A.03.09_Exhibits.pdf
PDF 390 KB Posted
- Solicitation number
- W91237-19-Q-0006
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| W9123719Q0006.pdf |
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Text version
Ex is ti n g p ad
A p ro n
C o n cr et e
Pa d
Ex te n si o n C o n crete fill LV L w
/existin g p ad
110’
Exhibit 1: Improvements to Existing Debris Removal Ramp
20’
30’
75’
30’
Weep holes 2” pipe every 8’
12” above footer
Exhibit 2: Apron Extension Requirements
Existing Bank/Shoreline
Back Fill with 4”- 15” stone
E x t e n s i o n
Apron Extension
3’
12’
45”
Footer
2’ Weep Hole
Exhibit 3: Slope of Concrete Pad Extension (Side View)
Existing Concrete Pad
Existing Apron
24”
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