LIST OF ADJUSTED DISTANCES (NOVEMBER 24, 1982)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)
 
        NPT 0                        30.480     NPT 150                        27.601      150.0031       150.0308       0.3
        NPT 0                        30.480     NPT 430                        25.515      430.1279       430.1565       0.7
        NPT 0                        30.480     NPT 1400                       27.160     1400.0290      1400.0329       1.0
 
        NPT 150                      27.601     NPT 430                        25.515      280.1247       280.1325       0.6
        NPT 150                      27.601     NPT 1400                       27.160     1250.0255      1250.0256       0.9
 
        NPT 430                      25.515     NPT 1400                       27.160      969.9006       969.9020       0.6
 
 DESCRIPTION OF: NEWPORT BASE LINE
 YEAR MEASURED:  1982
 CHIEF OF PARTY:  REP
 
 THE BASE LINE IS LOCATED ABOUT 6.6 KM (4 MI) SOUTH OF NEWPORT, AT THE NEWPORT MUNICIPAL AIRPORT, PARALLEL TO AND ALONG THE
 EAST SIDE OF THE NORTH-SOUTH RUNWAY.
 
 TO REACH THE BASE LINE FROM THE CENTER OF THE BRIDGE OVER YAQUINA BAY (AT THE SOUTH END OF NEWPORT), GO SOUTH ON US HIGHWAY
 101 FOR 3 KM (1.6 MI) TO A PAVED ROAD RIGHT LEADING TO SOUTH BEACH STATE PARK.  CONTINUE SOUTH FOR 1.6 KM (1.0 MI) TO A PAVED
 ROAD LEFT, JUST BEFORE REACHING TOP OF HILL.  TURN LEFT FOR 0.3 KM (0.2 MI) TO A GRAVEL ROAD LEFT AT REAR OF HANGARS.  TURN
 LEFT, NORTH, THEN EAST FOR 0.25 KM (0.15 MI) TO CENTER OF RUNWAY ON RIGHT.  CONTINUE EAST FOR 0.1 KM (0.05 MI) TO THE 150
 METER POINT ON THE LEFT.  TURN LEFT, NORTH, TO REACH THE 0 METER POINT.
 
 THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE NORTH END.  IT IS MADE UP OF 0, 150, 430, AND 1400
 METER POINTS WITH POINTS FOR THE CALIBRATION OF 100, 200, AND 300 FOOT TAPES SET SOUTH OF THE 150 METER POINT.  ALL OF THE
 MARKS ARE SET ON A LINE APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY AT THE AIRPORT.  THE 0, 150, 430, AND 1400 METER
 POINTS HAVE PLASTIC WITNESS POSTS NEAR THEM.
 
 THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---NPT 0 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM (10 IN)
 IN DIAMETER FLUSH WITH GROUND LOCATED 0.91 M (3.0 FT) W FROM FLAT PLASTIC WITNESS POST, 4.6 M (15 FT) SW FROM DIVIDE LINE
 BETWEEN GRASS AND CLEARED AREA, AND 48.8 M (160 FT) E FROM EXTENSION OF EAST EDGE OF NORTH-SOUTH RUNWAY.
 
 THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---NPT 150 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 (10 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 0.85 M (2.8 FT) W FROM FLAT PLASTIC WITNESS POST, 6.7 M (22 FT) N FROM CENTER
 OF GRAVEL ROAD, 37.8 M (124 FT) E FROM EXTENDED CENTER OF GRAVEL ROAD, 47.5 M (156 FT) ENE FROM EAST ONE OF FOUR END RUNWAY
 LIGHTS, AND 50.6 M (166 FT) ENE FROM NORTHEAST CORNER OF NORTH-SOUTH RUNWAY.
 
 THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---NPT 430 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 (10 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 0.94 M (3.1 FT) E FROM FLAT PLASTIC WITNESS POST, 39.17 M (128.5 FT) E FROM
 CENTER OF GRAVEL ROAD, 43.9 M (144 FT) N FROM NORTH EDGE OF TAXIWAY CONNECTING RUNWAYS, AND 49.7 M (163 FT) W FROM EAST EDGE
 OF NORTH-SOUTH RUNWAY.
 
 THE 1400 METER POINT IS A STANDARD NGS DISK STAMPED---NPT 1400 1982---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 (10 IN) FLUSH WITH GROUND LOCATED 0.91 M (3.0 FT) W FROM FLAT PLASTIC WITNESS POST, 1.8 M (6 FT) W FROM EDGE OF CUT-OVER
 AREA, 51.2 M (168 FT) E FROM EAST EDGE OF NORTH-SOUTH RUNWAY, AND 51.8 M (170 FT) N FROM EXTENDED NORTH WALL OF VORTAC
 BUILDING ON WEST SIDE OF RUNWAY.
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WILLIAMETTE CHAPTER OF PROFESSIONAL LAND SURVEYORS OF OREGON.  FOR
 FURTHER INFORMATION, CONTACT THE LINCOLN COUNTY SURVEYORS OFFICE, 880 NE 7TH, NEWPORT, OREGON 97365, TELEPHONE 503-265-6611.
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N441241
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  NEWPORT                   OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 LINCOLN COUNTY
                                                   NEAREST TOWN:  NEWPORT
 
                                               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                                 47.200  150                              48.818      149.9945       150.0032       0.1
    0                                 47.200  430                              51.573      429.9923       430.0145       0.3
    0                                 47.200  1140                             58.912     1139.9967      1140.0568       0.4
 
    150                               48.818  430                              51.573      279.9978       280.0114       0.3
    150                               48.818  1140                             58.912      990.0022       990.0537       0.4
 
    430                               51.573  1140                             58.912      710.0044       710.0423       0.3
 
 DESCRIPTION OF: NEWPORT BASE LINE
 YEAR MEASURED: 1987
 CHIEF OF PARTY: MTL
 
 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.
 
 TO REACH THE BASE LINE 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 FOR
 0.16 KM (0.1 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.16 (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 SOUTHWEST FOR 0.9 KM (0.56 MI) TO THE 0
 METER POINT ON THE RIGHT.
 
 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  PARALELL TO THE EAST EDGE
 OF THE SOUTHWEST-NORTHEAST RUNWAY.
 
 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "0 1987", SET IN THE TOP OF A 45 CM (18 IN) DIAMETER
 CONCRETE POST FLUSH WITH THE GROUND, 3.8 METERS (12.5 FT) WEST OF THE DIRT ROAD CENTERLINE, 5.7 METERS (18.7 FT) WEST OF A
 WITNESS POST, AND 51.5 METERS (170 FT) EAST OF THE EAST EDGE OF THE RUNWAY.
 
 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "150 1987", SET IN THE TOP OF A 40 CM (16 IN)
 DIAMETER CONCRETE POST FLUSH  WITH THE GROUND, 5.6 METERS (18.4 FT) WEST OF THE DIRT ROAD CENTERLINE, 7.7 METERS (25.3 FT)
 WEST OF A WITNESS POST, AND 48.3 METERS (158 FT) EAST OF THE EAST EDGE OF THE RUNWAY.
 
 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC, STAMPED "430 1987", SET IN THE TOP OF A 40 CM (16 IN)
 CONCRETE POST FLUSH  WITH THE GROUND, 35.1 METERS (115 FT) WEST OF THE DIRT ROAD CENTERLINE, 37.3 METERS (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 DISC, 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, 0.6 METERS (2 FT) SOUTH OF A WITNESS POST, 3.8 METERS
 (12.5 FT) NORTH OF A DIRT ROAD CENTERLINE.  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 A FOLLOW THE DEEPLY RUTTED DIRT ROAD FOR 0.16 KM
 (0.1 MI) TO THE 1140 METER POINT ON THE RIGHT.
 
 USER NOTES: CBL USERS SHOULD CONTACT THOMAS HAMILTON, POINT OF CONTACT, FOR GATE ACCESS KEY. RUNWAYS SHOULD NOT BE CROSSED
 AT ANYTIME.  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 EXT. 247.
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N441241
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  NEWPORT 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: N431172
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ONTARIO                   OREGON
  ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15167                 MALHEUR COUNTY
                                                    NEAREST TOWN:  VALE
 
                                                LIST OF ADJUSTED DISTANCES   (OCTOBER 4, 1987)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)    STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)  HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0                                865.600  150                             864.543      150.0037       150.0075       0.1
    0                                865.600  430                             861.948      430.0114       430.0269       0.5
    0                                865.600  1000                            862.296     1000.0063      1000.0118       0.7
 
    150                              864.543  430                             861.948      280.0077       280.0197       0.5
    150                              864.543  1000                            862.296      850.0026       850.0055       0.7
 
    430                              861.948  1000                            862.296      569.9948       569.9949       0.5
 
 
 DESCRIPTION OF: ONTARIO BASE LINE
 YEAR MEASURED: 1987
 CHIEF OF PARTY: MTL
 
 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.
 
 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 9.1 KM (5.7 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 BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. THE BASE LINE IS A FOUR POINT BASE CONSISTING 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.
 
 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "0 1986", SET IN THE TOP OF A 40 CM (16 IN) SQUARE
 CONCRETE POST FLUSH WITH THE GROUND, 20.1 METERS (65.9 FT) EAST OF THE GRAVEL ROAD CENTERLINE, AND 1.0  METERS (3.3 FT) WEST
 OF A WITNESS POST.
 
 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "150 1986", SET IN THE TOP OF A 40 CM (16 IN) SQUARE
 CONCRETE POST FLUSH WITH THE GROUND, 28.1 METERS (92.2 FT) EAST OF THE GRAVEL ROAD CENTERLINE, AND 1.0 METERS (3.3 FT) WEST
 OF A WITNES POST.
 
 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "430 1986", SET IN THE TOP OF A 40 CM (16 IN) SQUARE
 CONCRETE POST FLUSH WITH THE GROUND, 44.8 METERS (147.0 FT) EAST OF THE GRAVEL ROAD CENTERLINE, AND 1.0 METERS (3.3 FT) WEST
 OF A WITNESS POST.
 
 THE 1000 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC STAMPED "1000 1986", SET IN THE TOP OF A 40 CM (16 IN)
 SQUARE CONCRETE POST FLUSH WITH 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, 328 METERS (1076 FT) SOUTH OF THE DIRT TRACK ROAD.
 
 USER NOTES: THIS BASE LINE IS LOCATED IN A VERY DRY AREA AND CARE SHOULD BE TAKEN TO PREVENT FIRES.
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE OREGON HIGHWAY DIVISION, OREGON DEPARTMENT OF TRANSPORTATION. CBL SITE
 WAS PROVIDED BY THE BUREAU OF LAND MANAGEMENT, DEPT. OF INTERIOR.  FOR FUTHER INFORMATION, PLEASE CONTACT MR. HERB SHAW OR
 MR. DALE HILTON, OREGON HIGHWAY DIVISION, 802 EAST IDAHO AVE., ONTARIO, OREGON, 97914, TELEPHONE 503-889-8558.
 
 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:  N451223
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  PORTLAND                  OREGON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15773                 MARION COUNTY
 
                                               LIST OF ADJUSTED DISTANCES (JANUARY 29, 1980)
 
                                                                                       ADJ. DIST.(M)  ADJ. DIST.(M)    STD.
      FROM STATION                  ELEV.(M)   TO STATION                     ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
     P.L.S.O. STA. NO. 1 0+00 BASE   58.64       4 A                           58.77       149.9796       149.9796       0.5
     P.L.S.O. STA. NO. 1 0+00 BASE   58.64       5 A                           58.93       799.8679       799.8679       0.9
     P.L.S.O. STA. NO. 1 0+00 BASE   58.64       P.L.S.O. STA. NO. 7 BASE      58.37      1530.5733      1530.5733       1.3
 
     4 A                             58.77       5 A                           58.93       649.8883       649.8883       0.7
     4 A                             58.77       P.L.S.O. STA. NO. 7 BASE      58.37      1380.5937      1380.5938       1.1
 
     5 A                             58.93       P.L.S.O. STA. NO. 7 BASE      58.37       730.7055       730.7057       0.7
 
 DESCRIPTION OF: PORTLAND (AURORA) BASE LINE
 YEAR MEASURED:  1976
 CHIEF OF PARTY:  MDC
 
 THE BASE LINE IS LOCATED ABOUT 15 MILES SOUTH OF PORTLAND, 1 MILE SOUTHEAST OF WILSONVILLE, 1 MILE EAST OF INTERSTATE 5,
 ALONG THE WEST SIDE OF THE AURORA AIRPORT AND ALONG THE ROAD THAT LEADS TO CANBY.
 
 TO REACH THE BASE LINE FROM THE JUNCTION OF THE CANBY EXIT OF INTERSTATE HIGHWAY 5 GO SOUTH ON THE CANBY ROAD FOR 1.3 MILES
 TO THE MARION COUNTY LINE.  CONTINUE SOUTH ON THE CANBY ROAD FOR 1.2 MILES TO A DRIVEWAY ON THE LEFT AND THE 0 METER POINT
 AS DESCRIBED.
 
 THE 0 METER POINT IS 85 FEET EAST OF THE CENTER OF THE MAIN ROAD, 35 FEET NORTHWEST OF THE CENTER OF A GATE, 32.5 FEET NORTH
 OF THE CENTER OF THE DRIVEWAY AND 15 FEET WEST OF A WIRE FENCE.  THE DISK IS OF PLAIN BRONZE AND IS SET IN THE TOP OF A
 ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS STAMPED P.L.S.O. STA. NO. 1 0+00 TEST BASE 1973.
 
 THE 150 METER POINT IS A NGS TRIANGULATION STATION DISK, STAMPED 4 A 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND
 PROJECTS ABOUT 4 INCHES.
 
 THE 800 METER POINT IS A NGS TRIANGULATION STATION DISK, STAMPED 5 A 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND
 PROJECTS ABOUT 5 INCHES.
 
 THE 1530 METER POINT IS A PLAIN BRONZE DISK, STAMPED P.L.S.O. STA. NO. 7 TEST BASE 1973, SET IN THE TOP OF A ROUND CONCRETE
 MONUMENT FLUSH WITH THE GROUND.
 
 THE 100 FOOT POINT IS A PLAIN BRONZE DISK, STAMPED P.L.S.O. STA. NO. 2 1+00 TEST BASE 1973, SET IN THE TOP OF A ROUND
 CONCRETE MONUMENT FLUSH WITH THE GROUND.
 
 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 DISK SET AT 100 FEET FOR FOR TAPE CALIBRATION.
 
 FOR FURTHER INFORMATION CONTACT MR. LYLE L. RIGGERS AT P.O. BOX 12114, SALEM, OREGON  97309.
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N451223
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  PORTLAND CBL              OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  15167                  MARION COUNTY
                                                   NEAREST TOWN:  CANBY
 
                                               LIST OF ADJUSTED DISTANCES  (JUNE 21, 1990)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0                                 58.640  150                               58.765      149.9808       149.9808       0.1
    0                                 58.640  800                               58.923      799.8720       799.8720       0.5
    0                                 58.640  1530                              58.361     1530.5788      1530.5789       0.7
 
    150                               58.765  800                               58.923      649.8912       649.8912       0.5
    150                               58.765  1530                              58.361     1380.5981      1380.5981       0.7
 
    800                               58.923  1530                              58.361      730.7069       730.7071       0.5
 
 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.
 
 DESCRIPTION OF: PORTLAND (AURORA) BASE LINE
 YEAR MEASURED: 1976
 YEAR REMEASURED: 1990
 CHIEF OF PARTY: LPB
 
 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 (0.25 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 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 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.
 
 FOR MORE INFORMATION CONTACT MR. KENNETH BAYS, BRANCH OF CADASTRAL SURVEYS, BLM OREGON STATE OFFICE, LLOYD CENTER TOWER, P.O.
 BOX 2965, PORTLAND, OR 97208, TELEPHONE 503-231-6882, OR CONTACT MR. LYLE RIGGERS, OREGON DEPT. OF TRANSPORTATION, P.O. BOX
 12114, SALEM, OR 97310, TELEPHONE 503-378-6513.
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N431232
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ROSEBURG CBL              OREGON
 ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  15167                  DOUGLAS COUNTY
                                                   NEAREST TOWN:  ROSEBURG
 
                                                LIST OF ADJUSTED DISTANCES  (MAY 7, 1990)
 
                                                                                      ADJ. DIST.(M)   ADJ. DIST.(M)      STD.
    FROM STATION                    ELEV.(M)  TO STATION                      ELEV.(M)   HORIZONTAL     MARK - MARK   ERROR(MM)
 
    0                               1000.000  150                             1001.291      149.9925       149.9981       0.0
    0                               1000.000  430                             1003.419      429.9739       429.9875       0.2
    0                               1000.000  1440                            1012.117     1439.9826      1440.0336       0.3
 
    150                             1001.291  430                             1003.419      279.9814       279.9895       0.2
    150                             1001.291  1440                            1012.117     1289.9901      1290.0355       0.3
 
    430                             1003.419  1440                            1012.117     1010.0087      1010.0461       0.2
 
 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.
 
 DESCRIPTION OF: ROSEBURG BASE LINE
 YEAR MEASURED: 1990
 CHIEF OF PARTY: LPB
 
 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.  THE KEY TO THE LOCKED
 GATE AND PERMISSION TO ENTER THE AIRPORT PROPERTY MAY BE ACQUIRED FROM MR. PAT LIGGETT, AIRPORT MANAGER, 2151 N.W. AVIATION
 DRIVE, ROSEBURG, OR 97470. TELEPHONE (503) 672-4931.
 
 THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT.  FOR MORE INFORMATION CONTACT 
 MR. KENNETH BAYS, BRANCH OF CADASTRAL SURVEYS, BLM OREGON STATE OFFICE, LLOYD CENTER TOWER, P.O. BOX 2965, PORTLAND, OR 97208,
 TELEPHONE 503-231-6882.  OR CONTACT MR. HAROLD STOCKHOFF, ASST. PROFESSOR OF ENGINEERING, UMPQUA COMMUNITY COLLEGE, P.O. BOX
 967, ROSEBURG, OR 97470, TELEPHONE 503-440-4600 EXT 683.
 
 REV. 7/3/90
 
 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.