140L5723R0008_Attachment_01_Specifications.pdf

Box Elder County LUCIN BAR Fence General Requirements

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DIVISION 1 SECTION 01009

GENERAL REQUIREMENTS GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.01 SUMMARY:

A. Description of Work: Furnishing labor and equipment to construct approximately 10 miles (52,800 feet) of 1-wire (1 Barbless wire) with sand/wind fence for the Lucin Burned Area Rehabilitation (BAR)project.

The following generally describes the type and quantity of work for the fencing site.

B. Location: Work under this Contract is located in Box Elder County, Utah.

The work location is as 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.

1.02 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.

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

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

1.04 PROJECT/SITE CONDITIONS:

A. Access to the Work: Areas of proposed fence lines with brush and/or trees have been brushed with a dozer to clear the way for fence construction.

Portions of the fence lines may not be accessible by a standard 4WD truck.

Fence lines not accessible by a standard 4WD truck are accessible with a 4WD ATV or UTV-type vehicle. It is the responsibility of the contractor to determine required accessibility to the respective fence lines. Access should occur only at points along the fence lines where an existing road or trail crosses.

B. Environmental Considerations: Driving shall be limited to along the fence line and along existing roads and trails.

1.05 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 3 calendar days.

PART 2: PRODUCTS

2.01 GOVERNMENT FURNISHED PROPERTY

A. Section Includes: Not Applicable. All products will be Contractor provided.

PART 3: PRODUCTS

3.01 MATERIALS:

A. Materials to be Furnished by the Contractor:

Materials Estimated Description Quantity Unit

Steel Posts, 5ft. 6in. 6,000 Each Steel Posts, 6ft. 6in. 75 Each Barbed Wire (1,320 ft/roll) 0 Spools Barbless Wire (1,320 ft/roll) 54 Spools Steel Wire Stays (32 in.) 0 Each Steel Fence Panel (Large-H) 40 Each Steel Fence Panel (Small-B) 0 Each

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Wood Wind Fence (50’ x 4’roll) 1,000 Each Mechanical Gate Closers 0 Each Pine Poles 0 Each Hose Clamps #40 0 Each

PART 4: EXECUTION

3.01 PROJECT MEETINGS:

A. Pre-Work Conference:

1. A pre-work conference will be held prior to the start of work. The Contractor(s)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:

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. Requests shall state who should attend and include an agenda.

C. Final Inspection:

1. Meetings shall be held at the respective project sites.

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

3. The Contractor shall be present during this inspection.

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PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

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

4.02 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

Box Elder County LUCIN BAR Fence WIRE FENCES AND GATES 02824 - 1

DIVISION 2 SECTION 02824

SITE CONSTRUCTION WIRE FENCES AND GATES

PART 1: GENERAL

1.1 SUMMARY

A. Section Includes: Installing, with Contractor-furnished property, wire fence with wind/sand fence on locations as shown on maps.

PART 2: PRODUCTS

2.1 GOVERNMENT-FURNISHED MATERIALS

A. Requirements: NOT APPLICABLE See Section 01009–General Requirements.

PART 3: EXECUTION

3.1 REMOVAL OF EXISTING FENCE

A. Requirements: NOT APPLICABLE

3.2 INSTALLATION

A. General: Steel posts shall be used for end-panel, corner-panel, gate-panel, or stress-panel posts.

B. Driving Posts:

Steel Posts: Drive into the ground to the depth shown on the drawings or until the anchor plate is 2 inches 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. Corner Post, Gate Post, Corner Panel, Brace, and End Panel (Stress

Panel) Assemblies: Construct as shown on the drawings and 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.

D. Wire: Stretch tightly and securely attach to steel posts with standard wire clips. Wire is properly stretched when it is springy to

02824 - 2 the touch. Terminate wire at each end panel, 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.

E. Wind/Sand Fence: Installed according to the Work Data Sheet, the drawings, and as recommended by the manufacturer when applicable.

F. Gates: NOT APPLICABLE

G. Mechanical Gate Closers: NOT APPLICABLE

END OF SECTION

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DATA WORKSHEET

for

SECTION 02824 - WIRE FENCES AND GATES

Fence type: 1 Wire (1 Barbless – Top Wire Only)

Type of top wire: Barbless Wire

Type of intermediate wires: No wires, wind fence will be secured to T-Post

Type of bottom wire: No wires, wind fence will be secured to T-Post.

Type of Panels: Steel Fence Panels (Large-H Brace) FOR SOLID END SECTIONS

Wire/Clip Spacing Intervals for wind fence (total height in parentheses):

D: 10 inches (42 inches) _

C: 8 inches (32 inches___

B: 8 inches (24 inches)_

A: 16 inches______________

Line post spacing (L): 12 ft 6 inches

Type of Stays: Twisted Wire N/A Qty. 0 Juniper wood 4’0” Qty. 0 per gate.

Stay spacing (l): NOT APPLICABLE________________________________________

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

Depth of steel posts in ground (h2): 1 ft 9 inches

Length of steel posts for Steel Fence Panel Installation: __6_ft __6__inches

Depth of steel posts for Steel Fence Panel Installation: __2_ft __6__inches

Number of Mechanical gate closers: __________NOT APPLICABLE_________________

Number of Pine Poles for gates: _____________NOT APPLICABLE_________________