@@@IMAGE=(NOAA3L,1,1),FORMS=(CALCOV),FONTS=(NADCOV),END; STATE OF ALASKA @@@FORMS=NONE,FONTS=(L0112C),END; 1 1 CONTENTS BASE LINE DESIGNATION STATE BOROUGH QUAD ANCHORAGE (DESTROYED) ALASKA ANCHORAGE N611493 CAMPBELL AIRSTRIP CBL (1984) ALASKA ANCHORAGE N611493 CAMPBELL AIRSTRIP CBL (2001 REMEASURED) ALASKA ANCHORAGE N611493 F.W. WILLIAMSON (1984) ALASKA KENAI N601512 F.W. WILLIAMSON (2001 REMEASURED) ALASKA KENAI N601512 FAIRBANKS (1984 DESTROYED) ALASKA NORTH STAR N641474 FAIRBANKS CENTENNIAL CBL ALASKA NORTH STAR N641474 JUNEAU (1982) ALASKA JUNEAU N581343 JUNEAU CBL (2001 REMEASURED) ALASKA JUNEAU N581343 WASILLA AIRPORT CBL ALASKA MAT-SU N611494 1 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N611493 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ANCHORAGE ALASKA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16397 ANCHORAGE COUNTY * * * DESTROYED * * * LIST OF ADJUSTED DISTANCES (JANUARY 19,1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 48.77 150 49.19 149.9726 149.9732 0.3 0 48.77 428 50.61 427.9880 427.9920 0.4 0 48.77 1116 61.86 1116.7549 1116.8316 0.6 150 49.19 428 50.61 278.0155 278.0191 0.3 150 49.19 1116 61.86 966.7822 966.8652 0.5 428 50.61 1116 61.86 688.7666 688.8585 0.3 DESCRIPTION OF ANCHORAGE BASE LINE * * * DESTROYED * * * YEAR MEASURED: 1979 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED ON THE EAST SIDE OF ANCHORAGE AND ALONG THE NORTHERN EDGE OF TUDOR ROAD ACROSS FROM THE MUNICIPALITY BUILDINGS. THE 0 METER POINT IS ACROSS FROM THE MUNICIPALITY OF ANCHORAGE BUILDINGS AND ABOUT 70 FEET WEST OF THE CENTER OF FLORINA STREET, 8.8 FEET SOUTH OF THE CENTER OF THE BIKE PATH AND 3.6 FEET NORTH OF THE NORTH CURB OF TURDOR ROAD. ALL OF THE MARKS ARE PLAIN ALUMINUM PIPE MARKS SET IN CONCRETE AND TAMPED DIRT WITH UNDERGROUND MARKS SET ABOUT 4 FEET BELOW THE SURFACE. THERE IS NO STAMPING ON THE MARKS AT THIS TIME. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS MADE UP OF THE 0, 150, 428, AND 1116 METER POINTS. THE ENTIRE BASE LINE RUNS ALONG THE NORTH EDGE OF TUDOR ROAD FROM FLORINA STREET TO VANCE DRIVE. IN ABOUT 1981 OR 1982 A NEW SYSTEM OF STREET LIGHTING WAS INSTALLED ALONG TUDOR ROAD BETWEEN THE 428 METER MONUMENT AND THE 1100 METER MONUMENT. APPARENTLY DURING THIS PROCESS THE DISK WAS SHEARED OFF THE PIPE FOR THE 1100 METER MONUMENT AND THE PIPE BENT ABOUT 30 DEGREES TO THE WEST. IN ADDITION, ABOUT THREE OF THE FOUR POLES INSTALLED ARE ALONG THE LINE OF THE BASELINE AND BLOCK THE LINE OF SIGHT BETWEEN THE 1100 METER MONUMENT AND THE REMAINING THREE MONUMENTS. IN ADDITION, A ROAD SIGN JUST EAST OF THE 428 METER MONUMENT WOULD MAKE ANY POSSIBLE LINE OF SIGHT MEASUREMENTS TO THE 1100 METER MONUMENT DIFFICULT. THE THREE REMAINING MONUMENTS (0, 150, AND 428) APPEAR IN GOOD CONDITION AND CHECK MEASUREMENTS AGREE WITH THE PUBLISHED DISTANCES. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ALASKAN SECTION OF THE AMERICAN CONGRESS ON SURVEYING AND MAPPING. FOR FURTHER INFORMATION CONTACT THE AMERICAN CONGRESS ON SURVEYING AND MAPPING, ALASKA SECTION, POST OFFICE BOX 376, ANCHORAGE, ALASKA 99510. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N611493 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CAMPBELL AIRSTRIP ALASKA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16397 ANCHORAGE COUNTY LIST OF ADJUSTED DISTANCES (NOVEMBER 15, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) GEO STA 60002 A 73.456 150 74.675 149.9946 149.9996 0.1 GEO STA 60002 A 73.456 430 77.323 429.9962 430.0136 0.4 GEO STA 60002 A 73.456 1000 82.398 999.9655 1000.0055 0.5 150 74.675 430 77.323 280.0016 280.0141 0.4 150 74.675 1000 82.398 849.9709 850.0060 0.5 430 77.323 1000 82.398 569.9693 569.9919 0.4 DESCRIPTION OF CAMPBELL AIRSTRIP BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ON THE EAST SIDE OF ANCHORAGE AT THE BUREAU OF LAND MANAGEMENT ANCHORAGE DISTRICT OFFICE AND ALONG THE SOUTHEAST EDGE OF THE CAMPBELL AIRSTRIP. TO REACH FROM THE JUNCTION OF SEWARD HIGHWAY AND DOWLING ROAD, GO EAST ON DOWLING ROAD FOR 0.96 K (0.6 MI) TO ITS JUNCTION WITH LAKE OTIS PARKWAY. TURN RIGHT AND GO SOUTH ON LAKE OTIS FOR 0.88 K (0.55 MI) TO EAST 68TH AVENUE. TURN LEFT ON 68TH AVENUE AND GO EAST FOR 1.61 K (1.0 MI) TO JUNCTION WITH ABBOTT LOOP ROAD AND RUTH STREET, BEAR RIGHT AND GO SOUTH ON ABBOTT LOOP ROAD FOR 0.08 K (0.05 MI) TO ENTRANCE OF ANCHORAGE DISTRICT OFFICE OF BUREAU OF LAND MANAGEMENT. TURN LEFT AND GO EAST INTO BLM FACILITY FOR 0.08 K (0.05 MI) TO GATE (LOCKED AFTER HOURS AND ON WEEKENDS), PASS THRU GATE AND CONTINUE EASTERLY FOR 0.48 K (0.3 MI) TO BLM PARKING LOT, STAY TO LEFT AND CONTINUE EAST PAST GARAGES FOR 0.16 K (0.1 MI) TO STOP SIGN AND ENTRANCE TO RAMP. (CHECK WITH PERSONNEL IN TRAILER ON RIGHT FOR CLEARANCE TO ENTER CAMPBELL AIRSTRIP.) PASS THRU RAMP ENTRANCE AND GO EASTERLY ACROSS GRAVEL RAMP FOR 0.16 K (0.1 MI) TO WEST EDGE OF SOUTH END OF AIRSTRIP. BEAR RIGHT ON TRACK ROAD AND CROSS AIRSTRIP FOR 0.08 K (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 K (0.1 MI) TO 150 METER POINT ON LEFT. CONTINUE NORTHEAST FOR 0.24 K (0.15 MI) TO 430 METER POINT ON THE LEFT. CONTINUE NORTHEAST FOR 0.56 K (0.35 MI) TO 1000 METER POINT ON THE LEFT. 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 THE RUNWAY AND NORTHWEST OF THE TRACK ROAD ON THE SOUTHEAST SIDE OF THE AIRSTRIP. THE 0 METER POINT IS A STANDARD USGLOS DISK STAMPED---GEO STA 6002 A 1973---SET INTO THE TOP OF A METAL PIPE 23 CM (9 IN) IN DIAMETER PROJECTING 25 CM (10 IN) ABOVE THE GROUND LOCATED 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 0 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. ALL OF THESE MARKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1984. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ANCHORAGE CHAPTER OF THE ASPLS. FOR FURTHER INFORMATION CONTACT ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS, ANCHORAGE CHAPTER, P.O. BOX 10-2106, ANCHORAGE, AK 99510-2106. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N611493 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CAMPBELL AIRSTRIP CBL ALASKA SILVER SPRING MD 20910 - August 21, 2001 PROJECT ACCESSION NUMBER: 16397 ANCHORAGE BOROUGH NEAREST TOWN: ANCHORAGE 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 .1 150 1984 74.675 430 1984 77.323 279.9929 280.0054 .1 150 1984 74.675 1000 1984 82.398 849.9609 849.9960 .1 430 1984 77.323 1000 1984 82.398 569.9681 569.9907 .1 DESCRIPTION OF CAMPBELL AIRSTRIP BASE LINE 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. 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. 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 ALASKA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16397 KENAI COUNTY LIST OF ADJUSTED DISTANCES (NOVEMBER 15, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 37.490 150 34.960 150.0090 150.0303 0.1 0 37.490 400 33.901 399.9840 400.0001 0.4 0 37.490 1246 35.624 1246.5237 1246.5251 0.6 150 34.960 400 33.901 249.9750 249.9772 0.4 150 34.960 1246 35.624 1096.5145 1096.5147 0.6 400 33.901 1246 35.624 846.5395 846.5412 0.4 DESCRIPTION OF F.W. WILLIAMSON BASE LINE YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 23.3 K (14.5 MI) SOUTH OF KENAI AND 18.5 K (11.5 M) SOUTHWEST OF SOLDOTNA ALONG THE EAST SIDE OF KALIFORNSKY BEACH ROAD NEAR THE KASILOF AIRPORT. TO REACH THE BASE LINE FROM THE JUNCTION OF STERLING HIGHWAY (ALASKA ROUTE 1) AND KALIFORNSKY BEACH ROAD ABOUT 20.1 K (12.5 MI) SOUTHWEST OF SOLDOTNA GO NORTH ON KALIFORNSKY BEACH ROAD FOR 2.3 K (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 K (0.1 MI) TO THE 150 METER POINT ON THE RIGHT AS DESCRIBED. CONTINUE NORTH ON BEACH ROAD FOR 0.24 K (0.15 MI) TO A SIDEROAD 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 K (0.45 MI) TO A SIDEROAD RIGHT AND ENTRANCE TO THE KASILOF AIRPORT. TURN RIGHT AND GO ABOUT 16.5 M (54.0 FT) TO A GRAVEL SIDEROAD LEFT. TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.16 K (0.1 MI) TO THE MARK ON THE RIGHT AS DESCRIBED. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT IS MADE UP OF 1, 150, 400, AND 1246 METER POINTS WITH MARKS FOR THE CALIBRATION OF 100 AND 200 FOOT TAPES 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 FEET (30.477 M) AND 199.96 FEET (60.948 M) RESPECTIVELY, AND TO THE OFF-CENTERED PUNCHES ON THE DISKS ARE 100.00 FEET (30.480 M) AND 200.00 FEET (60.960 M) RESPECTIVELY. 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 LOCATED 27.13 M (89.0 FT) E FROM CENTER LINE OF BEACH ROAD, 18.1 M (59.4 FT) NW FROM TELEPHONE CABLE BOX, 10.82 M (35.5 FT) S FROM CENTER LINE OF GRAVEL DRIVEWAY, 3.0 M (9.85 FT) W FROM HIGHWAY ROW POST, AND 0.2 M (0.66 FT) W 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 LOCATED 27.28 M (89.5 FT) W FROM CENTER LINE OF BEACH ROAD, 22.6 M (74.15 FT) SW OF TELEPHONE CABLE BOX, 12.8 M (42.0 FT) NW OF POWER POLE J4 24 7310, AND 0.21 M (0.7 FT) W FROM WITNESS POST. THE 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 LOCATED 60.9 M (200 FT) S FROM 200 FOOT POINT, 30.5 M (100 FT) N FROM 100 FOOT POINT, AND 27.28 M (89.5 FT) E FROM CENTER LINE 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 LOCATED 3.565 M (11.7 FT) NW FROM POWER POLE J5 18 1940, 3.2 M (10.5 FT) E FROM CENTER LINE OF GRAVEL ROAD, 3.05 M (10.0 FT) W OF HIGHWAY ROW POST, AND 0.15 M (0.5 FT) W FROM WITNESS POST. 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: N601512 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: F.W. WILLIAMSON CBL ALASKA SILVER SPRING MD 20910 - AUGUST 21, 2001 PROJECT ACCESSION NUMBER: 16397 KENAI BOROUGH NEAREST TOWN: SOLDOTNA 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 .2 150 34.960 400 33.901 249.9784 249.9807 .1 150 34.960 1246 35.624 1096.5098 1096.5100 .2 400 33.901 1246 35.624 846.5313 846.5330 .1 DESCRIPTION OF F. W. WILLIAMSON BASE LINE 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. 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. 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 ALASKA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16397 FAIRBANKS NORTH STAR COUNTY * * * DESTROYED * * * LIST OF ADJUSTED DISTANCES (OCTOBER 15, 1984) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 132.284 150 132.392 149.9961 149.9962 0.1 0 132.284 430 132.291 430.0078 430.0078 0.4 0 132.284 1100 132.162 1100.0004 1100.0004 0.6 150 132.392 430 132.291 280.0117 280.0117 0.4 150 132.392 1100 132.162 950.0043 950.0043 0.5 430 132.291 1100 132.162 669.9926 669.9926 0.4 DESCRIPTION OF FAIRBANKS BASE LINE * * * DESTROYED * * * YEAR MEASURED: 1984 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ON THE SOUTH SIDE OF FAIRBANKS BETWEEN THE FLOAT POND AND THE MAIN RUNWAY ON THE SOUTH SIDE OF METRO FIELD AIRPORT. TO REACH THE BASE LINE FROM THE JUNCTION OF PEGER ROAD AND AIRPORT WAY AT THE SOUTHWEST CORNER OF ALASKA LAND PIONEER PARK, GO SOUTH ON PEGER ROAD FOR 2.66 K (1.65 M) TO THE JUNCTION WITH VAN HORN ROAD. CONTINUE SOUTH ON PEGER ROAD FOR 0.72 K (0.45 MI) TO A SIDE ROAD LEFT JUST BEFORE CROSSING THE FLOAT POND. TURN LEFT ON GRAVEL ROAD AND GO EASTERLY ALONG NORTH EDGE OF FLOAT POND FOR 0.24 K (0.15 MI) TO THE 0 METER POINT ON THE LEFT. TO REACH THE 150 METER POINT, CONTINUE EAST ON GRAVEL ROAD FOR 0.16 K (0.1 MI) TO MARK ON THE LEFT. TO REACH THE 430 METER POINT, CONTINUE EAST ON GRAVEL ROAD FOR 0.32 K (0.2 MI) TO MARK ON THE LEFT. TO REACH THE 1100 METER POINT, CONTINUE ON GRAVEL ROAD AND ALONG NORTH SIDE OF FLOAT POND FOR 0.64 K (0.4 MI) TO THE MARK ON THE LEFT. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1100 METER POINTS WITH A MARK FOR THE CALIBRATION OF 100 FOOT TAPES SET EAST OF THE 0 METER POINT. THE 0 METER POINT IS A STANDARD ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS DISK STAMPED---ASPLS CALIBRATION BASE LINE 1984 FAIRBANKS CHAPTER---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM (16 IN) IN DIAMETER RECESSED 7.5 CM (3 IN) BELOW THE GROUND LOCATED 18.6 M (61.0 FT) S FROM SOUTH EDGE OF RUNWAY, 14.5 M (47.6 FT) N FROM CENTERLINE OF GRAVEL ROAD, 4.9 M (16.1 FT) S FROM RUNWAY LIGHT, AND 1.4 M (4.6 FT) N FROM WITNESS POST. THE 150 METER POINT IS A STANDARD ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS DISK STAMPED---ASPLS CALIBRATION BASE LINE 1984 FAIRBANKS CHAPTER---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM (16 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.315 M (60.1 FT) S FROM SOUTH EDGE OF RUNWAY, 11.4 M (37.4 FT) N FROM CENTERLINE OF GRAVEL ROAD, AND 1.55 M (5.1 FT) N FROM WITNESS POST. THE 430 METER POINT IS A STANDARD ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS DISK STAMPED---ASPLS CALIBRATION BASE LINE 1984 FAIRBANKS CHAPTER---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM (16 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.5 M (60.7 FT) S FROM SOUTH EDGE OF RUNWAY, 6.8 M (22.3 FT) N FROM CENTERLINE OF GRAVEL ROAD, 5.0 M (16.4 FT) S FROM RUNWAY LIGHT, AND 1.25 M (4.1 FT) N FROM WITNESS POST. THE 1100 METER POINT IS A STANDARD ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS DISK STAMPED---ASPLS CALIBRATION BASE LINE 1984 FAIRBANKS CHAPTER---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 41 CM (16 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 25.5 M (83.6 FT) S FROM CENTERLINE OF GRAVEL RUNWAY, 18.4 M (60.4 FT) N FROM CENTERLINE OF TRACK ROAD, 4.85 M (15.9 FT) S FROM RUNWAY LIGHT, AND 1.5 M (4.9 FT) N FROM WITNESS POST. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE FAIRBANKS CHAPTER OF THE ALASKA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. PETER SCHNAARS, ROEN DESIGN ASSOCIATES, INC., 1028 AURORA DRIVE, FAIRBANKS, AK 99701. TELEPHONE 907-452-1414. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N641474 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: FAIRBANKS CENTENNIAL CBL ALASKA SILVER SPRING MD 20910 - AUGUST 21, 2001 PROJECT ACCESSION NUMBER: 16397 NORTH STAR BOROUGH NEAREST TOWN: FAIRBANKS 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 .2 150 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 .1 430 M 2001 133.308 1000 M 2001 134.571 569.9807 569.9821 .1 DESCRIPTION OF FAIRBANKS CENTENNIAL BASE LINE 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 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) 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. 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. 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. 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/. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N581343 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: JUNEAU ALASKA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16397 JUNEAU COUNTY LIST OF ADJUSTED DISTANCES (DECEMBER 7,1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 19.812 150 20.142 150.0048 150.0052 0.3 0 19.812 410 20.778 410.0003 410.0014 0.7 0 19.812 1000 26.070 1000.0145 1000.0341 0.9 150 20.142 410 20.778 259.9955 259.9963 0.6 150 20.142 1000 26.070 850.0097 850.0303 0.8 410 20.778 1000 26.070 590.0141 590.0378 0.6 DESCRIPTION OF JUNEAU BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: REP 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. 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 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 POINTS. 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 LOCATED 82.9 M (272 FT) S FROM EXTENDED CENTER LINE OF GLADSTONE STREET, 74.83 M (245.5 FT) N FROM EXTENDED CENTER LINE OF GARNET STREET, 5.24 M (17.2 FT) E FROM ROAD CENTER, 3.01 M (9.9 FT) SW FROM METAL LIGHT POLE 124, AND 0.61 M (2.0 FT) W 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 LOCATED 65.38 M (214.5 FT) N FROM EXTENDED CENTER LINE OF GLADSTONE STREET, 21.70 M (71.2 FT) SW FROM CENTER OF TONGASS NATIONAL FOREST SIGN, 5.2 M (17 FT) E FROM ROAD CENTER, AND 0.61 M (2.0 FT) W FROM ROAD EDGE. 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 LOCATED 5.2 M (17 FT) E FROM ROAD CENTER AND 0.61 M (2.0 FT) W 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 LOCATED 4.82 M (15.8 FT) E FROM ROAD CENTER AND 0.61 M (2.0 FT) W FROM ROAD EDGE. ALL 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 METER SQUARE 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. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE ALASKA DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION, CONTACT ALASKA DEPARTMENT OF TRANSPORTATION, BOX 3-1000, JUNEAU AK 99811. PHONE 907-364-4240 OR 789-0841. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N581343 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: JUNEAU CBL ALASKA SILVER SPRING MD 20910 - August 21, 2001 PROJECT ACCESSION NUMBER: 16397 JUNEAU BOROUGH NEAREST TOWN: JUNEAU 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 .2 150 1981 20.143 410 1981 20.784 259.9966 259.9974 .1 150 1981 20.143 1000 1981 26.084 850.0092 850.0300 .1 410 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 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. 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. 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/. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N611494 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WASILLA AIRPORT CBL ALASKA SILVER SPRING MD 20910 - AUGUST 21, 2001 PROJECT ACCESSION NUMBER: 16397 MAT-SU BOROUGH NEAREST TOWN: WASILLA 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 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 3 ASPLS 1995 104.537 4 ASPLS 1995 106.942 491.6972 491.7031 .1 DESCRIPTION OF WASILLA AIRPORT BASE LINE 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. 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/.