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 STATE OF ALASKA
1                                                              CONTENTS



           BASE LINE DESIGNATION                      STATE              =
      BOROUGH                   QUAD

           CAMPBELL AIRSTRIP CBL (2001 REMEASURED)    ALASKA             =
      ANCHORAGE                 N611493
           F.W. WILLIAMSON CBL (2001 REMEASURED)      ALASKA             =
      KENAI                     N601512
           FAIRBANKS CENTENNIAL CBL                   ALASKA             =
      NORTH STAR                N641474
           JUNEAU CBL (2001 REMEASURED)               ALASKA             =
      JUNEAU                    N581343
           WASILLA AIRPORT CBL                        ALASKA             =
      MAT-SU                    N611494

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE =
DATA                        QUAD: N611493
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE =
DESIGNATION:  CAMPBELL AIRSTRIP CBL     ALASKA             =20
 SILVER SPRING MD 20910 - August 21, 2001          PROJECT ACCESSION =
NUMBER:  16397                  ANCHORAGE BOROUGH  =20
                                                   NEAREST TOWN:  =
ANCHORAGE         =20

                                               LIST OF ADJUSTED =
DISTANCES  (AUGUST 15, 2001)

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

    GEO STA 60002 A 1973              73.456 150 1984                    =
      74.675      149.9996       150.0046        .1
    GEO STA 60002 A 1973              73.456 430 1984                    =
      77.323      429.9925       430.0099        .1
    GEO STA 60002 A 1973              73.456 1000 1984                   =
      82.398      999.9605      1000.0005        .1
=20
    150 1984                          74.675 430 1984                    =
      77.323      279.9929       280.0054        .1
    150 1984                          74.675 1000 1984                   =
      82.398      849.9609       849.9960        .1
=20
    430 1984                          77.323 1000 1984                   =
      82.398      569.9681       569.9907        .1

 DESCRIPTION OF CAMPBELL AIRSTRIP BASE LINE=20
 YEAR MEASURED: 1984
 YEAR REMEASURED: 2001
 LATITUDE: 61 09 13
 LONGITUDE: 149 47 26
 AZIMUTH: 45 DEGREES TRUE NORTH
 CHIEF OF PARTY: OWM

 THE BASE LINE IS LOCATED ON THE EAST SIDE OF ANCHORAGE AT THE BUREAU OF =
LAND MANAGEMENT ANCHORAGE FIELD OFFICE AND ALONG THE
 SOUTHEAST EDGE OF THE CAMPBELL AIRSTRIP.  THE CAMPBELL AIRSTRIP IS AN =
ACTIVE AIRSTRIP!  WATCH FOR AIRCRAFT AT ALL TIMES!

 THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON =
THE SOUTHWEST END.  IT IS MADE UP OF THE 0, 150, 430,
 AND 1000 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE SOUTHEAST OF =
AND PARALLEL WITH THE RUNWAY AND NORTHWEST OF THE
 TRACK ROAD ON THE SOUTHEAST SIDE OF THE AIRSTRIP.=20

 TO REACH THE 0-METER FROM THE JUNCTION OF SEWARD HIGHWAY AND DOWLING =
ROAD, GO EAST ON DOWLING ROAD FOR 0.96 KM (0.6 MI) TO ITS
 JUNCTION WITH LAKE OTIS PARKWAY.  TURN RIGHT AND GO SOUTH ON LAKE OTIS =
FOR 0.88 KM (0.55 MI) TO EAST 68TH AVENUE.  TURN LEFT ON 68TH
 AVENUE AND GO EAST FOR 1.61 KM (1.0 MI) TO JUNCTION WITH ABBOTT LOOP =
ROAD AND RUTH STREET, TURN RIGHT AND GO SOUTH ON ABBOTT
 LOOP ROAD FOR 0.08 KM (0.05 MI) TO ENTRANCE OF ANCHORAGE FIELD OFFICE =
OF BUREAU OF LAND MANAGEMENT.  TURN LEFT AND GO EAST INTO
 BLM FACILITY FOR 0.08 KM (0.05 MI) AND BEAR RIGHT AT THE FORK TO GATE =
ON THE RIGHT (LOCKED AFTER HOURS AND ON WEEKENDS), PASS THRU
 GATE AND CONTINUE EASTERLY FOR 0.48 KM (0.3 MI) TO BLM PARKING LOT, =
STAY TO LEFT AND CONTINUE EAST PAST GARAGES FOR 0.16 KM (0.1 MI)
 TO WARNING SIGN AND ENTRANCE TO RAMP.  (CHECK WITH PERSONNEL IN RAMP =
TRAILER ON RIGHT FOR CLEARANCE TO ENTER CAMPBELL AIRSTRIP.)
 PASS THRU RAMP ENTRANCE AND GO EASTERLY ACROSS GRAVEL RAMP FOR 0.16 KM =
(0.1 MI) TO WEST EDGE OF SOUTH END OF AIRSTRIP.  BEAR RIGHT
 ON TRACK ROAD AND CROSS AIRSTRIP FOR 0.08 KM (0.05 MI) TO 0 METER POINT =
ON THE RIGHT AS DESCRIBED.

 TO REACH THE OTHER MARKS TURN LEFT ON TRACK ROAD ALONG EDGE OF WOODS =
AND GO NORTHEAST 0.16 KM (0.1 MI) TO 150 METER POINT ON LEFT.
 CONTINUE NORTHEAST FOR 0.24 KM (0.15 MI) TO 430 METER POINT ON THE =
LEFT.  CONTINUE NORTHEAST FOR 0.56 KM (0.35 MI) TO 1000 METER
 POINT ON THE LEFT.

 THE 0 METER POINT IS A STANDARD US GLO DISK STAMPED "GEO STA 60002 A =
1973" SET INTO THE TOP OF A METAL PIPE 23 CM (9 IN) IN DIAMETER
 PROJECTING 25 CM (10 IN) ABOVE THE GROUND.  IT IS: 24.689 M (81.0 FT) =
SW FROM CENTER LINE OF TRACK ROAD, 2.230 M (7.3 FT) SE
 FROM 12.5 CM (5 IN) BIRCH TREE, AND 1.615 M (5.3 FT) NE FROM 12.5 CM (5 =
IN) SPRUCE TREE.  THE 0 METER POINT IS A BLM GEOCEIVER
 STATION.  EXCEPT FOR THE O METER POINT, WHICH IS DESCRIBED, ALL THE =
OTHER MARKS ARE STANDARD BASE LINE DISKS SET IN 18 INCH SQUARE
 CONCRETE MONUMENTS WHICH PROJECT ABOUT 3 INCHES AND ARE SET IN 5 FOOT =
ROUND CONCRETE PADS. NOTE THAT THE PAD AT THE 150 METER POINT
 IS UNSTABLE.  ALL OF THESE MARKS ARE STAMPED WITH THEIR BASE LINE =
DESIGNATION AND THE YEAR 1984.=20

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

1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ANCHORAGE =
CHAPTER OF THE ASPLS.  FOR FURTHER INFORMATION CONTACT ALASKA
 SOCIETY OF PROFESSIONAL LAND SURVEY, ANCHORAGE CHAPTER, P.O. BOX =
10-2106, ANCHORAGE, AK 99510-2106 OR CALL MIKE WILSON, BLM,
 AT 907-267-1312.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE =
DATA                        QUAD: N601512
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE =
DESIGNATION:  F.W. WILLIAMSON CBL       ALASKA             =20
 SILVER SPRING MD 20910 - AUGUST 21, 2001          PROJECT ACCESSION =
NUMBER:  16397                  KENAI BOROUGH      =20
                                                   NEAREST TOWN:  =
SOLDOTNA   =20

                                               LIST OF ADJUSTED =
DISTANCES  (AUGUST 20, 2001)

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

    0                                 37.490 150                         =
      34.960      150.0088       150.0302        .1
    0                                 37.490 400                         =
      33.901      399.9873       400.0034        .2
    0                                 37.490 1246                        =
      35.624     1246.5189      1246.5203        .2
=20
    150                               34.960 400                         =
      33.901      249.9784       249.9807        .1
    150                               34.960 1246                        =
      35.624     1096.5098      1096.5100        .2
=20
    400                               33.901 1246                        =
      35.624      846.5313       846.5330        .1


 DESCRIPTION OF F. W. WILLIAMSON BASE LINE=20
 YEAR MEASURED: 1984
 YEAR REMEASURED: 2001
 LATITUDE: 60 20 25
 LONGITUDE: 151 16 29
 AZIMUTH: 24 DEGREES TRUE NORTH
 CHIEF OF PARTY: BK

 THE BASE LINE IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTH OF KENAI AND =
18.5 KM (11.5 M) SOUTHWEST OF SOLDOTNA ALONG THE EAST SIDE OF
 KALIFORNSKY BEACH ROAD NEAR THE KASILOF AIRPORT.

 THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH =
END. IT IS MADE UP OF 0, 150, 400, AND 1246 METER POINTS.
 MARKS FOR THE CALIBRATION OF 100 AND 200 FOOT TAPES ARE SET SOUTH AND =
NORTH OF THE 400 METER POINT RESPECTIVELY. AN 800 METER
 POINT WAS SET BUT NOT MEASURED TO.  THE HORIZONTAL DISTANCES FROM 400M =
MARK TO THE CENTERS OF THE 100 FOOT AND 200 FOOT DISKS
 ARE 99.99 FT (30.477 M) AND 199.96 FT (60.948 M) RESPECTIVELY, AND TO =
THE OFF-CENTERED PUNCHES ON THE DISKS ARE 100.00 FT
 (30.480 M) AND 200.00 FT (60.960 M) RESPECTIVELY.  THE TAPE CALIBRATION =
MARKS WERE NOT REMEASURED IN 2001.

 TO REACH THE BASE LINE FROM THE JUNCTION OF STERLING HIGHWAY (ALASKA =
ROUTE 1) AND KALIFORNSKY BEACH ROAD ABOUT 20.1 KM (12.5 MI)
 SOUTHWEST OF SOLDOTNA GO NORTH ON KALIFORNSKY BEACH ROAD FOR 2.3 KM =
(1.45 MI) TO A DRIVEWAY ON THE RIGHT WHERE THE ROAD BEGINS
 TO STRAIGHTEN OUT AND THE 0 METER POINT ON THE RIGHT AS DESCRIBED. TO =
REACH THE OTHER METER POINTS, CONTINUE NORTH ON THE BEACH
 ROAD FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT AS =
DESCRIBED.  CONTINUE NORTH ON BEACH ROAD FOR 0.24 KM (0.15 MI)
 TO A SIDE ROAD LEFT AND THE 400 METER POINT ON THE RIGHT AS DESCRIBED.  =
TO REACH THE 1246 METER POINT CONTINUE NORTH ON THE BEACH
 ROAD FOR 0.72 KM (0.45 MI) TO A SIDE ROAD RIGHT AND ENTRANCE TO THE =
KASILOF AIRPORT. TURN RIGHT AND GO ABOUT 16.5 M (54.0 FT)
 TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR =
0.16 KM (0.1 MI) TO THE MARK ON THE RIGHT AS DESCRIBED.
=20

 THE 0 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP =
OF A ROUND CONCRETE MONUMENT 23 CM (9.0 IN) IN DIAMETER
 PROJECTING 5 CM (2 IN) ABOVE THE GROUND. IT IS LOCATED 27.13 M (89.0 =
FT) EAST FROM CENTERLINE OF BEACH ROAD, 18.1 M (59.4 FT)
 NORTHWEST FROM A TELEPHONE CABLE BOX, 10.82 M (35.5 FT) SOUTH FROM THE =
CENTERLINE OF GRAVEL DRIVEWAY, 3.0 M (9.85 FT) WEST FROM
 HIGHWAY ROW POST, AND 0.2 M (0.66 FT) WEST FROM WITNESS POST.

 THE 150 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP =
OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER
 PROJECTING 5 CM (2 IN) ABOVE THE GROUND. IT IS LOCATED 27.28 M (89.5 =
FT) WEST FROM THE CENTERLINE OF BEACH ROAD, 22.6 M (74.15 FT)
 SOUTHWEST OF A TELEPHONE CABLE BOX, 12.8 M (42.0 FT) NORTHWEST OF POWER =
POLE J4 24 7310, AND 0.21 M (0.7 FT) WEST FROM WITNESS POST.

1THE 400 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE TOP =
OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER
 RECESSED 5 CM (2 IN) BELOW THE GROUND.  IT IS LOCATED 60.9 M (200 FT) =
SOUTH FROM THE 200 FOOT POINT, 30.5 M (100 FT) NORTH FROM
 100 FOOT POINT, AND 27.28 M (89.5 FT) EAST FROM THE CENTERLINE OF BEACH =
ROAD.

 THE 1246 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE =
TOP OF A ROUND CONCRETE MONUMENT 23 CM (9 IN) IN DIAMETER
 FLUSH WITH THE GROUND. IT IS LOCATED 3.565 M (11.7 FT) NORTHWEST FROM =
POWER POLE J5 18 1940, 3.2 M (10.5 FT) EAST FROM THE
 CENTERLINE OF GRAVEL ROAD, 3.05 M (10.0 FT) WEST OF A HIGHWAY ROW POST, =
AND 0.15 M (0.5 FT) WEST FROM WITNESS POST.

 USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. =
ELEVATIONS ARE FOR CBL USE ONLY.
 =20
 THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE KENAI PENINSULA =
CHAPTER OF THE ASPLS.  FOR FURTHER INFORMATION CONTACT
 ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS, KENAI PENINSULA CHAPTER, =
BOX 468, SOLDOTNA, AK  99669.

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE =
DATA                        QUAD: N641474
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE =
DESIGNATION:  FAIRBANKS CENTENNIAL CBL  ALASKA             =20
 SILVER SPRING MD 20910 - AUGUST 21, 2001          PROJECT ACCESSION =
NUMBER:  16397                  NORTH STAR BOROUGH            =20
                                                   NEAREST TOWN:  =
FAIRBANKS         =20


                                               LIST OF ADJUSTED =
DISTANCES  (AUGUST 15, 2001)

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

    0 M 2001                         132.824 150 M 2001                  =
     132.861      149.9887       149.9887        .1
    0 M 2001                         132.824 430 M 2001                  =
     133.308      429.9934       429.9936        .1
    0 M 2001                         132.824 1000 M 2001                 =
     134.571      999.9741       999.9756        .2
=20
    150 M 2001                       132.861 430 M 2001                  =
     133.308      280.0047       280.0051        .1
    150 M 2001                       132.861 1000 M 2001                 =
     134.571      849.9854       849.9871        .1
=20
    430 M 2001                       133.308 1000 M 2001                 =
     134.571      569.9807       569.9821        .1


 DESCRIPTION OF FAIRBANKS CENTENNIAL BASE LINE=20
 YEAR MEASURED: 2001
 LATITUDE: 64 50 56
 LONGITUDE: 147 48 19
 AZIMUTH: 90 DEGREES TRUE NORTH
 CHIEF OF PARTY: MG

 THE BASE LINE IS LOCATED ALONG THE PHILLIPS FIELD FRONTAGE ROAD =
ADJACENT TO THE JOHANSEN EXPRESSWAY IN FAIRBANKS.  IT IS LOCATED
 10 METERS SOUTH OF THE CENTERLINE OF PHILLIPS FIELD ROAD WITHIN A =
GRASSY AREA BETWEEN THE SOUTH CONCRETE CURB AND THE PAVED
 BIKE PATH.  THE FRONTAGE ROAD IS WITHIN THE SECTION LINE COMMON TO =
SECTIONS 5 & 8, TOWNSHIP 1 SOUTH, RANGE 1 WEST, FAIRBANKS
 MERIDIAN, ALASKA.

 THE BASE LINE IS A WEST-EAST LINE WITH THE 0 METER POINT ON THE WEST =
END. IT IS CONSISTS OF THE 0, 150, 430, AND 1000 METER POINTS=20
 WITH A 200-FOOT TAPE CALIBRATION MONUMENT SET EAST OF THE 150 METER =
POINT.

 TO REACH THE 0-METER THERE ARE TWO ROUTES AVAILABLE.  IF YOU ARE ON =
AIRPORT WAY FROM THE FAIRBANKS INTERNATIONAL AIRPORT TERMINAL,
 PROCEED EAST UNTIL YOU COME TO THE INTERSECTION WITH UNIVERSITY AVE.  =
CONTINUE EAST ALONG AIRPORT WAY FOR 1.61 KM (1.00 MI)=20
 UNTIL REACHING THE INTERSECTION WITH PEGER ROAD.  TURN LEFT AND GO =
NORTH ON PEGER ROAD FOR 1.08 KM (0.67 MI) UNTIL REACHING THE
 INTERSECTION WITH PHILLIPS FIELD ROAD.  TURN LEFT AND GO WEST ON =
PHILLIPS FIELD ROAD FOR 1.41 KM (0.88 MI) UNTIL IT TERMINATES
 IN A PAVED CUL-DE-SAC NEAR THE BRIDGE CROSSING NOYES SLOUGH FOR THE =
JOHANSEN EXPRESSWAY AND THE 0-METER POINT AS DESCRIBED BELOW.

 IF YOU ARE ON THE JOHANSEN EXPRESSWAY EASTBOUND FROM ANCHORAGE PROCEED =
TO THE INTERSECTION WITH GEIST ROAD AT UNIVERSITY AVE.
 CONTINUE EAST ALONG THE JOHANSEN EXPRESSWAY FOR 1.87 KM (1.16 MI) BY =
EXITING THE SOUTHBOUND TURN LANE ONTO THE PEGER ROAD OFF
 RAMP UNTIL YOU REACH THE INTERSECTION WITH PHILLIPS FIELD ROAD.  TURN =
RIGHT AND GO WEST THE PHILLIPS FIELD ROAD FOR 1.41 KM
 (0.88 MI) UNTIL TERMINATING AT THE CUL-DE-SAC AND THE 0-METER POINT AS =
DESCRIBED BELOW.

 THE 0-METER POINT IS A STANDARD NGS DISK STAMPED "0 M 2001" SET INTO =
THE TOP OF A ROUND RED CONCRETE MONUMENT 30 CM (12.0 IN) IN
 DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 5 M (16.4 FT) =
WEST OF THE CONCRETE CURB AT THE END OF THE PAVED TURNAROUND
 AT THE INTERSECTION OF PHILLIPS FIELD ROAD AND MARIAN DRIVE, 5.45 M =
(17.88 FT) SOUTH OF A METAL ROAD SIGN MARKING THE END OF
 PHILLIPS FIELD ROAD, 1.8 M (5.91 FT) SOUTHEAST OF A TWO METER HIGH =
STEEL POST WITH AN ATTACHED METAL SIGN LETTERED "000" AND 0.3 M
 (0.98 FT) EAST OF AN ORANGE CARSONITE POST LABELED "SURVEY MONUMENT".

1THE 150-METER POINT IS A STANDARD NGS DISK STAMPED "150 M 2001" SET =
INTO THE TOP OF A  ROUND RED CONCRETE MONUMENT 30 CM (12.0 IN)
 IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED EAST =
OF THE 0-METER POINT WITHIN THE GRASSY MEDIAN BETWEEN THE
 SOUTH CURB LINE OF PHILLIPS FIELD ROAD AND THE PAVED BIKE PATH.  IT IS =
7.85 M (25.75 FT) SOUTH OF THE CENTERLINE OF PHILLIPS FIELD
 ROAD, 8.0 M (26.25 FT) NORTH OF A METAL SIGN LETTERED "150" ATTACHED TO =
A 21 CM (8.0 IN) DIAMETER SPRUCE TREE, 16.2 M (53.15 FT)
 EAST AND 1.3 M (4.27 FT) NORTH OF A METAL STORM DRAIN LOCATED IN THE =
CONCRETE CURB ADJACENT TO PHILLIPS FIELD ROAD, AND 21.O M
 (68.9 FT) EAST OF A METAL SIGN POSTING THE "SPEED LIMIT 30". NOTE: THE =
REFLECTIVE METAL SPEED LIMIT SIGN CAN BE UNBOLTED FROM ITS
 BASE AND TAKEN DOWN BECAUSE IT IS PARTIALLY OBSTRUCTING THE 150-METER =
MARK.=20

 THE 430-METER POINT IS A STANDARD NGS DISK STAMPED "430 M 2001" SET =
INTO THE TOP OF A ROUND RED CONCRETE MONUMENT 30 CM (12.0 IN)
 IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED EAST =
OF THE O-METER POINT WITHIN THE GRASSY MEDIAN BETWEEN THE
 SOUTH CURB LINE OF PHILLIPS FIELD ROAD AND THE PAVED BIKE PATH.  IT IS =
8.5 M (27.9 FT) SOUTH OF THE CENTERLINE OF PHILLIPS FIELD
 ROAD, 6.5 M (21.3 FT) NORTH OF A METAL SIGN LETTERED "430" ATTACHED TO =
A CHAIN LINK FENCE, AND 5.7 M (18.7 FT) EAST AND 2 M
 (6.6 FT) NORTH OF A METAL STORM DRAIN LOCATED IN THE CONCRETE CURB =
ADJACENT TO PHILLIPS FIELD ROAD.=20

 THE 1000-METER POINT IS A STANDARD NGS DISK  STAMPED "1000 M 2001" SET =
INTO THE TOP OF A ROUND RED CONCRETE MONUMENT 30 CM (12.0 IN)
 IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED WITHIN =
A 2.5 M (8.2 FT) WIDE BY 2.0 M (6.6 FT) HIGH GRAVEL PAD
 ADJACENT TO THE SOUTHERN SHOULDER OF A 2.5 M (8.2 FT) WIDE PAVED BIKE =
PATH LYING 38.0 M (124.7 FT) EAST OF ITS CROSSING WITH
 PHILLIPS FIELD ROAD.  IT IS 3.9 M (12.8 FT) NORTH OF A METAL SIGN =
LETTERED "1000" ATTACHED TO A CHAIN LINK FENCE ADJACENT TO A BIKE
 PATH WHICH PARALLELS THE JOHNSON EXPRESSWAY OVERPASS ABOVE PEGER ROAD.=20

 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 FAIRBANKS =
CHAPTER OF THE ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS.
 FOR FURTHER INFORMATION CONTACT THE FAIRBANKS ASPLS AT: PO BOX 81568, =
FAIRBANKS AK, 99708, MARTIN GUTOSKI, TELEPHONE 907-488-0927.
 ALSO, INFORMATION IS AVAILABLE VIA THE INTERNET AT THE STATE WIDE ASPLS =
HOMEPAGE AT HTTP://WWW.POLARNET.COM/~ASPLS/.=20

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE =
DATA                        QUAD: N581343
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE =
DESIGNATION:  JUNEAU CBL                ALASKA             =20
 SILVER SPRING MD 20910 - AUGUST 21, 2001          PROJECT ACCESSION =
NUMBER:  16397                  JUNEAU BOROUGH        =20
                                                   NEAREST TOWN:  JUNEAU =
           =20

                                               LIST OF ADJUSTED =
DISTANCES  (AUGUST 15, 2001)

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

    0 1981                            19.812 150 1981                    =
      20.143      150.0050       150.0053        .1
    0 1981                            19.812 410 1981                    =
      20.784      410.0015       410.0027        .1
    0 1981                            19.812 1000 1981                   =
      26.084     1000.0142      1000.0339        .2
=20
    150 1981                          20.143 410 1981                    =
      20.784      259.9966       259.9974        .1
    150 1981                          20.143 1000 1981                   =
      26.084      850.0092       850.0300        .1
=20
    410 1981                          20.784 1000 1981                   =
      26.084      590.0126       590.0364        .1


 DESCRIPTION OF JUNEAU BASE LINE
 YEAR MEASURED: 1982
 YEAR REMEASURED: 2001
 LATITUDE: 58 24 01
 LONGITUDE: 134 33 24
 AZIMUTH: 0 DEGREES TRUE NORTH
 CHIEF OF PARTY: RK

 THE BASE LINE IS LOCATED 3.25 KM (2.0 MI) NORTH OF THE JUNEAU =
INTERNATIONAL AIRPORT, ABOUT 0.1 KM (0.05 MI) SOUTH OF THE BORDER
 OF THE NORTH TONGASS NATIONAL FOREST, IN THE PAVED BIKE LANE ON THE =
EAST SIDE OF GLACIER SPUR ROAD, ON STATE PROPERTY.

 THE BASE LINE IS A NORTH-SOUTH BASE LINE WITH THE 0 METER POINT ON THE =
SOUTH END.  IT CONSISTS OF 0, 150, 410, AND 1000 METER=20
 POINTS.  THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS =
BASE LINE.

 TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY 7 (EGAN =
DRIVE) AND MENDENHALL LOOP ROAD (0.85 KM (0.5 MI) NORTHWEST OF
 THE AIRPORT) GO NORTH ON MENDENHALL LOOP ROAD (CHANGES TO GLACIER SPUR =
ROAD) FOR 4.0 KM (2.35 MI) TO GARNET STREET ON THE RIGHT.
 CONTINUE NORTH FOR 0.1 KM (0.05 MI) TO STATION 0 METER POINT ON THE =
RIGHT.

 THE 0 METER POINT IS A STANDARD NGS DISK STAMPED "0 1981" SET INTO THE =
TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER
 RECESSED 5 CM (2 IN) BELOW THE GROUND.  IT IS LOCATED 82.9 M (272 FT) =
SOUTH FROM EXTENDED CENTER LINE OF GLADSTONE STREET, 74.83
 M (245.5 FT) NORTH FROM EXTENDED CENTER LINE OF GARNET STREET, 5.24 M =
(17.2 FT) EAST FROM ROAD CENTER, 3.01 M (9.9 FT) SOUTHWEST
 FROM METAL LIGHT POLE 124, AND 0.61 M (2.0 FT) WEST FROM ROAD EDGE.

 THE 150 METER POINT IS A STANDARD NGS DISK STAMPED "150 1981" SET INTO =
THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN
 DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND.  IT IS LOCATED 65.38 M =
(214.5 FT) NORTH FROM EXTENDED CENTER LINE OF GLADSTONE
 STREET, 21.70 M (71.2 FT) SOUTHWEST FROM CENTER OF TONGASS NATIONAL =
FOREST SIGN, 5.2 M (17 FT) EAST FROM ROAD CENTER, AND 0.61
 M (2.0 FT) WEST FROM ROAD EDGE.=20

 THE 410 METER POINT IS A STANDARD NGS DISK STAMPED "410 1981" SET INTO =
THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN
 DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND.  IT IS LOCATED 5.2 M =
(17 FT) EAST FROM ROAD CENTER AND 0.61 M (2.0 FT) WEST
 FROM ROAD EDGE.

 THE 1000 METER POINT IS A STANDARD NGS DISK STAMPED "1000 1981" SET =
INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN
 DIAMETER RECESSED 5 CM (2 IN) BELOW THE GROUND.  IT IS LOCATED 4.82 M =
(15.8 FT) EAST FROM ROAD CENTER AND 0.61 M (2.0 FT) WEST
 FROM ROAD EDGE.

1ALL DISKS ARE SET IN CONCRETE POSTS IN AN IRON SLEEVE ABOUT 5 CM BELOW =
GROUND.  THE TOP OF THE SLEEVE IS FLUSH WITH THE ROAD
 SURFACE, IN THE MIDDLE OF A 0.7 M (2.3 FT) SQUARE CONCRETE PAD.  A =
WATER METER COVER IS LOCKED ONTO THE SLEEVE.  ALL OF THE MARKS
 ARE SET IN LINE IN THE BIKE LANE ALONG THE EAST SIDE OF THE ROAD.=20

 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 ALASKA =
DEPARTMENT OF TRANSPORTATION.  FOR FURTHER INFORMATION,
 CONTACT ALASKA DEPARTMENT OF TRANSPORTATION, 6860 GLACIER HIGHWAY, =
JUNEAU AK 99801 OR PHONE MR. TIM REED AT 907-465-4491 OR
 MR. GARRITH MCLEAN AT 907-465-4492.  ALSO, INFORMATION IS AVAILABLE VIA =
THE INTERNET AT THE STATE WIDE ASPLS HOMEPAGE AT
 HTTP://WWW.POLARNET.COM/~ASPLS/.=20

1US DEPARTMENT OF COMMERCE - NOAA                  CALIBRATION BASE LINE =
DATA                        QUAD: N611494
 NOS - NATIONAL GEODETIC SURVEY                    BASE LINE =
DESIGNATION:  WASILLA AIRPORT CBL       ALASKA             =20
 SILVER SPRING MD 20910 - AUGUST 21, 2001          PROJECT ACCESSION =
NUMBER:  16397                  MAT-SU BOROUGH
                                                   NEAREST TOWN:  =
WASILLA           =20

                                               LIST OF ADJUSTED =
DISTANCES  (AUGUST 16, 2001)

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

    1 ASPLS 1995                     101.633 2 ASPLS 1995                =
     101.687      150.0126       150.0126        .1
    1 ASPLS 1995                     101.633 3 ASPLS 1995                =
     104.537      608.3303       608.3373        .1
    1 ASPLS 1995                     101.633 4 ASPLS 1995                =
     106.942     1100.0276      1100.0404        .2
=20
    2 ASPLS 1995                     101.687 3 ASPLS 1995                =
     104.537      458.3177       458.3266        .1
    2 ASPLS 1995                     101.687 4 ASPLS 1995                =
     106.942      950.0149       950.0295        .1
=20
    3 ASPLS 1995                     104.537 4 ASPLS 1995                =
     106.942      491.6972       491.7031        .1

 DESCRIPTION OF WASILLA AIRPORT BASE LINE=20
 YEAR MEASURED: 2001
 LATITUDE: 61 34 08
 LONGITUDE: 149 33 05
 AZIMUTH: 60 DEGREES TRUE NORTH
 CHIEF OF PARTY: BG

 THE BASE LINE IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST-SOU THE WASILLA =
AIRPORT ALONG THE SOUTHERLY SIDE OF THE THWEST OF WASILLA AT
 AIRCRAFT PARKING AREA.  THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE =
WITH THE 0 METER POINT ON THE SOUTHWEST END.  IT IS MADE UP
 OF 0, 150, 608, AND 1100 METER POINTS WITH A 100-FOOT TAPE CALIBRATION =
STATION LOCATED 100 FEET NORTHEAST OF THE 150-METER POINT.

 TO REACH THE 0-METER POINT FROM STATE ROUTE 3, PARKS HIGHWAY, MILEPOST =
47, 1.6 KM (1.0 MI) SOUTHEAST OF WASILLA, GO WEST ON PARKS
 HIGHWAY FOR 6.4 KM (4.0 MI) TO NEUSER DRIVE, WEST OF THE ALASKA =
RAILROAD OVERPASS.  TURN LEFT AND GO SOUTH
 THEN EAST ON NEUSER DRIVE FOR 1.6 KM (1.0 MI) TO BEACON STREET. TURN =
RIGHT ON BEACON STREET AND GO SOUTHWEST FOR 0.47 KM (0.75 MI)
 TO THE LAST ENTRY ROAD ON THE LEFT TO THE AIRCRAFT PARKING AREA, THEN =
GO SOUTHEAST ABOUT 500 FT TO THE SOUTHWEST CORNER OF THE
 PAVED AIRCRAFT PARKING AREA, CONTINUE SOUTHWEST ACROSS OPEN FIELD =
ANOTHER 500 FT TO THE 0-METER POINT AS DESCRIBED BELOW.=20

 THE 0 METER POINT IS A 3-1/4 INCH DOMED DISK STAMPED, "1 ASPLS 1995" =
SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 152 M (500 FT) SOUTHWEST =
OF THE SOUTHWEST CORNER OF THE PAVED AIRPORT PARKING AREA.

 THE 150 METER POINT IS A 3-1/4 INCH DOMED DISK STAMPED, "2 ASPLS 1995" =
SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.5 M (15 FT) SOUTH OF THE =
SOUTHWEST CORNER OF THE PAVED AIRPORT PARKING AREA.

 THE 608 METER POINT IS A 3-1/4 INCH DOMED DISK STAMPED, "3 ASPLS 1995" =
SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 6 M (20 FT) SOUTHWEST OF =
THE EDGE OF THE PAVEMENT AT THE CENTER OF THE MOST EASTERLY
 TAXIWAY D.

 THE 1100 METER POINT IS A 3-1/4 INCH DOMED DISK STAMPED, "4 ASPLS 1995" =
SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 FLUSH WITH THE SURFACE OF THE GROUND.  IT IS BETWEEN THE DIRT =
MAINTENANCE ACCESS AND THE PAVED RUNWAY, 1600 FEET NORTHEASTERLY OF
 TAXI WAY D, AND IS ABOUT 20 FEET NORTHWEST OF THE RUNWAY PAVEMENT, =
OUTSIDE OF THE RUNWAY LIGHTS.

 THE 0-FOOT TAPE CALIBRATION POINT IS THE 150-METER POINT DESCRIBED =
ABOVE.  THE 100-FOOT TAPE CALIBRATION POINT IS A 3-1/4 INCH
 DOMED DISK STAMPED, "100 FT. ASPLS 1995" SET IN THE TOP OF A 30 CM (12 =
IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE
 GROUND.  IT IS 30.48 M (100.00 FT) NORTHEAST OF THE 150-METER POINT.

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

1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ALASKA SOCIETY =
OF PROFESSIONAL LAND SURVEYORS (ASPLS).  FOR FURTHER
 INFORMATION CONTACT, ME. GEORGE STROTHER, ASPLS, (MAT-SU) VALLEY =
CHAPTER, AT 907-745-9810. ALSO, INFORMATION IS AVAILABLE VIA THE
 INTERNET AT THE STATE WIDE ASPLS HOMEPAGE AT =
HTTP://WWW.POLARNET.COM/~ASPLS/.