STATE OF WASHINGTON
                                                               CONTENTS

           BASE LINE DESIGNATION                      STATE                    COUNTY                    QUAD

           ARLINGTON CBL (1986, 2002 REMEASURED)      WASHINGTON               SNOHOMISH                 N481222
           BAYVIEW                                    WASHINGTON               SKAGIT                    N481222
           CHEWELAH                                   WASHINGTON               STEVENS                   N481173
           CLALLAM COUNTY                             WASHINGTON               CLALLAM                   N481232
           ELLENSBURG CBL                             WASHINGTON               KITTITAS                  N471203
           KELSO                                      WASHINGTON               COWLITZ                   N461223
           KITSAP CBL (1987, 2002 REMEASURED)         WASHINGTON               KITSAP                    N471223
           OKANOGAN CONCONULLY ROAD CBL               WASHINGTON               OKANOGAN                  N481193
           OLYMPIA CBL (1984, 2000 REMEASURED)        WASHINGTON               THURSTON                  N461224
           PACIFIC COUNTY                             WASHINGTON               PACIFIC                   N461234
           SAND POINT CBL (1984, 2007 REMEASURED)     WASHINGTON               KING                      N471221
           SEATTLE                                    WASHINGTON               KING                      N471221
           SPOKANE                                    WASHINGTON               SPOKANE                   N471171
           THE DALLES CBL (1987, 2000 REMEASURED)     WASHINGTON               KLICKITAT                 N451211
           TRI-CITIES CBL (1984, 2002 REMEASURED)     WASHINGTON               BENTON                    N461192
           VANCOUVER CBL (1987, 2002 REMEASURED)      WASHINGTON               CLARK                     N451224
           WENATCHEE CBL (1984, 2000 REMEASURED)      WASHINGTON               DOUGLAS                   N471202
           YAKIMA CBL (1987, 2000, 2004 REMEASURED)   WASHINGTON               YAKIMA                    N461204
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N481222
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ARLINGTON CBL             WASHINGTON          
 SILVER SPRING MD 20910 - FEBRUARY 24, 2003        PROJECT ACCESSION NUMBER:  15480                  SNOHOMISH COUNTY    
                                                   NEAREST TOWN:  ARLINGTON          

                                               LIST OF ADJUSTED DISTANCES  (FEBRUARY 12, 2003)

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

   0 METERS                          41.758 150 METERS                        41.897      150.0060       150.0061        .1
   0 METERS                          41.758 430 METERS                        42.538      429.9749       429.9756        .2
   0 METERS                          41.758 1500 METERS                       44.555     1500.0193      1500.0219        .3
 
   150 METERS                        41.897 430 METERS                        42.538      279.9688       279.9696        .1
   150 METERS                        41.897 1500 METERS                       44.555     1350.0132      1350.0159        .2

   430 METERS                        42.538 1500 METERS                       44.555     1070.0444      1070.0463        .2
 
 DESCRIPTION OF ARLINGTON BASE LINE 
 YEAR MEASURED:  1986
 YEAR REMEASURED: 2002
 LATITUDE: 48 09 43
 LONGITUDE: 122 10 12
 AZIMUTH: 51 18 23
 CHIEF OF PARTY: GMS

 THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF ARLINGTON, WASHINGTON, AT THE ARLINGTON AIRPORT. (CONTACT THE AIRPORT 
 OFFICE BY PHONE OR IN PERSON.  SEE AIRPORT INFORMATION BELOW.) 

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END.  IT IS MADE UP OF 0, 150, 430, AND 
 1500 METER POINTS.  ALL MARKS ARE SET IN LINE AND PARALLEL TO THE NORTHEAST-SOUTHWEST RUNWAY. 

 TO REACH THE BASELINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND 172ND STREET NE (EXIT 206 OFF I-5) IN ARLINGTON, GO
 NORTHEAST ON 172ND STREET NE FOR 2.9 KM (1.8 MI) TO 59TH AVENUE NE.  TURN LEFT AND HEAD NORTH FOR 1.9 KM (1.2 MI). TURN LEFT 
 AT 192ND STREET NORTHEAST THRU THE GATE, AND HEAD WEST ON THE PAVED ROAD FOR 0.29 KM (0.18 MI) TO THE 1500 METER MARK. NOTE:
 THIS AREA MAY REQUIRE A DETOUR DUE TO ADDITIONAL GATES BEING INSTALLED - SEE BELOW FOR AIRPORT INFORMATION.  FROM THE 1500 
 METER MARK HEAD NORTHERLY PAST THE HANGERS FOR 0.16 KM (0.1 MI) TO THE AIRPORT PERIMETER ROAD.  FOLLOW THE PERIMETER ROAD 
 IN A SOUTHWESTERLY DIRECTION FOR 1.3 KM (0.8 MI) TO A NORTHEAST-SOUTHWEST TAXIWAY LEADING PAST THE ULTRA LIGHT HANGERS. 
 CONTINUE PAST THE HANGERS ON THE TAXIWAY FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF A SOUTHEAST-NORTHWEST RUNWAY.  TURN LEFT,
 SOUTHEAST AND GO 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. 

 THE 0 METER POINT IS A L.S.A.W. DISK STAMPED "0 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 9.0 CM (0.3 FT) 
 BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 10.5 M (34.5 FT) SOUTHWEST OF THE EAST-WEST RUNWAY AND 1.52 M (5.0 FT)
 SOUTHEAST OF A CARSONITE WITNESS POST. 

 THE 150 METER POINT IS A L.S.A.W. DISK STAMPED "150 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM (0.7 FT) 
 BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1.6 M (5.5 FT) WEST-NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY. 
 
 THE 430 METER POINT IS A L.S.A.W. DISK STAMPED "430 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM (0.5 FT) 
 BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1.0 M (3.5 FT) WEST-NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY. 
 
 THE 1500 METER POINT IS A CASED L.S.A.W. DISK STAMPED "1500 METERS" SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM 
 (0.5 FT) BELOW THE SURFACE OF THE GROUND SURFACE.  IT IS LOCATED 3.0 M (10.0 FT) WEST OF EAST EDGE OF A NORTH-SOUTH TAXIWAY, 
 37.2 M (122.0 FT) SOUTH OF THE NORTH END OF THE NORTH-SOUTH TAXIWAY, AND 15.2 M (50.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST. 

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY. 

 AIRPORT INFORMATION: DUE TO AIRPORT CONCERNS, PLEASE STOP BY OR CONTACT THE AIRPORT OFFICE. THEY NEED TO BE NOTIFIED PRIOR TO
 USING THE BASE LINE.  REGULAR BUSINESS HOURS ARE MONDAY - FRIDAY 8:00 AM TO NOON AND 1:00 PM TO 5:00 PM.  THE OFFICE IS AT THE 
 EAST SIDE OF THE AIRPORT AND IS 1.1 KM (0.6 MI) NORTH OF 172ND STREET NORTHEAST.  THE AIRPORT PHONE NUMBER IS 360-403-3470. 
 THE AIRPORT HAS AN AUTOMATED WEATHER SYSTEM THAT CAN BE REACHED AT 360-435-8045 FOR BAROMETRIC PRESSURE AND TEMPERATURE.   

 THE LATITUDE AND LONGITUDE FOR THE OFFICE, THE 0-METER POINT AND THE 1500-METER POINT ARE: OFFICE -  N48 09 38.6 W122 09 08.5, 
 O-METER POINT - N48 09 42.8 W122 10 12.5, AND THE 1500-METER POINT - N48 10 13.22 W122 09 16.1. 

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON.  FOR FURTHER INFORMATION
 CONTACT, WILLIAM L. HIGLEY, SR., P.L.S., SURVEY FIELD OPERATIONS SUPERVISOR, SNOHOMISH COUNTY PUBLIC WORKS, WALL STREET
 BUILDING, 2ND FLOOR, 2930 WETMORE AVENUE, EVERETT, WASHINGTON 98201, TELEPHONE: 425-388-3488 EXT. 4209, E-MAIL:
 William.Higley.SR@co.snohomish.wa.us OR FOR A DESCRIPTION AND MAP OF THE AREA GO TO http://www.crab.wa.gov/snohomish/baseline.htm 
 ON THE INTERNET. 

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N481222
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  BAYVIEW CBL               WASHINGTON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15480                 SKAGIT COUNTY

                                               LIST OF ADJUSTED DISTANCES (JULY 19,1984)

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

         0                          37.868       150                          36.248     149.9991       150.0078       0.1
         0                          37.868       430                          32.851     429.9991       430.0284       0.5
         0                          37.868       1140                         25.053    1139.9901      1140.0621       0.7

         150                        36.248       430                          32.851     280.0000       280.0206       0.5
         150                        36.248       1140                         25.053     989.9910       990.0543       0.7

         430                        32.851       1140                         25.053     709.9909       710.0338       0.5

 DESCRIPTION OF BAYVIEW BASE LINE
 YEAR MEASURED:  1984
 CHIEF OF PARTY:  WJR

 THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF BURLINGTON, ON THE WEST SIDE OF THE BAYVIEW AIRPORT AND SET WEST OF
 AND APPROXIMATELY PARALLEL TO A NORTH-SOUTH TAXIWAY.

 TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 20, WHICH IS LOCATED ON THE WEST SIDE
 OF BURLINGTON, GO WESTERLY ALONG STATE HIGHWAY 20 FOR 8.1 KM (5.05 MI) TO THE JUNCTION OF STATE HIGHWAY 20 AND STATE
 HIGHWAY 237.  TURN RIGHT AND GO NORTHERLY ALONG STATE HIGHWAY 237 (WHICH IS ALSO FARM TO MARKET ROAD) FOR 2.9 KM (1.8 MI)
 TO A CROSSROADS AND A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ALONG GRAVEL ROAD FOR 1.0 KM (0.6 MI) TO THE
 POINT WHERE THE GRAVEL ROAD LEADS INTO A SMALL PARKING AREA AND A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO SOUTH ALONG THE
 TAXIWAY FOR 36.6 METERS (120.0 FT) TO THE 0 METER POINT ON THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.2 KM (0.1
 MI) TO THE 150 METER POINT ON THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE 430 METER POINT ON
 THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.8 KM (0.5 MI) TO THE 1140 METER POINT ON THE RIGHT.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1140
 METER POINTS.  THERE IS A DISK SET 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION.  THE HORIZONTAL
 DISTANCES FROM THE 0 METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 100.01 FT (30.483 M) AND TO THE
 OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M).

 THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN)
 IN DIAMETER FLUSH WITH THE GROUND LOCATED 29.6 M (97.1 FT) E FROM THE SOUTHEAST CORNER OF A SMALL BUILDING, 17.7 M (58.1
 FT) ENE FROM THE NORTHEAST CORNER OF A WIRE FENCE AND A NGS WITNESS POST, AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE
 CENTER OF A NORTH-SOUTH TAXIWAY.

 THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0
 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.9 M (58.7 FT) ENE FROM A WIRE FENCE AND A NGS WITNESS POST AND 9.4 M
 (31.0 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY.

 THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0
 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 16.9 M (55.6 FT) E FROM A WIRE FENCE AND A NGS WITNESS POST AND 9.4 M (31.0
 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY.

 THE 1140 METER POINT IS A STANDARD NGS DISK STAMPED---1140 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM
 (18.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 45.7 M (ABOUT 150 FT) SSE FROM THE SOUTHEAST CORNER OF A WIRE FENCE,
 41.1 M (ABOUT 135 FT) N FROM THE NORTHWEST CORNER OF RUNWAY NUMBER 3, 17.4 M (57.2 FT) E FROM A NGS WITNESS POST, AND 9.4
 M (31.0 FT) W FROM THE APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON AND THE FOLLOWING
 COUNTIES---SKAGIT, ISLAND, WHATCOM, AND SAN JUAN.  FOR FURTHER INFORMATION, CONTACR MR. DONALD E.  NELSON, SKAGIT COUNTY
 PUBLIC WORKS, COUNTY ADMINISTRATION BUILDING, POST OFFICE BOX 396, MOUNT VERNON, WASHINGTON 98273, TELEPHONE 206-336-9400.

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N481173
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  CHEWELAH                  WASHINGTON
 ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15480                 STEVENS COUNTY

                                               LIST OF ADJUSTED DISTANCES (AUGUST 30,1984)

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

       0                            633.810       150                        632.936     150.0021       150.0046       0.1
       0                            633.810       430                        631.849     429.9910       429.9954       0.5
       0                            633.810       1089                       629.867    1089.9975      1090.0047       0.7

       150                          632.936       430                        631.849     279.9889       279.9910       0.5
       150                          632.936       1089                       629.867     939.9954       940.0004       0.7

       430                          631.849       1089                       629.867     660.0065       660.0095       0.5

 DESCRIPTION OF CHEWELAH BASE LINE
 YEAR MEASURED:  1984
 CHIEF OF PARTY:  WJR

 THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF CHEWELAH, AT THE CHEWELAH SAND CANYON AIRPORT AND IS SET WEST
 OF AND APPROXIMATELY PARALLEL TO THE NORTH-SOUTH RUNWAY.

 TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 395 AND MAIN STREET, WHICH IS LOCATED IN THE SOUTHEAST
 SECTION OF CHEWELAH, GO NORTHERLY ALONG UNITED STATES HIGHWAY 395 (WHICH IS ALSO PARK STREET) FOR 1.1 KM (0.7 MI) TO A
 PAVED CROSSROADS.  TURN RIGHT AND GO NORTHERLY ALONG PAVED ROAD (WHICH IS SAND CANYON ROAD) FOR 1.9 KM (1.2 MI) TO A
 Y-ROAD JUNCTION.  BEAR RIGHT AND CONTINUE NORTHERLY ALONG PAVED ROAD FOR 0.6 KM (0.4 MI) TO A Y-ROAD JUNCTION.  TAKE THE
 LEFT FORK AND GO WESTERLY ALONG PAVED ROAD FOR 1.9 KM (1.2 MI) TO THE POINT  WHERE THE PAVED ROAD LEADS INTO A GRAVEL
 ROAD.  CONTINUE NORTH ALONG THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO WEST ALONG THE
 GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO A LARGE GRAVEL RAMP AREA AND THE ENTRANCE TO THE CHEWELAH SAND CANYON AIRPORT.
 CONTINUE WEST ALONG THE GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE POINT WHERE THE GRAVEL ROAD LEADS INTO A PAVED NORTH-SOUTH
 RUNWAY.  (THE 430 METER POINT IS WEST OF AND DIRECTLY ACROSS THE RUNWAY FROM THIS POINT.)  TURN RIGHT AND GO NORTH ALONG
 THE RUNWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE LEFT.  CONTINUE NORTH ALONG THE RUNWAY FOR 0.2 KM (0.1 MI) TO
 THE 0 METER POINT ON THE LEFT.  TO REACH THE 1089 METER POINT FROM THE POINT WHERE THE GRAVEL ROAD LEADS INTO THE
 NORTH-SOUTH RUNWAY, TURN LEFT AND GO SOUTH ALONG THE RUNWAY FOR 0.6 KM (0.4 MI) TO THE 1089 METER POINT ON THE RIGHT.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND THE 1089
 METER POINTS.  THERE IS A DISK SET AT 200 FEET AND A DISK SET AT 300 FEET SOUTH-SOUTHWEST OF THE 0 METER POINT TO BE USED
 FOR TAPE CALIBRATION.  THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTERS OF THE 200 AND 300 FOOT TAPING
 DISKS MEASURED 200.03 FT (60.970 M) AND 300.02 FT (91.448 M) RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS
 MEASURED 200.00 FT (60.960 M) AND 300.00 FT (91.440 M), RESPECTIVELY.

 THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER FLUSH WITH THE GROUND LOCATED 21.5 M (70.4 FT) SE FROM THE CENTER OF A POWERLINE POLE, 19.7 M (64.6 FT) SSE FROM
 THE SOUTHEAST CORNER OF A SMALL OUT BUILDING, 10.4 M (34.0 FT) SW FROM THE NORTHWEST CORNER OF RUNWAY, AND 6.7 M (22.0 FT)
 S FROM THE CENTER OF A TRACK ROAD.

 THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER FLUSH WITH THE GROUND LOCATED 22.7 M (74.5 FT) E FROM THE CENTER OF A GRAVEL ROAD AND 15.3 M (50.2 FT) W FROM THE
 CENTER OF RUNWAY.

 THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER FLUSH WITH THE GROUND LOCATED 15.4 M (50.6 FT) W FROM THE CENTER OF RUNWAY AND 13.5 M (44.3 FT) E FROM THE CENTER
 OF A METAL WINDSOCK STANCHION.

 THE 1089 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER FLUSH WITH THE GROUND LOCATED 7.2 M (23.6 FT) WNW FROM THE SOUTHWEST CORNER OF RUNWAY.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE UNITED STATES DEPARTMENT OF AGRICULTURE, FOREST SERVICE.  FOR
 FURTHER INFORMATION CONTACT MR. JASPER M. SAMS, FOREST LAND SURVEYOR, COLVILLE NATIONAL FOREST, 695 SOUTH MAIN STREET,
 COLVILLE, WASHINGTON  99114.  TELEPHONE 509-684-3715.

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N481232
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  CLALLAM COUNTY            WASHINGTON
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15480                 CLALLAM COUNTY

                                                LIST OF ADJUSTED DISTANCES (JULY 17,1984)

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

          0                          69.541        150                         71.733     149.9685       149.9845       0.1
          0                          69.541        430                         75.740     429.9412       429.9858       0.4
          0                          69.541        1300                        86.312    1299.8871      1299.9953       0.6

          150                        71.733        430                         75.740     279.9726       280.0013       0.4
          150                        71.733        1300                        86.312    1149.9186      1150.0110       0.6

          430                        75.740        1300                        86.312     869.9460       870.0102       0.4

      DESCRIPTION OF CLALLAM COUNTY BASE LINE
      YEAR MEASURED:  1984
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED AOBUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, AT THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT AND
      SET NORTHEAST OF AND APPROXIMATELY PARALLEL TO THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS.

      TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (SOUTH FACE) OF THE PASSENGER TERMINAL OF THE WILLIAM R. FAIRCHILD
      INTERNATIONAL AIRPORT, WHICH IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, GO WEST ALONG AN ASPHALT ROAD FOR 0.1
      KM (0.05 MI) TO THE 1300 METER POINT ON THE RIGHT (THE 1300 METER POINT IS ABOUT 30.5 M (100.0 FT) NORTH OF THE CENTER OF
      THE ASPHALT ROAD).  CONTINUE NORTHWEST ALONG A RAMP AREA AND THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS FOR
      0.9 KM (0.55 MI) TO THE 430 METER POINT ON THE RIGHT.  CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.2 KM (0.15 MI) TO THE 150
      METER POINT ON THE RIGHT.  CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO THE 0 METER POINT ON THE RIGHT.

      THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END.  IT CONSISTS OF THE 0, 150, 430
      AND 1300 METER POINTS.  THERE IS A DISK SET 100 FEET NORTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATON.  THE
      HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.91 FT (30.452 M) AND TO THE
      OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480 M).

      THE 0, 150, AND 430 METER POINTS ARE SET IN A GRASS AREA INBETWEEN AN ASPHALT ROAD AND THE MOST NORTHERN RUNWAY OF THE
      AIRPORT.  THE 1300 METER POINT IS SET JUST WEST OF THE TERMINAL AND MAIN HANGAR AREA AND JUST EAST OF A RAMP AREA.

      ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED WITH THEIR BASE LINE DESIGNAITON AND THE YEAR 1984.

      THE 0 AND 150 METER POINT DISKS ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 76 CM (30.0 IN) IN
      DIAMETER AND SET FLUSH WITH THE GROUND.  THE 430 METER POINT DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
      MEASURES ABOUT 127 CM (50.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.  THE 1300 METER POINT DISK IS SET IN THE TOP OF
      AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT 76 CM (30.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.

      THE 100 FOOT POINT, 150 METER POINT, 430 METER POINT AND THE 1300 METER POINT HAVE NGS WITNESS POSTS NEARBY.

      THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0.00 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 76 CM (30.0
      IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 45.7 M (150 FT) NNE FROM THE NORTHEAST EDGE OF THE RUNWAY AND 10.9 M
      (35.6 FT) S FROM THE CENTER OF AN ASPHALT ROAD.

      THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1984---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 76 CM (30.0
      IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 39.6 M (130 FT) NNE FROM THE NORTHEAST EDGE OF THE RUNWAY AND 29.9 M
      (98.0 FT) SW FROM THE CENTER OF AN ASPHALT ROAD.

      THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430---1984 SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 127 CM
      (50.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 41.1 M (135 FT) SW FROM THE CENTER OF AN ASPHALT ROAD AND ABOUT
      33.5 M (110 FT) NNE FROM THE NORTHEAST EDGE OF THE RUNWAY.

      THE 1300 METER POINT IS A STANDARD NGS DISK STAMPED---1300 1984---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 76 CM
      (30.0 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 30.5 M (100 FT) N FROM THE CENTER OF AN ASPHALT ROAD, 18.0 M
      (58.9 FT) NNW FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE AND 12.2 M (40.0 FT) SSE FROM THE SOUTHWEST CORNER OF A LARGE
      SLAB OF ASPHALT.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CLALLAM COUNTY DEPARTMENT OF PUBLIC WORKS.  FOR FURTHER INFORMATION
      CONTACT MR. GENE UNGER, COUNTY ENGINEER, CLALLAM COUNTY COURTHOUSE, 223 E. FOURTH STREET, PORT ANGELES, WASHINGTON 98362.
      TELEPHONE 206-452-7831.
 
  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N471203
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  ELLENSBURG CBL            WASHINGTON
  ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER:  G15480                 KITTITAS COUNTY
                                                    NEAREST TOWN:  ELLENSBURG

                                               LIST OF ADJUSTED DISTANCES (AUGUST 20, 1987)

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

    0                                534.860  150                             535.606      150.0153       150.0171       0.1
    0                                534.860  430                             536.944      429.9773       429.9823       0.4
    0                                534.860  1180                            540.318     1180.0287      1180.0414       0.5

    150                              535.606  430                             536.944      279.9620       279.9652       0.4
    150                              535.606  1180                            540.318     1030.0135      1030.0243       0.5

    430                              536.944  1180                            540.318      750.0515       750.0591       0.4

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

 THIS BASE LINE IS LOCATED  59.2 KM. ( 37.0 MI. ) NORTH OF YAKIMA, 14.4 KM. ( 9.0 MI. ) EAST OF THORPE AND 9.6 KM. ( 6.0 MI. ) WEST
 OF KITTITAS AT THE KITTITAS COUNTY AIRPORT/BOWERS FIELD.

 THIS BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE "0" METER POINT ON THE SOUTHEAST END. THE BASE LINE CONSISTS OF POINTS AT THE
 0, 150, 430 AND 1180  METER POINTS. ALL POINTS ARE SET IN LINE AND PARALLEL TO A TAXIWAY.

 TO REACH THIS BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND CANYON ROAD. GO NORTH ON CANYON ROAD FOR 1.3 KM. ( 0.8 MI. )
 WHERE CANYON ROAD WILL TURN INTO MAIN STREET. CONTINUE STRAIGHT AHEAD ON MAIN STREET FOR 1.6  KM. ( 1.0 MI. ) WHERE MAIN STREET WILL
 TURN INTO "A" STREET. CONTINUE STRAIGHT AHEAD ON "A" STREET FOR 0.6 KM. ( 0.4 MI. ) TO THE T-JUNCTION OF "A" STREET  AND 14TH
 AVENUE. TURN RIGHT AND GO EAST ON 14TH AVENUE FOR 0.6 KM. ( 0.4 MI. ) TO WALNUT STREET. TURN LEFT AND GO NORTH ON WALNUT STREET FOR
 1.0 KM. ( 0.6 MI. ) WHERE WALNUT STREET WILL TURN INTO AIRPORT ROAD. CONTINUE  STRAIGHT AHEAD ON AIRPORT ROAD FOR 0.6 KM. (0.4 MI. )
 TO THE INTERSECTION OF BENDER ROAD/SANDERS ROAD ( BENDER ROAD LEADS WEST AND SANDERS ROAD LEADS EAST ). TURN RIGHT AND GO EAST ON
 SANDERS ROAD FOR 1.6 KM. ( 1.0 MI. ) TO THE JUNCTION OF LOOK ROAD. TURN LEFT AND GO NORTHERLY ON LOOK ROAD FOR 2.1 KM. TO BRICK MILL
 ROAD ON THE RIGHT AND A GRAVEL ACCESS ROAD WITH A GATE ON THE LEFT. GO LEFT, GOING THRU THE GATE, AND GO WESTERLY ON THE GRAVEL ROAD
 FOR 17.4 M. ( 57.0 FT. ) WHERE YOU WILL CROSS A SMALL WOODEN BRIDGE. CONTINUE AHEAD AND GO WESTERLY ON THE GRAVEL ROAD FOR 0.1 KM.
 ( 0.05 MI. ) TO A ABANDONED  TAXIWAY. CROSS THE TAXIWAY AND GO WESTERLY ON A SECOND TAXIWAY FOR 0.6  KM. ( 0.4 MI. ) TO A LOCKED
 GATE IN THE FENCELINE. GO STRAIGHT AHEAD, PASSING THRU THE GATE, FOR 0.1 KM. ( 0.05 MI. ) TO A THIRD TAXIWAY. TURN LEFT AND GO
 SOUTHEAST ON THE TAXIWAY FOR 0.4 KM. ( 0.25 MI. ) TO THE "0" METER POINT ON  THE RIGHT.

 THE "0" METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED " 0.000 M, 1987 ", SET INTO THE TOP OF A IRREGULAR MASS OF
 CONCRETE MEASURING 1.0 M. ( 3.28 FT. ) IN DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS LOCATED 9.7 M. ( 31.8 FT. ) SOUTHWEST OF THE
 CENTERLINE OF THE TAXIWAY, 8.3 M. ( 27.2 FT. ) NORTHWEST OF A PAVED ENTRANCE LEADING SOUTH AND 0.8 M.  ( 2.6 FT. ) OF A WITNESS
 POST.

 THE "150" METER POINT IS A STANDARD NGS DISK STAMPED " 150 M, 1987 ", SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE MEASURING
 1.0 M. ( 3.28 FT. ) IN  DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS LOCATED 9.8 M. ( 32.2 FT. )  SOUTHWEST OF THE CENTERLINE OF
 THE TAXIWAY AND  0.35 M. ( 1.1 FT. ) NORTHEAST OF THE WITNESS POST.

 THE "430" METER POINT IS A STANDARD NGS DISK STAMPED " 430 M, 1987 ", SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE MEASURING
 1.0 M. ( 3.28 FT. ) IN  DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS LOCATED 9.5 M. ( 31.2 FT. )  SOUTHWEST OF THE CENTERLINE OF A
 TAXIWAY AND 0.6 M. ( 2.0 FT. ) NORTHWEST OF A WITNESS POST.

 THE "1180" METER POINT IS A STANDARD NGS DISK STAMPED " 1180 M, 1987 ", SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE MEASURING
 1.4 M. ( 4.6 FT. ) IN DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS LOCATED 9.7 M. ( 31.8 FT. ) SOUTHWEST OF THE CENTERLINE OF THE
 TAXIWAY AND 1.25 M. ( 4.1 FT. ) NORTHEAST OF THE WITNESS POST.

 USER NOTES: PERMISSION, ACCESS AND THE KEYS TO THE GATE MUST BE OBTAINED FROM ROBERT " BOB " SAY OR STEVEN CHANDLER OF THE KITTITAS
 COUNTY DEPARTMENT OF  PUBLIC WORKS, TELEPHONE ( 509 ) 962-6811 EXT. 205, BEFORE USING THIS BASE LINE. ALSO, THIS BASE LINE IS
 LOCATED AT THE COUNTY AIRPORT AND SAFETY PRECAUTIONS SHOULD BE TAKEN WHILE USING THIS BASE LINE.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS. FOR FURTHER INFORMATION, PLEASE
 CONTACT: MR. ROBERT " BOB" SAY OR STEVEN CHANDLER, DEPARTMENT OF PUBLIC WORKS, 205 WEST FIFTH, ELLENSBURG, WASHINGTON 98926,
 TELEPHONE 509-962-6811 EXTENSION 205.

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N461223
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  KELSO                     WASHINGTON
  ROCKVILLE MD 20852                                PROJECT ACCESSION NUMBER: G15480                  COWLITZ COUNTY
                                                    NEAREST TOWN:  KELSO

                                                LIST OF ADJUSTED DISTANCES (AUGUST 14, 1987)

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

    0                                  5.000       150                          4.730      149.9910       149.9912       0.1
    0                                  5.000       400                          4.361      400.4973       400.4979       0.3
    0                                  5.000       1150                         4.136     1150.2677      1150.2680       0.5

    150                                4.730       400                          4.361      250.5064       250.5066       0.3
    150                                4.730       1150                         4.136     1000.2767      1000.2769       0.5

    400                                4.361       1150                         4.136      749.7703       749.7703       0.3

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

 THE BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF KELSO, 3.2 KM (2.0 MI) WEST OF INTERSTATE 5, AT THE KELSO AIRPORT ALONG THE SOUTH
 EDGE OF THE TAXIWAY.

 TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 5 AND STATE ROUTE 432 WEST (EXIT 36), GO WEST ON STATE ROUTE 432 0.64 KM (0.4
 MI) TO THE KELSO INDUSTRIAL AREA EXIT. TAKE THE KELSO INDUSTRIAL AREA EXIT OFF RAMP AND GO 0.24 KM (0.15 MI) TO A "T" JUNCTION,
 TALLY WAY ROAD. TURN RIGHT AND GO NORTH ON TALLY WAY ROAD FOR 2.1 KM (1.3 MI) TO A BEND IN THE ROAD. FOLLOW THE BEND AND CONTINUE
 WEST ON  COLORADO ROAD FOR 1.0 KM (0.6 MI) TO A TURN RIGHT AND A SIDE ROAD LEFT, PACIFIC AVENUE. TURN LEFT ON PACIFIC AVENUE AND
 HEAD SOUTH  FOR 0.1 KM (0.06 MI) TO A METAL GATE AND THE AIRPORT ENTRANCE. TURN RIGHT AND GO EAST THROUGH THE GATE FOR 0.16 KM
 PAVED TAXI WAY TO A BEND LEFT. FOLLOW THE BEND LEFT AND GO NORTHEAST ON THE TAXIWAY ACROSS THE NORTHWEST END OF THE RUNWAY TO A TURN
 RIGHT. TURN RIGHT ON THE PAVED TAXIWAY AND GO SOUTHEAST FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT.

 THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. THE CBL CONSISTS OF THE 0, 150, 400, AND
 THE 1150 METER POINTS. ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE TAXIWAY.

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK OFF-CENTER ON THE NORTHWEST EDGE OF THE
 DISK, STAMPED "0 1987", AND IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A
 WITNESS POST, AND 12.0 METERS (39.4 FT) SOUTH WEST OF THE TAXIWAY CENTERLINE.

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK OFF-CENTER ON THE SOUTHEAST EDGE OF THE
 DISK, STAMPED "150 1987", AND IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF
 A WITNESS POST, AND 12.0 METERS (39.4 FT) SOUTH-WEST OF THE TAXIWAY CENTERLINE.

 THE 400 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK IN THE CENTER OF THE DISK, STAMPED "400
 1987", AND IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A WITNESS POST,
 12.0 METERS (39.4 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, AND 20.2 METERS (66.3 FT) NORTHWEST OF A PAVED RUNWAY CROSSOVER.

 THE 1150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK IN THE CENTER OF THE DISK, STAMPED "1150
 1987", SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST WHICH IS 0.4 METERS (1.3 FT) NORTHEAST OF A WITNESS POST, 12.0
 METERS (39.4 FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, AND 31.4 METERS (103.0 FT) NORTHWEST OF A PAVED RUNWAY CROSSOVER AT THE
 SOUTHEAST END OF THE RUNWAY.

 USER NOTES: BEFORE CBL USE, CONTACT THE KELSO AIRPORT MANAGER, TELEPHONE (206) 423-4902. CARE SHOULD BE TAKEN TO PLUMB OVER PUNCH
 MARK ON EACH DISK BEFORE MEASUREMENT.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, THE WASHINGTON STATE
 DEPARTMENT OF TRANSPORTATION, AND THE LAND SURVEYORS ASSOCIATION OF WASHINGTON.  FOR MORE INFORMATION, CONTACT MR. TOM LAIRD, PLS,
 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, SOUTHWEST AREA, P.O. BOX 280, CASTLE ROCK, WA  98611, TELEPHONE (206) 577-2025.
 
 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N471223
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  KITSAP CBL                WASHINGTON          
 SILVER SPRING MD 20910 - FEBRUARY 24, 2003        PROJECT ACCESSION NUMBER:  15480                  KITSAP COUNTY       
                                                   NEAREST TOWN:  GORST              

                                               LIST OF ADJUSTED DISTANCES  (FEBRUARY 12, 2003)

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

   0 M 1987                         146.000 150 M 1987                       144.556      149.9697       149.9766        .1
   0 M 1987                         146.000 430 M 1987                       141.152      429.9933       430.0206        .1
   0 M 1987                         146.000 1027 M 1987                      134.440     1027.5771      1027.6421        .2
 
   150 M 1987                       144.556 430 M 1987                       141.152      280.0236       280.0443        .1
   150 M 1987                       144.556 1027 M 1987                      134.440      877.6075       877.6658        .1
 
   430 M 1987                       141.152 1027 M 1987                      134.440      597.5838       597.6215        .1

 DESCRIPTION OF KITSAP BASE LINE
 YEAR MEASURED:  1987
 YEAR REMEASURED: 2002
 LATITUDE: 47 29 18
 LONGITUDE: 122 45 14
 AZIMUTH: 000
 CHIEF OF PARTY: KDD

 THE BASE LINE IS LOCATED 5.6 KM (3.5 MI) SOUTHWEST OF GORST, 12 KM (7.5 MI) SOUTHWEST OF BREMERTON, AT THE BREMERTON NATIONAL
 AIRPORT ALONG THE CENTER MEDIAN OF THE INACTIVE NORTH-SOUTH RUNWAY. ACCESS TO THIS BASE LINE REQUIRES PERMISSION FROM
 AIRPORT ADMINISTRATION - SEE DETAILS BELOW. 

 THE BASE LINE IS A SOUTH-NORTH BASE WITH THE 0 METER POINT AT THE SOUTH END. THE BASE LINE IS A FOUR POINT BASE CONSISTING OF 
 THE 0, 150, 430, AND 1027 METER POINTS. ALL POINTS ARE SET ON A LINE RUNNING PARALLEL TO AND BETWEEN THE NORTH-SOUTH PAVED 
 RUNWAY AND TAXIWAY AT THE EAST SECTION OF THE AIRPORT. 

 TO REACH THE BASE LINE FROM THE ENTRANCE OF THE BREMERTON NATIONAL AIRPORT AND STATE ROUTE 3, GO NORTHEAST ON STATE ROUTE 3 
 FOR 3.3 KM (2.1 MI) TO A PAVED SIDE ROAD RIGHT (SOUTH), SUNNYSLOPE DRIVE. TURN RIGHT ON SUNNYSLOPE DRIVE AND GO SOUTH FOR 2.1 
 KM (1.3 MI) TO THE INTERSECTION OF CLIFTON ROAD. TURN RIGHT ON CLIFTON ROAD AND GO WEST FOR 2.2 KM (1.4 MI) TO A LOCKED
 METAL GATE LABELED "BREMERTON RACEWAYS".  UNLOCK GATE WITH ACCESS KEY AND CONTINUE STRAIGHT FOR 0.2 KM (0.1 MI) TO THE PAVED 
 TAXIWAY PARALLELING THE NORTH-SOUTH RUNWAY (NO LONGER OPERATIVE FOR AIRCRAFT).  TURN RIGHT AND GO NORTH ON THE PAVED TAXIWAY 
 FOR 0.2 KM 0.1 MI) TO THE 0-METER POINT LOCATED IN THE GRASS MEDIAN BETWEEN THE ABANDONED RUNAWAY AND THE TAXIWAY.  A PAINTED 
 "00" MAY BE PRESENT ON THE WEST EDGE OF THE TAXIWAY ASPHALT. 

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC,  STAMPED "0 M 1987", WITH A PUNCH MARK AT THE CENTER 
 OF THE DISC, SET IN TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13.7 METERS (45 FT) FROM THE 
 WEST EDGE OF THE TAXIWAY AND THE PAINTED "00", AND 21.3 METERS (70 FT) WEST OF THE TAXIWAY CENTERLINE. 

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "150 M 1987", WITH A PUNCH MARK AT THE 
 CENTER OF THE DISC, SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13.6 METERS 
 (44.5 FT) WEST OF THE WEST EDGE OF THE TAXIWAY AND THE PAINTED "150", AND 21.0 METERS (69 FT) WEST OF THE TAXIWAY CENTERLINE. 
 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "430 M 1987", SET IN THE TOP OF A 45 CM 
 (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 13.3 METERS (43.5 FT) FROM THE WEST EDGE OF THE TAXIWAY AND THE 
 PAINTED "430", 20.6 METERS (67.5 FT) WEST OF THE TAXIWAY CENTERLINE.  

 THE 1027 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC, STAMPED "1027 M 1987", SET IN THE TOP OF A 40 CM 
 (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE GROUND. IT IS 12.2 METERS (40 FT) WEST OF THE WEST EDGE OF THE TAXI-WAY AND 
 THE PAINTED "1027", AND 19.8 METERS (65 FT) WEST OF THE TAXIWAY CENTERLINE. 

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.  

 NOTE: THIS CBL IS LOCATED ON A RESTRICTED ACCESS AREA OF THE AIRPORT. THE BASE LINE MAY BE USED MONDAY THROUGH FRIDAY, 8 AM -
 5 PM AS LONG AS OTHER EVENTS ARE NOT SCHEDULED FOR THE AREA.  AT SOME TIMES OF THE YEAR, FRIDAYS ARE ALSO OPEN.  CHECK WITH
 THE AIRPORT ADMINISTRATION FOR SCHEDULED EVENTS AT 360-674-2381.  TWO KEYS MUST BE CHECKED OUT FROM THE AIRPORT ADMINISTRATION 
 OFFICE TO USE THE BASE LINE.  ONE KEY FOR THE LOCKED PERIMETER GATE AND A SECOND KEY TO RUNWAY GATE NO. 24 FOR ACCESS TO THE 
 1027-METER POINT. IT IS PERMISSIBLE TO THE LEAVE GATE NO. 24 OPEN DURING MEASUREMENTS, BUT BE CERTAIN TO CLOSE AND LOCK IT 
 BEFORE LEAVING. 

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON (LSAW), KITSAP COUNTY, AND
 THE PORT OF BREMERTON.  FOR FURTHER INFORMATION, CONTACT THE LSAW HEADQUARTERS AT 425-868-0200 FOR A LIST OF LOCAL NGS
 CALIBRATED BASE LINE TECHNICIANS. 

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N481193
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  OKANOGAN CONCONULLY       WASHINGTON          
 SILVER SPRING MD 20910 - DECEMBER 31, 1996        PROJECT ACCESSION NUMBER:  15480                  OKANOGAN COUNTY     
                                                   NEAREST TOWN:  OMAK                

                                               LIST OF ADJUSTED DISTANCES  (DECEMBER 5, 1996)

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

    0 M 1996                         100.000 150 M 1996                        99.814      150.0024       150.0025       0.1
    0 M 1996                         100.000 402 M 1996                        99.793      401.9892       401.9892       0.1
    0 M 1996                         100.000 1002 M 1996                      106.633     1002.0290      1002.0510       0.2
 
    150 M 1996                        99.814 402 M 1996                        99.793      251.9868       251.9868       0.1
    150 M 1996                        99.814 1002 M 1996                      106.633      852.0266       852.0538       0.1
 
    402 M 1996                        99.793 1002 M 1996                      106.633      600.0397       600.0786       0.1

 DESCRIPTION OF: OKANOGAN CONCONULLY ROAD BASE LINE
 YEAR MEASURED: 1996
 LATITUDE: 48 26 27
 LONGITUDE: 119 34 30
 AZIMUTH:  0 DEGREES TRUE NORTH
 CHIEF OF PARTY: OWM

 THE BASE LINE IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF OKANOGAN, 3.5 MI (5.6 KM) NORTHWEST OF THE TOWN OF OMAK ON LAND OWNED BY
 THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES.  THE BASE LINE IS LOCATED ON THE WEST SIDE OF CONCONULLY ROAD AND
 RUNS PARALLEL TO IT. 

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END.  IT CONSISTS OF THE 0, 150, 402, AND 1002 METER POINTS 
 THERE IS NO 100 FT. TAPE CALIBRATION MONUMENT AT THIS BASE LINE.

 TO REACH THE 0-METER POINT FROM  THE JUNCTION OF STATE ROUTE 215 (SECOND AVENUE) AND MAPLE STREET LOCATED IN THE TOWN OF
 OKANOGAN, GO NORTHWESTERLY ON MAPLE STREET FOR 0.22 MI (0.35 KM) TO THE JUNCTION OF SIXTH AVENUE (CONCONULLY ROAD) AND MAPLE
 STREET.  TURN RIGHT ON SIXTH AVENUE (CONCONULLY ROAD) AND GO NORTHEASTERLY THEN NORTH ALONG CONCONULLY ROAD FOR 5.11 MI (8.22 KM)
 TO THE 0-METER POINT ON THE LEFT. 

 THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER ROUND
 CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.7 M (45.0 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD AND 2.1
 M (6.9 FT) NORTHEAST OF A GALVANIZED STEEL POST. 

 THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER 
 ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 150 M (492.0 FT) NORTH OF THE O-METER POINT, 13.7 M (45.0 FT) 
 WEST OF THE CENTERLINE OF CONCONULLY ROAD AND 2.4 M (7.9 FT) SOUTHEAST OF A GALVANIZED STEEL POST.

 THE 402-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "402 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER 
 ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 252.0 M (826.8 FT) NORTH OF THE 150-METER POINT, 13.7 M 
 (45 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD, AND 2.5 M (8.2 FT) SOUTHEAST OF A GALVANIZED STEEL POST.

 THE 1002-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1002 M 1996" SET IN THE TOP OF A 12 IN (30 CM) DIAMETER
 ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.7 M (45.0 FT) WEST OF THE CENTERLINE OF CONCONULLY ROAD, 
 8.2 M (27.0 FT) SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD, AND 2.4 M (8.0 FT) NORTHWEST OF GREEN STEEL POST.

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  DURING DRY PERIODS BE
 CAREFUL OF FIRE DANGER, LEAVE ALL GATES AS YOU FOUND THEM AND TREAT THE AREA AS IF IT WAS YOUR OWN BACKYARD. 

 THIS CBL WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CENTRAL CHAPTER OF THE LAND SURVEYOR'S ASSOCIATION OF WASHINGTON,
 OKANOGAN BRANCH.  FOR MORE INFORMATION PLEASE CONTACT NGS STATE ADVISOR, GARY C. PERASSO, NATIONAL GEODETIC SURVEY, 5521 44TH
 COURT SE, LACEY, WA. 98503. PHONE: 360-709-5514 OR CHARLES T. NEWELL, 1989 OLD 97, OKANOGAN, WA. 98840. PHONE: 509-422-4568.

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N461224
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  OLYMPIA CBL               WASHINGTON          
 SILVER SPRING MD 20910 - February 7, 2001         PROJECT ACCESSION NUMBER:  15480                  THURSTON COUNTY     
                                                   NEAREST TOWN:  TUMWATER            

                                              LIST OF ADJUSTED DISTANCES  (January 22, 2001)

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

    0 1984                            58.228 150 M 1984                        58.330      149.9879       149.9880       0.1
    0 1984                            58.228 430 M 1984                        58.512      430.0171       430.0172       0.2
    0 1984                            58.228 1110 M 1984                       62.341     1110.1176      1110.1253       0.2
 
    150 M 1984                        58.330 430 M 1984                        58.512      280.0292       280.0292       0.1
    150 M 1984                        58.330 1110 M 1984                       62.341      960.1297       960.1381       0.2
 
    430 M 1984                        58.512 1110 M 1984                       62.341      680.1004       680.1112       0.1

 DESCRIPTION OF: OLYMPIA BASE LINE
 YEAR MEASURED: 1984
 YEAR REMEASURED: 2000
 LATITUDE: 46 58 37
 LONGITUDE: 122 54 27
 AZIMUTH: 180
 CHIEF OF PARTY: GCP

 THE BASE LINE IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF TUMWATER, ON THE WEST SIDE OF THE OLYMPIA MUNICIPAL AIRPORT AND SET
 EAST OF AND APPROXIMATELY PARALLEL TO A NORTH-SOUTH TAXIWAY.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1110 METER
 POINTS.  THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE.

 NOTE: FOR PERMISSION AND ACCESS TO THIS BASE LINE CONTACT AIRPORT MANAGER, DOUG SANDAU, 7643 OLD HIGHWAY 99, TUMWATER, WA,
 98501, PHONE: 360-528-8073. 

 TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND THE SOUTH TUMWATER/BLACK LAKE EXIT NUMBER 102.  GO
 EAST ALONG A PAVED ROAD (TROSPER ROAD) FOR 0.2 KM (0.15 MI) TO THE T-ROAD JUNCTION OF CAPITOL BOULEVARD AND TROSPER ROAD. 
 TURN RIGHT AND GO SOUTH ALONG CAPITAL BOULEVARD FOR 1.9 KM (1.2 MI) TO A PAVED SIDE ROAD RIGHT (AIRDUSTRIAL WAY) WHICH LEADS
 TO AN INDUSTRIAL PARK AREA.  TURN RIGHT AND GO WESTERLY ALONG PAVED ROAD FOR 0.7 KM (0.45 MI) TO A PAVED SIDE ROAD LEFT,
 (ARMSTRONG STREET SW).  TURN LEFT AND GO SOUTHERLY ALONG PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE PAVED ROAD
 LEADS INTO A NARROW ASPHALT ROAD.  CONTINUE SOUTHERLY ALONG THE ASPHALT ROAD FOR 0.3 KM (0.2 MI) TO THE POINT WHERE THE
 ASPHALT ROAD TURNS SHARPLY TO THE LEFT.  BEAR LEFT AND CONTINUE EASTERLY ALONG THE ASPHALT ROAD (WHICH LEADS INTO A     
 RAMP AREA) FOR 0.4 KM (0.25 MI) TO THE POINT WHERE THE RAMP LEADS INTO A NORTH-SOUTH TAXIWAY AND A LARGE AIR TRAFFIC CONTROL
 TOWER ON THE RIGHT.  (NOTE---THE AIR TRAFFIC CONTROL TOWER MUST BE NOTIFIED BEFORE PROCEEDING ONTO THE TAXIWAY.) TURN LEFT
 AND GO NORTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT.  CONTINUE NORTH ALONG THE TAXIWAY FOR
 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT.  THE 430 AND 1110 METER POINTS ARE 0.1 KM (0.05 MI) AND 0.8 KM (0.5 MI)
 RESPECTIVELY, SOUTH FROM THE POINT WHERE THE RAMP AREA LEADS INTO THE NORTH-SOUTH TAXIWAY.

 ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 30
 CM (12.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, 0.00 M 1984, SET INTO THE TOP OF A ROUND CONCRETE
 MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.5 M (44.3 FT) SOUTH SOUTHEAST FROM THE SOUTH
 EDGE OF AN EAST-WEST TAXIWAY, 6.9 M (22.8 FT) EAST NORTHEAST FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY, AND 2.9 M (9.5 FT)
 NORTH NORTHWEST FROM THE CENTER OF A SMALL TAXIWAY SIGN NUMBERED = 17. 

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6.9 M (22.7 FT) EAST NORTHEAST FROM THE EAST EDGE OF THE
 NORTH-SOUTH TAXIWAY AND 1.4 M (4.7 FT) SOUTH FROM THE CENTER OF A SMALL TAXIWAY SIGN NUMBERED = 8-35.

 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 30 CM (12.0 IN) PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 6.9 M (22.7 FT) EAST FROM THE EAST EDGE OF THE
 NORTH-SOUTH TAXIWAY.

 THE 1110 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE
 MONUMENT 30 CM (12.0 IN) IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27.1 M (89.0 FT) SOUTH FROM THE SOUTH EDGE OF
 THE EAST-WEST TAXIWAY AND 6.8 M (22.2 FT) EAST FROM THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, SOUTH PUGET SOUTH CHAPTER AND
 THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES.  FOR FURTHER INFORMATION, CONTACT THE DEPARTMENT OF NATURAL RESOURCES,
 PUBLIC LAND SURVEY OFFICE, OLYMPIA, WASHINGTON.  TELEPHONE 360-902-1190.

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N461234
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  PACIFIC COUNTY            WASHINGTON
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15480                 PACIFIC COUNTY

                                                LIST OF ADJUSTED DISTANCES (JULY 18,1984)

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

          0                           2.099       150                           2.660     149.9934       149.9944       0.1
          0                           2.099       430                           2.424     430.0420       430.0421       0.4
          0                           2.099       1024                          2.731    1024.0359      1024.0361       0.5

          150                         2.660       430                           2.424     280.0486       280.0487       0.4
          150                         2.660       1024                          2.731     874.0426       874.0426       0.5

          430                         2.424       1024                          2.731     593.9939       593.9940       0.3

      DESCRIPTION OF PACIFIC COUNTY BASE LINE
      YEAR MEASURED:  1984
      CHIEF OF PARTY:  WJR

      THE BASE LINE IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF RAYMOND, ABOUT 1.0 KM (0.6 MI) SOUTH OF STATE HIGHWAY 105, AT
      THE WILLAPA HARBOR AIRPORT, AND SET SOUTH OF AND APPROXIMATELY PARALLEL TO THE ASPHALT TAXIWAY.

      TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 101 AND STATE HIGHWAY 105, WHICH IS LOCATED IN THE NORTH
      SECTION OF RAYMOND, GO WEST ALONG STATE HIGHWAY 105 FOR 7.3 KM (4.55 MI) TO A GRAVEL CROSSROADS (AIRPORT ROAD) TURN LEFT
      AND GO WESTERLY ALONG THE GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO A SMALL HOUSE ON THE RIGHT AND THE AIRPORT PARKING AREA.
      CONTINUE EASTERLY ALONG THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE POINT WHERE THE GRAVEL ROAD LEADS INTO THE ASPHALT
      EAST-WEST TAXIWAY.  (THE 1024 METER POINT IS 0.4 KM (0.25 MI) EAST ALONG THE TAXIWAY.)  TURN RIGHT AND GO WEST ALONG THE
      TAXIWAY FOR 0.2 KM (0.15 MI) TO THE 430 METER POINT ON THE LEFT.  CONTINUE WEST ALONG THE TAXIWAY FOR 0.2 KM (0.15 MI) TO
      THE 150 METER POINT ON THE LEFT.  CONTINUE WEST ALONG THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE 300 FOOT POINT WHICH IS SET
      IN THE TAXIWAY.  THE 0 METER POINT IS SET IN A GRASS AREA 300 FEET NORTHWEST OF THE 300 FOOT POINT.

      THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END.  IT CONSISTS OF THE 0, 150, 430
      AND THE 1024 METER POINTS.  THERE IS A DISK SET AT 100 FEET, 200 FEET AND AT 300 FEET SOUTHEAST OF THE 0 METER POINT TO BE
      USED FOR TAPE CALIBRATION.  THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO THE CENTERS OF THE 100, 200, AND 300 FOOT
      TAPING DISKS MEASURED 100.01 FT (30.483 M), 199.91 FT (60.933 M), AND 299.89 FT (91.406 M), RESPECTIVELY, AND TO THE
      OFF-CENTERED PUNCHES ON THE DISKS MEASURED 100.00 FT (30.480 M), 200.00 FT (60.960 M), AND 300.00 FT (91.440 M), RESPECTIVELY.

      ALL THE MONUMENTS ARE SET ON LINE IN THE GRASS MEDIAN APPROXIMATELY INBETWEEN THE RUNWAY AND TAXIWAY.  THE 1024 METER
      POINT HAS AN NGS WITNESS POST NEARBY.

      ALL THE DISKS EXCEPT THE 100, 200, AND 300 FOOT DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS, NOT STAMPED AND SET IN
      THE TOP OF ROUND CONCRETE MONUMENTS.  THE 0, 150, AND 430 METER POINT MONUMENTS MEASURE ABOUT 61 CM (24.0 IN) IN DIAMETER
      AND SET FLUSH WITH THE GROUND.  THE 1024 METER POINT MONUMENT MEASURES ABOUT 41 CM (16.0 IN) IN DIAMETER AND PROJECTS
      ABOUT 15 CM (6.0 IN) ABOVE THE GROUND.  THE 100, 200, AND 300 FOOT POINT DISKS ARE PLAIN BRASS DISKS, NOT STAMPED WHICH
      MEASURE ABOUT 8 CM (3.0 IN) IN DIAMETER AND SET IN THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 61 CM (24.0 IN)
      IN DIAMETER.  THE 100 AND 200 FOOT POINT MONUMENTS ARE SET FLUSH WITH THE GROUND.  THE 300 FOOT POINT MONUMENT IS SET IN
      THE ASPHALT OF THE TAXIWAY, SLIGHTLY ABOVE THE LEVEL OF THE TAXIWAY.

      THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 61 CM (24.0 IN) FLUSH
      WITH THE GROUND LOCATED ABOUT 93.3 M (306 FT) NW FROM THE CENTER OF ASPHALT TAXIWAY AND 1.5 M (4.9 FT) SE FROM A BARBED
      WIRE FENCE.

      THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 61 CM (24.0 IN) IN
      DIAMETER FLUSH WITH THE GROUND LOCATED 11.4 M (37.4 FT) SSW FROM THE CENTER OF THE ASPHALT TAXIWAY.

      THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 61 CM (24.0 IN) IN
      DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 61.0 M (200 FT) SSW FROM THE AIRPORT WINDSOCK.

      THE 1024 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM (16.0 IN) IN
      DIAMETER PROJECTING 15 CM (6.0 IN) ABOVE THE GROUND LOCATED ABOUT 41.1 M (135 FT) SE FROM THE CENTER OF THE ASPHALT
      TAXIWAY, 37.5 M (123 FT) E FROM THE NORTHEAST CORNER OF RUNWAY, AND 3.0 M (9.8 FT) NW FROM A NGS WITNESS POST.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE DEPARTMENT OF PUBLIC WORKS OF PACIFIC COUNTY.  FOR FURTHER
      INFORMATION CONTACT JOHN BAY, OFFICE ENGINEER, PACIFIC COUNTY COURTHOUSE, P.O. BOX 66, SOUTH BEND, WASHINGTON 98586.
      TELEPHONE 206-875-6541.

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N471221
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  SAND POINT CBL            WASHINGTON          
  SILVER SPRING MD 20910                            PROJECT ACCESSION NUMBER:  15480                  KING COUNTY         
                                                    NEAREST TOWN:  SEATTLE            

                                                LIST OF ADJUSTED DISTANCES  ( 2/ 5/2008)

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

    0.00 1982                          6.818 150 1982                           7.665      149.9816       149.9840        .2
    0.00 1982                          6.818 430 1982                           6.616      430.0110       430.0111        .2
    0.00 1982                          6.818 1061 2006                         14.229     1060.9156      1060.9415        .3
 
    150 1982                           7.665 430 1982                           6.616      280.0294       280.0314        .1
    150 1982                           7.665 1061 2006                         14.229      910.9339       910.9576        .2
 
    430 1982                           6.616 1061 2006                         14.229      630.9043       630.9503        .2

 DESCRIPTION OF SAND POINT BASE LINE 
 YEAR MEASURED:  1984
 YEAR REMEASURED: 2007
 LATITUDE: 47 40 26
 LONGITUDE: 122 15 06
 AZIMUTH: 348
 CHIEF OF PARTY: GCP

 THE BASE LINE IS LOCATED IN THE NORTHEAST SECTION OF SEATTLE, ON THE WEST SIDE OF LAKE WASHINGTON AND AT THE WARREN G.
 MAGNUSUN PARK, EAST OF SAND POINT NAVAL STATION. 

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1061 METER 
 POINTS. THERE IS A DISK SET 100 FEET SOUTHWEST OF THE 0 METER POINT TO BE USED FOR TAPE CALIBRATION.  THE HORIZONTAL DISTANCES 
 FROM 0 TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.87 FT (30.441 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK 
 MEASURED 100.00 FT (30.480 M). 

 TO REACH THE BASE LINE FROM THE WEST ENTRANCE TO NOAA'S WESTERN REGIONAL CENTER (WHICH IS LOCATED IN THE NORTHEAST SECTION OF 
 SEATTLE), GO SOUTHERLY ALONG SAND POINT WAY NORTHEAST FOR 1.2 KM (0.75 MI) TO THE WEST ENTRANCE (AT NE 65TH STREET) TO THE 
 WARREN G. MAGNUSUN PARK.  TURN LEFT AND GO EAST ALONG A PAVED ROAD FOR 0.8 KM (0.5 MI) TO A Y-ROAD JUNCTION.  CONTINUE
 EASTERLY ALONG PAVED ROAD FOR 0.1 KM (0.05 MI) TO A SIDE ROAD RIGHT AND THE ENTRANCE TO A PARKING LOT.  TURN RIGHT AND GO
 SOUTH THRU THE PARKING LOT FOR 0.1 KM (0.05 MI) TO A LARGE GRASS ISLAND ON THE LEFT AND THE 150 METER POINT WHICH IS SET 
 IN THE APPROXIMATE CENTER OF THE ISLAND.  

 THE 0 METER POINT IS 150 METERS SOUTH-SOUTHEAST OF THE 150 METER POINT AND CLOSE TO THE WATER'S EDGE OF LAKE WASHINGTON. 
 (NOTE---ACCESS TO THE 0 AND 1058 METER POINTS VIA MOTOR VEHICLES IS CONTINGENT ON NOTIFYING THE SEATTLE DEPARTMENT OF PARKS
 AND RECREATION TO REMOVE ROAD BARRICADES.) 

 ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1982, SET IN
 THE TOP OF ROUND CONCRETE MONUMENTS WHICH MEASURE ABOUT 46 CM (18.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.  THERE
 ARE TRIPOD FOOT PIPES SET IN CONCRETE AT ALL MONUMENTS.  THE 430 AND 1058 METER POINTS HAVE NGS WITNESS POSTS NEARBY. 
 THE BASE LINE IS SET IN THE APPROXIMATE EAST-WEST CENTER OF THE PARK AND RUNS THE APPROXIMATE NORTH-SOUTH LENGTH OF THE PARK.
 THE 0 METER POINT IS SET NEAR THE WATER'S EDGE OF LAKE WASHINGTON AT THE SOUTH END OF THE PARK.  THE 1058 METER POINT IS SET
 NEAR THE NORTH BOUNDARY OF THE PARK AND ON THE NORTH SIDE OF A BALL FIELD. 

 THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0.00 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) 
 IN DIAMETER FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 23.9 M (78.4 FT) N FROM THE NORTHWEST CORNER OF A SMALL SLAB OF
 CONCRETE SURROUNDING AN UNDERGROUND PUMP, 21.0 M (69.0 FT) NNW FROM A SEA WALL AND WATER'S EDGE OF LAKE WASHINGTON, AND
 16.9 M (55.5 FT) SSE FROM THE CENTER OF A PAVED ROAD. 

 THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) 
 IN DIAMETER FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 11.7 M (38.4 FT) WEST FROM THE EAST MOST POINT OF A LARGE PARKING 
 LOT ISLAND AND 4.0 M (13.0 FT) EAST-NORTHEAST FROM THE SOUTHWEST SIDE OF PARKING LOT ISLAND. 

 THE 430 METER POINT IS A STANDARD NGS DISK STAMPED "430 1982" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) 
 IN DIAMETER FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 61.0 M (ABOUT 200 FT) WEST FROM THE APPROXIMATE CENTER OF A T-ROAD
 JUNCTION AND 46.0 M (ABOUT 150 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A CHAINLINK FENCE. 

 THE 1061 METER POINT IS A STANDARD NGS DISK STAMPED "1061 2006" SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) 
 IN DIAMETER FLUSH WITH THE GROUND SURFACE.  IT IS  LOCATED 41.1 M (ABOUT 135 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 
 LARGE SLAB OF ASPHALT AND THE EAST END OF A CHAIN LINK FENCE, 36.6 M (ABOUT 120 FT) SOUTH-SOUTHEAST FROM A CHAINLINK FENCE, 
 AND 1.3 M (4.4 FT) SOUTH-SOUTHEAST FROM A NGS WITNESS POST. 

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.  

  THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NOAA, THE SEATTLE DEPARTMENT OF PARKS AND RECREATION, AND THE SEATTLE
 CITY LIGHT COMPANY.  FOR FURTHER INFORMATION, CONTACT MR. RICHARD MEYER, U.S. DEPARTMENT OF COMMERCE, NOAA, NOS, 1801
 FAIRVIEW AVENUE EAST, SEATTLE, WASHINGTON, 98102, TELEPHONE 206-442-7657. 

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N471221
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  SEATTLE                   WASHINGTON
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15480                 KING COUNTY

                                                LIST OF ADJUSTED DISTANCES (JANUARY 29,1980)

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

          0                             4.16     150                             4.09      150.0007       150.0007       0.3
          0                             4.16     800                             3.34      800.0101       800.0105       0.5
          0                             4.16  RR BOEING                          4.93     1494.4752      1494.4754       0.7

          150                           4.09     800                             3.34      650.0095       650.0099       0.4
          150                           4.09  RR BOEING                          4.93     1344.4746      1344.4748       0.6

          800                           3.34  RR BOEING                          4.93      694.4650       694.4668       0.4

      DESCRIPTION OF SEATTLE BASE LINE
      YEAR MEASURED:  1976
      CHIEF OF PARTY:  MDC

      THE BASE LINE IS LOCATED ON THE WEST SIDE OF BOEING FIELD (KING COUNTY AIRPORT), ON THE SOUTH SIDE OF SEATTLE AND 2 MILES
      NORTH OF EXIT 158 OF INTERSTATE HIGHWAY 5.

      TO REACH THE 0 METER POINT FROM THE AIRPORT CONTROL TOWER, GO EAST THRU A GATE OF A CHAIN-LINK FENCE TO A TAXIWAY.  TURN
      RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE TAXIWAY FOR ABOUT 400 FEET TO THE MARK AS DESCRIBED.

      THE 0 METER POINT IS 33.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STORM SEWER DRAINAGE GRATE, 30.6 FEET EAST OF A
      CHAIN-LINK FENCE AND 0.5 FEET EAST OF THE WEST EDGE OF THE TAXIWAY.

      THE 0 AND 150 METER POINTS ARE PLAIN DISKS SET IN CONCRETE IN THE TAXIWAY FLUSH WITH THE SURFACE AND HAVE NO STAMPING ON
      THEM.  THE 800 METER POINT IS A PLAIN DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND HAS NO
      STAMPING.  THE 1500 METER POINT IS A STANDARD NGS TRAVERSE STATION DISK SET IN CONCRETE IN THE TAXIWAY AND IS STAMPED RR
      BOEING 1971.

      THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1500 METER POINTS.  THE FROM AND TO STATION NAMES (THE METER POINT
      DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES.  IT IS A NORTH-SOUTH LINE WITH THE 0 METER
      POINT ON THE NORTH END.  THE BASE LINE RUNS ALONG THE WEST SIDE OF THE TAXIWAY ABOUT 0.5 FEET EAST OF THE WEST EDGE.

      RECOVERY 1980 - THE 1500 METER POINT HAS BEEN DISTURBED, REMAINDER OF BASE LINE IN GOOD CONDITION.

      PERMISSION TO USE THE BASE LINE CAN BE OBTAINED FROM THE AIRPORT SECURITY, OR AT THE CONTROL TOWER.  TELEPHONE 344-7392.

      FOR FURTHER INFORMATION CONTACT MR. DENNIS A. WEGENAST AT 1801 FAIRVIEW AVENUE IN SEATTLE, WASHINGTON 98102.

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD:  N471171
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  SPOKANE                   WASHINGTON
  ROCKVILLE MD 20852 - OCTOBER 29, 1986             PROJECT ACCESSION NUMBER:  G15480                 SPOKANE COUNTY

                                                LIST OF ADJUSTED DISTANCES (JULY 30, 1986)

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

       0                             594.000  150                             594.015      149.9933       149.9933       0.1
       0                             594.000  410                             593.825      410.0060       410.0061       0.3
       0                             594.000 1060                             597.896     1060.0147      1060.0218       0.4

     150                             594.015  410                             593.825      260.0128       260.0128       0.3
     150                             594.015 1060                             597.896      910.0214       910.0296       0.4

     410                             593.825 1060                             597.896      650.0085       650.0213       0.3

      DESCRIPTION OF SPOKANE BASE LINE 
      YEAR MEASURED:  1986
      CHIEF OF PARTY:  JNL

      THE BASE LINE IS LOCATED 8.8 KM (5.5 MI) NORTHEAST OF DOWNTOWN SPOKANE AT FELTS FIELD AIRPORT.

      TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND SPRAGUE AVENUE, HEAD WEST ON SPRAGUE AVENUE FOR 0.3
      KM (0.2 MI) TO FANCHER ROAD.  TURN RIGHT AND GO NORTH FOR 2.1 KM (1.3 MI) TO THE INTERSECTION OF FANCHER ROAD AND TRENT
      ROAD.  TURN LEFT ON TRENT ROAD, HEADING WEST, FOR 1.1 KM (0.7 MI) TO WATERWORKS STREET.  TURN RIGHT AND GO NORTH FOR 0.8
      KM (0.5 MI) WHERE YOU WILL GO THRU AN OPEN GATE.  AS YOU PASS THRU THE GATE THE ROAD WILL CURVE TO THE NNE, CONTINUE
      STRAIGHT AHEAD FOR 0.2 KM (0.1 MI) TO THE FIRST GRAVEL ROAD ON THE RIGHT.  TURN RIGHT ONTO THE GRAVEL ROAD AND FOLLOW IT
      FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT.  CONTINUE STRAIGHT AHEAD, NNE, FOR 30 M (100 FT) TO THE 100 FOOT
      POINT, CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO THE 410 METER
      POINT, CONTINUE NNE, GOING STRAIGHT, FOR 0.6 KM (0.4 MI) TO THE 1060 METER POINT.

      THE BASE LINE IS A SOUTH-SOUTHWEST TO NORTH-NORTHEAST LINE WITH THE 0 METER POINT ON THE SOUTH-SOUTHWEST END.  IT IS MADE
      UP OF MARKS AT THE 0, 150, 410, AND 1060 METER POINTS. ALL MARKS ARE SET ON LINE AND FLUSH WITH THE GROUND.  ALL MARKS ARE
      STANDARD NGS BASE LINE DISKS.  THE 100 FT. POINT IS 30 M (100 FT) NORTH-NORTHEAST OF THE 0 METER POINT.

      THE 0 METER POINT IS STAMPED---0---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 47 CM (18.5 IN) IN DIAMETER LOCATED 5.5 M
      (18.0 FT) NW FROM THE CENTERLINE OF THE GRAVEL ROAD AND 0.6 M (0.2 FT) SE OF THE WITNESS POST.

      THE 150 METER POINT IS STAMPED---150---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (13.7 IN) IN DIAMETER LOCATED
      5.5 M (18.0 FT) NW FROM THE CENTERLINE OF THE GRAVEL ROAD AND 0.5 M (1.5 FT) SE FROM THE WITNESS POST.

      THE 410 METER POINT IS STAMPED---410---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (13.7 IN) IN DIAMETER LOCATED
      6.7 M (22.0 FT) NW FROM THE CENTERLINE OF THE GRAVEL ROAD AND 1.0 M (3.3 FT) SE FROM THE WITNESS POST.

      THE 1060 METER POINT IS STAMPED---1060---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 47 CM (18.5 IN) IN DIAMETER LOCATED
      37.4 M (124.3 FT) SE FROM THE CENTERLINE OF THE GRAVEL ROAD AND 1.1 M (3.7 FT) NW OF THE WITNESS POST.

      THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, INLAND EMPIRE CHAPTER AND
      THOMPSON LAND SURVEYORS, EAST 113 MAGNESIUM ROAD, SUITE C, SPOKANE, WASHINGTON 99208.  TELEPHONE 509-466-7241.

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N451211
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  THE DALLES CBL            WASHINGTON          
 SILVER SPRING MD 20910 - February 7, 2001         PROJECT ACCESSION NUMBER:  15480                  KLICKITAT COUNTY    
                                                   NEAREST TOWN:  THE DALLES          

                                               LIST OF ADJUSTED DISTANCES  (January 22, 2001)

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

    0 1986                            80.000 150 1986                          80.894      149.9980       150.0006       0.1
    0 1986                            80.000 440 1986                          89.487      439.9958       440.0981       0.1
    0 1986                            80.000 1170 1986                        114.821     1169.9611      1170.4791       0.2
 
    150 1986                          80.894 440 1986                          89.487      289.9978       290.1251       0.1
    150 1986                          80.894 1170 1986                        114.821     1019.9628      1020.5269       0.1
 
    440 1986                          89.487 1170 1986                        114.821      729.9649       730.4044       0.1

 DESCRIPTION OF: THE DALLES BASE LINE
 YEAR MEASURED: 1987
 YEAR REMEASURED: 2000
 LATITUDE: 45 38 14
 LONGITUDE: 121 09 14
 AZIMUTH: 334 DEGREES TRUE NORTH
 CHIEF OF PARTY: CLS

 THE BASE LINE IS LOCATED 6.0 KM (3.75 MI) NORTH OF THE DALLES, OREGON, 4.3 KM (2.7 MI) NORTH OF INTERSTATE 84, 3.2 KM (2.0 MI)
 NORTH OF THE OREGON-WASHINGTON STATE BORDER, AND ALONG THE WEST EDGE RIGHT OF WAY OF U.S. ROUTE 197.

 THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 METER POINT LOCATED ON SOUTH END. THE CBL CONSISTS OF THE 0, 150, 440, AND THE 1170
 METER POINTS.  ALL  POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE WEST EDGE OF U.S. ROUTE 197.  THERE IS NO 100-FOOT TAPE
 CALIBRATION STATION LOCATED AT THIS BASE LINE.

 TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 84 AND U.S. ROUTE 197 EXIT 87, GO NORTH ON U.S. ROUTE 197 1.1 KM (0.7 MI)
 ONTO THE DALLES BRIDGE OVER THE COLUMBIA RIVER TO THE OREGON-WASHINGTON STATE BORDER. CONTINUE  STRAIGHT FOR 3.2 KM (2.0 MI) JUST
 PAST A SIDE ROAD LEFT TO THE 0 METER POINT ON THE LEFT.

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "0 1986", SET IN THE TOP OF A ROUND 45 CM (18 IN) DIAMETER
 CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE GROUND.  IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 6.5 M (21.5 FT) EAST OF A
 RIGHT OF WAY FENCE, 16.1 M (52.8 FT) WEST OF THE  CENTERLINE OF U.S. ROUTE 197, AND 111.3 M (365 FT) NORTH OF THE CENTERLINE OF A
 PAVED SIDE ROAD.

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "150 1986", SET IN THE TOP OF A ROUND 30 CM (12 IN)
 DIAMETER CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE GROUND.  IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 6.3 M (20.7 FT) EAST
 OF A RIGHT OF WAY FENCE, AND 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197.

 THE 440 METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED, "440 1986", SET IN THE TOP OF A ROUND 60 CM (24 IN)
 DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 6.1 M (20.0 FT) EAST OF
 A RIGHT OF WAY FENCE, 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF U.S. ROUTE 197 AND 24.0 M (78.7 FT) NORTHWEST OF THE WEST END OF
 A 60 CM (24.0 IN) CONCRETE CULVERT PIPE UNDER THE HIGHWAY. 

 THE 1170 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED, "1170 1986", SET IN THE TOP OF A ROUND 45 CM (18 IN)
 DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS: 1.0 M (3.3 FT) EAST OF A WITNESS POST, 5.8 M (19.0 FT) EAST OF
 A RIGHT OF WAY FENCE, 17.1 M (56.1 FT) WEST OF THE  CENTERLINE OF U.S. ROUTE 197, AND 160 M (525 FT) SOUTH OF THE JUNCTION OF U.S.
 ROUTE 197 AND WASHINGTON STATE ROUTE 14.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.

 THE BASE LINE WAS RE-ESTABLISHED IN CONJUNCTION WITH OREGON DEPARTMENT OF TRANSPORTATION.

 FOR MORE INFORMATION PLEASE CONTACT THE OREGON DEPARTMENT OF TRANSPORTATION, CHIEF OF SURVEYS, 200 HAWTHORNE AVENUE, SE,
 SUITE B-250, SALEM, OREGON 97301, PHONE 503-986-3103.

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N461192
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  TRI CITIES CBL            WASHINGTON          
 SILVER SPRING MD 20910 - FEBRUARY 24, 2003        PROJECT ACCESSION NUMBER:  15480                  BENTON COUNTY       
                                                   NEAREST TOWN:  RICHLAND           

                                               LIST OF ADJUSTED DISTANCES  (FEBRUARY 12, 2003)

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

   0                                128.016 150                              126.758      149.9915       149.9968        .1
   0                                128.016 430                              126.917      430.0063       430.0077        .2
   0                                128.016 1020                             131.098     1020.0099      1020.0145        .2

   150                              126.758 430                              126.917      280.0147       280.0148        .1
   150                              126.758 1020                             131.098      870.0182       870.0290        .2

   430                              126.917 1020                             131.098      590.0034       590.0182        .1

 DESCRIPTION OF TRI-CITIES BASE LINE 
 YEAR MEASURED:  1984
 YEAR REMEASURED: 2002
 LATITUDE: 46 25 49.1
 LONGITUDE: 119 19 33.1
 AZIMUTH: 215
 CHIEF OF PARTY: GCP

 THE BASE LINE IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF RICHLAND, IN THE SOUTHEAST SECTION OF THE UNITED STATES
 DEPARTMENT OF ENERGY'S HANFORD SITE AND IS SET EAST OF AND APPROXIMATELY PARALLEL TO A DIRT ROAD. 

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END.  IT CONSISTS OF THE 0, 150, 430, 
 AND 1020 METER PIONTS.  THERE IS A DISK 100 FEET WEST- SOUTHWEST OF THE 150 METER POINT TO BE USED FOR TAPE CALIBRATION. 
 TO REACH THE BASE LINE FROM THE Y-ROAD JUNCTION OF STATE HIGHWAY 240 AND STEVENS DRIVE, WHICH IS LOCATED IN THE NORTHWEST
 SECTION OF RICHLAND, GO NORTHWESTERLY ALONG STEVENS DRIVE FOR 6.1 KM (3.8 MI) TO THE ENTRANCE TO THE UNITED STATES
 DEPARTMENT OF ENERGY'S HANFORD SITE.  (NOTE---NO CLEARANCES, PASSES, ESCORTS, ETC. ARE NEEDED TO PROCEED FROM THIS POINT TO
 THE BASE LINE.)  CONTINUE NORTHWESTERLY ALONG A PAVED FOUR LANE ROAD FOR 8.7 KM (5.4 MI) TO A DIRT ROAD ON THE LEFT, WHICH 
 IS JUST EAST OF THE ENTRANCES TO SOME SITE FACILITIES.  TURN LEFT AND GO SOUTHERLY ALONG THE DIRT ROAD FOR 0.3 KM (0.2 MI) 
 TO THE 0 METER POINT ON THE LEFT.  CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON THE 
 LEFT.  CONTINUE SOUTHERLY ALONG THE DIRT ROAD FOR 0.2 KM (0.15 MI) TO THE 430 METER POINT ON THE LEFT.  CONTINUE SOUTHERLY 
 ALONG THE DIRT ROAD FOR 0.6 KM (0.35 MI) TO THE 1020 METER POINT ON THE LEFT, WHICH IS SET ON TOP OF A SMALL HILL. 
 
 THE 0 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN
 DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 6.28 M (20.6 FT) ESE FROM THE APPROXIMATE 
 CENTER OF A DIRT ROAD AND 1.2 M (3.8 FT) WEST-NORTHWEST FROM A WITNESS POST. 

 THE 150 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN
 DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 7.3 M (24.0 FT) ESE FROM THE APPROXIMATE 
 CENTER OF A DIRT ROAD AND 0.9 M (2.9 FT) NORHTWEST FROM A WITNESS POST. 
 
 THE 430 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11.0 IN) IN
 DIAMETER PROJECTING 8 CM (3.0 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 11.7 M (38.5 FT) ESE FROM THE APPROXIMATE 
 CENTER OF A DIRT ROAD AND 0.9 M (2.9 FT) NORTH-NORTHWEST FROM A WITNESS POST. 
 
 THE 1020 METER POINT IS A STANDARD NGS DISK, NOT STAMPED, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12.0 IN) IN
 DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 35.1 M (ABOUT 115 FT) EAST-SOUTHEAST FROM THE APPROXIMATE
 CENTER OF A DIRT ROAD AND 1.0 M (3.4 FT) WEST FROM A WITNESS POST. 
 
 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.  

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON.  FOR FURTHER INFORMATION
 CONTACT MR. JAMES J. PAHL, SURVEY MANAGER, KAISER ENGINEERS, P.O. BOX 888, RICHLAND, WASHINGTON 99352, 509-373-2762.

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N451224
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  VANCOUVER CBL             WASHINGTON          
 SILVER SPRING MD 20910 - FEBRUARY 24, 2003        PROJECT ACCESSION NUMBER:  15480                  CLARK COUNTY        
                                                   NEAREST TOWN:  VANCOUVER          

                                               LIST OF ADJUSTED DISTANCES  (FEBRUARY 12, 2003)

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

   0 1987                             6.000 150 1987                           5.831      149.9879       149.9880        .2
   0 1987                             6.000 430 1987                           5.517      429.9988       429.9991        .2
   0 1987                             6.000 1100 1987                          5.269     1100.0052      1100.0054        .3

   150 1987                           5.831 430 1987                           5.517      280.0109       280.0111        .2
   150 1987                           5.831 1100 1987                          5.269      950.0172       950.0174        .2

   430 1987                           5.517 1100 1987                          5.269      670.0063       670.0064        .2

 DESCRIPTION OF VANCOUVER BASE LINE
 YEAR MEASURED: 1987
 YEAR REMEASURED: 2002
 LATITUDE: 45 40 19
 LONGITUDE: 122 44 40
 AZIMUTH: 000
 CHIEF OF PARTY: GCP

 THE BASE LINE IS LOCATED 8.0 KM (5.0 MI) WEST-NORTHWEST OF VANCOUVER, 8.0 KM (5.0 MI) WEST OF THE JUNCTION OF INTERSTATE 5 
 AND FOURTH PLAIN BLVD. (STATE ROUTE 501), ON THE WEST SIDE OF VANCOUVER LAKE, AND ALONG THE WEST SIDE RIGHT OF WAY OF STATE
 ROUTE 501. 

 THE BASE LINE IS A SOUTH-NORTH LINE WITH THE 0 POINT AT THE SOUTH END.  THE CBL IS A FOUR POINT BASE CONSISTING OF THE 0, 
 150, 430, AND 1100 METER POINTS. ALL POINTS ARE SET ON LINE, WHICH RUNS PARALLEL TO STATE ROUTE 501, AND ALONG THE WEST SIDE 
 RIGHT OF WAY. 

 TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 5 AND FOURTH PLAIN BLVD. (STATE ROUTE 501, EXIT 1D), GO WEST ON FOURTH
 PLAIN BLVD. (STATE ROUTE 501) FOR 2.4 KM (1.5 MI) TO A SIDE ROAD RIGHT AND A TRAFFIC SIGNAL, FRUIT VALLEY ROAD. CONTINUE 
 STRAIGHT AND GO WEST AND THEN NORTH ON STATE ROUTE 501 FOR 5.8 KM (3.6 MI) TO A "Y". STAY RIGHT AND GO NORTH FOR 0.32 KM 
 (0.2 MI) ON STATE ROUTE 501 TO THE 0 METER POINT ON THE LEFT.  

 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH A PUNCH MARK AND IS STAMPED "0 1987", SET IN THE 
 TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.3 METERS 
 (14.1 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 11.2 METERS (36.7 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501.  

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND STAMPED "150 1987", SET IN THE 
 TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.9 METERS 
 (16.1 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 10.1 METERS (33.2 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501.  

 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND IS STAMPED "430 1987", SET IN THE 
 TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 5.4 METERS 
 (17.7 FT) EAST OF A WITNESS POST AND FENCE LINE, AND 10.0 METERS (32.8 FT) WEST OF THE CENTERLINE OF STATE ROUTE 501.  

 THE 1100 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK WITH PUNCH MARK AND IS STAMPED "1100 1987", SET IN 
 THE TOP OF A CONCRETE POST, MEASURING 30 CM. (12 IN.) IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1.7 
 METERS (6.6 FT) EAST OF A WITNESS POST, 8.5 METERS (27.9 FT) SOUTH OF THE CENTERLINE OF A PAVED ENTRANCE PAD, AND 9.5 METERS 
 (31.5 FT.) WEST OF THE CENTERLINE OF STATE ROUTE 501. 

 USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC SAFETY MEASURES 
 SHOULD BE TAKEN WHILE USING CBL.  ALSO, ALL THE DISKS HAVE A HAND PUNCHED, INSTEAD OF A FACTORY DRILLED, COLLIMATION POINT. 
 
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE U.S. FOREST SERVICE, WASHINGTON D.O.T., CLARK COUNTY, CITY OF
 VANCOUVER, AND THE LAND SURVEYORS ASSOCIATION OF  WASHINGTON.  FOR MORE INFORMATION, CONTACT MR. DENNIS MOONIER, USFS, 319
 S.W. PINE STREET, PORTLAND, OREGON, 97208, TELEPHONE 503-221-2796.  

 US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N471202
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  WENATCHEE CBL             WASHINGTON          
 SILVER SPRING MD 20910 - February 7, 2001         PROJECT ACCESSION NUMBER:  15480                  DOUGLAS COUNTY      
                                                   NEAREST TOWN:  EAST WENATCHEE      

                                              LIST OF ADJUSTED DISTANCES  (January 22, 2001)

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

    0                                373.990 150                              372.821      149.9795       149.9841       0.2
    0                                373.990 430                              371.374      429.9912       429.9991       0.2
    0                                373.990 1280                             370.698     1279.9867      1279.9909       0.3
 
    150                              372.821 430                              371.374      280.0116       280.0154       0.2
    150                              372.821 1280                             370.698     1130.0070      1130.0090       0.2
 
    430                              371.374 1280                             370.698      849.9953       849.9956       0.2

 DESCRIPTION OF: WENATCHEE BASE LINE
 YEAR MEASURED: 1984
 YEAR REMEASURED: 2000
 LATITUDE: 47 23 45
 LONGITUDE: 120 12 01
 AZIMUTH: 315
 CHIEF OF PARTY: GCP

 THE BASE LINE IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF WENATCHEE, 5.5 KM (3.4 MI) NORTHWEST OF ROCK ISLAND AND IS SOUTHWEST
 OF AND PARALLEL TO THE NORTH MOST TAXIWAY OF PANGBORN FIELD.  THERE IS A VORTAC SOUTHWEST OF THE BASE LINE.

 THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END.  IT CONSISTS OF THE 0, 150, 430 AND 1280
 METER POINTS.  THERE ARE TAPE CALIBRATION DISKS SET AT 100 FEET, 200 FEET AND 300 FEET NORTHEAST OF THE 0 METER POINT.  THE
 HORIZONTAL DISTANCE FROM 0 METER POINT TO THE CENTERS OF THE TAPING DISKS OF THE 100, 200, AND 300 FOOT TAPING DISKS MEASURED
 100.02 FT (30.485 M), 200.02 FT (60.966 M), AND 299.95 FT (91.425 M), RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS
 MEASURED 100.00 FT (30.480 M), 200.00 FT (60.960 M), AND 300.00 FT (91.440 M),
 RESPECTIVELY.

 NOTE: PERMISSION IS REQUIRED TO USE THIS BASE LINE.  CONTACT COLIN "ARNIE" CLARKE, AIRPORT MANAGER, FOR PERMISSION AND ACCESS,
 TELEPHONE 509-884-2494. 

 TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (NORTH FACE) OF THE MAIN TERMINAL TO PANGBORN FIELD, GO EASTERLY ALONG A
 PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE POINT WHERE THE PAVED ROAD LEADS INTO A GRAVEL ROAD.  CONTINUE EASTERLY ALONG THE
 GRAVEL ROAD (WHICH LEADS BEHIND SOME AIRPORT BUILDINGS) FOR 0.1 KM (0.05 MI) TO A GATE AT A CHAINLINK FENCE.  TURN RIGHT AND GO
 SOUTHERLY THRU THE GATE AND ALONG A RAMP AREA FOR 0.2 KM (0.1 MI) TO THE POINT WHERE THE RAMP LEADS INTO AN EAST-WEST
 TAXIWAY.  TURN LEFT AND GO EASTERLY ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 430 METER POINT ON THE RIGHT.  CONTINUE
 EASTERLY ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE RIGHT.  CONTINUE EASTERLY ALONG THE TAXIWAY FOR
 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE LEFT.  THE 0 METER POINT IS ABOUT 39.6 M (130.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE
 OF TAXIWAY.  TO REACH THE 1280 METER POINT FROM THE POINT WHERE THE RAMP AREA LEADS INTO THE EAST-WEST TAXIWAY, TURN RIGHT AND
 GO WESTERLY ALONG THE TAXIWAY FOR 0.7 KM (0.45 MI) TO THE 1280 METER POINT ON THE LEFT.

 THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN DIAMETER
 FLUSH WITH THE GROUND.  IT IS 39.6 M (130.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE TAXIWAY AND 1.0 M (3.3 FT) WEST NORTHWEST
 FROM AN NGS WITNESS POST.

 THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER PROJECTING 2.5 CM (1.0 IN) ABOVE THE GROUND.  IT IS 21.2 M (69.5 FT) SOUTH SOUTHWEST FROM THE APPROXIMATE CENTER OF
 EAST-WEST TAXIWAY, AND 0.9 M (2.8 FT) NORTHEAST FROM AN NGS WITNESS POST.

 THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER PROJECTING 2.5 CM (1.0 IN) ABOVE THE GROUND.  IT IS 21.0.8 M (68.4 FT) SOUTH SOUTHWEST FROM THE APPROXIMATE CENTER OF
 EAST-WEST TAXIWAY, 17.2 M (56.5 FT) NORTH NORTHWEST FROM THE NORTHWEST EDGE EAST-WEST RUNWAY, AND 1.0 M (3.2 FT) NORTHEAST
 FROM AN NGS WITNESS POST. INTER-VISIBILITY BETWEEN THE 430 AND 1280 METER POINTS MAY REQUIRE CUTTING ON-LINE BRUSH DUE TO A
 PROTUBERANCE IN THE GROUND. 

 THE 1280 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM (13.0 IN) IN
 DIAMETER FLUSH WITH THE GROUND.  IT IS 22.6 M (74.0 FT) NORTH NORTHEAST FROM THE APPROXIMATE CENTER OF AN EAST-WEST TAXIWAY,
 20.2 M (66.2 FT) SOUTH SOUTHWEST FROM THE APPROXIMATE CENTER OF A PARALLEL EAST-WEST TAXIWAY, AND 1.4 M (4.6 FT) NORTH
 NORTHEAST FROM AN NGS WITNESS POST.
 
 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.  ELEVATIONS ARE FOR CBL USE ONLY.  THE TAPE CALIBRATION
 POINTS WERE NOT RECOVERED AT THE TIME OF THESE MEASUREMENTS (2000) AND ARE PRESUMED DESTROYED.  

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CENTRAL CHAPTER OF THE LAND SURVEYORS ASSOCIATION OF WASHINGTON.
 FOR FURTHER INFORMATION CONTACT GREG LAZERTE, SURVEYOR, DOUGLAS COUNTY TRANSPORTATION AND LAND SERVICES, 470 NINTH STREET, NE,
 EAST WENATCHEE, WA. 98802.  TELEPHONE: 509-884-9459.

  US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE DATA                        QUAD: N461204
  NOS - NATIONAL GEODETIC SURVEY                    BASE LINE DESIGNATION:  YAKIMA CBL                WASHINGTON          
  SILVER SPRING MD 20910                            PROJECT ACCESSION NUMBER:  15480                  YAKIMA COUNTY       
                                                    NEAREST TOWN:  NACHES             

                                                LIST OF ADJUSTED DISTANCES  ( 7/ 5/2005)

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

    0 1987                           396.000 150 M 1987                       395.003      149.9895       149.9929        .1
    0 1987                           396.000 430 M 1987                       393.408      430.0146       430.0224        .2
    0 1987                           396.000 1200 M 1987                      389.012     1199.9997      1200.0200        .2
 
    150 M 1987                       395.003 430 M 1987                       393.408      280.0250       280.0296        .1
    150 M 1987                       395.003 1200 M 1987                      389.012     1050.0101      1050.0272        .2
 
    430 M 1987                       393.408 1200 M 1987                      389.012      769.9851       769.9976        .1

 DESCRIPTION OF: YAKIMA BASE LINE
 YEAR MEASURED: 1987
 YEAR REMEASURED: 2004
 LATITUDE: 46 40 05
 LONGITUDE: 120 37 47
 AZIMUTH: 133
 CHIEF OF PARTY: GCP

 THE BASE LINE IS LOCATED 2.7 KM (1.7 MI) NORTHWEST OF GLEED, 14.4 KM (9.0 MI) NORTHWEST OF YAKIMA, AND 12.8 KM (8.0 MI) NORTHWEST
 OF THE JUNCTION  OF INTERSTATE 82 AND U.S. ROUTE 12 ALONG THE SOUTHWEST RIGHT OF WAY OF U.S. ROUTE 12.

 THE BASE LINE IS NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT AT THE NORTHWEST END. THE BASE LINE IS A FOUR POINT BASE
 CONSISTING OF THE 0, 150, 430, AND THE 1200 METER POINTS. THERE ARE ALSO TAPE CALIBRATION POINTS LOCATED AT 200 FEET AND 300 FEET
 SOUTHEAST OF THE 0 METER POINT.  ALL POINTS ARE SET ON A LINE WHICH RUNS PARALLEL TO THE SOUTHWEST EDGE OF THE EAST BOUND
 LANE OF U.S. ROUTE 12 AND ALONG THE RIGHT OF WAY.

 TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 82 AND U.S. ROUTE 12, TAKE U.S. ROUTE 12 WEST AND GO NORTHWEST FOR 6.7 KM
 (4.2 MI) TO THE NACHEZ RIVER BRIDGE, CONTINUE STRAIGHT FOR 6.5 KM (4.1 MI) ON U.S. ROUTE 12 TO AN INTERSECTION, KERSHAW ROAD. TURN
 LEFT ON TO KERSHAW ROAD AND THE 0 METER  POINT ON THE LEFT.
 
 THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "0 1987", SET IN THE TOP
 OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3.2 M (10.5 FT) NORTHEAST OF THE RIGHT OF
 WAY FENCE, 19.4 M (63.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE, AND 31.4 M (103 FT) SOUTHEAST OF THE
 CENTERLINE OF KERSHAW ROAD.

 THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "150 M 1987", SET IN
 THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 8.0 M (26.2 FT) NORTHEAST OF THE
 RIGHT OF WAY FENCE, 19.3 METERS (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE, AND 22.2 METERS (72.8 FT)
 NORTHWEST OF THE CENTERLINE OF BLACKTOP DRIVE WAY.

 THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISC WITH A PUNCH MARK IN THE CENTER, STAMPED "430 M 1987",
 SET IN THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.4 M (14.4 FT) NORTHEAST OF
 THE RIGHT OF WAY FENCE, AND 19.0 METERS (62.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. 

 THE 1200 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "1200 M 1987", SET IN
 THE TOP OF A  45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.0 M (13.1 FT) NORTHEAST OF THE
 RIGHT OF WAY FENCE, AND 18.7 METERS (61.4 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. 

 THE 200 FOOT TAPING POINT HAS BEEN DESTROYED SINCE THE BASE LINE WAS LAST MEASURED.

 THE 300 FOOT TAPING POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK WITH A PUNCH MARK IN THE CENTER, STAMPED "300 F 1987", SET
 IN  THE TOP OF A 45 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6.0 M (19.7 FT) NORTHEAST OF THE
 RIGHT OF WAY FENCE, AND 19.3 M (63.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S. ROUTE 12 EASTBOUND LANE. NOTE THAT 300 FT POINT WAS
 NOT REMEASURED.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY.  TRAFFIC SAFETY PRECAUTIONS
 SHOULD BE TAKEN DUE TO FAST MOVING VEHICLES ON HIGHWAY.  CENTER PUNCH MARKS ON ALL DISKS SHOULD BE USED FOR MEASUREMENTS.

 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS ASSOCIATION OF WASHINGTON, WASHINGTON STATE D.O.T.,
 YAKIMA COUNTY, CITY OF YAKIMA, AND THE U.S.F.S. FOR MORE INFORMATION, PLEASE CONTACT Lee Shuman, Washington State Department of 
 Transportation, 2809 Rudkin Road, Union Gap, WA, 98903-1648; Telephone: (509) 577-1709