Attachment 4- Judith Mountain, MT (QLJ) RCAG Fence SOW.QLJ

FENCE REPLACEMENT

JCN: 7011488

SCOPE OF WORK

JUDITH MOUNTAIN (QLJ) RCAG

JUDITH MOUNTAIN, MT

JANUARY 2019

A I R T R A F F I C O R G A N I Z A T I O NA I R T R A F F I C O R G A N I Z A T I O N

PREPARED FOR: FEDERAL AVIATION ADMINISTRATION

BILLINGS SYSTEM SUPPORT CENTER

1613 AVIATION PLACE

BILLINGS, MT 59105

PREPARED BY: BEN CAYFORD, P.E., AJW-2W15D

SEATTLE OPERATIONS ENGINEERING CENTER

ATO TECHNICAL OPERATIONS,

WESTERN ENGINEERING SERVICES

2200 S. 216TH ST

DES MOINES, WA 98198

Judith Mountain (QLJ) RCAG Fence Replacement January 2019

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SCOPE OF WORK

1.0 GENERAL

1.1 SCOPE

The selected Contractor shall furnish all labor, product, equipment, materials, and supervision for the removal and installation associated with the Fence Replacement at the Judith Mountain (QLJ) Remote Communication Air/Ground (RCAG) located 24 miles northeast of the Lewiston, MT.

“Removal” includes removing and disposing of the existing metal fence around the facility.

“Installation” includes providing and installing a new chain link security fence, one vehicle gate, and one pedestrian gate.

Contractor’s work shall conform to the latest or current requirements of OSHA General Industry Safety and Health Standards as well as the FAA’s Facility Security requirements for fencing. All materials used will need to meet the requirements as listed in the “Applicable Publications” section of the document. Prior to “installation,” contractor shall submit Safety Data Sheets (SDS) for any materials proposed for the project to the Resident Engineer (RE).

All of the equipment and material shall be reviewed and accepted by the RE or a Federal Aviation Administration (FAA) representative.

The following items are a summary of the project and are provided solely for the purpose of describing the general nature of the work. The Contractor is responsible for accomplishing all items of work identified in the applicable drawings, specifications, and provisions of the contract:

A. General

1. The QLJ RCAG is a 24-hour FAA communication facility.

2. All work shall be coordinated with the FAA and be accomplished on a “Not to interfere with FAA operations” basis.

3. The existing fence is approximately 160 feet by 100 feet (total length of approximately 500 feet) and is approximately 8 feet tall. Contractor will need to verify measurements prior to construction.

4. Construction material shall be stored only in FAA approved areas.

5. Construction staging shall be allowed only in the FAA approved areas.

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6. The Contractor shall provide all temporary services required for construction, such as temporary fence, power, water, and portable bathroom facilities. There are no bathroom facilities on site.

7. The Contractor shall clean up and restore the site grounds to its original condition after the work has been performed.

8. Provide erosion and sediment control for all excavated material during construction activities. Restore gravel to original condition after the installation of the new fence.

9. An as-built drawing of the fence and grounding is to be provided to the FAA after construction is complete.

10. Prior to digging, call 811 and obtain private locate services for potential utilities running near the work area. Coordinate with FAA RE to ensure FAA utility locates are also performed.

B. Demolition

1. Remove existing fence and all materials from the site.

2. Any post holes that will not be used for the new fence need to be filled in, compacted, and leveled.

3. A temporary fence will need to be placed once the old fence is removed to prevent wildlife from damaging the facility and to deter intruders.

4. A minimum of 50% of construction material and debris shall be diverted from landfills in accordance with Executive Order 13693 Sec. 3 (j).

C. Installation of New Fence

1. The new fence shall follow FAA Order 1600.69C for FAA Facility Security Management Program and shall be installed by skilled and experienced fence erectors in accordance with the manufacturer’s installation instructions.

2. The new fence shall be a total of 8 feet high, with 7 feet of fabric and a 1 foot tall barbed wire supporting arm/outrigger. The supporting arm/outrigger will consist of 3 strands of galvanized barbed wire each consisting of 2 twisted 12-gauge wires with 4-point barbs spaced no more than 4 inches apart. The supporting arm/outrigger shall extend 45 degrees from the horizontal and shall be capable of withstanding without failure 250 pounds downward pull at the outermost end of the arm.

3. Tension Wire shall be galvanized, No 9-gage, coiled spring wire, provided within 4 inches of the top and bottom of the fabric. Attach to fence fabric with 9-gage steel rings at no more than 24-inch centers, and must be secured to each vertical post.

Crimp rings tight to prevent noise.

4. Fence fabric must be attached to terminal posts with stretcher bars 0.25 inches by

0.75 inches, which engage each fabric link. The stretcher bars must be held to the

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fence post with clamps placed within 4 inches of the top and bottom of the fence and will not be spaced more than 14 inches apart. Fence fabric must be attached to the exterior side of the line posts using 9-gauge steel ties spaced not more than 14 inches apart, with ties mounted within 4 inches of the top and bottom of the fabric. Ties must be wrapped 360 degrees around posts and twisted a minimum of three turns and bent down on the protected side of the fence.

5. Concrete for the post footings shall conform to ASTM C 94. Mix shall be designed to obtain concrete with a minimum 28-day compressive strength of 2500 psi.

6. Post holes shall have a diameter equal to 4 times the diameter of the post. Excavate the post hole depths approximately 3 inches deeper than post bottom with line posts set in concrete base. Posts shall be 3 feet deep below grade.

7. The gate posts, corner posts and pull posts will be 4 inch diameter and the line posts will be 2-3/8 inch diameter.

8. Aluminum fabric ties and crimp rings are NOT allowed.

9. Maximum spacing between line posts is 10 feet. Hollow posts shall be capped to prevent water entry.

10. Hardware such as ties, hog rings, bolts, nuts, outriggers, braces, hinges, gate latches, drop rods, etc. will be installed so they cannot be easily removed, or used as a climbing aid from the threat side of the fence.

11. A total of 16 aluminum signs, spaced no more than 50 feet apart, should be attached to the fence with stainless steel hardware (nuts and bolts) that says “U.S. Property – No Trespassing.”

12. Install the swinging gates plumb and level. Adjust hardware for smooth operation.

D. Lightning/Grounding Protection on Fence

1. All Lightning/Grounding must follow FAA Standard 19F for Fence Grounding.

2. A ¾” by 10 foot copper ground rod needs to be installed at spacing no greater than

100 feet and bonded to a fence post with 4/0 AWG stranded copper conductor, exothermically welded to fence post. At these same locations, a 6 AWG stranded tinned copper conductor shall be installed to bond the fence barb wire to the fence post.

a. Where soil conditions will not permit installation of ground rods, provide ground dissipation plate(s) in accordance with FAA Standard 19F.

1) Material and Size: Copper Plates shall be fabricated and installed in accordance with Figure 1: Ground Dissipation Plate Detail.

2) Spacing: Nominal spacing is 100 feet between ground plates.

3) Depth of Plates: Install plates to the same depth or deeper than the interconnecting EES counterpoise conductor, but maintain a minimum of 1 foot of native soil above the upper edge of the plate.

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4) Location: The plates shall be installed at the corners of the EES at the farthest accessible point from the facility to be protected.

5) Orientation: Plates should be installed in a vertical plane.

Figure 1: Ground Dissipation Plate Detail

3. The gate shall be grounded with a ground rod and a 4/0 AWG exothermically welded to the nearest gate fence post. Interconnect ground rods located between the gate opening with an exothermically welded 4/0 AWG bare copper conductor buried below frost depth, but not less than 18-in below ground.

4. There shall be a 1 inch by 1/8 inch flexible tinned copper bond strap or an insulated 4/0 AWG flexible (welding) copper conductor from any gate to the adjacent post with exothermic weld.

5. A horizontal 6 AWG bare stranded tinned copper conductor shall be threaded continuously through the gate fabric and mechanically bonded to the gate vertical support rails.

6. Bond security wires to the fence post at intervals no greater than 40 feet using 6 AWG bare stranded tinned copper conductor and UL listed bonding connectors.

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Bond across terminations in the security wire using a short piece of the security wire material and UL listed bonding connectors at the same locations.

7. Portions of the fence that are located within 22 feet of a facility EES shall be bonded to the EES with a 4/0 AWG bare copper conductor exothermically welded to a fence post ground rod. Connections shall be made at a maximum spacing of 100 feet, with a minimum of two connections.

8. At locations where overhead power lines cross a fence, bond a fence post no more than 20 feet on each side of the crossing to a ground rod with a bare 4/0 AWG copper conductor. Bond the fence fabric at the top, middle, and bottom of the fence, and bond each strand of security wire placed above the fencing fabric to the grounded post with a bare 6 AWG tinned copper conductor. Where cross-bars or stranded wire is used to support the fence post, bond the cross-bars or wire supports to the post.

1.2 APPLICABLE DOCUMENTS

A. Applicable Documents - All FAA, Military, Federal, and industrial codes or standards, specifications, and contract drawings referenced in this and the following divisions form a part of this specification and are applicable only to the extent they were used as a basis

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of this design. All references to codes, standards, specifications, and construction drawings refer to the latest editions (and any supplements) in effect on the date of the contract.

B. Applicable Publications - The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

1. Code of Federal Regulations (CFR):

a. OSHA General Industry Safety and Health Standards (29 CFR 1910), OSHA

Construction Industry Standards (29 CFR 1926). OSHA 2202 is a condensed version of 29 CFR 1926. Each is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington DC 20402.

b. National Emission Standards for Hazardous Air Pollutants (40 Cfr, Part 61).

c. OSHA 1910.24: Walking-Working Surfaces

2. AISI SG03-3: Cold Formed Steel Design Manual (2002)

3. American Society of Testing and Materials (ASTM)

a. A 53 – “Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-coated Welded and Seamless”

b. A 90 - “Standard Test Method for Weight of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings

c. A 121 – “Standard Specification for Zinc-Coated Steel Barbed Wire”

d. A 123 – “Specification for Zinc (Hot-Dipped Galvanized) Coatings on Iron and

Steel Products

e. A 392 – “Specification for Zinc-Coated Steel Chain-Link Fence Fabric”

f. A 525 – “Standard Specification for General Requirements for Steel Sheet, Zinc-

Coated by the Hot-Dip Process”

g. A 641 – “Standard Specification for Zinc-Coated Carbon Steel Wire”

h. A 824 – “Standard Specifications for Metallic-Coated Steel Marcelled Tension

Wire for Use with Chain Link Fence”

i. C 33 – “Specification for Concrete Aggregates”

j. C 150 – “Specification for Portland Cement”

k. C 94 – “Standard Specification for Ready-Mixed Concrete”

l. F 567 – “Standard Practice for Installation of Chain-Link Fence”

m. F 626 – “Standard Specification for Fence Fittings”

n. F 669 – “Standard Specification for Strength Requirements of Metal Posts and

Rails for Industrial Chain-Link Fence”

o. F 900 – “Standard Specification for Industrial and Commercial Swing Gates”

p. F 1083 – “Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated

Welded, for Fence structures”

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q. F 1234 – “Standard Specifications for Protective Coatings and Steel Framework for Fences”

4. AISC: Steel Construction Manual, American Institute of Steel Construction

5. Federal Standard (313E): Preparation and the Submission of Safety Data Sheets

6. FAA-STD-19F – “Lightning and Surge Protection, Grounding, Bonding and

Shielding Requirements for Facilities and Electronic Equipment”

7. FAA Order 1600.69C – “FAA Facility Security Management Program”

C. Drawings

QLJ-D-RCAG-G001 Cover Sheet and Drawing Index QLJ-D-RCAG-Y001 Chain Link Fence and Gate Details QLJ-D-RCAG-Y002 Plot Plan Fence Replacement Fence Plan QLJ-D-RCAG-Y003 Plot Plan Fence Replacement Fence Grounding Plan QLJ-D-RCAG-Y004 Chain Link Fence and Gate Grounding Details

These listed drawings are for information only, expressing existing conditions and construction details. The contractor shall verify dimensions, locations, and sizes on the applicable drawings prior to installation.

1.3 DEFINITIONS

A. Federal Aviation Administration (FAA) - The terms "Federal Aviation Administration" (FAA) and "government" as used herein denotes the "owner".

B. Project Engineer (PE) - The term "Project Engineer (PE)” as used herein denotes the "Government’s representative".

C. Contracting Officer (CO) - The term "Contracting Officer" (CO) as used herein denotes the person designated to act for the Government in the performance of this contract.

D. Resident Engineer (RE) - The term "Resident Engineer" (RE) as used herein denotes the representative of the Contracting Officer at the job site. The term is synonymous with the FAA terms "Contracting Officer's Representative" (COR).

E. Contractor and Subcontractor - The term "Contractor" as used herein denotes the firm who will perform and complete the work required by the Contract. The term "subcontractor" as used herein denotes the person or firm retained by the Contractor to perform a particular unit of work required by the Contractor. Subcontractors shall be required to meet all specifications required of the Contractor.

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F. Staffed facility - A workplace where employees are assigned a duty or reporting station.

It generally has personnel present on any given workday. Examples include air route traffic control center (ARTCC), air traffic control tower (ATCT), regional office, SSC office, and some air route surveillance radar (ARSR) facilities.

G. Unstaffed facility - A workplace with no assigned personnel. It is visited only occasionally and is not intended as an employee workspace. Examples include Navigational Aid (NAVAID) and storage buildings.

1.4 CONSTRUCTION CONDITIONS

A. Submittals - Samples, certificates, reports, catalog cuts, letters, shop drawings, maintenance and operations manuals, etc. required shall be submitted to the Resident Engineer.

a. Preconstruction Submittals- Within ten (10) days from the award of the contract and prior to the start of the work, submit the following items for review and permanent file.

1) Product Data- Submittals are required for any new material that will be installed as a part of this project. All new materials shall be certified to be asbestos free. The contractor may not install/use any product that contains asbestos, lead, PCB’s or other materials that may cause future worker exposures.

(a) Submittals are required for all new material.

(b) Provide SDS with all applicable materials.

2) Project Schedule

3) Solid waste management plan to identify waste streams to be generated and to maximize recycling wherever feasible.

4) Safety Plan- the Contractor shall submit a safety plan in accordance with section 1.5A of this specification.

b. Submittals at Completion of Work- Within 14 days of completion, provide the following information:

1) Operation and Maintenance (O & M) manuals for all equipment.

2) Warranty documentation.

3) As-built drawings.

B. Pre-construction Conference - The Contractor shall attend a pre-construction conference at the time and location specified by the RE. Requirements for material disposal, security and safety will be discussed. Use of facility restrooms, water, and

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power will also be discussed. Compliance with these procedures while on site is mandatory.

C. Conflict Resolution - The Contractor shall meet standards, specifications, and drawings as specified herein. The specifications and drawings shall rule in all cases.

Specifications shall govern over drawings. If any conflict should exist between site drawings (location-specific drawings) and standard drawings (drawings not referring to a particular location), the site drawings shall govern. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and notify the RE. No work shall be done until agreement has been made with the RE.

D. Inspection

1. Access for Inspection - The Contractor shall allow the RE complete access to all portions of the work. Portions of the work buried, enclosed, or disguised, shall be inspected by the RE before being obscured by the next operation of the Contractor.

In all cases, the RE shall be informed accordingly and given access to the work.

Work obscured before inspection and acceptance by the RE, may, at the option of the RE be opened for inspection at no additional cost to Government.

The RE will inspect all work in progress up to completion and final Contractor’s Acceptance Inspection (CAI) including all materials, tools, and equipment. Such inspection may extend to all or a part of the work for the preparation, fabrication or manufacture of the materials to be used. The RE will notify the Contractor of any non-compliance with the contract specifications and/or drawings, and may reject workmanship or materials accordingly.

2. Contractor's Acceptance Inspection (CAI) - After substantial completion of all the Contractor's work, a CAI will be conducted between the Contractor and Government.

The RE will review the contract documents and verify that the Contractor has completed all required work. If work remains to be completed, an itemized list will be prepared, and the contractor at no additional cost to the Government shall complete the remaining tasks correctly. A Joint Acceptance Inspection (JAI) requires FAA personnel to be present. It may be held concurrently with the CAI.

E. Project Coordination - The Contractor shall be required to coordinate his/her construction activities with the FAA through the RE. All work which affects the facility shall be coordinated and approved by FAA personnel through the RE at least forty-eight

(48) hours in advance of the scheduled work. Failure to notify and obtain the necessary approval may result in a rescheduling of the work. The Contractor will be required to

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coordinate all power shutdowns of existing facilities with the FAA, through the RE, seventy-two (72) hours in advance. Each shutdown shall be limited and off-peak hours shall be required for testing or power shutdowns, with the facility placed back in service at the end of the workday, or as stipulated by the FAA.

F. Layout of Work - The Contractor shall field verify measurements and work from the established base lines and bench marks indicated on the drawings and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his/her own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the work from the base lines and bench marks previously established. The Contractor will be held responsible for the execution of the work as detailed in the plans and specifications. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks previously established until authorized to remove them.

G. Permits, Inspection, Licenses, Certificates - The Contractor shall obtain and pay fees for permits, inspections, licenses, or certificates required by Federal, State and City/Town officials as necessary to perform the work, prior to starting construction, and in a timely manner to avoid delays in starting the job. The Contractor shall submit evidence that they have obtained all required permits, inspections, licenses, and/or certificates.

H. Hot Work - An FAA Hot Work Permit shall be obtained prior to performing any cutting or CAD welding.

I. Compliance with Local and Other Codes - The Contractor shall comply with local and other codes and standards. Where the requirements of the specifications and drawings exceed those of the local or other codes, the Contractor shall comply with the requirements of the specifications and drawings.

J. Stop Work Orders - When the Contractor or subcontractors are notified by the RE of any non-compliance with the provisions of the contract and the action(s) to be taken, the Contractor shall correct the unsafe or unhealthy condition. Life threatening or other serious violations shall be corrected immediately. Non-serious violations shall be corrected within 24 hours of the non-compliance notice. The RE may stop the work with a “stop work order” if the Contractor fails to comply promptly with all or any part of the work being performed. When, in the opinion of the RE, satisfactory corrective action has been taken to correct the unsafe and unhealthy condition, the Contractor may resume work. The Contractor shall not be allowed any extension of time or compensation for damages by reason of or in connection with such work stoppage.

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K. Protection of Existing Vegetation, Improvements and Structures - The Contractor shall take all precautions necessary to protect the existing facilities, equipment, buildings, foundations, vegetation, etc., during construction. Any areas damaged by the Contractor or any subcontractors, shall be repaired or replaced to their original conditions by the Contractor at no additional cost to the government. Repairs shall be approved by the RE and shall match to original finish. The Contractor shall provide all temporary covers, enclosures, barricades, etc., required to protect the existing facilities.

L. Schedules

1. Schedule - The Contractor shall, within ten (10) calendar days from date of award of contract, submit to the CO for approval a practical project schedule. The schedule shall show the order in which the Contractor proposes to carry out the work, the date on which he/she will start the several salient features (including procurement of materials, plant and equipment) and the contemplated dates for completing the work.

The schedule shall be in the form of a progress chart of suitable scale to indicate the approximate percentage of work scheduled for completion at any time. The Contractor shall enter on the chart the actual progress at such intervals as directed by the CO. The project schedule shall include a milestone schedule for payments. The milestones should be stated with requested reimbursement for each milestone (based upon actual costs, overhead and profit).

2. Progress Schedule - The Contractor, if requested by the CO, shall submit a progress schedule at such intervals as directed by the CO. If the Contractor fails to submit a progress schedule within three (3) business days, the CO may withhold approval of progress payment estimates until the Contractor submits the required progress schedule.

3. Hours of Work – Shall be approved by the RE.

M. Site Access - Access to the site will be via a pre-determined route identified and agreed upon at the pre-construction conference.

N. Special Permits - The Contractor shall obtain and submit evidence of all necessary permits for the work. The Contractor shall abide by all requirements dictated by the city, state, federal, airport authority or municipality for such permits without any additional cost to the government.

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O. Waste Disposal - The Contractor shall provide on-site containers for the collection of construction waste materials, debris and rubbish and their daily removal from the site.

Any spillage on access and haul routes shall be cleaned up immediately. All soil, waste and debris removed from the work site and not specified for reuse or identified as salvageable items, or identified as contaminated contents shall be disposed of off site in areas authorized by the applicable County, State and/or Local agencies and in accordance with current rules and regulations governing the disposal of such waste. The Contractor, at no additional cost to the government, shall pay disposal fees and miscellaneous charges. Copies of all documentation of the disposal of any fuel or hazardous wastes will be submitted to the RE.

P. Cleanup - The work site shall be kept clean and orderly during the progress of work.

After final inspection, but before final acceptance of the work, all exterior surfaces of the equipment shall be cleaned of dirt, mud, or oil accumulations. All debris shall be removed from the general site area.

Q. O & M - Upon completion of the facility modifications, the Contractor shall provide operation and maintenance instructions for all new equipment. This information will then be retained by the RE (and the FAA) and used to reflect the as-constructed conditions.

R. Warranties - Documentation for the warranties shall be provided to the government upon completion of the project. The contractor shall warrant all materials, equipment, and labor for all work performed under this contract. This warranty period for general workmanship shall be for a period of one (1) calendar year, beginning upon the date of contract acceptance inspection (CAI). The warranty shall be unconditional and the Contractor must furnish all labor and materials required to repair or replace defective or failed portions of the contract work. Warranty repair work must be performed in the same manner as the new work in accordance with the technical requirements of this specification. Any warranty repairs must be completed by the contractor within a maximum of 24 hours after notification by the Government for any failure which causes a mechanical system to be inoperative. Other failures or defects which have no operational impact to the facility must be corrected within a maximum of 15 calendar days after notification by the Government. The specific items of work performed under warranty must then themselves be unconditionally warranted for a period of one calendar year beginning upon the date of completion of the repair work.

1.5 SAFETY

OSHA and FAA safety standards will be enforced. In keeping with such standards, the

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Contractor shall, at a minimum, provide:

A. Safety Plan - The Contractor shall have and submit a Safety Plan with the purpose of maintaining a safe working environment for construction workers employed on site. The safety plan shall require a statement that the current Occupation Safety and Health Act (OSHA) regulations on safety in the construction industry, OSHA Title 29, Part 1910 and Part 1926, as well as FAA safety regulations are followed. The plan will be used by the RE to insure that the work is accomplished in accordance with accepted safety practices.

B. Trained Personnel - Personnel shall be properly trained in the usage of all equipment for which they will be required to use during the Contract. The RE may request documentation or other evidence of training at any time. Personnel without adequate training will be prohibited from using such equipment.

C. Excavation Requirements - Trenching or excavation operations must be overseen by a competent person trained on OSHA regulations for Excavations, Trenches, and Soil Mechanics. Utilities must be located and protective systems must be in place if necessary.

D. Lock Out / Tag Out – The Contractor shall employ and detail lock-out / tag-out procedures to employees working with and around electrical systems. When accessing an electrical panel, a FAA technician must be present prior to interrupting and energizing the breakers.

E. Safety Data Sheets - The Contractor shall have Safety Data Sheets (SDS) conforming to

Federal Standard 313E, written by the manufacturer, for all materials containing chemicals or other substances which may pose a hazard. One (1) copy of each SDS shall be submitted to the RE and one (1) copy of each SDS shall be kept on file at the job site at all times. The Contractor and subcontractors will be prohibited from handling any material which does not have an applicable SDS on file at the site until such SDS arrives on site.

F. Safety Equipment - The Contractor shall provide safety equipment including, but not limited to, a Red Cross approved First-Aid kit and the appropriate number of annually inspected, charged fire extinguishers with the proper NFPA rating.

G. Electrical Safety – Electrical tools used on the job site must be GFCI protected, cords should not be frayed or damaged and protected from vehicle movement and running over sharp edges.

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H. HAZCOM Program - The Contractor shall have a hazard communications (HAZCOM) program. The Contractor and each subcontractor shall submit a copy of their HAZCOM program as well as a copy of their current OSHA 200 form, if requested.

I. Crystalline Silica Exposure – If any work producing silica dust is conducted, applicable work activities shall comply with the OSHA “Occupational Exposure to Respirable Crystalline Silica” Final Rule, 1926.1153. Compliance includes: Written program, training, and following exposure monitoring protocol.

J. Hearing Protection – Hearing protection must be worn when loud machinery (>85dBA) is in operation at the site such as heavy machinery operation, grinding, cutting, etc. per

OSHA CFR 1926.101.

K. Work Practices - Although OSHA regulations and the Contractor's Safety Plan will usually apply, the RE may consider certain work practices to be unsafe in accordance with Public Law 91-596, Part 5a and 5b. The RE may stop any operation which is in violation of the OSHA standards or fails to comply with the safety plan or other safe work practices.

L. Designated Foreman - When any construction activity is conducted at the site, the presence of a designated, competent contractor’s foreman is required at the job site. The foreman must be qualified and capable of organizing and coordinating all activities of the Contractor and his subcontractors, and keeping a safe job site.

M. Work Force - The Contractor shall at all times, when construction activities are conducted, have a substantial number of workers for each task to proceed expeditiously and without generating delay, for lack of man-power.

2.0 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

2.1 MATERIAL DELIVERIES

All material deliveries made under this contract shall be arranged for delivery to the Contractor's material staging area. This area shall be located as determined at the pre-construction conference. Materials shall be delivered to the jobsite in the manufacturer’s original unopened packages, clearly marked with the manufacturer’s name, brand name, and description of contents. Time limited materials shall be used before shelf life expires.

Materials shall be stored in a clean, dry area. Storage temperatures shall be as specified by the manufacturer. These materials shall be kept dry and clean until application.

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2.2 STORAGE AND PROTECTION

The Contractor, through the RE, shall secure from FAA all necessary clearances for storage areas on site, including any time limitations upon the use of such areas. The storage and protection of Contractor material shall be the sole responsibility of the Contractor. The Contractor shall provide at his/her own expense all fencing, shelters and security personnel as may be necessary for the protection of the material and equipment, including in the case of inclement weather.

2.3 PERTINENT INFORMATION

Any pertinent information listed about the contractor-furnished material and equipment shall be submitted to the RE.

3.1 CONTRACTOR USE OF PREMISES

A. Use of the Site - Do not disturb portions of the site beyond the areas in which work is required.

B. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Government, the Government’s employees, and emergency vehicles at all time. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

END OF SECTION