Figure 5-3 Typical Low-Level AFFF System Piping

Figure 5-2 Maintenance Hangar "Drive Through"

Figure 5-5 Trench Plate Arrangement

4_211_01
Page Navigation
63

UFC 4-211-01N

25 October 2004

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

55

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business