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United Facilities Criteria CD 2
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> Figure 5-3 Typical Low-Level AFFF System Piping
Figure 5-2 Maintenance Hangar "Drive Through"
Figure 5-5 Trench Plate Arrangement
Aircraft Maintenance Hangars: Type I and Type II
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UFC
4-211-01N
25
October
2004
Including
change
1, 1
October
2006
Figure
5-3
Typical
Low-Level
AFFF
System
Piping
Figure
5-4
Trench
Drain
Detail
356
mm
(14")
minimum
51 mm
(2")
Rebar is
required
to
reinforce
concrete
walls
305
mm
(12")
minimum
61