6973GH-22-R-00181_Attachment 01_ GYR-DVT ATCT Carpet SOW.pdf

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

SOUTHWEST REGION

CONSTRUCTION SPECIFICATION

Goodyear (GYR) ATCT and Deer Valley (DVT) ATCT

November 2021

The following specifications and advisements constitute the working portion of the contract between the Contractor and the Federal Aviation Administration, an Agency of the Federal Government. The Contracting Officer (CO) assigned to this contract shall be the only individual with authority to speak for and contractually bind the FAA.

All communications, authorizations, approvals, changes, modifications, etc. involving this contract shall be with and through the CO. Any action not approved by the CO shall not bind the FAA.

Contracting Officers Technical Representative (COR) - The Contracting Officer (CO) will assign a Contracting Officers Technical Representative (COR) to oversee the work on the project and act as a technical point of contact. A letter stating the COR’s responsibilities and authority will be issued when a COR is assigned.

Project Location - Project locations are at the Air Traffic Control Tower buildings at 1658 S Litchfield Rd, Goodyear, AZ and 702 Deer Valley Road, Phoenix, AZ.

SECTION 1 GENERAL REQUIREMENTS

General: These specifications cover the requirements of the Federal Aviation Administration, hereinafter referred to as the Government or FAA, for all work associated with the construction required to replace carpeting within select areas of the Air Traffic Control Tower.

Length of Contract: The total contract time for this project shall not exceed 30 calendar days.

Work Hours: Most work shall be performed between 7:00 a.m. and 5:00 p.m., five days per week, “Monday through Friday,” except that no work shall be performed on Federal Holidays. Some selected areas, such as the control tower cab, must be accomplished after 9:00 pm or weekends. All work schedules shall be coordinated with the COR.

Contractor’s Schedule: The Contractor shall prepare a written schedule of his proposed work listing daily work accomplishments and submit it to the FAA Contracting Officer before starting work. The schedule shall contain all major items of work with relative dates of starting and completion.

Weather Delay: The Contractor shall obtain the approval of the COR each day prior to beginning the next day’s work activity. The COR may suspend all work activity in the event that outdoor weather conditions pose a threat of damage to equipment or the building interior.

Site Access and Security: Access to the site shall be determined by the COR through coordination with SSC personnel and will be given to the Contractor at the Pre- Construction Meeting. The Contractor shall maintain the security integrity of the ATCT building at all times. The Contractor will be escorted at all times and badging will not be required.

Contractors’ Use of Premises: Contractor shall work in conjunction with the operations of the facility within the construction staging area limits for the execution of the work. The Contractor and subcontractors shall maintain the job site in a neat and orderly condition.

Damage to Site: Damage to existing buildings, grounds, drainage, paving, or utilities, caused by the Contractor’s activities, or that of his employees or subcontractors shall be repaired to their pre-construction condition. The Contractor shall pay all costs of repairs.

After notice to proceed and prior to the commencement of construction, the Contractor and

COR shall conduct joint inspections of the existing areas affected by the construction.

Existing damage or defects shall be noted and will be used as the basis for determination of damages caused by the Contractor’s operations. The Contractor shall clean work and non-work areas of any material, which falls from equipment.

Pre-construction Conference - The Contractor shall attend a pre-construction conference at the time and location specified by the COR. Requirements for material disposal, security and safety will be discussed. Use of facility restrooms, water, and power will also be discussed. Compliance with these procedures while on site is mandatory.

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

Inspection

1. Access for Inspection - The Contractor shall allow the COR complete access to all portions of the work. Work obscured before inspection and acceptance by the COR, may, at the option of the COR be opened for inspection at no additional cost to Government. The COR 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 COR 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 COR 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.

Project Coordination - The Contractor shall be required to coordinate his/her construction activities with the FAA through the COR. All work which affects the facility shall be coordinated and approved by FAA personnel through the COR at least forty-eight (48) hours in advance of the scheduled work. Failure to notify approval may result in a rescheduling of the work.

Layout of Work - The Contractor shall field verify measurements and work from the established base lines indicated on the drawings and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his/her own expense, all 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.

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.

Stop Work Orders - When the Contractor or subcontractors are notified by the COR of any noncompliance 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 COR 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 COR, 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.

Waste Disposal - The Contractor shall provide on-site containers for the collection of 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 hazardous wastes will be submitted to the COR.

Cleanup - The work site shall be kept clean and orderly during the progress of work. All debris shall be removed from the general site area.

Warranties - Documentation for the warranties shall be provided to the government upon completion of the project. A one year warranty for all installation defects is the minimum requirement.

SAFETY

OSHA and FAA safety standards will be enforced. In keeping with such standards, the Contractor shall, at a minimum, provide:

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.

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 COR may request documentation or other evidence of training at any time. Personnel without adequate training will be prohibited from using such equipment.

Safety Data Sheets - The Contractor shall have Safety Data Sheets (SDS) conforming to Federal Standard 313A, 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.

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.

Work Practices - Although OSHA regulations and the Contractor's Safety Plan will usually apply, the COR may consider certain work practices to be unsafe in accordance with Public Law 91-596, Part 5a and 5b. The COR 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.

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.

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.

SECTION 2 SCOPE OF WORK

The following items of work shall be completed:

1. Remove existing carpet, pad, and mastic in selected areas.

2. Install new carpet squares with 4 inch vinyl cove base. Colors shall be selected by

FAA.

3. Carpet in the CAB and equipment areas shall be electrostatic dissipative carpet applied with ESD adhesives and installed with copper grounding straps.

4. Install vinyl composite tile on stairs and risers. Vinyl stair nosing shall be applied to each stair. Tile/nose molding shall be selected by FAA.

5. Contractor will be responsible for moving furniture to facilitate carpet removal and replacement following installation of new carpet/tile.

6. 10 spare carpet tiles and 20 spare VCT shall be included.

Goodyear ATCT contains approximately 1336 square feet. Deer Valley ATCT contains approximately 2530 square feet. Contractor shall verify square footage and delineate carpet from vinyl tile during site visit.

SECTION 3 FAA TO COORDINATE FACILITY WORK

This is an operating FAA facility that cannot be shut down during the work. It is vital to the national airspace system. The Contractor shall perform the work with the facility in service.

SECTION 4 CARPET

Product Data: For each type of product indicated. Include manufacturer's written data on physical characteristics, durability, and fade resistance. Include installation recommendations for each type of substrate.

Submittal: For each of the following products and for each color and texture required.

Label each Sample with manufacturer's name, material description, color, pattern, and designation.

1. Carpet Tile: Full-size sample. Administrative carpet.

2. Cove base: 12-inch long

Maintenance Data: For carpet tiles to include in maintenance manuals. Include the following:

1. Methods for maintaining carpet tile, including cleaning and stain-removal products and procedures and manufacturer's recommended maintenance schedule.

2. Precautions for cleaning materials and methods that could be detrimental to carpet tile.

QUALITY ASSURANCE

Installer Qualifications: An experienced installer who is certified by the Floor Covering Installation Board or who can demonstrate compliance with its certification program requirements.

PROJECT CONDITIONS

Environmental Limitations: Do not install carpet tiles until wet work in spaces is complete and dry, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use.

Do not install carpet tiles over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive and concrete slabs have pH range recommended by carpet tile manufacturer.

WARRANTY

Special Warranty for Carpet Tiles: Manufacturer's standard form in which manufacturer agrees to repair or replace components of carpet tile installation that fail in materials or workmanship within specified warranty period.

1. Warranty does not include deterioration or failure of carpet tile due to unusual traffic, failure of substrate, vandalism, or abuse.

2. Failures include, but are not limited to, more than 10 percent loss of face fiber, edge raveling, snags, runs, loss of tuft bind strength, dimensional stability, excess static discharge, and delamination.

3. Warranty Period: 10 years from date of Substantial Completion.

EXTRA MATERIALS

Furnish extra materials described below, before installation begins, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

CARPET TILE

Primary Backing/ Back coating: Manufacturer's standard composite materials

Secondary Backing: Manufacturer's standard material

Size: 24 inches by 24 inches

Applied Soil-Resistance Treatment: Manufacturer's standard

Antimicrobial Treatment: Manufacturer's standard material

Performance Characteristics:

1. Dry Breaking Strength: Not less than 100 lbf per ASTM D 2646.

2. Tuft Bind: Not less than 15 pounds for loop pile and 6 pounds for cut pile per

ASTM D 1335.

3. Delamination: ASTM D 3936.

4. Dimensional Tolerance: Within I / 3 2 inch of specified size dimensions, as determined by physical measurement.

5. Dimensional Stability: 0.2 percent or less per ISO 2551 (Aachen Test).

6. Resistance to Insects: Comply with AATCC 24.

7. Noise Reduction Coefficient (NRC): per ASTM C 423.

8. Colorfastness to Crocking: Not less than 4, wet and dry, per AATCC 165.

9. Colorfastness to Light: AATCC 16, Option E.

Performance Characteristics for Level 3 static protection carpeting:

Electrostatic Propensity ESD STM 97.2 (w/Conductive Footwear) — Less than 20 Volts AATCC 134-06 (w/o Conductive Footwear) — Less than 0.4 kV (400 Volts)

Electrical Resistance

ESD S7.1/NFPA 99 Resistive/Resistance Characterization of Materials: RTT Six or More Measured in Ohms, 2.5 x 104 Minimum, 1.0 x 108 Maximum. RTG Six or More Readings from Surface to Groundable Point. Tested with an Applied Voltage of 100V. Measured in Ohms, 2.5 x 104 Minimum, 1.0 x 108 Maximum

Static Dissipative: 1.0 x 106 Min., 1.0 x 109 Max. Ohms

Electrical Resistance / Voltage Test Footwear/Flooring System per ANSI/ESD S20.20 - 2014, Compliant when Using Approved Conductive Footwear. Results within Required Limits: < 1 x 109 Ohms and < 100 Volts

D.O.D. HDBK263A, Section 40.1.2: Meets Recommended Guidelines for Sensitive ESD Devices, Class 1

FAA-STD-019e, Motorola R56 and ATIS-0600321.2010 compliant

Roller Caster Electrical Test (CET) Assessment: After 100,000 Chair Caster Cycles There was No Appreciable Change in Conductivity or Electrical Performance. Lab Data Available on Request

Ground Path: Ground Strip or RTG Connector Kit

Grounding Frequency 1 per 1,000 Square Feet

Adhesive Requirement Conductive Releasable Adhesive for Carpet Tile: 1.0 x 106 Ohms

RTT

INSTALLATION ACCESSORIES

A. Trowel able Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer.

B. Adhesives: Water-resistant, mildew-resistant, non-staining, pressure-sensitive type to suit products and subfloor conditions indicated, that complies with flammability requirements for installed carpet tile and is recommended by carpet tile manufacturer for releasable installation.

EXECUTION

Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for maximum moisture content, alkalinity range, installation tolerances, and other conditions affecting carpet tile performance. Examine carpet tile for type, color, pattern, and potential defects.

Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following:

a. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by carpet tile manufacturer.

b. Subfloor finishes comply with requirements specified in Section 03 30 00 "Cast-in-Place Concrete" for slabs receiving carpet tile.

c. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits.

PREPARATION

General: Comply with CRI 10 4, Section 6.2, "Site Conditions; Floor Preparation," and with carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile installation.

Use trowel able leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, depressions, and protrusions in substrates. Fill or level cracks, holes and depressions 1/8 inch wide or wider and protrusions more than 1/32 inch, unless more stringent requirements are required by manufacturer's written instructions.

Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using solvents. Use mechanical methods recommended in writing by carpet tile manufacturer.

Broom and vacuum clean substrates to be covered immediately before installing carpet tile.

INSTALLATION

A. General: Carpet tile manufacturer's written installation instructions.

B. Installation Method: As recommended in writing by carpet tile manufacturer

C. Maintain dye lot integrity. Do not mix dye lots in same area.

D. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet tile manufacturer.

E. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings.

F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on finish flooring as marked on subfloor. Use non-permanent, non-staining marking device.

G. Install pattern parallel to walls and borders.

CLEANING AND PROTECTION

Perform the following operations immediately after installing carpet tile:

1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner recommended by carpet tile manufacturer.

2. Remove yarns that protrude from carpet tile surface.

3. Vacuum carpet tile using commercial machine with face-beater element.

Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer.

SECTION 5 RESILIENT TILE FLOORING

SUBMITTALS

A. Product Data: Manufacturer's specifications, and surface preparation and installation instructions, for each material specified except primer.

B. Samples:

1. Resilient Tile: Full size, each type, size, and color required.

2. Base: 12-inch long sections, each type, size, and color required.

3. Edge Strips: 12-inch long sections, each type and color required.

4. Color Samples: Manufacturer's standard colors, patterns, and textures.

C. Quality Control Submittals:

1. Certificates: Certificates required under Quality Assurance Article.

D. Contract Closeout Submittals:

1. Maintenance Data: Deliver two copies covering the installed products, to the

Director's Representative.

QUALITY ASSURANCE

A. Compatibility of Materials: For each type of tile specified, furnish associated materials made by or recommended by the tile manufacturer.

B. Certifications: Furnish certification from flooring installer that the substrate surfaces have been examined and are acceptable for installation of the Work of this Section.

PROJECT CONDITIONS

A. Environmental Requirements: Continuously heat spaces to receive flooring to a temperature of 68 degrees F for at least 48 hours prior to flooring installation, during the installation, and for 48 hours after installation.

B. Environmental Requirements: Arrange thru the Director's Representative for having the temperature in the spaces to receive flooring maintained at 68 degrees F for 48 hours prior to flooring installation, during the installation, and for 48 hours after installation.

C. Condition flooring materials by placing them in the spaces where they will be installed for at least 48 hours prior to installation.

MAINTENANCE

A. Extra Materials:

1. Furnish extra tile of each type and color of tile required. The extra tile shall be from the same run and lot number as the installed tile.

2. Place extra materials in storage at the site where directed.

MATERIALS

A. Vinyl Composition Tile: FS SS-T-312, Type IV, Composition 1; 12 x 12 inch size, 1/8 inch gage.

B Vinyl Base: FS SS-W-40, Type II; 4 inches high, 0.080-inch gage, with matching preformed external corner units.

1. Style: Cove wall base with standard toe.

2. Style: Straight wall base without cove.

3. Adhesive and Filler/Wall Patch: As recommended by the base manufacturer for the type of substrate indicated.

C. Metal Edge Strips: Extruded aluminum, mill finish; butt type for concealed anchorage;

countersunk stainless steel fasteners, with anchors suitable for type of subfloor indicated.

D Resilient Edge Strips: Homogeneous vinyl; not less than one inch wide, 1/8 inch gage;

tapered bullnose edge.

1. Color/Pattern: Matching floor tile.

E Resilient Feature Strips: Same material composition and gage as adjoining floor tile.

Size and color/pattern shall be as shown on the Drawings.

F. Underlayment:

1. Mastic Type: Latex underlayment or other mastic underlayment recommended by flooring material manufacturer for the type of substrate indicated.

2. Felt: No. 15 asphalt saturated felt.

G. Primer for Porous or Dusty Concrete: Tile adhesive manufacturer's recommended primer for preparation of porous or dusty concrete.

H Tile Adhesive: Water resistant, formulated for application on type of subfloor indicated, and recommended by the tile manufacturer.

I Floor Finish: FS P-W-155; heavy traffic water emulsion floor wax, minimum 16 percent total solids.

EXAMINATION

A. Verification of Conditions:

1. Examine substrate surfaces to receive the Work of this Section for defects that will adversely affect the execution and quality of the Work. Do not proceed until unsatisfactory conditions are corrected, and installer's substrate surface acceptability certification has been acknowledged by the Director's Representative.

a. Concrete Subfloor Bond Tests: Check for surface moisture and coatings on concrete subfloor by bond tests as recommended by the tile manufacturer.

2. Do not install the Work of this Section until after all other finishing operations, including painting, have been completed unless otherwise indicated or directed by the Director's Representative.

a. Where movable partitions are indicated, install flooring before partitions are erected without interrupting floor pattern.

SURFACE PREPARATION

A. Unless otherwise specified, follow the materials manufacturers' written instructions.

B. Remove dirt, grease, oil, paint, varnish, wax, sealers, and other contaminants that may impair the full bonding of the materials.

C. Concrete Subfloor:

1. Remove trowel marks or other projections by grinding or sanding.

2. Level uneven surfaces with smooth troweling of mastic underlayment. Follow underlayment manufacturer's application and curing instructions.

3. Provide a substrate surface with not more than 1/8 inch in 10'-0" variation from level or required slope.

4. If recommended by flooring material manufacturer, treat porous and dusty concrete with primer after vacuum cleaning the surface. Apply primer at the rate recommended by the primer manufacturer.

D. Wood Strip Subfloor:

1. Renail loose boards. Remove broken and rotted boards and provide replacement boards.

2. Remove surface irregularities such as cups and warps by sanding.

3. Vacuum clean the entire subfloor.

4. If recommended by flooring material manufacturer, apply felt underlayment to the entire subfloor, at right angles to the direction of the boards, with tight butt joints. Fit felt to the floor area. Fully cement the felt with linoleum paste or other approved adhesive. Press felt with a heavy roller to attain full adhesion and eliminate trapped air and voids.

E. Immediately before application of the flooring adhesive, vacuum clean the prepared subfloor surface.

INSTALLATION

A. Install the flooring from center marks established with principal walls; lay out the tile field and adjust to avoid use of cut units less than one-half tile wide at perimeters.

Match tile units for color and pattern by using the tile in manufactured and packaged sequence.

1. Lay all tile units with grain running in the same direction.

B. Install tile units in adhesive bed in compliance with manufacturer's printed instructions.

Butt tile units tightly to vertical surfaces, thresholds, nosings, and edgings. Scribe tile around obstructions and openings as necessary to produce neat joints. Install tile evenly in straight, parallel lines. Extend tile into toe spaces, door reveals, closets and other similar openings.

C. Install tile on pan type access cover plates for electrical and telephone ducts and other such items that occur within finished resilient tile floor areas. Maintain color and pattern continuity with tile installed on such areas.

D. Install resilient edge strips at unprotected edges of flooring, unless otherwise indicated.

E. Install metal edge strips where indicated. Securely fasten in place.

F. Install resilient base in compliance with manufacturer's printed instructions. Install base on walls, partitions, columns, and permanent fixtures unless otherwise indicated.

Install base in as long lengths as practicable, with preformed external corner units.

Miter internal corners. Scribe and fit base to doorframes and other interruptions.

1. On masonry and other irregular surfaces, fill voids behind base with filler/wall patch.

G. Install stair-covering materials in compliance with manufacturer's printed instructions.

Treads, risers, and nosings shall be installed in one piece per step. Closely fit each piece, and adhere over entire substrate surface. Closely fit skirting to stair and stringer profile.

1. Fill voids and open spaces at the nosing between the stair tread and stair substrate with void filler.

CLEANING

A. Remove any excess adhesive and other surface soiling from face of installed materials with cleaning agents recommended by the manufacturer of the material being cleaned.

PROTECTION

A. Protect installed flooring from traffic and damage. Apply non-staining kraft paper covering where necessary. Maintain covering until directed to remove it by the Director's Representative.

FINISHING

A. Prior to the final inspection, when directed by the Director's Representative, thoroughly clean tile floors and accessories. Apply two coats of floor finish and buff to finish.

Comply with the tile manufacturers recommended cleaning, finishing, and buffing procedures.

SECTION 6 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.

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.

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

SECTION 1 GENERAL REQUIREMENTS