JOHNSTON ATOLL
F&SNO.
-
SUPPORT
TITLE
02045
Aireraft Taxiways and MAC Terminal Parking Area
USER
JTF
STRUCTURE/FACILITY NO.
None
SCIENTIFIC STATION NO.
None
BOD
Foo
FUNOING
($000}
JTF-8
PRE-GO >
AGENCY
ENGR
PROC
CONST
MILCON
Prior Cost 18.6
CRO10-65}
Fy 69
CRO 7-66
CRO 69-11} TOTAL
18.6
TOTAL
495.8
324.5
514. 4*
324.5
820. 3
838.9
FURN
PRIOR YEARS
ENGINEERING Completed.
Drawings are as follows:
91-003-Cl and C2
91-003-C24 thru C35
91-003-E9 thru Ell
91-006-C) thru C3
PROCUREMENT
91-006-E1l and E2
JS 91-003-C101 and C103
JS SK-003-C105 and C106
JS 91-003-E100
Completed.
CONSTRUCTION The Aircraft Taxiway System consists of a south taxiway
(east and west sections only) and a north taxiway.
The east and west sections of the south taxiway were completed in 1967.
These
two completed sections which are approximately 5900-ft. in length, are located
parallel to, and approximately 350-ft. south of the aircraft runway. This taxiway is a 75-ft. wide asphaltic concrete pavement with 50-ft. wide stabilized
shoulders on each side. The west section of the Taxiway is approximately 4, 100ft. in length and extends from the west end of the runway to the crossover at the
west end of the aircraft parking area. An intermediate crossover joins the west
section with the runway. The east section of the taxiway is approximately 1,800-
ft. in length and extends from the crossover at the east end of the aircraft parking area to the-east end of the runway. Flush marker lights, 200-ft. on centers,
are provided along each side of the taxiway and crossovers.
The north taxiway (resurfaced in 1967) is of asphaltic concrete pavement 75-ft.
wide and approximately 6, 000-ft. in length.
It extends from the east end of
the runway approximately 2,000-ft. in a westerly direction to a point approxi-
mately 900-ft. north of the runway and then in a southwesterly direction for
about 4, 000-ft. until it rejoins the runway approximately 3,000-ft. east of the
west end.
The MAC terminal parking area (resurfaced in 1967) is located west of the MAC
2-46
VOLI