Project Name
Project Number
TEMF
Statement of Work
UFC 4-214-02, 24 Jul 03
3-8.3.1
Organizational. Parking allowance is determined by FPS based on the number and
size of organizational vehicles. Parking stalls are back to back with access lane widths of 9140 mm
for vehicles of 5500 mm or less in length. Where parked vehicles are longer than 5500 mm, that
access aisle should be widened to 13 720 mm. Circulation aisle widths are to remain 9140 mm.
Side clearances in spaces are to be 1000 mm. End clearances in spaces are to be 600 mm. Unit
integrity should be maintained at the company level whenever possible.
3-8.3.2
POL. POL vehicles are to be parked at least 15 240 mm from other vehicles or
permanent structures. POL parking spaces are 5800 mm wide by 12 200 mm to 16 800 mm,
depending on the length of the vehicle. Maintain 3000 mm spacing between vehicles. Provide one
additional space as a fuel dispensing point for minor day to day fueling of organizational vehicles.
Provide a 15 000 mm access apron on the access side of this parking area for maneuvering.
3-8.3.3
Dead-Line. Provide three dead-line vehicle parking spaces 3660 mm by 9140 mm for
each DS, GS or DOL repair bay provided. Size of spaces may be increased if the DS unit supports
larger vehicles.
3-8.3.4
Privately Owned Vehicles (POV). Provide POV parking at the rate of 38% of assigned
military personnel plus 100% of civilian employees. Spaces are to be 2700 mm by 4900 mm. where
vehicle overhang occurs, and 2700 mm by 5500 mm where no overhang occurs. Aisles are to be
7300 mm wide.
3-8.4
Entrance and Intersection Design. For site entrances and drive aisle intersections,
provide "T" intersection offsets of at least 38.1 m. The preferred angle of intersection is right-angle
(90 degrees).
3-8.5
Shop Hardstand. A standard access apron of 14 000 mm is required along both sides
and 6000 mm along both ends of the maintenance building. A circulation lane 9140 mm in width
surrounds this area and is required for vehicular circulation routes. When a warehouse is provided,
a 20 000 mm apron is required on the side with the loading dock.
3-9
ANTITERRORISM/FORCE PROTECTION AND SITE SECURITY
3-9.1
Antiterrorism/Force Protection Construction Standards. The layout of the site shall
be in accordance with the requirements of the Department of Defense Antiterrorism Standards for
Buildings, [insert version date, or most recent version if applicable]. The Standard incorporates
minimum standoff distances and building spacing requirements, as well as other needed criteria.
3-9.2
Site Perimeter Fence. Provide at a minimum, a perimeter fence of 2 meter high chain
link anti-climber security fence. Fence fabric shall be 9 gauge steel, with hot-dipped galvanized
coating to 1.8 oz per square inch. Provide with 3 strands of barbed wire [, top tension wire, and
embed the bottom of the fabric in the pavement a minimum of 75 mm]. A 3 meter wide zone clear
of trees and shrubs is required on each side of the fence. The clear zone shall require minimal
maintenance, and the area 500 mm on each side of the fence shall be treated with gravel if not
paved. Design in accordance with STD 872-90-03, standard design FE6.
3-9.3
Storage Area Security Fencing. Provide security fencing for exterior storage areas in
accordance with the requirements stated above for perimeter fence, except no barbed wire shall be
required.
SOW-41
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