Attachment 2 Drawings and Specifications.pdf

DIVISION 1 SECTION 01009

GENERAL REQUIRMENTS GENERAL INFORMATION AND REQUIREMENTS

01009-1

PART 1: GENERAL

1.1 SUMMARY

Remove existing fence material around two enclosures and dispose of. Build new 4 wire fence and gates for the two enclosures and construct a variety of small erosion control structures.

Build two new 3 wire barrier fences. Install two 21 feet wide metal gates. Government will furnish fencing materials, metal gates, and materials for erosion control structures.

A. Description of Work: Furnishing labor and equipment to remove existing fencing.

Furnishing labor, equipment, supplies, and concrete to install government-furnished material, to complete new fencing system and construct erosion structures as shown on the drawings and as specified herein.

B. Location: Work under this Contract is in Dona Ana and Sierra County, New Mexico.

The work locations are 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.

1.2 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:

ANSI American National Standards Institute 11 W 42nd St.

New York, NY 10036

ASTM American Society for Testing and Materials 100 Barr Harbor Dr.

West Conshohocken PA 19428-2959

ASTM A 116-88 Zinc-Coated (Galvanized) Steel Woven Wire Fence

Fabric ASTM A 121 REV-A-92 Zinc-Coated Galvanized) Steel

Smooth Wire ASTM A 121 REV-A-92 Zinc-Coated (Galvanized) Steel Barbed Wire ASTM A 584-92 Aluminum-Coated Steel Woven Wire Fence Fabric ASTM A 585-92 Aluminum Coated Steel Barbed Wire

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ASTM A 702-89 Steel Fence Posts and Assemblies, Hot Wrought (R1994)

OSHA Occupational Safety and Health Administration

US Department of Labor 200 Constitution Ave., NW Washington DC 20210

OSHA 2207-91 Construction Industry

NRCS Range Technical Note No. 40, May 2018 Hand-Built Structures for

Restoring Degraded Meadows in Sagebrush Rangelands from U.S.

Department of Agriculture State of Colorado Natural Resources Conservation Service

1.3 DEFINITIONS

A. Approvals: 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.

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

1.4 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.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Delivery: 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. The containers shall bear the referenced specification number, type, and class as applicable.

B. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.

C. Handling: Load and unload products protecting them from damage.

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1.6 PROJECT/SITE CONDITIONS

A. Access to the Work: Access to the work shall be by existing highways, graveled roads, and dirt roads. No new roads shall be made.

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

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

C. Rocky Ground: Some project sites may include rock formations which prevent steel posts or pipe from being driven. A rock drill will be required at these work sites to assure proper installation of steel posts and/or pipe.

D. Environmental Considerations:

1. Operations of the Contractor upon government premises including storage of materials, and equipment parking shall be confined to areas approved by the Contracting Officer. The construction site shall be kept clean and free of scrap material and debris during all phases of construction. Oil, grease, or fuel spilled at the construction site shall be cleaned up and disposed of as approved by the Contracting officer. In the event the surrounding landscape is disturbed, the Contractor shall restore that area at the Contractor's expense.

2. In the event the Contractor discovers sites containing evidence of possible scientific, prehistoric, historical, or archeological values, he shall immediately cease construction and notify the Contracting Officer. The Contracting officer will then take appropriate steps to mitigate damage to the data, B. Protection and Safety:

1. Damage: Repair of damage to new or existing construction and equipment resulting from construction procedures shall not be initiated prior to notification of the Contracting Officer.

1.7 SEQUENCING AND SCHEDULING

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.

B. Work shall be restricted to daylight hours between 6:00 am and 6:00 pm, Monday through Friday. Construction will not be allowed on weekends or holidays.

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PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. Pre-Work Conference:

1. 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. Be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Progress Meetings:

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

2. 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 shall record as-built changes on the drawings and deliver to the Contracting Officer.

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

3.2 PREPARATION

A. Work Layout: The contractor shall provide all surveying required to complete the work and to determine measurements, lines and grades necessary to execute the work under this contract. Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense.

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

3.3 DISPOSAL OF DEBRIS

A. Requirements: Items or debris not designated as salvage for the Government shall become the property of the Contractor. Disposal of materials in a legal manner and payment of fees required is the Contractor's responsibility. Sale of material onsite is not allowed unless authorized in writing by the Contracting Officer. When hazardous materials are encountered during demolition operations, comply with applicable federal, state, and local regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Burning of removed materials is not permitted on the work site.

3.4 AS-BUILT DRAWINGS

A. General Requirements: A complete set of drawings, furnished by the Contracting Officer for this purpose only, shall be kept at the site. As the job progresses, continuously maintain as-built drawings of the work. The changes shall be noted legibly in red pencil or red ink. These drawings shall be submitted to the Contracting Officer prior to final inspection.

B. Installation Changes: Records shall be maintained of actual installations where at variance with the work shown, where changed, or where not otherwise located by dimension, elevation or other reference on the Contract drawings.

3.5 WARRANTY

A. Requirements: Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall:

1. Obtain warranties that would be given in normal commercial practices.

2. Require warranties to be executed, in writing, for the benefit of the Government.

3. Submit warranties to the Contracting Officer prior to the final inspection.

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

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A. Payment: No direct payment for the work described under this section will be made.

Consideration for this item shall be included in the bid price for other items of the Contract.

END OF SECTION

DIVISION 1 SECTION 016400

GENERAL REQUIRMENTS GOVERNMENT-FUNRNISHED PROPERTY

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SECTION 016400 – GOVERNMENT-FURNISHED

PROPERTY PART 22 - GENERAL

22.1 SUMMARY

A. This Section includes fencing materials to be furnished by the Government and their locations.

22.2 DELIVERY, STORAGE, AND HANDLING

A. Location: The Government-Furnished Fencing and part of the erosion control property will be provided at the District Office: 1800 Marquess St, Las Cruces NM 88005. The rock material for erosion control will be located on site at Toby Hole and Lost Tank.

B. Time: Property will be available Monday through Friday, from 8:00 am to 3:30 pm except on holidays. An appointment is required to assure that a warehouseman is available. Appointments are made by calling the Contracting Officer a minimum of 24 hours prior to intended pickup time.

C. Receipt of Property: Upon pickup and receipt of materials, the Contractor will sign for acceptance on Government Form DI-105.

D. Return of Unused Property: Return unused materials to the same place and in the same condition as they were picked up unless the Contracting Officer states otherwise.

E. Loading, Offloading and Transporting Property: The Contractor is responsible for providing the necessary material-handling equipment to load and offload materials at the work site. The Contractor shall transport materials to the work site. Unless otherwise noted, a Government forklift will be available at the Wareyard.

PART 23 - PRODUCTS

23.1 MATERIALS

A. Materials to be furnished by the Government:

1. Barbed Wire.

2. Smooth Wire.

3. Green Topped T-Posts.

4. Prefabricated Metal Three Post Corner Panels.

DIVISION 1 SECTION 016400

GENERAL REQUIRMENTS GOVERNMENT-FUNRNISHED PROPERTY

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5. Prefabricated Metal Stress Panels.

6. Angle Iron End Panels

7. Fence Stays.

8. Fence Clips.

9. Steel Gates.

10. Woven Wire.

11. Straw Wattles.

12. Wooden Stakes for Wattles.

13. Rebar for Wire Checks

14. Rock for Zuni Bowls, Rock Rundowns, and Wire Checks.

PART 24 – EXECUTION

24.1 PROTECTION

The Contractor shall be responsible for protecting Government Furnished Property from damage or theft until installed and accepted. The Contractor shall be responsible for replacing damaged or lost materials at his own expense.

PART 25 - MEASUREMENT AND

PAYMENT

25.1 METHOD OF MEASUREMENT

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

25.2 BASIS OF PAYMENT

A. Payment: No direct payment for the work described under this Section will be made.

Consideration for this item shall be included in the bid price for other items of the Contract.

END OF SECTION 016400

DIVISION 2 SECTION 02827

SITE WORK FENCE REMOVAL

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PART 1: GENERAL

1.1 SUMMARY:

A. Description of work: Remove existing barbed wire fence and wood structures for Toby Hole and Lost Tank.

B. Related Sections:

General Information and Requirements Section 01009

Wire Fences and Gates Section 02824

1.2 PROJECT/SITE CONDITIONS:

A. Requirements: Access roads shall not be constructed along fence lines or to the jobsite unless written approval is granted by the Contracting Officer. Cross-country travel with wheeled or tracked vehicles shall be only to and along fence lines. No mechanized travel within Wilderness Study Area (WSA)

PART 2: PRODUCTS

2.1 MATERIALS:

A. Requirements: Furnish materials required to remove existing fence.

PART 3: EXECUTION

3.1 REMOVAL:

A. Removal of Existing Fence: Remove fence structure as shown on the drawings and dispose of debris offsite, or as approved by the Contracting Officer.

B. Wood Post may be cut level to ground if they cannot be pulled out.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: Fence removal will be paid for by the linear foot as measured on the ground next to the relocated fence prior to removal.

Pay Item Pay Unit

Remove Fence and Structures Feet

Mobilization/ Demobilization Job

NMGRT 7% Job

DIVISION 2 SECTION 02827

SITE WORK FENCE REMOVAL,REPLACMENT

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DIVISION 2 SECTION 02824

SITE WORK WIRE FENCES AND GATES

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PART 1: GENERAL

1.1 SUMMARY

A. Section Includes: Installing Government-furnished property, wire fences and gates.

B. Related Sections:

General Information and Requirements Section 01009

1.2 SUBMITTALS

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

1.3 QUALITY ASSURANCE

A. General: Installation of Government-furnished materials and accessories will be approved by the Contracting Officer Representative before requesting payment.

PART 2: PRODUCTS

2.1 GOVERNMENT-FURNISHED MATERIALS

See Section 016400

2.2 CONTRACTOR-FURNISHED MATERIALS

A. Post Grout: Furnish a rapid setting commercial product manufactured for anchoring posts.

Contractor is responsible for all other materials/incidentals that are required to complete the fence installation.

PART 3: EXECUTION

3.1 PREPARATION

A. Clearing: The contractor may clear the fence line, removing only the brush and trees which interfere with the construction of the fence line. Maximum clearing width is 4 feet on each side of the fence line. Provide minimum disturbance to existing grass and sod. Dispose of debris by spreading a minimum of 5ft from fence line.

3.2 INSTALLATION

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A. General: Steel posts shall not be used for end-panel, corner-panel, gate-panel, or stress-panel posts. Drive steel posts.

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

C. Setting Posts: Dig holes for setting steel posts to the depth as shown on the Work Data Sheet. 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. Holes shall provide adequate open space around the post to adequately grout the post solidly in position.

D. Driving Posts: 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.

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

Construct as shown on the drawings or as staked in the field. Rock jacks shall not be substituted for these items. 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.

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

G. Brace Wire: Double-loop and twist tight with a stick. For steel pipe panels, each wrap shall be looped once around the post. Leave one end of the stick long enough to fasten behind the horizontal brace to prevent wire from unwinding.

H. Gates:

1. Wire Gates: Fabricate from furnished materials and following spacing of fence.

Install according to the Work Data Sheet, and the drawings.

2. Steel Gates: Installed according to the Work Data Sheet, the drawings.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will be measured and paid for by the foot 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; cattle guards and

02824-3 drainage crossings. The quantities of end, stress, and corner panels, and gates to be paid for will be the actual number of these items. Note: Gates do not include adjacent end or corner panels. These are separate items.

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

Barbed Wire Fence Installation (4-Wire) Feet

Barbed Wire Fence Installation (3-Wire) Feet

Stress Panel Each

Three-Post Corner Panel Each

Angle Iron End Panels Each

Wire Gate - Type A Each

Steel Gate Feet

Walk Thru Each

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DATA WORKSHEET

Fence type: 4-wire Type A barbed: Toby Hole and Lost Tank Type of top wire: _Barbed 12.5 gauge twisted double strand____________________ Type of intermediate wires: _Barbed 12.5 gauge twisted double strand ________ Type of bottom wire: _Barbless 12.5 gauge twisted double strand_______________

Wire locations/dimensions in inches (spacing):

E: 8 D: 12 C: 6 B: 4 A: 18 – from bottom

Line post spacing (L): 16 ft 6 inches Type of Stays: __Twisted galvanized wire_________________ Stay spacing (l): 16 ft 6 inches Length of steel posts (H1): 7 ft NA inches Depth of steel posts in ground (h1): 3 ft Dia: 3” w/ concrete 6” w/out Length of steel posts (H2): 5 ft 6 inches Depth of steel posts in ground (h2): 1 ft 6 inches Number of mechanical gate closers: _zero

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DATA WORKSHEET

Fence type: 3-wire Type A smooth: Dripping Springs Well and Pena Blanca Type of top wire: _Barbless 12.5 gauge twisted double strand_____________ Type of intermediate wires: _Barbless12.5 gauge twisted double strand __ __ Type of bottom wire: _Barbless 12.5 gauge twisted double strand__________

Wire locations/dimensions in inches (spacing):

D: 2 C: 12 B: 10 A: 16 – from bottom

Line post spacing (L): 16 ft 6 inches Type of Stays: __Twisted galvanized wire_________________ Stay spacing (l): 16 ft 6 inches Length of steel posts (H1): 7 ft NA inches Depth of steel posts in ground (h1): 3 ft Dia: 3” w/ concrete 6” w/out Length of steel posts (H2): 5 ft 6 inches Depth of steel posts in ground (h2): 1 ft 6 inches Number of mechanical gate closers: _zero

DIVISION 2

SITE WORK Erosion Structures

PART 1: GENERAL

1.1 SUMMARY

A. Section Includes: Installing erosion control structures at Toby Hole and Lost Tank.

PART 2: PRODUCTS

2.1 GOVERNMENT-FURNISHED MATERIALS

A. See Section 016400

PART 3: EXECUTION

3.2 PREPARATION

A. Clearing: The contractor may clear the area where structures will be placed at, removing only the brush and trees which interfere with the construction of the structures. Maximum clearing width is 4 feet on each side of the structures. Provide minimum disturbance to existing grass and sod. Dispose of debris by spreading a minimum of 5ft from work area.

3.3 INSTALLATION

Erosion work will follow the Range Technical Note No. 40, May 2018 Hand-Built Structures for Restoring Degraded Meadows in Sagebrush Rangelands from U.S. Department of Agriculture State of Colorado Natural Resources Conservation Service.

A. Straw Wattles: Layout along contours and stake in place between stakes marked by government.

B. Wire Checks: Construct in drainage bottom and stake in place where marked by government.

C. Rock Rundowns: Construct in locations marked by government.

D. Zuni Bowls: Construct in locations marked by government.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will be measured and paid for by the quantities of structures.

4.2 BASIS OF PAYMENT

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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

Straw Wattles Each

Wire Checks Each

Rock Rundowns Each

Zuni Bowls Each

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6'-6" MIN.

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9-GA. SMOOTH GALV. WIRE

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ADD ADDITIONAL WIRE OF THE SAME MATERIAL AS BOTTOM WIRE

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AutoCAD SHX Text SPACE BETWEEN BOTTOM WIRE & GROUND EXCEED 20" (508 mm)

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LINE POST

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(WOOD OR

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STEEL)

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%%UPANEL AT MINOR DEPRESSION

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%%USTRESS PANEL

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TWISTED WIRE OR WOOD STAY

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STEEL LINE POST

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1. SEE SPECIFICATIONS FOR THE FOLLOWING:

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A. RATIO OF STEEL TO WOOD LINE POSTS.

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B. POST SPACING, LENGTH & DEPTH IN GROUND.

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C. TYPE OF END PANEL TO BE USED.

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D. TYPE OF WIRE TO BE USED.

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E. SPACING BETWEEN WIRES.

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F. NUMBER OF STAYS PER SPAN (L).

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%%UNOTES:

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2. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS

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FOLLOWING THE ENGLISH UNITS.

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N:\PROJECTS\STANDARD DRAWINGS\STDDWGS2000\02824-1.DWG

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DRAWING NO. 6

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REV. NO.

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REVIEWED

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DESIGNED

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APPROVED

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SAFETY

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ALWAYS THINK

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DATE APRIL 26, 1997

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DRAWN

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LJP

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APPROVED

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METRIC CONVERSION ADDED

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SHEET OF

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SCALE NONE

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DESCRIPTION

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DATE

AutoCAD SHX Text 9/30/97

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BY OTHERS

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ENCLOSURE

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BARBED WIRE FENCE

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(4-WIRE)

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WMW

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J. KNOPIC

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R. STOVALL

6 7

BUREAU OF LAND MANAGEMENT

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NEW MEXICO

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LAS CRUCES FENCE AND EROSION PROJECTS

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PROJECT LOCATION MAP

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WILLIAM WILLIAMS

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SHEET OF

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SCALE NONE

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BAYLOR CANYON WELL BARRIER FENCE

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DRAWING NO.

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LAS CRUCES DISTRICT OFFICE

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DESIGNED

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REVIEWED

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JESSICA KNOPIC

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APPROVED

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RUSTY STOVALL

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APRIL 1, 2021

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DATE

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DRAWN

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WMW

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UNITED STATES DEPARTMENT OF THE INTERIOR

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600 Ft in Length

SMOOTH WIRE FENCE WITH METAL POST

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STAY 9-GA WIRE

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SEE DETAIL "C"

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SEE DETAIL "C"

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DETAIL "C" ANCHOR DETAIL OF DIAGONAL METAL BRACE MEMBER

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END VIEW

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SIDE VIEW

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STEEL PIPE GATE

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BRACE 2" X 2" X " 14" STRUCTURAL ANGLE

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END POST WITH BRACE SHALL BE BOLTED TOGETHER

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END POST 2- " X 2- " X " 12" X 2- " X " 12" X " 14" STRUCTURAL ANGLE

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TYP END INSTALLATION

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SEE DETAIL "A"

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BRACE ATTACHMENT DETAIL

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TOP VIEW

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BRACE POST

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BRACE

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BRACE

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FRONT ELEVATION

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BOLT WITH LOCK WASHER (NYLOCK)

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2" MIN. CUT

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ALTERNATE BRACE ATTACHMENT DETAIL

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TOP VIEW

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BOLT

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BRACE POST

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1- " BOTH LEGS14" BOTH LEGS

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2" X 2" X " CLIP14" CLIP

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BRACE POST

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CLIP

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BRACE

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BRACE

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FRONT ELEVATION

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STRUCTURAL ANGLE POST 2- " X 2- " X "12" X 2- " X "12" X "14"

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CONCRETE BASE TO BE 1'-0" SQUARE OR 1'-0" DIAMETER

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DETAIL "B" ANCHOR DETAIL OF METAL POST

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1" MIN. SLOPE

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TOP VIEW

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STRUCTURAL ANGLE BRACE 2 X 2 X "14"

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SEE DETAIL "B"

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STRUCTURAL ANGLE POST 2- " X 2- " X "12" X 2- " X "12" X "14"

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CONCRETE BASE TO BE 2'-0" SQUARE OR 2'-0" DIAMETER

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DETAIL "A" ANCHOR DETAIL OF METAL POST

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1" MIN. SLOPE

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CONCRETE FILLED PIPE 4" DIA.

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METAL LINEAR POST (TYP) WT. 1.33 LB/FT

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DRAWING NO.

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REV. NO.

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REVIEWED

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DESIGNED

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APPROVED

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SAFETY

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ALWAYS THINK

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DATE 4/13/2021

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DRAWN

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WMW

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APPROVED

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SHEET OF

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SCALE NONE

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DESCRIPTION

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DATE

AutoCAD SHX Text 9/30/12

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BY OTHERS

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SMOOTH WIRE FENCE

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(3-WIRE) (STEEL POST)

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W. WILLIAMS

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R. STOVALL

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WMW

7 7

NEW MEXICO

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LAS CRUCES FENCE AND EROSION PROJECTS

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BUREAU OF LAND MANAGEMENT

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PROJECT LOCATION MAP

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WILLIAM WILLIAMS

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SHEET OF

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SCALE NONE

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LOST TANK

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DRAWING NO.

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LAS CRUCES DISTRICT OFFICE

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DESIGNED

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REVIEWED

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JESSICA KNOPIC

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APPROVED

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RUSTY STOVALL

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APRIL 1, 2021

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DATE

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DRAWN

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WMW

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text T. 16S.

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AutoCAD SHX Text Wire Gate

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AutoCAD SHX Text Government: 5 Each Zuni Bowls And

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N

BUREAU OF LAND MANAGEMENT

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NEW MEXICO

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LAS CRUCES FENCE AND EROSION PROJECTS

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PROJECT LOCATION MAP

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WILLIAM WILLIAMS

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SHEET OF

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SCALE NONE

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PENA BLANCA WSA BARRIER FENCE

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DRAWING NO.

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LAS CRUCES DISTRICT OFFICE

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DESIGNED

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REVIEWED

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JESSICA KNOPIC

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APPROVED

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RUSTY STOVALL

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APRIL 1, 2021

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DATE

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DRAWN

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WMW

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text 4 Ft Wide Opening

AutoCAD SHX Text T. 24S.

AutoCAD SHX Text N

AutoCAD SHX Text 4 Ft Wide Opening

AutoCAD SHX Text Three Smooth Wire Fence

AutoCAD SHX Text 5,280 Ft in Length

R. 03E.

NEW MEXICO

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LAS CRUCES FENCE AND EROSION PROJECTS

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BUREAU OF LAND MANAGEMENT

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PROJECT LOCATION MAP

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WILLIAM WILLIAMS

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SHEET OF

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SCALE NONE

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TOBY HOLE TANK

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DRAWING NO.

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LAS CRUCES DISTRICT OFFICE

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DESIGNED

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REVIEWED

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JESSICA KNOPIC

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APPROVED

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RUSTY STOVALL

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APRIL 1, 2021

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DATE

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DRAWN

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WMW

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UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text Wire Gate

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AutoCAD SHX Text T. 17S.

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N

AS SHOWN

AutoCAD SHX Text N E W M E X I C 0

AutoCAD SHX Text Santa Fe

AutoCAD SHX Text C O L O R A D O

AutoCAD SHX Text Alamosa

AutoCAD SHX Text Alamogordo

AutoCAD SHX Text Carrizozo

AutoCAD SHX Text A R I Z O N A

AutoCAD SHX Text Silver City

AutoCAD SHX Text Truth or

AutoCAD SHX Text Consequences

AutoCAD SHX Text Lordsburg

AutoCAD SHX Text El Paso

AutoCAD SHX Text Las Cruces

AutoCAD SHX Text Deming

AutoCAD SHX Text Socorro

AutoCAD SHX Text Cortez

AutoCAD SHX Text Shiprock

AutoCAD SHX Text Gallup

AutoCAD SHX Text N

AutoCAD SHX Text Durango

AutoCAD SHX Text Bernalillo

AutoCAD SHX Text Aztec

AutoCAD SHX Text Farmington

AutoCAD SHX Text Albuquerque

AutoCAD SHX Text Espanola

AutoCAD SHX Text Chama

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AutoCAD SHX Text Carlsbad

AutoCAD SHX Text Roswell

AutoCAD SHX Text Hobbs

AutoCAD SHX Text Pecos

AutoCAD SHX Text Tucumcari

AutoCAD SHX Text Santa Rosa

AutoCAD SHX Text Las Vegas

AutoCAD SHX Text Vaughn

AutoCAD SHX Text Taos

AutoCAD SHX Text Trinidad

AutoCAD SHX Text Raton

AutoCAD SHX Text Ft. Sumner

AutoCAD SHX Text Clovis

AutoCAD SHX Text Clayton

AutoCAD SHX Text Walsenburg

AutoCAD SHX Text Ft. Garland

AutoCAD SHX Text Dalhart

AutoCAD SHX Text Boise

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AutoCAD SHX Text Cuba

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U.S.DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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LAS CRUCES DISTRICT, NEW MEXICO

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DESIGNED:

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REVIEWED:

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APPROVED:

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DRAWN:

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DATE:

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SHEET OF

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SCALE

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DRAWING NO.

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SCALE IN MILES

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WORK LOCATION MAP

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RGL

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EJC

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JWH

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WMW

AutoCAD SHX Text 4/17/21

AutoCAD SHX Text 1 7

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AutoCAD SHX Text Quemado

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- Work Area

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LCDO FENCE AND EROSION CONTRACT

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AutoCAD SHX Text Toby Hole

AutoCAD SHX Text Baylor Canyon Well

AutoCAD SHX Text Lost Tank

AutoCAD SHX Text Pena Blanca WSA

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EXIT 32

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CO RD E071

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CO RD A13

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CO RD B059

AutoCAD SHX Text Dripping Springs Rd

AutoCAD SHX Text Baylor Canyon Rd

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EXIT 151

I-10

FIGURES AND ILLUSTRATIONS

EROSION CONTROL STRUCTURES

FOR

TOBY HOLE AND LOST TANK ENCLOSURES

Figure 2: Profile View of a Wire Check

Figure 1: Rock Rundown in a small gully

Figure 4: Example of a Zuni Bowl used to repair a head cut

Figure 3: Aerial View of a Wire Check