Attachment 001 SPECS.pdf

USDA FOREST SERVICE

PROJECT SPECIFICATIONS

Choctaw Work Center Fence Repairs 49056 Fish Hatchery Rd, Hodgen, Oklahoma 74939.

USDA FOREST SERVICE

OUACHITA NATIONAL FOREST

CHOCTAW RANGER DISTRICT

HODGEN, OKLAHOMA

TECH SERVICES

TEAM LEADER: _________________________

DISTRICT RANGER:_________________________

Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

107 - Legal Relations and Responsibility to the Public

Delete Subsection 107.05

108 - Prosecution and Progress

Delete Section 108

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement Terms and Definitions

153 - Contractor Quality Control

Qualifications

Quality Control Plan

153.07 Records and control charts

155 - Schedules for Construction Contracts

Delete Section 155

156 - Public Traffic

Section 156. – PUBLIC TRAFFIC

157 - Soil Erosion and Sediment Control

157.04 General

201 - Clearing and Grubbing

201.06 Disposal

203 - Removal of Structures and Obstructions

203.05 Disposing of Material

SECTION 32 31 00 - FENCING & GATES

GENERAL REQUIREMENTS

SUMMARY OF WORK

The project is located at 49056 Fish Hatchery Rd, Hodgen, Oklahoma 74939. The contractor shall provide all labor, tools, equipment, and materials to perform the work in accordance with plans and these specifications.

Contractor shall construct approximately 475’ fence in accordance with the specifications and details provided. Contractor shall remove approximately 820’ fence and dispose of it from Forest Service property.

Preface Preface_wo_05_05_2020

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System

Roads.

101 - Terms¸ Format¸ and Definitions

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

101.01_National_5_4_2020

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03_National_5_4_2020

Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04_National_5_4_2020

Make the following changes to Subsection 101.04:

101.04 Definitions.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or

“construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of

Agriculture.

Neat Line — A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road — Temporary construction access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

Utilization Standards —

The minimum size and percent soundness of trees described in Public Works contract specifications or Timber

Sale and IRTC contract provisions to determine merchantable timber.

Add Figure 101-1—Illustration of road structure terms:

Figure 101-1—Illustration of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_5_4_2020

Delete Section 102 in its entirety.

Delete Section 102.

103 - Scope of Work

Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsections 103.02, 103.03, 103.04, 103.05.

104 - Control of Work

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

103.00_National_5_4_2020

104.00_National_5_4_2020

Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

104.06_National_5_4_2020

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

106 - Acceptance of Work

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

106.01 _National_5_4_2020

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the

Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the

Government will be responsible for all costs associated with developing and performing the resolution protocol.

If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

1. Have the work accepted at a reduced price; or

2. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02 _National_5_4_2020

Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements.

Use prevailing industry standards in the absence of specific contract requirements or tolerances.

107 - Legal Relations and Responsibility to the Public 107.05_National_5_4_2020

Delete Subsection 107.05.

Delete Subsection 107.05.

108 - Prosecution and Progress

Delete Section 108 in its entirety.

Delete Section 108.

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

108.00_National_5_4_2020

109.00_National_5_4_2020

109.01 _National_5_4_2020

Delete the third paragraph and Table 109-1 of Subsection 109.01 and replace with the following:

109.01 Measurement of Work.

Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement

Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.

Table 109-1

Decimal Accuracy of Quantities for Final Payment

Pay Item Level of Precision

Linear Foot 1

Exception--Timber, Steel, and concrete Piles 0.1

Station 0.1

Mile 0.01

Square Foot 0.1

Square Yard 0.1

Each 1

Acre 0.01

Gallon 1

M-Gals. 0.1

Cubic Yard 1

Exception--Structure Excavation; Sheathing

Materials; Bedding, Bed Course, and Backfill

Materials; Gabions;

0.1

Exception--Concrete; Masonry 0.01

Pound 1

Ton 0.1

Exception--Calcium Chloride;

Sodium Chloride; Hydrated Lime;

Bituminous Materials; Pavements;

Bed Course Materials

0.01

Hour 0.1

MFBM 0.01

Station Yard 1

Cubic Yard Mile 1

Ton Mile 1

109.02 _National_5_4_2020

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

153 - Contractor Quality Control

Delete Subsection 153.02 and replace with the following:

153.02 Qualifications.

Submit the following for approval with the quality control plan:

153.02_National_5_5_2020

(a) Quality control manager (QCM). Furnish a QCM who has at least 2 years’ experience in construction, inspector, quality control and material testing on construction projects of similar type and scope.

(b) Testers. Provide testers with at least one year experience in the type of sampling and testing required, and with one of the following for the type of sampling and testing performed:

(1) NICET Level II certification in highway material or equivalent state or industry certification;

(2) Certification by a regional certification program (such as Western Alliance for Quality Transportation

Construction (WAQTC), Northeast Transportation Technician Certification Program (NETTCP), Southeast

Task Force for Technician Training and Qualification (STFTTQ), or Multi Regional Training and Certification

(M-TRAC)); or

(3) At least one year employment by an AASHTO accredited laboratory performing equivalent sampling and testing.

153.03_National_5_5_2020

Add the following paragraph to the end of Subsection 153.03(b):

153.03 Quality Control Plan.

(b) Quality Control Procedures.

Submit written proposals for approval of alternate AASHTO or State approved test methods. Alternate methods may be allowed based on documented equivalence to the specified method.

153.07_National_5_5_2020

Delete Subsection 153.07 and replace with the following:

153.07 Records and control charts.

Maintain complete testing and inspection records by pay item number and make them accessible to the CO.

155 - Schedules for Construction Contracts

Delete Section 155 in its entirety.

Delete Section 155.

156 - Public Traffic

Delete Section 156 in its entirety and replace with the following:

Section 156. – PUBLIC TRAFFIC

155.00_National_5_4_2020

156.00_National_5_5_2020

Description

156.01 This work consists of controlling and protecting public traffic adjacent to and within the project.

Material

156.02 Conform to the MUTCD and the following Sections and Subsections:

Permanent Traffic Control 633

Traffic Signing and Marking Material 718

Concrete Barriers and Precast Guardwalls 618

Temporary plastic fence 710.11

Construction Requirements

156.03 General. Accommodate traffic according to MUTCD, approved traffic control plan and this section.

Perform work in a manner that ensures safety and convenience of the public. Unless otherwise provided for in

Table 156-1, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic. Delays may not exceed <number> minutes at any one time followed by an open period of no less than <number> minutes. Accommodate public traffic on roads adjacent to and within the project until the project is accepted according to Subsection 106.07(b).

Submit traffic control plan at least 30 days prior to intended use. Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a traffic control plan has been approved.

Post construction signs and traffic control devices in conformance with MUTCD and Forest Service EM 7100-15.

All required signs will be in place and approved prior to beginning work on project.

If the Contractor agrees in writing to allow public traffic to use a new road being constructed prior to completion, it will be considered an existing road for traffic control purposes.

156.04 Temporary Traffic Control. Install and maintain temporary traffic control devices adjacent to and within the project as required by the approved traffic control plan and the MUTCD. Install and maintain traffic control devices as follows:

(a) Furnish and install traffic control devices before the start of construction operations.

(b) All detours outside of clearing limits will be approved in writing by the Contracting Officer as part of the traffic control plan.

(c) Install only those traffic control devices needed for each stage or phase.

(d) Relocate temporary traffic control devices as necessary.

(e) Remove devices that no longer apply to the existing conditions.

(f) Immediately replace any device that is lost, stolen, destroyed, or inoperative.

(g) Keep temporary traffic control devices clean.

(h) Remove all temporary traffic control devices upon contract completion or when approved.

(i) When required, use flaggers certified by the American Traffic Safety Services Association, the National

Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Perform the work described under MUTCD Part 6. Use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles. Do not use flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02.

156.05 Temporary Closures. Road segments may be closed as shown in Table 156-1. The maximum consecutive days of closure shall be followed by a minimum number of consecutive days open to traffic as shown. Maintain traffic control devices during closure period(s). Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.

Prior to closing roads during construction, give written notice to the Contracting Officer at least 10 days in advance.

Table 156-1

Temporary Road Closures

Road Number MP Maximum Consecutive Days of Closure Minimum Consecutive Days Open

156.06 Acceptance. Public traffic work will be evaluated under Subsection 106.02.

Measurement and Payment

156.07 Do not measure Public Traffic for payment. Payment for contract work is provided indirectly. See

Subsection 109.05.

157 - Soil Erosion and Sediment Control

Delete Subsection 157.04 and replace with the following:

157.04 General.

157.04_National_5_5_2020

Thirty (30) days prior to the start of construction, submit a written plan according to subsection 104.03 with all necessary permits that provides permanent and temporary erosion control measures to minimize erosion and sedimentation during and after construction. Do not begin work until the necessary controls for that particular phase of work have been implemented. Do not modify the type, size, or location of any control without approval.

When erosion control measures are not functioning as intended, take corrective action to eliminate or minimize pollutants in storm water discharges from the project.

201 - Clearing and Grubbing

Delete the first sentence of Subsection 201.06 and replace the following:

201.06 Disposal. 201.06_National_5_5_2020

Buy all merchantable within the clearing limits on Forest Service land. Contractor to reflect merchantable timber value in their bid as a reduced cost.

Merchantable timber removed from Forest Service land is subject to the Forest Resources Conservation and Shortage Relief Act of 1990 (PL 101-382; 104 Stat. 714-726; 16 USC 620 et. seq.). Do not export timber from the United States or use in direct or indirect substitution for unprocessed timber exported from the United States, from private lands by Purchaser, or any person as defined in Section 493 (16 USC 620e) of the Act.

Logs meeting utilization standards as described in the plans shall be removed from government property. Dispose of remaining clearing and grubbing debris according to subsection 203.05

203 - Removal of Structures and Obstructions

Add the following to Subsection 203.05:

203.05 Disposing of Material. 203.05_National_5_5_2020

(e)Windrowing Construction Slash. Place construction slash outside the roadway in neat, compacted windrows approximately parallel to and along the toe line of embankment slopes. Do not permit the top of the windrows to extend above subgrade. Use construction equipment to matt down all material in a windrow to form a compact and uniform pile. Construct breaks of at least 15 feet at least every 200 feet in a windrow. Do not place windrows against trees.

(f)Scattering. Scatter construction slash in designated areas without damaging trees. Limb all logs.

Place logs and stumps away from trees, positioned so they will not roll, and are not on top of one another. Limb and scatter other construction slash to reduce slash concentrations. When scattering for erosion control, place construction slash as flat as practicable on the completed slope.

(g) Chipping. Use an approved chipping machine to chip slash longer than 3 feet. Deposit chips on embankment slopes or outside the roadway to a loose depth less than 6 inches. Minor amounts of chips or ground woody material may be permitted within the roadway if they are thoroughly mixed with soil and do not form a layer.

(h) Debris Mat. Use tree limbs, tops, cull logs, split stumps, wood chunks, and other debris to form a mat upon which construction equipment is operated. Place stumps upside down and blend stumps into the mat.

SECTION 32 31 00

FENCING & GATES

PART 1 - GENERAL

A. Contractor shall be responsible for locating and protecting any underground utilities that might affect work. Any damage caused by Contractor shall be repaired at Contractor's expense.

PART 2 - PRODUCTS

A. FABRIC shall be chain link wire zinc-coated galvanized by hot dip process after weaving, meeting

ASTM Specifications A392. Both top and bottom selvages to have a twisted and barbed finish.

The wire shall have a minimum tensile strength of 80,000 lbs. per square inch after galvanizing.

Fabric shall be No. 9 gauge steel wire, woven into two inch mesh

B. GALVANIZING: All fencing materials to be hot-dipped galvanized (Class 2, 2 oz/ft2 zinc coated) after fabrication, weaving, or welding is complete. Castings and hardware shall be galvanized in accordance with ASTM A153.

C. STEEL PIPE shall be Grade A, hot-dipped zinc-coated (galvanized) welded and seamless

Schedule 40 steel pipe and shall conform to ASTM F 1083-06. Weight of zinc coating shall be not less than 2.0 ounce per square foot. This includes all fabric, posts, bracing, and rails.

D. LINE POSTS shall be 2.5" nom. O.D. steel pipe, weight 3.65 lbs. per lineal foot.

E. TERMINAL POSTS: End, corner, angle, pull posts, and personnel gate posts to be 3" nom. O.D.

steel pipe, weight 5.79 lbs. per lineal foot.

F. TOP RAIL AND BRACES shall be 1.75" nom. O.D. steel pipe, weight 2.27 lbs. per lineal foot.

G. BARBED WIRE: Install three lines of 4 point pattern, each composed of two strands of No 12.5 gauge twisted galvanized steel wire, hot dip galvanized after weaving, with No. 14 gauge galvanized 4 point barbs, spaced 4 inches apart.

H. GATE FRAMES shall be constructed of 1.90" O.D. Schedule 40, galvanized pipe, 2.72 lbs/lf. All ends of the pipe shall be seal with caps or plugs.

I. GATE POSTS shall be 4" O.D. Schedule 40, steel pipe, 9.10 lbs/lf.

J. BARBED WIRE EXTENSION ARMS shall be hot dip galvanized. All line, end corner single and pull post arms to be made of pressed steel. Each arm will carry three barbed wires at an angle of 45 degrees to project out from fence line. The top most barbed wire slot to be approximately 12 inches horizontal distance projecting out from the fence line. Contractor to furnish heavy wire pins to securely fasten barbed wire in arm slots.

K. STRETCHER BARS shall be 1/4" x 3/4", high carbon steel, galvanized.

L. TOP RAIL COUPLINGS shall be provided for all joints. Couplings shall be outside sleeve type at least 7 inches long. One coupling in every five shall have a heavy spring to take up expansion and contraction of top rail.

M. FABRIC TIES shall be #11 gauge aluminum wire.

N. CLAMPS AND BANDS: Top or brace rail clamps and stretcher bar bands shall be made of heavy stampings, hot zinc coated beveled edge type with 3/8" diameter square shouldered galvanized carriage bolts, non-removable type.

O. PIPE BOLLARDS 6 feet 6 inch long schedule 40 steel pipe with primed or galvanized finish and a domed plastic cover. The domed plastic cover shall be a minimum 1/8” thick, rated for outdoor use, and UV resistant.

PART 3 - EXECUTION

A. The fence shall have a continuous top rail for its full length. The top rails shall pass through openings provided for that purpose in the post tops and each length shall be coupled with insert sleeve couplings. The chain link fabric shall be attached to the top rail by means of a double wrap tie wire spaced at intervals of approximately 2'.

B. Bracing shall be spaced midway between top rail and ground and to extend from terminal post to the first adjacent line post. Braces to be securely fastened to posts with suitable pressed steel connections, then trussed from line post back to terminal post with 3/8" round truss rod, with provisions for adjustment. Corner posts shall be braced with same.

C. POST SPACING: 10' max.

D. FABRIC shall be tied to line posts every 14 inches vertically.

E. Stretcher bars for attaching fabric to terminal posts shall be attached to terminal post by means of beveled edge bands. Stretcher bars shall be installed in all gates, corner, and end posts.

F. The chain link fence shall be erected plumb and true by experienced workmen to the lines and grades shown on the drawings and in accordance with the manufacturer's specifications. The maximum space between the final grade and the bottom of the fence shall be 2 inches.

G. All posts shall be set in concrete footings. Minimum diameter of footing shall be 12 inches and the concrete at the post shall be 1 inch higher than the concrete at the outside of the footer. Posts shall be set a minimum of 36 inches below grade. The total depth of hole shall be a minimum of 3 inches greater than post embedment.

H. Concrete shall conform to ASTM C 94, with a minimum compressive strength of 3,000 PSI at 28 days.

I. Install gates at locations shown on drawings.

J. All damaged galvanized surfaces shall be painted with zinc rich "galvanizing" paint.

ATTACHMENTS

LINEAR REPRESENTATION ONLY.

DRAWN

DESIGNER

CHECKED

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PROJECT NO.

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WORK CENTER MAP

06/2023

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FENCE LOCATION

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OUACHITA NATIONAL

FOREST

CHOCTAW WORK

CENTER FENCE REPAIRS

CHOCTAW RANGER DISTRICT

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%%UFENCE DETAILS

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%%UPULL POST ASSEMBLY SIMILAR

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%%UCORNER OR END PANEL ASSEMBLY

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%%UVIEW A-A

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%%UTYPICAL LINE FENCE DETAIL

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GROUND

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WIRE

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BOTTOM REINFORCING

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ARM

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BARBED WIRE SUPPORT

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2.5"%%C LINE POSTS

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GROUND

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PULL POST ASSEMBLY

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ADD TRUSS ROD FOR

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%%UNOTE:

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STRETCHER BAR

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TURNBUCKLE

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BRACE

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SUPPORT ARM

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BARBED WIRE

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CORNER POST

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3" DIAMETER

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END OR

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CORNER OF FENCE

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CORNER

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END

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TOP RAIL

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PULL POST

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END, CORNER, OR