sample drawing for water gaps.pdf
PDF 2 MB Posted
- Solicitation number
- W912BV20Q0106
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| File | Type | Posted |
|---|---|---|
| Solicitation W912BV20Q0106.pdf | ||
| Boundary Maps - JRR - Final.pdf |
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Text version
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8’ - 0” 5’ - 0”5’ - 0”
2”
2” dia.wood post
Metal stays 2 req’d.
2” dia.wood post
5 strands of 4pt, 12 1/2 gauge barbed wire
4”
4” dia x 8’ lg. steel post, capped (typ.)
16’ - 0” opening
3” dia. steel brace, welded (typ.)
END (GATE) BRACE PANEL FIELD GATE
Existing ground surface
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” m in
3” min.
conc.
3” min.
conc.
4” dia x 8’ lg. steel post, capped (typ.)
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8’ - 0” 12’ - 0” max.
5 strands of 4pt, 12 1/2 gauge barbed wire
3” dia. steel brace, welded (typ.)
4” dia x 8’ lg. steel post, capped (typ.)
INTERMEDIATE BRACE PANEL LINE PANEL
Wire “A” Wire “B” X
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6’ - 0” steel “T” post
Loop wire “A” around post (typ.)
Loop wire “B” around post (typ.)
3” min.
conc.
3” min.
conc.
” m in
Existing ground surface 10
Metal stay 1 req’d.
NOTES:
1. Used where fence alignment changes are 5 degrees or greater, but less than 10 degrees.
2. Used at bottom of sharp vertical breaks to prevent uplift from removing normally set post.
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8’ - 0” 8’ - 0”
3” dia. steel brace, welded (typ.)
4” dia x 8’ lg. steel post, capped (typ.)
10’ min. If more than 16’ use Detail “B”
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Post length as req’d
TYPE “A”
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8’ - 0” 8’ - 0”
3” dia. steel brace, welded (typ.)
X
Post length as req’d
TYPE “B”
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8’ min.
10’ max.
8’ min.
10’ max.
8’ min.
10’ max.
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Existing ground surface
4”
4”
WATER GAP DETAILS
Existing ground surface
3” min.
conc.
3” min.
conc.
” m in
3” min.
conc.
3” min.
conc.
” m in
4” dia x 8’ lg. steel post, capped (typ.)
” m in
” m in
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4” dia x 8’ lg. steel post, capped (typ.)
Existing ground surface
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ANCHOR POST
3” min.
conc.
3” min.
conc.
” m in
NOTES:
1. Used where fence alignment changes are 5 degrees or greater, but less than 10 degrees.
2. Used at bottom of sharp vertical breaks to prevent uplift from removing normally set post.
x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x 8’ - 0
” 8’ - 0”
3” dia. steel brace, welded (ty p.)
3” min. concrete around post (typ.)
5 strands of 4 point barbed wire
3” dia. steel brace, welded (typ.)
10”
ISOMETRIC OF CORNER DETAIL
4” dia x 8’ lg. steel post, capped (typ.)
3 req’d per corner
” m in
File details come from the government source that posted it. Updated .