Attachment03_Drawings_EastAspenRidge.pdf
PDF 340 KB Posted
- Attached to
- East Aspen Ridge Individual Fence
- Solicitation number
- 140L0625Q0009
About this file
This is a technical drawing specification document from the Department of the Interior Bureau of Land Management showing detailed construction specifications for barbed wire fencing and gates. The drawings include specifications for 4-wire barbed wire fence construction, including end panels (Type I and II), stress panels, line panels, and panels for minor depressions. The document also details three types of wire gates: woven wire gates and wire gates Type A and B, all with 16'-6" panel post spacing and mechanical gate closers. Corner panel configurations are specified for both 3-post and 5-post designs (Type I and II).
The drawings provide precise measurements in both English and metric units, with detailed specifications for post spacing, wire spacing, bracing requirements, and installation methods. A specific X-gate design for antelope crossings is included, featuring a 3' gap with smooth wire and instructions to use a crowbar for wire twisting. The drawings contain important technical notes regarding post depths, mortise specifications, wire gauges, and safety considerations. The document was originally created in April 1997 with metric conversion updates added in September 1997 and format updates in July 2009.
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6'-6" MIN.
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6'-0" MIN.
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6'-6" MIN.
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6'-6" MIN.
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6'-6" MIN.
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SEE MORTISE DETAIL
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SPIKE
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9-GA. SMOOTH GALV. WIRE
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ADD ADDITIONAL WIRE OF THE SAME MATERIAL AS BOTTOM WIRE
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LINE POST
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(WOOD OR
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STEEL)
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%%UEND PANEL-TYPE I
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%%UEND PANEL-TYPE II
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%%UPANEL AT MINOR DEPRESSION
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%%USTRESS PANEL
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TWISTED WIRE OR WOOD STAY
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STEEL LINE POST
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1. SEE SPECIFICATIONS FOR THE FOLLOWING:
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A. RATIO OF STEEL TO WOOD LINE POSTS.
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B. POST SPACING, LENGTH & DEPTH IN GROUND.
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C. TYPE OF END PANEL TO BE USED.
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D. TYPE OF WIRE TO BE USED.
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E. SPACING BETWEEN WIRES.
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F. NUMBER OF STAYS PER SPAN (L).
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SPIKE (SPIKING
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OR TOE NAILING
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AS SPECIFIED)
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%%ULINE PANELS
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%%UMORTISE DETAIL
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%%UNOTES:
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2. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS
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FOLLOWING THE ENGLISH UNITS.
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NONE
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SCALE:
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SHEET: 1 OF 1
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REVIEWED
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APPROVED
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DRAWN BY:
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DATE: APRIL 26, 1997
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DESIGNED
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ALWAYS THINK
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SAFETY
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STANDARD DETAIL DRAWING NO.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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TYPICAL BARBED WIRE FENCE (4-WIRE)
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REV. NO.
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DESCRIPTION
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DATE
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APPROVED
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LJP
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METRIC CONVERSION ADDED
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BY OTHERS
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FORMAT UPDATE
12" (305 mm)
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AutoCAD SHX Text PANEL POST SPACING 16'-6" (5029 mm) C.C.
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SMOOTH WIRE LOOP (SEE SPECIFICATIONS FOR GAUGE)
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SMOOTH WIRE LOOP OR STEEL STRAP
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(SEE SPECIFICATIONS FOR GAUGE)
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MECHANICAL GATE CLOSER
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MECHANICAL GATE CLOSER
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(SEE SPECIFICATIONS FOR GAUGE)
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SMOOTH WIRE LOOP OR STEEL STRAP
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SMOOTH WIRE LOOP (SEE SPECIFICATIONS FOR GAUGE)
AutoCAD SHX Text 4-3" (76 mm) O WOOD STAYS EVENLY SPACED
AutoCAD SHX Text PANEL POST SPACING 16'-6" (5029 mm) C.C.
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TYPE A
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SMOOTH WIRE LOOP (SEE SPECIFICATIONS FOR GAUGE)
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SMOOTH WIRE LOOP OR STEEL STRAP
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(SEE SPECIFICATIONS FOR GAUGE)
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MECHANICAL GATE CLOSER
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1. THE OPENING END OF GATE SHALL BE PROVIDED WITH SMOOTH WIRE LOOP AT BOTTOM
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OF END STAY AS IS COMMON PRACTICE FOR FASTENING WIRE GAP GATES OR AS
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MODIFIED FOR GATES WITH MECHANICAL GATE CLOSERS.
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2. CONSTRUCT AN END OR STRESS PANEL ON EACH SIDE OF TYPE REQUIRED IN THE
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SPECIFICATIONS.
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TYPE B
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3. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS
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FOLLOWING THE ENGLISH UNITS.
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NONE
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SCALE:
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SHEET: 1 OF 1
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REVIEWED
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APPROVED
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DRAWN BY:
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DATE: APRIL 26, 1997
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DESIGNED
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ALWAYS THINK
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SAFETY
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STANDARD DETAIL DRAWING NO.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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TYPICAL WIRE GATES
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REV. NO.
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DESCRIPTION
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DATE
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APPROVED
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LJP
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BY OTHERS
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6'-6" MIN.
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6'-6" MIN.
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6'-0" MIN.
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6'-6" MIN.
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6'-6" MIN.
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3. USE SPIKES AT JUNCTURES & MORTISE 1" (25 mm) DEEP AT JUNCTURES
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4. MAX. SPACING BETWEEN POSTS SHALL BE 8'-3" (2515 mm) C.C.
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2. NUMBER OF WIRES, TYPE OF WIRE, & WIRE SPACING SAME AS FOR FENCE.
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1. REFER TO THE SPECIFICATIONS FOR TYPE OF CORNER PANELS TO USE.
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5. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS
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FOLLOWING THE ENGLISH UNITS.
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OF POSTS AND BRACES.
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NONE
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SHEET: 1 OF 1
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REVIEWED
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DRAWN BY:
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DATE: APRIL 26, 1997
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DESIGNED
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ALWAYS THINK
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SAFETY
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STANDARD DETAIL DRAWING NO.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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CORNER PANELS (WOOD)
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REV. NO.
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DESCRIPTION
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DATE
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APPROVED
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LJP
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METRIC CONVERSION ADDED
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BY OTHERS
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