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