2023_Twin_Falls_District_Fences_SOW_REV_04252023.docx

PART 1: GENERAL

1.1 SUMMARY

A. DESCRIPTION OF WORK

Eden 2 Fire: Furnishing labor, equipment, and materials to inspect and repair approximately 36,788 feet of three or four strand barbed wire pasture fence, rebuilding gates, replacing corners, and panels, using schedule 40 black pipe for structure replacement with Contractor-furnished materials.

Bray Fire: Furnishing labor, equipment, and materials to inspect and repair approximately 34,088 feet of three or four strand barbed wire pasture fence, rebuilding gates, replacing corners, and panels, using schedule 40 black pipe for structure replacement with contractor-furnished property.

Furnishing labor, equipment, and materials to remove and construct 2,140 feet of 3 strand barbed wire fence, remove and construct 1,360 feet of 4 strand barbed wire fence, to remove 54,685 feet of 1 bottom barbed wire and replace with 1 smooth wire. This section of 54,685 feet will also need to have the wires respaced.

Wild Horse Fire: Furnishing labor and equipment to remove and construct approximately 11,750 feet of four strand barbed wire pasture fence, rebuilding gates, replacing corners, and panels, using schedule 40 black pipe for structure replacement, remove and construct with contractor-furnished materials.

Emery Creek Exclosure: Furnishing labor, equipment, and materials to remove approximately 4,500 feet of wood jack fence and install approximately 4,800 feet of 4 stand barbed wire pasture fence with wood stays between each steel post, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Goose Creek Exclosure: Furnishing labor, equipment, and materials to remove approximately 1,180 feet of 4 strand barbed wire fence and install approximately 1,960 feet of 4 stand barbed wire pasture fence with wood stays between each steel post, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials

Worthington Springs Exclosure: Furnishing labor, equipment, and materials to remove approximately 560 feet of 4 strand barbed wire fence and install approximately 1,960 feet of 4 stand barbed wire pasture fence with wood stays between each steel post, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Stock Driveway Spring Exclosure: Furnishing labor, equipment, and materials to install approximately 1,000 feet of 4 stand barbed wire pasture fence with wood stays between each steel post, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Red Cabin Exclosure: Furnishing labor, equipment, and materials to install approximately 1,000 feet of 4 stand barbed wire pasture fence with wood stays between each steel post, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

01009-1

Northeast Sheep Mountain: Furnishing labor, equipment, and materials to install approximately 7,920 feet of 4 stand barbed wire pasture fence, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Cedar Butte East Side: Furnishing labor, equipment, and materials to install approximately 750 feet of 4 stand barbed wire pasture fence in two separate locations, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Kinyon: Furnishing labor, equipment, and materials to install approximately 1,690 feet of 4 stand barbed wire pasture fence in four separate locations, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Sasquatch Signal Butte: Furnishing labor, equipment, and materials to remove approximately 7,920 feet of 3 strand bard wire fence and install approximately 10,620 feet of 3 stand barbed wire pasture fence, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

Signal Butte Turner Cedar Butte: Furnishing labor, equipment, and materials to remove approximately 5,810 feet of 4 strand bard wire fence in 3 locations and install approximately 3,960 feet of 4 strand barbed wire pasture fence, building gates, corner, and panels using schedule 40 black pipe for structures constructing with contractor furnished materials.

B. LOCATIONS

Location 1 - Eden 2 Fire: Located approximately 2 miles southwest of Hazelton, Idaho in Jerome County. The work location is shown on the provided maps.

Location 2 - Bray Fire: Located approximately 7 to 10 miles northwest of Gooding, Idaho in Gooding County. The work location is shown on the provided maps.

Location 3 - Wild Horse Fire: Located approximately 17-18 miles west of Fairfield, Idaho in Elmore County. The work location is shown on the provided maps.

Location 4 - Emery Creek Exclosure is located : Located approximately 12 to 14 miles south of Oakley, Idaho in Cassia County. The work location is shown on the provided maps.

Location 5 - Goose Creek Exclosure: Located approximately 11 to 12 miles southwest of Oakley, Idaho in Cassia County. The work location is shown on the provided maps.

Location 6 - Worthington Springs Exclosure: Located approximately 16 to 17 miles south of Oakley, Idaho in Cassia County. The work location is shown on the provided maps.

Location 7 - Stock Driveway Springs Exclosure: Located approximately 10 to 12 miles south of Oakley, Idaho in Cassia County. The work location is shown on the provided maps.

Location 8 - Red Cabin Exclosure: Located approximately 10 to 11 miles south of Oakley, Idaho in Cassia County. The work location is shown on the provided maps.

Location 9 - Northeast Sheep Mountain Fence: Located approximately 7 to 10 miles southwest of Malta, Idaho in Cassia County. The work location is shown on the provided maps.

01009-2

Location 10 - Cedar Butte East Side: Located: Located approximately 13-15 miles south of Castleford, Idaho in Twin Falls County. The work location is shown on the provided maps.

Location 11 - Kinyon: Located approximately 9-10 miles southwest of Castleford, Idaho in Twin Falls County. The work location is shown on the provided maps.

Location 12 - Sasquatch Signal Butte: Located approximately 26 to 28 miles southwest of Castleford, Idaho in Owyhee County. The work location is shown on the provided maps.

Location 13 - Signal Butte Turner Cedar Butte: Located approximately 19 to 21 miles southwest of Castleford, Idaho in Twin Falls County. The work location is shown on the provided maps.

C. Work Data Sheets: Designates the type and quantity of work required for proposed construction, and dimensions required for typical drawings.

1.2 WORK SCHEDULING

A. Work Schedule: The work schedule shall be submitted at the pre-work conference. When requested, the Contractor shall submit an updated schedule within 3 calendar days. As a minimum, the starting and completion dates for all major work items must be included.

1.3 SUBMITTALS

A. Scope: Submittals include design computations, shop drawings, manufactures' literature, as built drawings, samples, and maintenance manuals.

B. Requirements: Refer to individual Specifications for submittals required. Submittals shall be delivered to the Contracting Officer. Allow at least 5 working days for review.

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these Specifications.

3. Contract number, Drawing number, and Specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

1.4 DEFINITIONS

A. Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing.

01009-3

1.5 QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work as listed in the individual sections of these Specifications and as shown on the Drawings.

B. Conflict: Where a conflict occurs between Reference Documents and Project Specifications, the Project Specifications shall govern.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Delivery: The Contractor shall protect products incorporated into the work from damage while in transit to the site. Products must be stored in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer's recommendations which will protect them from damage until installation on the project and final acceptance.

C. Handling: The Contractor shall load and unload products in such a manner as to protect them from damage until installation on the project.

1.7 PROJECT/SITE CONDITIONS

A. Access Roads: Access roads are shown on the Work Location Map. Vehicle travel is permitted along the fence line. Maps of these areas will be provided. The topography along the fence line may limit or prevent travel.

B. Rocky Ground: The project site includes some surface rock formations which prevent posts from being driven. There is very likely sub-surface rock at all locations. A rock drill may be required at these work sites to assure proper installation of posts.

C. Environmental Considerations

1. No blading or scraping of the ground along the fence line or on any Bureau of Land Management administered land is needed or permitted. Access roads shall not be constructed along fence lines or to the job sites, but travel along the fence line is allowed.

Rocky conditions exist along portions of the fences. It is recommended that interested contractors visit and inspect the site before offering a quote.

No cross-country travel with motorized vehicles shall take place when ground is muddy causing ruts to form. The Contractor shall repair all ruts and scarred ground created by construction, repair, or removal as directed by the Contracting Officer.

Camping at or near the job site is permitted as long as it does not exceed a maximum of 14 days in any one location. Camping is prohibited within 100 yards of any isolated water source springs, seeps, water troughs, windmills, small reservoirs, etc. Toilet facility requirements shall follow all Federal and State regulations. When a camp site is no longer needed, all garbage must be removed and properly disposed of.

01009-4

Clean-up: All trash and excess materials must be removed from the project site on completion of construction and disposed of in a manner, and at a location, approved by the Contracting Officer.

Cultural Considerations: Because fragile and irreplaceable culture resources may be present in the area, project activities and any other action which causes disturbance of the earth's surface shall be limited to those areas approved by the BLM. Deviations from routes flagged or shown on the drawings are not allowable without prior approval of the Contracting Officer. The Contractor shall insure that he/she, their employees, or their representatives do not collect archaeological artifacts. Should the condition of the cultural resources in the area be altered during construction due to unauthorized activity by the Contractor or his employees, the Contractor shall be responsible for all costs of mitigating the cultural resources involved. If deterioration of the archaeological sites is found to be occurring during the construction phase, work on the project shall be terminated until a data recovery plan is prepared and completed in accordance with the National Historic Preservation Act.

The Contractor shall immediately bring to the attention of the Contracting Officer any and all cultural resources including, but not limited to, historic and pre-historic sites or artifacts, buried artifacts, and buried features such as fire pits, burials, and house floors discovered as a result of construction operations. The Contractor shall immediately suspend all activities that might harm the object(s) and shall leave such discoveries intact until Instructed to proceed by the Contracting Officer.

Pursuant to 43 CFR J0.4(g) the Contractor must notify the Contracting Officer by telephone, with written confirmation, immediately upon the discovery of human remains, funerary items, sacred objects, or objects of cultural patrimony . Further, pursuant to 43 CFR 10.4(c) and (d), the Contractor must stop activities in the immediate vicinity of the discovery and protect it from construction activities for 30 days or until notified to proceed by the Contracting Officer.

PART 2: PRODUCTS

(See SECTION 02824 - WIRE FENCES AND GATES)

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. Pre-Work Conference

1. 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.

01009-5

B. Progress Meetings

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

2. 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 or the Contractor's authorized representative shall be present during this inspection.

3.2 PREPARATION

A. Work Layout: The location of burned structures will be obvious by partial structures present or the existence of twist wires, from burned wood structures, present within the fence line. Gates can also be identified by structures burned and wires present. The Contractor shall, immediately upon entering the project site for the purpose of beginning work, locate all reference marks and take such actions to prevent their destruction. Stress panels shall be located as specified for barbed wire fences.

3.3 DISPOSAL OF DEBRIS

A. Requirements: Items or debris not designated as salvage for the government, shall become the property of the Contractor. Burned and damaged wood posts shall be removed at the expense of the contractor and should be considered in the contractor’s bid. The Contractor is responsible for the disposal of materials in a legal manner and the payments of all disposal fees. Burning of removed materials is not permitted on the work site.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The 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. Consideration for these items shall be included in the bid price for other items of the Contract.

END OF SECTION 01009

1.1 SUMMARY

A. This Section includes: Constructing barbed wire fences, including associated panels, corners, and gates.

B. Related Sections: General Information and Requirements Section 01009

1.2 REFERENCES

A. N/A

1.3 SUBMITTALS

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

PART 2: PRODUCTS

2.1 GOVERNMENT-FURNISHED MATERIALS

A. N/A

2.2 CONTRACTOR-FURNISHED MATERIALS (All materials shall be domestic)

A. Posts and Braces: A53/A53M-00 Standard Specification for Pipe, Steel, Black and Hot-Dipped, Welded and Seamless. Post Pipe shall be; 7’ (84”) x 2”, NPS Designator: 2", Outside Diameter: 2.375 (60.3), Wall Thickness: 0.154 (3.91), Normal Weight per/ft: 3.65 (5.44), Weight Class: STD, Schedule: 40 Pipe

Brace Pipe shall be; 7’ (84”) x 1 ¼”, NPS Designator: 1 1/4", Outside Diameter: 1.660 (42.2), Wall Thickness: 0.140 (3.56), Normal Weight per/ft: 2.27 (3.39), Weight Class: STD, Schedule: 40 Pipe. Brace clamps and fittings shall be galvanized.

B. Barbed Wire: A strand of two 121/2ga galvanized wires twisted together with 2point barbs of 14ga wire spaced 4 inches apart. Wire and barbs shall be zinccoated 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 lbforce. The barbed wire shall conform to ASTM A 121.

C. Barbless Wire: A strand of two 121/2ga, galvanized wires twisted together. Wire shall be zinccoated steel wire of at least 0.3 oz/ft2 of coated surface area. The minimum breaking strength of each wire shall be 950 lbforce. The barbless wire shall conform to ASTM A 121.

D. Wood Gate Stays: Sound and straight pieces, 2-1/2 to 3-1/2 inch diameter of the species pine or fir (with bark removed), honey locust, western red cedar (full stem with bark removed), juniper, osage orange, and white oak. Treatment with preservative is not required. Stays shall be of uniform length sufficient to touch the ground. Total length shall be 4 feet0 inches.

E. Staples: Brightfinish or galvanized 9 gauge with slash-cut points 13/4 inches long.

02824-1

F. Steel Fence Posts: ASTM A 702; painted solid green or green with white tops, "T" bar type, with a welded or riveted anchor plate. Furnish with cliptype 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/lin ft. The anchor plates shall weigh a minimum of 0.67 pounds +5 percent, and be a minimum of 18 inch2 in area.

G. Wire Gates: Furnish with the same type wire and wire spacing as the fence.

H. Brace Wires: Four wires of 9ga smooth, galvanized wire or 2 wires of galvanized, 121/2ga barbless wire. The minimum weight of zinc coating for 9gauge wire shall be at least 0.4 oz of zinc/ft2 of coated surface area; for 121/2ga wire at least 0.3 oz of zinc/ft2 of coated surface area.

I. Miscellaneous Wire: Wire for ties, gate loops and fastening wood stays shall be barbless wire as specified in this section.

J. ClipType Wire Fastener: Galvanized wire, 11 gauge.

K. Gate Closers: Assembly must include the following salient features:

1. Two wraps of 12-1/2 gauge smooth wire loop located 6 inches from the ground securely connected to the gate post and shaped so the gate stay shall be securely held in place.

2. Two wraps of 12-1/2 gauge smooth wire loop located 6 inches from the top of the gate post. The closer shall be capable of securely holding the gate stay in place.

PART 3: EXECUTION

3.1 PREPARATION

A. Clearing: Will not be needed. At the time of construction, grass will be growing, but will not be enough to need cleared.

3.2 INSTALLATION: (Refer to Work Data Sheet)

A. General: Construct the wire fence in accordance with the drawings.

B. Ratio of Wood to Steel Line Posts: All steel.

C. Setting Posts: Set posts plumb and to the spacing and grades as shown on the drawings, unless staked otherwise. Space within 6 inches of that dimension shown on the drawings or in the Work Data Sheet.

D. Driving Line Posts: Steel Posts: Drive into the ground to the depth shown on the drawings. The anchor plate shall be 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 smaller than the diameter of the post, then drive post solidly into the rock formation.

E. Corner Panel, Stress Panel, and End Panel Assemblies: Construct as shown on the drawings or as staked in the field. Construct all panels to replace burned out structures, and a maximum of 1320 ft center-to-center for barbed wire sections on standard barbed wire fences. In addition, stress panels are required at points between which wire is to be stretched. Construct three post end panels at the end of fence runs and on each side of a gate unless shown otherwise on the maps or drawings.

02824-2

F. Steel Pipe Assemblies: Steel pipe panels shall be constructed in accordance with the Drawings. If loose soil conditions cause corner panels to lift when the fence wire is stretched, a steel post shall be driven parallel and adjacent to the corner pipe a minimum of 2'-6" deep and wired to the panels. When rock formations prevent driving pipe, drill holes 18 inches deep and the same diameter as the pipe. Drive pipe solidly into the holes.

G. Rock Cribs: With the approval of the Contracting Officer, rock cribs may be used in lieu of wood end panels, corner panels, and stress panels where rock formations or terrain prevent equipment from access for use of a rock drill. Rock cribs will be paid for at the same unit price as the substituted item. Construct as shown on the Drawings. Figure fours shall not be used in place of line posts.

H. Wire: Stretch tightly and securely attach to steel posts with standard wire clips or tie wire twisted tight. Wire is properly stretched when it is springy to the touch. 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.

I. Brace Wire: All panels shall be wrapped with two complete wraps of barbless wire and twisted tight with a tensioning device. A steel rod, rebar or digger link, shall be used, leaving one end of the steel rod long enough to fasten behind the horizontal brace or wire may be twisted tight from the brace wire and looped over the brace pipe to prevent wire from unwinding. All structures shall be wired in an “X” pattern, the same as the Stress Panel drawing.

J. Gates: Installed according to the Work Data Sheet and the drawings. All Gates shall be 4-Wires with 4 Wood Gate Stays.

K. Single Wire Installation: Install one wire (barbed or barbless) at height shown on the Work Data Sheet and stretch, clip and staple as required for a complete fence.

L. Single Wire Removal: Includes single wire removal (barbed or barbless) and removal of clips and replacing any fence stays along fence line.

M. Single or Multiple Wire Re-Spacing: Includes all re-spacing of any single wire along fence line. Also includes re-clipping, re-stretching, re-stapling and replacing any stays in that footage of fence line.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this Section will not be measured for payment.

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:

Eden 2 Fire Fence Repairs

02824-3

Bray Fire Fence Repairs

Wild Horse Fire Fence Repairs

Emery Creek Exclosure

02824-4

Goose Creek Exclosure

Worthington Spring Exclosure

Stock Driveway Spring Exclosure

Red Cabin Exclosure

Northeast Sheep Mountain

02824-5

Cedar Butte East Side

Kinyon

Sasquatch Signal Butte

Signal Butte Turner Cedar Butte

END OF SECTION 02824

1.1 SUMMARY

A. Section Includes: Removing wires, posts, gates, and jack fence.

B. Related Sections: General Information and Requirements Section 01009

PART 2: PRODUCTS

2.1 MATERIALS

A. Requirements: All materials removed are considered disposable and considered to be the responsibility of the Contractor.

PART 3: EXECUTION

3.1 REMOVAL/ERECTION

A. Removal of Existing Fence: Remove wires, posts, gates, and jack fence. Roll wire in such a manner that it can be disposed of. Posts which cannot be removed from the ground shall be cut off a minimum of three inches below ground level. Dispose of debris offsite or as approved by the Contracting Officer. The Contractor shall be responsible for the legal disposal of debris and the payment of disposal fees.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: Fence removal will be paid for by the linear foot of complete fence removed and wires removed as measured on the ground next to the fence prior to removal or as measured with GPS.

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:

Bray Fire Fence Repairs

Wild Horse Fire Fence Repairs

02827-1 Emery Creek Exclosure

Goose Creek Exclosure

Worthington Springs Exclosure

Sasquatch Signal Butte

Signal Butte Turner Cedar Butte

END OF SECTION 02827

WORK DATA SHEET

for

SECTION 02824 - WIRE FENCES AND GATES

Job Title: Fence Construction

Fence Type: Barbed Wire - Pipe Structures (3-Wire) Permanent

Wire locations/dimensions in inches (spacing):

D: N/A

Line post spacing (L): 16 ft 6 inches

Type of Stays: N/A

Stay Spacing: N/A

Length of pipe posts (H1): 7 ft 0 inches

Depth of pipe posts in ground (h1): 3 ft 0 inches

Length of steel line posts (H2): 5 ft 6 inches

Depth of steel line posts in ground (h2): 1 ft 6 inches

Gate Width: 16 ft 6 inches or wide enough to accommodate the road

Gate Wires: 4 Strand Wire locations/dimensions in inches (spacing):

D: 12” Barbed C: 6” Barbed B: 4” Barbed A: 18” Barbless

SPECIAL CONSIDERATIONS: Terrain may make some of the areas inaccessible to any vehicle traffic. Some areas have surface and subsurface rock which may require pipe posts and t-posts to be drilled. Please keep this in consideration for your bid.

Job Title: Fence Construction (Northeast Sheep Mountain Fence)

Fence type: Net Wire - Pipe Structures Permanent

Wire locations/dimensions in inches (spacing):

D: 12” C: 6” B: 6” A: 18”

Line post spacing (L): 6 ft 6 inches

Type of Stays: N/A

Stay Spacing: N/A

Length of pipe posts (H1): 7 ft 0 inches

Depth of pipe posts in ground (h1): 3 ft 0 inches

Length of steel line posts (H2): 5 ft 6 inches

Depth of steel line posts in ground (h2): 1 ft 6 inches

Gate Width: 16 ft 6 inches or wide enough to accommodate the road

Gate Wires: 4 Strand Wire locations/dimensions in inches (spacing):

D: 12” Barbed C: 6” Barbed B: 4” Barbed

SPECIAL CONSIDERATIONS: Terrain may make some of the areas inaccessible to any vehicle traffic. Some areas have surface and subsurface rock which may require pipe posts and t-posts to be drilled. Please keep this in consideration for your bid.

Job Title: Fence Construction

Fence type: Barbed Wire - Pipe Structures (4-Wire) Permanent

Wire locations/dimensions in inches (spacing):

D: 12” C: 6” B: 4” A: 18”

Line post spacing (L): 16 ft 6 inches

Type of Stays: Wood Stays (Emery Creek, Goose Creek, Worthington Springs, Stock Drive and Red Cabin) N/A for remainder of fences

Stay Spacing: 16 ft 6 inches

Length of pipe posts (H1): 7 ft 0 inches

Depth of pipe posts in ground (h1): 3 ft 0 inches

Length of steel line posts (H2): 5 ft 6 inches

Depth of steel line posts in ground (h2): 1 ft 6 inches

Gate Width: 16 ft 6 inches or wide enough to accommodate the road

Gate Wires: 4 Strand Wire locations/dimensions in inches (spacing):

D: 12” Barbed C: 6” Barbed B: 4” Barbed

SPECIAL CONSIDERATIONS: Terrain may make some of the areas inaccessible to any vehicle traffic. Some areas have surface and subsurface rock which may require pipe posts and t-posts to be drilled. Please keep this in consideration for your bid.

Job Title: Fence Construction (Sasquatch Signal Butte)

Fence type: Barbed Wire - Pipe Structures (3-Wire) Permanent

Wire locations/dimensions in inches (spacing):

D: N/A

Line post spacing (L): 16 ft 6 inches

Type of Stays: N/A

Stay Spacing: N/A

Length of pipe posts (H1): 7 ft 0 inches

Depth of pipe posts in ground (h1): 3 ft 0 inches

Length of steel line posts (H2): 5 ft 6 inches

Depth of steel line posts in ground (h2): 1 ft 6 inches

Gate Width: 16 ft 6 inches or wide enough to accommodate the road

Gate Wires: 4 Strand Wire locations/dimensions in inches (spacing):

D: 12” Barbed C: 6” Barbed B: 4” Barbed

SPECIAL CONSIDERATIONS: Terrain may make some of the areas inaccessible to any vehicle traffic. Some areas have surface and subsurface rock which may require pipe posts and t-posts to be drilled. Please keep this in consideration for your bid.

SECTION 02827 - FENCE REMOVAL, RELOCATION

Job Title:

FENCE SPECIFICATIONS

4 Strand Barbed Wire - The existing fence consisted of cedar wood posts every 16.5 feet throughout the fence line. The majority of the posts burned during the fire and the wire is remaining on the ground. The wire is not in good condition, so we are having approximately 10,504 feet of 4 strand barbed wire removed. Wire shall be removed and disposal shall be the responsibility of the contractor. When possible, found metal staples shall be picked up and disposed.

SPECIAL CONSIDERATIONS: Terrain may make some of the areas inaccessible to any vehicle traffic, but most fences are accessible within the project areas.