Draft_Finale_Fence_Specs_1.pdf

2025 FINALE FENCE

PART VI - SPECIFICATIONS

INDEX

DIVISION 1 - GENERAL REQUIREMENTS TITLE

01009 General Information and Requirements 01019 Government Furnished Property

DIVISION 2 - SITE WORK TITLE

MT02834 Wire Fences, Gates and Drainage Crossings MT02837 Fence Removal MT02881 Welded Steel Cattle Guards

DIVISION 1 SECTION 01009

GENERAL REQUIREMENTS GENERAL INFORMATION AND REQUIREMENTS

Rev. 5-91

Section 01009 1 of 5

PART 1: GENERAL

1.01 SUMMARY:

A. Description of Work: Furnishing labor, equipment, supplies and materials, except for specified Government-furnished property to construct a fence totaling approximately 1.4 miles of new fence with appurtenances and drainage crossings, and removal of approximately 1.3 miles of old fence.

The material shall be removed from site and become property of the contractor. Disposal of material done by contractor shall be in accordance to state requirements. In addition a double wide cattle guard will be excavated and re installed at a location approximately 1800 feet west of the old location along TC Access Road. The excavated Cattle guard will be filled in and match the existing road alignment.

B. Location: Work under this Contract is located in Valley County, State of Montana. The work location is shown on the drawings.

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

1.02 REFERENCES:

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:

ASTM American Society for Testing and Materials 1916 Race Street

Philadelphia, PA 19103

AWPA American Wood Preservers' Association P.O. Box 849 Stevensville, MD 21666

1.03 DEFINITIONS:

A. Approvals: Approval of the submittal is an indication that the

Contractor's submittal 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.

After approval of an item, the Contractor may submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.04 SUBMITTAL:

A. Scope: Submittals include shop drawings, material certifications, manufacturers' literature, payrolls and work schedule.

B. Requirements: Refer to specifications for submittal required. Allow at least 5 working days for review. Submittals shall be delivered to the

Section 01009 2 of 5

Contracting Officer.

C. Identification of Submittal: 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.

1.05 CERTIFICATES OF CONFORMANCE:

A. Requirements: The Contracting Officer may permit use, prior to sampling and testing, of materials when accompanied by Certificates of Conformance.

Materials used on the basis of a Certificate of Conformance may be sampled and tested. Installation of materials on the basis of Certificates of Conformance shall not relieve the Contractor of responsibility for incorporating materials which conform to the requirements of the drawings and specifications. Material not conforming to those requirements will be subject to rejection, whether in place or not.

B. Format: The form of the Certificate of Conformance provided by the supplier shall be as follows:

1. The certificate shall state that the named product conforms to the Contract requirements.

2. The certificate shall either be accompanied with a certified copy of the test results or certify that such tests are on file with the manufacturer and will be furnished to the Contracting Officer upon request.

3. The certificate shall provide the name and address of the manufacturer, the testing agency and the date of tests.

4. The certificate shall set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

1.06 QUALITY OF 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.

Section 01009 3 of 5

1.07 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 and 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.

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 until installation on the project.

1.08 PROJECT/SITE CONDITIONS:

A. Access to the Work:

1. Access to the work shall be provided by and at the Contractor's expense. No building of access roads will be allowed.

2. Public 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. Operations of the Contractor (including storage of materials, project office, camping area, and equipment parking) upon Government premises shall be confined to areas approved by the Contracting Officer. The surrounding landscape shall not be disturbed In the event that it is disturbed, the Contractor shall restore that area at the Contractors expense. Government premises adjacent to the construction site will be made available for use by the Contractor without cost whenever such use will not interfere with other Government activities.

2. Motorized equipment brought in from outside local areas shall be clean to help prevent the spread of noxious weeds. Power washing may be required.

3. Work will not be allowed on the site during winter and spring months due to Wildlife Issues associated with the Environmental Assessments. The Environmental Assessments specify that NO construction will be allowed between December 1st and July 15th due to Mule Deer, Pronghorn winter range and Greater Sage Grouse nesting habitat.

1.09 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.

PART 2: PRODUCTS

Section 01009 4 of 5

(There are no applicable requirements.)

PART 3: EXECUTION

3.01 PROJECT MEETINGS:

A. Pre-Work Conference:

1. Notification: 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. Attendance: The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Presentation: The Contractor shall be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Progress Meetings:

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

2. Notification: Meetings may be called by either the Contracting

Officer or the Contractor. Request shall state who should attend.

C. Final Inspection:

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

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

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

3.02 WORK LAYOUT:

A. Requirements: The Government will set construction stakes to give the

Contractor measurements, lines and grades necessary for the work executed under the Contract. Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense.

3.03 PROJECT MONUMENT:

A. Requirements: The Contractor shall install a Government-furnished project monument at the location designated by the Contracting Officer. The installation shall be as directed by the Contracting Officer.

PART 4: MEASUREMENT AND PAYMENT

Section 01009 5 of 5

4.01 METHOD OF MEASUREMENT:

A. Units: The 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

Section 01019 - 1 of 1

DIVISION 1 SECTION 01019

GENERAL REQUIREMENTS GOVERNMENT-FURNISHED PROPERTY

Rev. 3-93

PART 1: GENERAL

1.01 WORK INCLUDED:

A. Description: The materials to be furnished by the Government and their locations.

1.02 DELIVERY, STORAGE, AND HANDLING:

A. Location: The Government-furnished property will be provided by the Bureau of Land Management at the Glasgow Field Office, 5 Lasar Drive Glasgow Montana, 59230.

B. Time: Property will be available Monday through Friday between the hours of 8:00 a.m. and 12:00 noon, and 1:00 p.m. and 4:00 p.m., except on holidays.

C. Return of Unused Property: Unused material shall be returned to the same location, and during the same time periods, as listed above.

D. Loading/Offloading/Transporting Property: The Contractor shall load and transport materials to worksites.

PART 2: PRODUCTS

2.01 MATERIALS:

A. Materials to be Furnished by the Government:

Specification Materials Section Description Quantity Unit

01009 Project Monument 1 Each 02834 Gate Closure Device 3 Each 02881 Cattle Guard Grids (Salvage) 2 Each 02881 Cattle Guard Bases (Salvage) 4 Each 02881 Cattle Guard Wings (Salvage) 2 Each

(There are no applicable requirements)

4.01 METHOD OF MEASUREMENT: The 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. Contractor shall include consideration for this item in the bid price for other scheduled items of the Contract.

Section 02834 - 1 of 5

DIVISION 2 SECTION MT02834

SITEWORK WIRE FENCES AND GATES

Rev. 03-90

PART 1: GENERAL

1.01 SUMMARY:

A. Section Includes: Installing with Contractor-furnished property and

Government-furnished property, wire fences as shown on the drawings and on the Work Data Sheet, and as specified herein.

1.02 REFERENCES:

A. American Society for Testing and Materials:

ASTM A 121-Rev-A-92 Zinc-Coated (Galvanized) Steel Barbed Wire ASTM A 702-89 Steel Fence Posts and Assemblies, Hot-Wrought

B. American Wood Preservers' Association AWPA U1-05 User Specification for Treated Wood AWPA T1-05 Processing and Pressure Treatment Standard AWPA M4-05 Standard for the Care of Preservative - Treated Wood Products AWPA P5-05 Standard for Waterborne Preservatives

1.03 SUBMITTALS:

A. General: Submittals shall be according to section titled - General Information and Requirements.

B. Certificates of Conformance: Submit one copy of written certification from the supplier of the following contractor-furnished items to be used on this project. Submit written certification from the treating plant stating that chemicals and methods used for wood preservation and net amount of preservative retained are in conformance with applicable standards. Submit written certification from the manufacturer that the Contractor-furnished fence posts and wire conform to the requirements of this section.

PART 2: PRODUCTS

2.01 CONTRACTOR-FURNISHED MATERIALS:

A. Wire:

1. Barbed Wire: A strand of two plies of 12-1/2-ga galvanized wires twisted together with 2-point barbs of 14-ga 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. Wire shall conform to ASTM A 121.

2. Barbless Wires: A strand of two 12-1/2-ga galvanized wires twisted together. 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

DIVISION 2 SECTION

MT02834

SITEWORK WIRE FENCES AND

GATES

Rev. 03-90

Section 02834 - 2 of 5 each wire shall be 950 lb-force. Wire shall conform to ASTM A 121.

3. Single Strand Barbless Wire: The minimum weight of zinc coating for 9-gauge wire shall be at least 0.3 oz of zinc per sq ft of coated surface area. The minimum breaking strength of each wire shall be 950 lb-force.

Wire shall conform with ASTM A 121

4. Miscellaneous Wire: Wire for gate loops shall be 9 or 12 1/2 gauge galvanized barbless wire.

B. Posts and Braces:

1. Wood Posts and Braces: Wood posts and brace rails shall be sound single-stem members of round cross section. A slight bend in one plane is acceptable. Wood posts 6 inches minimum diameter at the small end and brace rails shall be 4 inches minimum diameter at the small end and lengths are as shown on the work data sheet. Honey Locust, western red cedar (full stem with bark removed), juniper, osage orange, and white oak are acceptable without treatment. 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 a point 2 inches or more from the center of the post. Posts that are twisted, rotted, excessively bent, or have a check extending into the pit or more than one check are not acceptable. Posts that are charred are not acceptable.

2. Steel Fence Posts: Shall be painted gray or white, "T" or "U"

(channel) bar type, with a welded or riveted anchor plate, and shall be furnished 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/lin ft exclusive of the anchor plate, which shall weigh a minimum of 0.67 lb +5%, and shall be a minimum of 18 square inches in area. Steel fence posts and fasteners shall be in accordance with ASTM A 702.

C. Fence Stays:

1. Wire Fence Stays: Twisted wire fence stays manufactured from smooth galvanized 9-ga wire.

D. Gates:

1. Wire Gates: Shall have the same type wire and wire spacing as the fence. Use wire stays for intermediate gate stays.

E. Fasteners:

1. Staples: Shall be 9-ga, bright-finish or galvanized 1-1/2 inches in

SITEWORK WIRE FENCES AND

Section 02834 - 3 of 5 length.

2. Nails: Shall be 60d ring shank (6-inch, 7-gauge).

3. Clips: Shall be 11-gauge galvanized wire.

F. Post Grout: The qrout shall be a rapid setting commercial product manufactured for anchoring posts.

2.02 GOVERNMENT-FURNISHED MATERIALS:

A. Requirements: See Section Titled - Government-Furnished Property.

2.03 WOOD TREATMENT PRACTICES:

A. General: Minimum net retention and penetration shall be according to AWPA

U1, Section B and shall meet Standard UC4A.

B. Chromate Copper Arsenic (CCA): Waterborne preservative according to Type A, B, or C in AWPA P 5.

C. Field Cutting: Shall be treated with copper naphthenate according to AWPA M 4.

3.01 PREPARATION:

A. Clearing: No clearing of the fence line will be allowed.

3.02 INSTALLATION:

A. General: Steel posts shall not be used for end-panel, corner-panel, gate-panel, or stress-panel posts. Set wood posts in dug or drilled holes. Drive steel posts. Posts shall be installed plumb, to the designated depth, and the lateral alignment shall be within plus or minus 1/2 inch. Post spacing shall be within 6 inches, but only when ground conditions prevent exact spacing. Driven posts that are subsequently split, twisted, bent, or have broomed tops will not be accepted. When treated members must be bored or cut during construction, thoroughly swab untreated surfaces with approved preservative. Avoid breathing sawdust and direct contact of preservative on the skin during field cutting and swabbing. Refer to the preservative manufacturer's required warnings for handling treated members.

B. Ratio of Wood to Steel Line Posts: Line posts shall be all steel.

SITEWORK WIRE FENCES AND

Section 02834 - 4 of 5

C. Wood Posts: The Contractor shall dig or drill holes for setting wood posts to the designated depth. Dug or drilled holes shall provide adequate open space around the post so that backfill can be tamped the full depth around the post.

Backfill gradually and uniformly with soil around each post; compact backfill firmly from the bottom of the hole to the ground surface.

D. 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 with cement grout or mortar.

E. Corner Panel, End Panel, and Stress Panel Assemblies: Construct as shown on the drawings or as staked in the field. Rock jacks shall not be substituted for these items. Construct stress panels a maximum of 80 rods center-to-center for barbed wire sections. In addition, stress panels are required at points between which wire is to be stretched.

F. Wire: Wire is properly stretched when it is springy to the touch. Terminate wire at each end post, gate post, corner post, or stress panel by wrapping wire around the post two times and tie off by wrapping the incoming wire a minimum of four times. Stretch tightly and staple to wood posts or securely attach to steel posts with standard manufactured wire clips. Wire clips shall be twisted or otherwise secured off on both sides of the posts. Each side of the clip shall be twisted around the wire and back past the clip itself, (more than 360 degrees).

Drive staples into wood until the staple comes in contact with the wire against the post, but not so tight as to crimp the wire or prevent free movement of the wire between the post and the staple. Do not drive staples parallel to the grain of the wood. Wire locations shown on Work Data Sheet.

The bottom wire shall be at 16 inches above ground and the top wire shall never be greater than 42 inches above ground when conditions prevent exact spacing.

G. Brace Wires: Shall be double looped with either four plies of 9 gauge or 8 plies of 12 1/2 gauge wires. Number of plies of wire will be counted in the middle of assemblies before twisting. All wires shall be twisted tight with a 5/8 inch Steel Reinforcement Rod (No. 5 Rebar). Leave one end of the stick long enough to fasten behind the horizontal brace to prevent wire from unwinding.

H. Fence Stays: Wire fence stays shall be used for intermediate gate stays only.

I. Gates: Shall be installed in accordance with the Work Data Sheet and the drawings.

J. Mechanical Gate Closures: Line up the latch with the gate. Adjust latch assembly after installation so that the latch does not bind and the gate hangs properly.

SITEWORK WIRE FENCES AND

Section 02834 - 5 of 5

K. Spiking: For spikes larger than 40d, predrilled 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.

L. Panel at Minor Depression: Panels at minor depressions shall be installed in accordance with the drawings. Panels shall be installed as directed by the Contracting Officer.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will be measured and paid for by the rod for each type of fence as measured along the ground surface next to the completed fence, including distance across gate openings, end, stress, and corner panels; and drainage crossings. The auxiliary fence in the drainage crossings will be measured and paid for by the rod measured along the ground surface next to the completed auxiliary fence. The quantities of end, stress, corner panels, and gates to be paid for will be the actual number of these items furnished, placed, and accepted. Note: Gates and drainage crossings do not include adjacent end or corner panels. These are separate items. Panels at minor depressions are not a pay item and the price of this item shall be considered to be included in the bid price of other items in this section.

4.02 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section. No direct payment will be made for mobility and the price for mobility should be included under MT02834(1) Barbed Wire Fence 4-wire.

Payment will be made under:

Pay Item Pay Unit

MT02834(1) Barbed Wire Fence 4-wire . . . . . . . . . . . . . . . . . Rod MT02834(5) Barbed Wire End Panel - Type II . . . . . . . . . . . . . Each MT02834(6) Barbed Wire Stress Panel . . . . . . . . . . . Each MT02834(9) Five-Post Barbed Wire Corner Panel - Type II . . . . . . . Each MT02834(23a) Barbed Wire Gate, 4-wire . . . . . . . . . . . . . . . . Each MT02834(52) Drainage crossing, Type A . . . . . . . . . . . . . . . . Rod

Section 02837-1 of 1

DIVISION 2 SECTION 02837

SITE WORK FENCE REMOVAL, RELOCATION

Rev. 07-90

PART 1: GENERAL

1.01 WORK INCLUDED:

A. Description: Removing existing fences and appurtenances.

1.02 PROJECT CONDITIONS:

A. Requirements: Access roads shall not be constructed without the written approval of the Contracting Officer. Cross-country travel with wheeled or tracked vehicles shall be permitted to and along fence lines.

PART 2: PRODUCTS

2.01 MATERIALS: (There are no applicable requirements)

PART 3: REMOVAL

A. Removal of existing fence: Remove existing fences and appurtenances as shown on the drawings.

B. Salvage of Materials: Remove wires from posts. Roll up wire and pull posts.

Remove wires from rock deadman. All removed fence materials shall become the property of the “Contractor” and shall be removed from the work site and legally dispose of off federal or state land. Fence Removal includes all appurtenances and the existing 4 wire fence with steel posts every rod.

A. Units: Fence removal will be measured and paid for by the rod.

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

MT02837(10) Fence Removal . . . . . . . . . . . . . . . . . Rod

DIVISION 2 SECTION 02881

SITEWORK WELDED STEEL CATTLE GUARDS

Rev. 05-90

DIVISION 2 SECTION 02881

SITE WORK WELDED STEEL CATTLE GUARDS

Rev. 05-90

PART 1: GENERAL

1.01 SUMMARY:

A. Section Includes: Installing Government furnished cattle guard grids and accessories on Government furnished pre-cast concrete bases.

1.02 REFERENCES:

A. American Association of State Highway and Transportation Officials:

AASHTO HBI-83-88 Standard Specifications for Highway Bridges

1.04 PROJECT/SITE CONDITIONS:

A. Requirements: Remove and relocate two 8' x 12' cattle guard grids on pre-cast concrete bases (Double Wide)to 1800 feet to the west. Install the two cattle guard grids on the pre-cast concrete bases with the wings as shown in the drawings.

PART 3: EXECUTION

3.01 PREPARATION:

A. Clearing: Shall be as directed by the Contracting Officer

B. Excavation and Backfill: Initial excavation for cattle guard bases may be made with power equipment, but over excavation shall be avoided. Over-excavated areas shall be backfilled. Drain the area to prevent water from pooling within the excavation where possible. Place backfill in layers not exceeding 6 inches thickness, and mechanically or manually compact each layer before placing the new layer.

3.02 INSTALLATION:

A. Pre-cast Concrete Foundation: Place pre-cast units on wood pallets during transporting to assure a uniform bearing surface.

B. Grid: Securely bolt cattle guard grids to the bases as shown on the drawings.

C. Wings: Securely bolt the end wings to the adjacent fence, as shown on the drawings.

D. Gates: Install gates according to Section titled - Wire Fences and Gates.

E. Backfill: After Removal and installation, backfill and compact the cattle guard with approved specified material and finish the road surface

DIVISION 2 SECTION 02881

SITEWORK WELDED STEEL CATTLE GUARDS

Rev. 05-90 according to the drawings.

A. Units: The work described in this section will be measured and paid for as complete units including grids, foundations, wings, and other accessories but not including gates which are listed separately in the Bid Schedule. Required excavation, embankment, and grading work will not be measured for payment.

4.02 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

02881(13) Complete 12 Ft. Cattle Guard Assembly . . . . Each

WORK DATA SHEET

CALL BEFORE YOU DIG

SECTION 02834 - WIRE FENCES AND GATES

Wire Location , 4-Wire Fence (Refer to Drawing No. 02834-1 for Dimensions)

4-Wire Fence - Steel 4-Wire Fence - Wood Posts Wire Location Set Posts Wire Location Dimension in Inches: Dimensions in Inches:

D: 12 inches D: 12 inches C: 6 inches C: 6 inches B: 6 inches B: 6 inches A: 16 inches A: 16 inches

Wire type – 12-1/2-gauge; top 3 wires barbed, bottom wire 1 barbless (smooth) Line post spacing (L) - 16'6" Diameter of wood posts – 6” Length of wood posts (H1) - 7'0" Depth of wood posts in ground (h1) - 2'6" Length of steel posts (H2) - 5'6" Depth of steel posts in ground (h2) - 1'6"

DRAWING NO. 02834-1 – BARBED WIRE FENCE ( 4- WIRE)

No intermediate wire fence stays Steel Posts white or silver tops accepted.

DRAWING NO. 02834-6 - TYPICAL WIRE GATES TYPE A

Wire fence stays will be used as intermediate stays instead of wood.

6 Gates will be 16.5 ft width. 2 Gates will be 33 ft width Wood gate stays - 3”x 4’0”

DRAWING NO. 02834-9 – TYPICAL CORNER PANELS TYPE II

DRAWING NO. MT-LW-2834-10 – Fence Drainage Crossing Type A Modified

DRAWING NO. None – WELDED STEEL CATTLE GUARDS