SOW_Doty_Fence_Final_JLC_0001.pdf

2024 RAWLINS FIELD OFFICE – DOTY STATE FENCE PROJECT

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Statement of Work:

Doty State Fence 2024

Introduction The Doty State Fence project is located within Carbon County, WY. The proposed work includes the removal of an estimated 16,500Liner Feet of existing fence and replacing it with new construction and like materials; all to be provided by the awardee.

New fence construction will consist of 3 different construction Styles of fencing on a continuous line.

• Fence Style 1 is approximately 14,000 Liner Feet (LF) of wildlife friendly four strand wire fence (3 barbed wires and 1 smooth bottom wire) with steel line posts (every fourth line post will be wood) with approximately (6) 3-post corners), (18) h-braces), (4) 16-foot wire gates), and (2) 10-foot metal pipe gate. Fence stays will not be installed in this fence.

• Fence Style 2 is approximately 1,000 Liner Feet protecting (riparian exclosure) and will require all wood set pots at 12 ft spacing with a 16 ft wood top rail (attached with 9” long x 0.5” diameter Zinc coated lag bolts and washers) and 39” woven wire (field fence) stretched below, with approximately (4 H-braces).

• Fence Style 3 is approximately 1,500 Liner Feet of all wood set post with a 16’ wood top rail (attached using lag bolts w/ washers) and 3 wires (2 stands of barbed wire and single strand of smooth wire) spaced below the wood rails with approximately (2 end panels).

Project Location From Creston (the junction of WY HWY 789 and I-80), travel South on 789 (towards Baggs, WY) for approximately 28.5 miles. At the junction of WY HWY 789 and County Rd 608 (Wild Cow Rd) and County Rd 701 head east. Travel East then Southeast on County 3308 (Wild Cow Rd) for approximately 5.89 miles to the junction of County Rd 608 (Wild Cow Rd) and BLM Road 3305 (Willows Rd). Travel East then Northeast on BLM 3305 for approximately 8.25 miles to the South fence line of the project area.

T.17N R.91.W Sec. 24 and 13.

See Project Maps

Pre-Bid Tour A pre-bid tour of the project site will be scheduled, with agency personal. Attendance of the pre-bid tour is optional, but highly recommend, to ensure a reasonable understanding of the scope of work and work site conditions.

Wildlife Stipulations: Wildlife Stipulations which state that “Activities or surface use are not allowed from November 15 through April 30 for the protection of big game crucial winter habitat.”

jcantrel Highlight

2024 RAWLINS FIELD OFFICE – DOTY STATE FENCE PROJECT

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SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

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PART 1: GENERAL

1.1 SUMMARY:

A. The Doty State Fence project is located within Carbon County, WY. The proposed work includes the removal of an estimated 16,500Liner Feet of existing fence and replacing it with new construction and like materials; all to be provided by the awardee.

New fence construction will consist of 3 different construction Styles of fencing on a continuous line.

• Fence Style 1 is approximately 14,000 Linear Feet (LF) of wildlife friendly four strand wire fence (3 barbed wires and 1 smooth bottom wire) with steel line posts (every fourth line post will be wood) with approximately (6) 3-post corners), (18) h-braces), (4) 16-foot wire gates), and (2) 10-foot metal pipe gate. Fence stays will not be installed in this fence.

• Fence stays will not be installed. Fence Style 2 is approximately 1,000 Liner Feet protecting (riparian exclosure) and will require all wood set pots at 12 ft spacing with a 16 ft wood top rail (attached with 9” long x 0.5” diameter Zinc coated lag bolts and washers) and 39” woven wire (field fence) stretched below, with approximately (4 H-braces).

• Fence Style 3 is approximately 1,500 Linear Feet of all wood set post with a 16’ wood top rail (attached using lag bolts w/ washers) and 3 wires (2 stands of barbed wire and single strand of smooth wire) spaced below the wood rails with approximately (2 end panels).

B. Location: Work under this Contract is located in Carbon County, Wyoming. Work locations are shown on the maps.

C. Work Data Sheet: Designates the type and quantity of work required at the project location, and dimensions required for typical drawings.

D. Debris: Debris consisting of wood posts, poles, steel posts, and wire shall become the property of the Contractor and shall be removed from the work site. The Contractor shall be responsible for disposal of construction debris in a legal manner, and for payment of any fees required. Burning of debris is not permitted on the work site.

1.2 REFERENCES

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A. Referenced Specifications/Standards with Abbreviations and/or Acronyms:

Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/ standards referred to herein may be procured by the Contractor, from the following:

ALSC American Lumber Standards Committee PO Box 210 Germantown, MD 20875

ANSI American National Standards Institute 11 W 42nd St.

New York, NY 10036

AWPA American Wood Preservers' Association P.O. Box 286 Woodstock MD 21163

AWPA C 1-95 All Timber Products, Pressure Treatment AWPA C 5-95 Fence Posts, Pressure Treatment AWPA M 4-95 Care of Pressure Treated Wood Products AWPA P 5-95 Waterborne Preservatives AWPA P 8-95 Oil-Borne Preservatives AWPA P 9-92 Solvents for Organic Preservative Systems

CFR Code of Federal Regulations (Available from the Government Printing Office)

N. Capitol St. between G and H St., NW Washington, DC 20402

FS Federal Standard General Services Administration Specifications Branch Room 6039, GSA Building 7th and D Streets, S.W.

Washington, DC 20407

GSA General Services Administration F St. and 18th St., NW Washington, DC 20405

OSHA Occupational Safety and Health Administration US Department of Labor

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200 Constitution Ave., NW Washington DC 20210

OSHA 2207-91 Construction Industry

WWPA Western Wood Products Association 522 SW 5th Avenue, Yeon Bldg.

Portland, OR 97204-2122

1.3 SUBMITTALS

(There are no applicable requirements)

1.4 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall protect products incorporated into the work from damage while in transit to the site.

B. Storage: The Contractor shall provide temporary storage facilities for products.

Storage shall comply with the manufacturer’s instructions. The storage area shall permit access for inspection and handling.

C. Handling: The Contractor shall load and unload products in such a manner that protects them from damage.

1.5 QUALITY ASSURANCE:

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

1.6 PROJECT/SITE CONDITIONS:

A. Access to the Work:

1. The work locations are shown on the drawings.

2. Access to the work shall be provided by and at the Contractors expense.

No roads shall be constructed by the Contractor or off-road driving permitted without prior written permission from the Contracting Officer.

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3. Contractor shall exercise care to prevent unnecessary surface disturbance to existing grass, vegetation, and to existing roads and two-tracks.

4. Public, State, or private access roads damaged by the Contractor shall be restored, at the Contractor’s expense, to the same condition they were in at the commencement of work.

B. Environmental Considerations:

1. No blading will be allowed.

1.7 SEQUENCING AND SCHEDULING:

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, the Contractor shall submit an updated schedule within three calendar days. As a minimum, the estimated start and completion dates shall be shown in the schedule.

PART 2: PRODUCTS

A. See material specifications section of these specifications.

PART 3: EXECUTION

3.1 PROJECT MEETINGS:

A. Pre-Work Conference:

1. A pre-work conference will be held prior to the start of work.

The Contractor will be notified in advance of meeting time, date and place.

The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. The Contractor shall be prepared to summarize and explain procedures planned for the project.

B. Progress Meetings:

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1. Meetings shall be held at the project site, or as determined by the Contracting Officer.

2. Meetings may be called by either the Contracting Officer or the Contractor.

Request shall state who should attend and include an agenda.

C. Final Inspection:

1. Meeting shall be held at the project site, or as determined by the Contracting Officer.

2. The Contractor shall notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The Contractor shall require the superintendent to be present during this inspection.

3.2 PREPARATION

A. Work Limits and Control Points: Will be established by the Contracting Officer.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: Work described in this section will not be measured for payment.

4.2 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made. The Contractor shall include consideration for this item in the bid price for other items of the Contract.

END OF SECTION 01009

SECTION 01505

MOBILIZATION

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PART 1: GENERAL

1.1 SUMMARY:

A. Section Includes: Preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site; and for other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

(There are no applicable requirements.)

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: Progress payments will be made as follows:

1. When 5% of the original Contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original Contract amount, whichever is lesser, will be paid.

2. When 10% of the original Contract amount is earned from other bid items, 100% of the amount bid for mobilization or 10% of the original Contract amount, whichever is lesser, will be paid.

4.2 BASIS OF PAYMENT:

Payment: Prices and payment will be full compensation for the work described in this section.

Payment will be made under:

Pay Item Pay Unit

Mobilization Lump Sum

Doty State Fence Creek Project MOBILIZATION

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END OF SECTION 01505

SECTION 02824

WIRE FENCES AND GATES

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1.1 SUMMARY

A. Section Includes: Installing barbed wire, steel posts, 3-post corner braces, and stress panels.

B. Related Sections:

General Information and Requirements Section 01009

1.2 SUBMITTALS

A. General: Submittals shall be according to Section 01009 - General Information and Requirements.

1.3 QUALITY ASSURANCE

A. General: Contractor – All work will be inspected by the Contracting Officer’s Representative before acceptance.

2.1 CONTRACTOR - FURNISHED MATERIALS

A. General: Contractor – All building supplies and materials will be furnished by the contractor.

PART 3: EXECUTION

3.1 PREPARATION

A. Clearing: No blading will be allowed. Cutting and clearing shall be by brush hog or other comparable equipment. Clearing shall be limited to 10’ either side of the fence line. Clearing is required for the entire fence line other than places brush does not exist. Dispose of cut brush by scattering it evenly adjacent to the fence line.

3.2 INSTALLATION

A. General:

1. Steel posts shall not be used for end-panel, corner-panel, gate-panel, or stress-panel posts.

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2. When treated posts must be bored or cut during construction, thoroughly swab untreated surfaces with copper naphthenate.

B. Driving Posts:

1. Wood Posts: Driving wood posts shall not be allowed for Stress Panels, Three

Post Corners and End Panels. Driving line posts will be allowed if they drive without damaging the post.

2. Steel Posts: Drive into the ground to the depth shown on the drawings or until the anchor plate is slightly below the ground surface. Posts shall be driven plumb. When rock formations prevent driving, remove anchor plate and excavate or drill holes a minimum of 18-inches deep and slightly larger than the diameter of the post. Place posts in the holes and grout the post solidly in position.

C. Setting Posts:

Dig holes for setting wood posts to the depth as shown on the Work Data Sheet for Corners, End and Stress Panels. Set posts plumb and to the spacing and grades as shown on the drawings, unless staked otherwise. Space posts within 6-inches of the dimension shown on the drawings or specified on the Work Data Sheet. Holes shall provide adequate open space around the post so backfill can be tamped the full depth around the post. Backfill with soil gradually and uniformly around each post. Holes shall be backfilled firmly, from the bottom of the hole to the top of ground surface.

D. Corner Post, Gate Post, Corner Panel, Brace, End Panel, and Stress Panel Assemblies:

Construct as shown on the drawings or as staked in the field. Construct stress panels on crests of hills, and a maximum of 1320 feet center-to-center for barbed wire sections. In addition, stress panels are required at points between which wire is to be stretched. Construct end panels at the end of fence runs unless shown otherwise on the drawings.

E. Wire:

Stretch tightly and staple to wood posts or securely attach to steel posts with standard wire clips. Wire is properly stretched when it is springy to the touch. Drive staples crosswise with the grain of the wood. The wire shall be free to move through the staples as it expands and contracts. Terminate wire at each end post, gate post, corner post, or stress panel. Wrap wire around the post two times and tie off by wrapping around the incoming wire a minimum of four times.

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F. Brace Wire:

Twist tight with a lever. Leave one end of the lever long enough to fasten behind the horizontal brace to prevent wire from unwinding.

1. The lever shall be a straight ridged rod, consisting of dimension wood ripped and cut to length or a minimum #4 rebar cut to length.

G. Spiking: For spikes predrilled lead holes shall be used. The hole diameter shall be 3/4 the diameter of the spike and drilled to a depth no greater than 1/2 the length of the spike.

H. Minor Drainage Crossings:

Additional steel posts shall be set at the top and bottom of breaks or the centerline of the drainage depending on the size and shape of the drainages. Additional wire shall start and end from the main fence. Shall be in locations staked in the field or as directed by the Contracting Officer.

I. Top Rail Fence: Attach top rail with 9” long x 0.5”dia. zinc coated lag bolts and washers. Pre-drill a 3/8” hole in all rails prior to installing lag bolts. Do not pre-drill posts.

J. Wire Gates: Construct wire gates with 2 wooden fence stays spaced evenly across opening. Wire Gate Closers are acceptable under this contract.

k. Metal Pipe Gates: Use powder coated style Pipe gate as pictured below.

L. Cattle Guards: All cattle guards will remain in place and be reused.

M. Fence Stays: Wood fence stays are not required in this Contract.

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will be measured and paid for by the job, each section, for fence constructed.

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B. No direct payment will be made for Minor drainage crossing, Deadman, figure fours, or rock jacks. The Contractor shall include consideration for these items in the bid price for other items of the contract.

C. Fence removal will be measured and paid for as incidental under this Section 02824.

4.2 BASIS OF PAYMENT

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

Construct New Fence LF 3 - Post Corners EA H-Braces EA Wire Gate (16 feet) EA Metal Pipe Gate (10 feet) EA

END OF SECTION 02824

SECTION 02827

FENCE REMOVAL

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1.1 SUMMARY

A. Section Includes: Removing existing woven wire 2 barbed fence, including all wood, Tee posts, stress and end panels and minor drainage crossings.

B. Requirements: Access roads shall not be constructed along fence lines or to the jobsite unless written approval is granted by the Contracting Officers Representative. Cross-country travel with wheeled or tracked vehicles shall be only to and along fence lines.

C. Do not damage adjoining pasture fences. Leave any posts shared by adjoining fences.

2.1 Not Applicable

PART 3: EXECUTION

3.1 REMOVAL

A. Removal of Existing Fence: Furnish all labor and equipment necessary to completely remove all fencing.

B. Disposal of debris shall be according to Section 01009 – General

Information and Requirements.

4.1 METHOD OF MEASUREMENT

SECTION 02827

FENCE REMOVAL

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A. Units: Fence removal will be measured and paid for by the linear foot removed as measured along the ground surface next to the fence prior to removal, including distance across gate openings, end, stress, and corner panels and drainage crossings.

4.2 BASIS OF PAYMENT

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit Fence Removal Linear Foot

END OF SECTION 02827

Material Specifications

2024 Rawlins Field Office-Doty State Fence Project

Specifications

A. Barbed Wire: A strand of two 12-1/2-gauge galvanized wires twisted together with 2-point barbs of 14-gauge wire spaced 4-inches apart. Wire and barbs shall be zinc-coated steel, with a zinc coating of at least 0.3 oz/ft2 of coated surface area. The minimum breaking strength of each wire shall be 950 lb-force. The barbed wire shall conform to ASTM A 121.

B. Barbless Wire: A strand of two 12-1/2-gauge galvanized wires twisted together. Wire shall be zinc-coated steel wire of at least 0.3 oz/ft2 of coated surface area. The minimum breaking strength of each wire shall be 950 lb-force. The barbless wire shall conform to ASTM A 121.

C. Wood Stays: Wood fence stays are not required in this Contract.

D. Steel Fence Posts: ASTM A 702; painted green with white or silver tops "T" bar type, with a welded or riveted anchor plate. Furnish with clip-type wire fasteners (punched tabs for fastening wires are not acceptable). Steel posts shall be manufactured from wrought, rail, or new billet steel, and shall have a minimum weight of 1.33 lb/ft. The anchor plates shall weigh a minimum of 0.67 pounds +5 percent, be a minimum of 18 square inches in area, and be 18-inches from the bottom of the post. The posts shall be 5.5’ in length.

E. Acceptable Wood Rails:

1. Sound single-stem members. A slight bend in one plane is acceptable. Rails shall be bark on. Diameter for the rails shall be a minimum of 3.5” and a maximum of 5.5”. Rails shall be 16ft. long. Government reserves the right to reject any rail unsuitable.

E. Wood Posts and Braces:

1. Acceptable Wood Posts: Sound single-stem members. A slight bend in one plane is acceptable. Posts may be full stem members, sawed members of square cross section, or split members (western red cedar only). Nominal diameter for treated posts shall be 6-inches. The following species will be acceptable:

Material Specifications

2024 Rawlins Field Office-Doty State Fence Project

Ponderosa pine, Lodgepole pine, fir, and tamarack. All treated posts shall be free of bark with ends cut square.

2. Basis for Rejection: Posts are not acceptable when sweep causes a straight line joining the center of the top to the center of the butt to fall outside the body of the post, or at point 2-inches or more from the center of the post. Posts that are charred, twisted, rotted, or excessively bent are not acceptable. Seasoning checks, single or opposite each other with a sum total equal to or more than 1/2 the thickness of the post are not acceptable.

3. Wood Treatment Practices: General: The following treatments may be used. Treatment method shall be in accordance with AWPA C 1.

1. Chromate Copper Arsenic Method: chromate copper arsenate, waterborne preservative (conforming to Type B in AWPA 5) shall be applied. Minimum net retention of solid preservative shall be 0.4 pounds per cubic foot (gauge only) using the full-cell pressure treatment process.

2. Assay Report: The Supplier shall furnish an assay report, for all treated wood products, from an independent testing laboratory to the Contracting Officer. A minimum of five inch boring shall be taken from each bundle of 50 posts as samples for the assay report.

A written submittal for all materials shall be submitted for approval to The COR, Rawlins Wyoming BLM Field Office prior to shipping the products. Contact The COR with an questions.

Doty State Fence 2024 WIRE FENCES AND GATES

WORK DATA SHEET

For

SECTION 02824 – FOUR WIRE FENCES AND GATES

Fence type: 4-Wire Wildlife-Friendly Fence & Gates

Type of top wire: Barbed

Type of intermediate wires: Barbed

Type of bottom wire: Smooth/Barbless

Wire locations/dimensions in inches:

D: Barbed - TOP WIRE _ 40”

C: Barbed 28”

B: Barbed _22”

A: Smooth_- BOTTOM WIRE_16”

GROUND LEVEL__________________

Ratio of wood to steel line posts: 1 wood line post per 3 steel line posts.

All Line post spacing (L): 16 ft 6 inches

Stay spacing (l): 16 ft. 6 inches (1 between each 16.5’ post section)

Length of wood set posts (H2): 6 ft 6 inches

Depth of wood set posts in ground (H2): 2 ft 6 inches

Length of steel posts (H3): 5 ft 6 inches

Depth of steel posts in ground (H3): 1 ft 6 inches

Number of wire gates: 4 (16 feet Wire w/ wood stays)

Number of hung steel gates: 2 (10’ powder river style with chain closure)

Number of mechanical gate closers: 4 each

Doty State Fence 2024 WOVEN WIRE W/ WOOD TOP RAIL FENCES AND GATES

For

SECTION 02824 – Wood Top Rail w/ 3-Strands of Wire

Fence type: Top Rail (wood) w/ 2-Strand barbed 1-strand barbless

Type of top rail (wood): 16’(feet) x 3.5-5.5” wood rail

Type of intermediate wires: Barbed

Type of bottom wire: Smooth/Barbless

Wood Rail / Wire locations/dimensions in inches:

D: Top Rail (wood)_ __ _ _ 42-40”

C: Barbed Wire 36”

B: ___Barbed Wire_______________24”

A: ___Smooth Wire_______________16”

GROUND LEVEL__________ ___ _________

All line Posts (set posts) are to be wood in this design.

All Set post spacing (L): 12 ft 0 inches

Length of wood set posts (H2): 6 ft 6 inches

Depth of wood set posts in ground (H2): 2 ft 6 inches

All wood Top-rails are to be hung at a height of 40” (inches)on the high side with a 2’(foot) over-hang on each set posts. Rails are to be hung in a stair step pattern with every wood rail, high side, resting on the previous wood rail low side.

Number of wire gates: 0 (Wire w/ wood stays)

Number of hung steel gates: 0 (10’ powder river style with chain closure)

Number of mechanical gate closers: 0 each

Doty State Fence 2024 WOVEN WIRE W/ WOOD TOP RAIL FENCES AND GATES

For

SECTION 02824 – Wood Top Rail w/ Woven Wire (Field Fence)

Fence type: Top Rail (wood) w/ Woven Wire

Type of top rail (wood): 16’(feet) x 3.5-5.5” (inch)wood rail

Type of intermediate wires: 39” (inch) Woven Wire (Field Fence)

Wood Rail / Wire locations/dimensions in inches:

D: Top Rail (wood)_ _ _ 42-39”

C: Woven Wire 39” to ground

GROUND LEVEL__________ _________

All line Posts (set posts) are to be wood in this design.

All Set post spacing (L): 12 ft 0 inches

Length of wood set posts (H2): 6 ft 6 inches

Depth of wood set posts in ground (H2): 2 ft 6 inches

All wood Top-rails are to be hung level and at a height of 42” – 39” (inches)with a 2’(foot) over-hang on each set posts. Posts are to be hung in an over/under pattern with every other rail resting on the tops of the previous and or next rail.

Number of wire gates: 0 (Wire w/ wood stays)

Number of hung steel gates: 0 (10’ powder river style with chain closure)

Number of mechanical gate closers: 0 each

DOTY STATE

FENCE LOCATION

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

FINAL DESIGN

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6'-6" MIN.

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LINE POST

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1. SEE SPECIFICATIONS FOR THE FOLLOWING:

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SPIKE (SPIKING

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2. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS

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REVIEWED

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DATE: APRIL 26, 1997

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DESIGNED

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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

AutoCAD SHX Text 9/30/97

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LJP

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METRIC CONVERSION ADDED

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BY OTHERS

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N:\PROJECTS\STANDARD DRAWINGS\STDDWGS2009\02824-1.DWG

AutoCAD SHX Text 7/31/09

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RTH

FORMAT UPDATE

6'-6" MIN.

AutoCAD SHX Text %%u3-POST

AutoCAD SHX Text %%uCORNER PANEL

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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.

AutoCAD SHX Text %%u5-POST

AutoCAD SHX Text %%uCORNER PANEL

AutoCAD SHX Text %%u(TYPE I)

AutoCAD SHX Text %%u5-POST

AutoCAD SHX Text %%uCORNER PANEL

AutoCAD SHX Text %%u(TYPE II)

AutoCAD SHX Text %%uNOTES:

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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.

AutoCAD SHX Text POSTS SHALL BE SET 6" (152 mm) DEEPER THAN LINE POSTS.

AutoCAD SHX Text (1981 mm)

AutoCAD SHX Text (1829 mm)

AutoCAD SHX Text (1981 mm)

AutoCAD SHX Text (1981 mm)

AutoCAD SHX Text (1981 mm)

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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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SCALE:

AutoCAD SHX Text 02824-9

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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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CORNER PANELS (WOOD)

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REV. NO.

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DESCRIPTION

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DATE

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APPROVED

AutoCAD SHX Text 9/30/97

AutoCAD SHX Text

LJP

AutoCAD SHX Text

METRIC CONVERSION ADDED

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BY OTHERS

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N:\PROJECTS\STANDARD DRAWINGS\STDDWGS2009\02824-9.DWG

AutoCAD SHX Text 7/31/09

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RTH

12" (305 mm)

AutoCAD SHX Text H1

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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)

AutoCAD SHX Text 4-3" (76 mm) O WOOD STAYS EVENLY SPACED

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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

AutoCAD SHX Text %%uWOVEN WIRE GATE

AutoCAD SHX Text h1

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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

AutoCAD SHX Text 3" (76 mm) MIN.

AutoCAD SHX Text 6" (152 mm) MIN.

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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.

AutoCAD SHX Text %%uWIRE GATE

AutoCAD SHX Text

TYPE A

AutoCAD SHX Text %%uWIRE GATE

AutoCAD SHX Text PANEL POST SPACING 16'-6" (5029 mm) C.C.

AutoCAD SHX Text 4-3" (76 mm) O WOOD STAYS EVENLY SPACED

AutoCAD SHX Text

SMOOTH WIRE LOOP (SEE SPECIFICATIONS FOR GAUGE)

AutoCAD SHX Text 6" (152 mm) MIN.

AutoCAD SHX Text 3" (76 mm) MIN.

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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.

AutoCAD SHX Text %%uNOTES:

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TYPE B

AutoCAD SHX Text 12" (305 mm)

AutoCAD SHX Text 12" (305 mm)

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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:

AutoCAD SHX Text 02824-6

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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

AutoCAD SHX Text

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

AutoCAD SHX Text 9/30/97

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LJP

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METRIC CONVERSION ADDED

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BY OTHERS

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N:\PROJECTS\STANDARD DRAWINGS\STDDWGS2009\02824-6.DWG

AutoCAD SHX Text 7/31/09

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RTH