Jaane.
NAS BARBERS POINT
Fa&S NO.

09002
USER

Loading and Maintenance Area Facilities
STRUCTURE FACILITY NO.

SANDIA
& TG 8.4
FUNDING
AGENCY

AEC

SCIENTIFIC

TITLE

SCIENTIFIC STATION NO.

None
($000)

BoD

None

FOD

ENGR

PROC

CONST

PRE-GO
Prior Cost 13.4

43.9

763.6

820.9

TOTAL

43.9

763.6

820.9

13.4

TOTAL

FURN

COMPLETED
DESCRIPTION The B-5é2 loading and maintenance pad, an irregularly shaped area
of approximately 21,400 square yards (4.4 acres) is located at the southwest end
of Taxiway No. 3. The longest dimensions of the pad are 545-ft. (northwest-southeast) and 580-ft.

(northeast-southwest).

(Completed in 1964.)

The pad consists of 25-ft. square reinforced concrete panels bounded by contrac tion joints with dowels bonding adjacent panels. Panel thickness is 12-in. with tne
perimeter panels having an edge thickness of 15-in. Each panel has an aircraft
tie-down ring embedded in its center.
Two (2) 480-volt receptacles are provided in the pad's interior. Flush-mounted,
load-bearing taxiway lights, 120-volt and 208-volt receptacles are distributed
along the perimeter of the pad. Ground rods and ground wells ground the entire
pad. Power supply originates at a Power Shelter (Building 1685) to the northwest
of the pad which contains two (2) 75 kva, 48)-120/240 volt transformers and two

(2) power panels. The power shelter isa 12x 8 x 8-ft. high wood-framed, concrete-floored structure with galvanized rooting and siding.
A 1470-ft.

long asphaltic concrete apron,

30-ft. wide,

encircles the perimeter of

the pad and a 590-ft. long asphaltic concrete road, 15-ft. wide, extends west from
the pad to Coral Sea Avenue. Areas north and west of the pad have been paved
with 1 1/2-in. thick asphaltic concrete. Approximate total area paved is 19,500
square yards including a 45 x 52-ft. AGE parking ramp between the MSK Building and the pad. In addition, there is a 40-car (61 x 75-ft.) parking lot east of

the Assembly Building and a 15-car (26 x 125-ft.) parking lot south of the MSK

Building.
A 10-ft. wide swale and six (6) dry wells along the southwest side of the pad
collect surface runoff.

VOL Ii

9-4

Avril 1969

ne

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