Project Name
Project Number
TEMF
Statement of Work
UFC 4-214-02, 24 Jul 03
galvanized steel pipe bollards, painted safety yellow, around perimeter of above-ground tank
areas. Preferred location is adjacent to Scheduled Maintenance Bay. Refer to paragraph 4-18
for additional requirements.
2-2.4.2
Waste Engine Coolant (antifreeze) Storage Tank(s). Provide one above-ground
[underground] [___] liter capacity waste engine coolant storage tank per each wing of Repair
Bays. Tank shall be constructed of non-corrosive material. Provide secondary containment in
compliance with [applicable state environmental regulations]. Tank fill shall be accessible by
workers, using mobile waste engine coolant receptacles [with pumping capabilities], [with
gravity drain valves], without the need to climb stairs. Tank construction and location shall
comply with IBC and NFPA code requirements. Provide 300 mm diameter x 1400 mm high,
concrete-filled, schedule 80 galvanized steel pipe bollards, painted safety yellow, around
perimeter of above-ground tank areas. Preferred location is adjacent to Scheduled
Maintenance Bay. Refer to paragraph 4-18 for additional requirements.
2-2.4.3
IFTE Dock. Provide one cast-in-place concrete Integrated Facility for Testing and
Evaluation (IFTE) Dock for connection of mobile vans [Edit this paragraph if IFTE Dock is
required at more than one building in the facility complex.]. Dock design shall comply with the
basic requirements shown in Figures 2-4, 2-5, and 2-6. Provide [___] 3000 mm wide bays at
900 mm height above grade, and [___] 3000 mm bays at 1200 mm above grade. Dock may be
located adjacent to the exterior wall of core or Warehouse Bays, oriented perpendicular or
parallel to the maintenance building, adjacent to vehicle access hardstand areas. [Provide
metal canopy over area; canopy shall extend minimum 600 mm beyond edge of dock and stairs.
Minimum clearance from top of hardstand to underside of canopy shall be [____] mm.]
2-2.4.3.1 Function: Multi-purpose docking facility providing grounding and power supply for
vehicles. The dock can be used by maintenance support vans and operations vans (such as
accommodated.]
2-2.4.3.2 Adjacency requirements: Adjacent to vehicle access hardstand areas surrounding
the maintenance building. Adjacent to exterior wall of core area [or Warehouse Bays]. Provide
personnel door into building near the dock.
2-2.4.3.3 Furnishings/Fixtures/Equipment: Provide continuous resilient dock bumpers along
face of dock. Provide weatherproof electrical power, grounding and communications
receptacles at face of dock between each bay [Include specific power and comm. requirements;
coordinate with user. Add any other required equipment]. Provide galvanized steel schedule 40
steel pipe rails as indicated on Figures 2-4, 2-5, 2-6, and as required by OSHA regulations.
Stairs shall have cast-in abrasive nosing. Concrete shall have non-slip texture. Dock surface
shall slope away from building.
Floor: concrete slab.
2-2.4.3.5 Other requirements: Provide lighting to illuminate stairs and dock surface
SOW-35