HomeMy WebLinkAbout13-3085 420 Victory Ave Fence Plan Band Spacing 8Post spaces shall be ® 8' max.
8' Top rail required
® 14" O.C. Corner, End Corner, End with ties ® 12"
and Gate Bracing. Post Caps Required. and Gate Brocin O.C. Typ.
Building Plans have
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Ne — 7 Ga. Spring Date l 1ASA13
< Steel Wire.
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12"0 I 3/8" Truss rod required.
Typ. Stretcher bar required. Concrete Post Footing for all 8' fence
posts shall be 8"4 by 3' deep. Typ. S�pNAL N
NOTES:
The fence shall conform to the State of Idaho Standard Specifications 610 and 708.13, and QQ� Q,�GG,ST F
Standard Dwg. F-2—D except for the following changes and clarifications:
1. The fence fabric shall be 9 gauge 2" diamond wire mesh with a minimum of 2 oz. L
per sq. ft. of zinc coating and vinyl privacy slats, full height. 11042
2. The fence shall have a top and bottom rail that is Class 1 schedule 40 1.660 in. �)//ZAt
(1 5/8") dia. O.D. galvanized steel. �r
3. A truss rod shall be provided in all end sections and changes in height of fence. 'gjFOn�Q'
4. Wire ties shall be used every 12" along the top rail and on all posts. The ties shall be TROY V
11 1/2 Go. steel.
5. End and brace posts shall be Class 1 schedule 40 2.375 in. (2 7/8") dia. O.D.
galvanized steel. REVISIONS CITY OF TWIN FALLS
6. Line posts shall be Class 1 schedule 40 1.900 in. (2 3/8") dia. O.D. galvanized steel. ENGINEERING DEPARTMENT
N0.APP A CHANGE DESCRIPTION e
7. Tension bars, truss rods, post caps, eye—top caps, and all hardware items shall be I 8 CHAIN LINK
used as per state standards. z. FENCE DETAIL
B. The brace rail may be used for the top rail. 3.
9. Submittals of shop drawings for gates showing all bracing and hardware are required a. TWIN FALLS, ID DATE
with bid. 5, APPROVED: DWG. NO.
10. The diameter and depth of post holes in rock shall be determined by the Engineer. 6.
7 CITY ENGINEER
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