Project Name
Project Number
TEMF
Statement of Work
UFC 4-214-02, 24 Jul 03
2-2.1.2
Scheduled Maintenance Bays. Provide one; [user may request two if more than 40
vehicles are serviced; number of scheduled maintenance bays is included in the total authorized
bays] net area shall be 192 m2 each. Scheduled Maintenance Bay shall comply with criteria
shown in Figure 2.2. Bay size shall be 9800 mm wide (column centerline to column centerline)
x 19 600 mm deep (exterior face of column to exterior face of column). Provide 7400 mm wide
x 4300 mm high overhead doors at front and rear exterior walls to allow drive-through capability
[modify if cold weather variation (vehicle corridor and vehicle warm-up vestibule) is used].
Provide daylighting through use of metal windows or translucent wall panels at exterior wall area
above vehicle doors. Scheduled maintenance bays are similar to repair bays but are equipped
with a maintenance pit for undercarriage inspection, oil changing, and lubrication. [Provide 200
mm thick x 1600 mm high reinforced concrete masonry partition between scheduled
maintenance bay and adjacent bays; terminate partition to provide 1829 mm clear dimension
between end of partition and adjacent structure.] [Include previous sentence only if steam
cleaning or washing of vehicle components will be done in bay, and only if requested by user].
2-2.1.2.1 Function: inspection, service, lubrication, oil change, and repair of wheeled vehicles,
tracked vehicles, tank turrets and chassis, infantry fighting vehicles, construction equipment,
missile launchers, towed howitzers, self-propelled artillery, and large power generation
equipment. [verify function with user; if bay will be used for steam cleaning or washing of
vehicle components, additional floor drains with oil-water separators will be required].
2-2.1.2.2 Adjacency requirements: Adjacent to repair bays, and/or circulation bay(s) [and/or
scheduled maintenance bay]. Adjacent to hardstand vehicle access aisles. A maximum of
eight bays may be located on one side of the building core. Optimal location for the scheduled
maintenance bay (because of maintenance pit) is usually the bay farthest from the core, with the
pit located on the exterior wall side of the bay.
2-2.1.2.3 Furnishings/Fixtures/Equipment: Provide 16 000 mm long x 1000 mm wide cast-in-
place concrete maintenance pit. Pit design shall comply with criteria shown in Figure 2.3. Pit
shall have non-sparking, non-slip floor grating 1300 mm below finish floor elevation, with
concrete pit floor below, sloping to concrete sump with explosion-proof sump pump. Sump
design shall facilitate cleaning and maintenance of the sump pump. Provide cast-in-place
concrete stairs at each end of pit. Pit cover shall be non-slip galvanized metal grating
supported on galvanized steel angles 100 mm above finish floor. Provide explosion proof pit
lighting and pit exhaust system. Provide removable steel pipe posts with continuous guard
chain around pit perimeter. [Refer to Chapter 5 for additional maintenance pit criteria]. The
traveling bridge crane provided for the adjacent repair bays shall extend to provide full coverage
of the scheduled maintenance bay. Provide vehicle exhaust evacuation system at each bay.
Provide minimum of 4 compressed air outlets per bay. Provide hose bibb and electrical
receptacles for portable government provided steam cleaning equipment [Coordinate with user
to define more specific requirements for steam cleaning equipment]. [Provide bulk POL
dispensing system.] [Coordinate with user. Dispensing and disposal systems are personal
property fixed (PPF); they are not MCA funded, but can be provided as part of construction
contract when funded by the user, and identified as a line item on form DD 1391].
2-2.1.2.4 Finishes:
Bay floor, pit floor and pit walls: epoxy coating on concrete
Base: none
Interior side of exterior walls: painted concrete masonry units or painted concrete to vehicle
door height; prefinished metal liner panels above. Exposed structure shall be painted.
SOW-9
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