6973GH-22-R-00181_Attachment 01_ Rev.1_GYR-DVT ATCT Carpet SOW.pdf

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

SOUTHWEST REGION

CONSTRUCTION SPECIFICATION

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

Revised July 2022

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 45 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 for GYR and after midnight for DVT until 6 am 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. Properly remove and dispose of ACM in accordance with Section 7 (GYR ATCT only).

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

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

FAA.

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

5. 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.

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

7. 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 pre-bid 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

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

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 7 GOODYEAR ATCT ASBESTOS ABATEMENT

PLAN

PART 1.0 - GENERAL

This section only applies to Goodyear (GYR) ATCT. The contractor is to review the Asbestos O&M Plan, dated January 23, 2018 which details type of ACM survey data summary.

1.1 SUMMARY OF WORK.

The licensed Asbestos Abatement Contractor, referred to as the “Contractor” herein, shall furnish all labor, materials, and equipment, and perform all work required to properly remove and dispose of

Asbestos Containing Materials (ACM) as specified in this [Statement of Work (SOW)/specification].

The work shall comply with applicable Federal, state, and local regulations, including OSHA (29 CFR

1926 and 29 CFR 1910), EPA NESHAP (40 CFR Part 61), EPA AHERA (40 CFR Part 763), EPA’s

Worker Protection Rules, and FAA policies. Where conflicts exist between the contents of this

[SOW/specification] and applicable regulations, the most stringent requirement(s) shall apply. Any actions taken by the Contractor without obtaining guidance from the FAA Contracting Officer (CO) will become the sole risk and responsibility of the Contractor. All costs incurred due to such action will be the responsibility of the Contractor.

A brief description of the facilities, ACM, and estimated quantities to be abated is attached to this SOW.

These quantities are for informational purposes only and are based on the best information available at the time of the [SOW/specification]. The Contractor must verify the actual quantities to be abated prior to the start of the project. The asbestos abatement project consists of the following:

A. The Contractor shall properly remove and dispose of ACM in accordance with this SOW.

B. The Contractor shall develop an Asbestos Abatement Plan. See Section 1.5 for details.

C. The FAA Contractor’s Officer Technical Representative/Resident Engineer (COTR/RE) will be onsite during the project. The FAA will also retain a third party consulting firm, referred to as the

Third Party Air Monitor (TPAM) herein, to provide technical consultation and air sampling before, during, and after the project. The Contractor and Contractor's personnel must fully cooperate with the FAA COR/RE and TPAM.

D. The Contractor shall attend and participate in onsite meetings, such as the pre-bid and pre-construction meeting as required throughout the project.

E. The Contractor shall be responsible for the continuous protection of this facility and its employees and will immediately notify the COTR/RE in the event of unsafe conditions or acts created by the work. The Contractor shall coordinate all abatement activities with the COTR/RE in order to prevent disruption of operations at the facility. The Contractor will comply with all FAA risk management policies and procedures during the project.

F. The FAA will occupy the facility during abatement activities. The Contractor shall perform all work so as not to interfere with FAA operations. The Contractor shall provide access to equipment remaining in service and construct enclosures in a manner that allows travel routes for FAA personnel and moving of equipment.

G. The Contractor is responsible for ensuring that his/her employees and all subcontractors comply with the contents of this [SOW/specification] and applicable regulatory requirements for the duration of the work, including the project Facility Asbestos Abatement Contingency Plan (FAACP).

H. Contractor access will be limited to those areas necessary for completion of asbestos abatement work and allowed by the FAA. Construction planning meetings shall be held at least one time per week to discuss other projects that could adversely impact the asbestos abatement project.

I. Risk Management: TSSC/Contractor shall complete all forms and requirements for

IRMC and Operational Risk Management (ORM) protocols, where required. All required preconstruction checklists shall be completed prior to the commencement of work.

1.2 REFERENCES. The publications listed below (latest versions) form a part of this specification to the extent referenced.

A. American National Standards Institute (ANSI).

1. ANSI Z9.2 Fundamentals Governing the Design and Operation of Local Exhaust Systems

2. ANSI Z87.1 Occupational and Educational Eye and Face Protection

3. ANSI Z88.2 Respiratory Protection

B. United States Occupational Safety and Health Administration (OSHA)

1. 29 CFR 1910, Occupational Safety and Health Standards

2. 29 CFR 1926, Safety and Health Regulations for Construction

3. 42 CFR 84, Respiratory Protective Devices

C. Compressed Gas Association (CGA).

1. CGA G-7 Compressed Air for Human Respiration

2. CGA G-7.1 Commodity Specification for Air

D. United States Environmental Protection Agency (USEPA).

1. 40 CFR 61, National Emission Standards for Hazardous Air Pollutants

2. 40 CFR 763, Asbestos Hazard Emergency Response Act

E. Department of Transportation (DOT)

1. Title 49 CFR 100 - 185 – Transportation

F. National Fire Protection Association (NFPA).

1. NFPA 70, National Electrical Code

2. NFPA 701, Methods of Fire Test for Flame-Resistant Textiles and Films

G. National Institute for Occupational Safety and Health (NIOSH).

1. NIOSH Manual of Analytical Methods

H. Underwriters Laboratories (UL).

1. UL 586 (1990), High-Efficiency Particulate Air Filter Units

I. Federal Aviation Administration (FAA).

1. FAA orders, such as the current versions of 1050.20B and 3900.19

2. [FAACP]

3. [Other Local Orders]

J. State and Local Laws/Regulations. Note: The designer will list the state, regional or local laws, regulations, and statutes, by authority and document number that apply to the asbestos work to be performed.

1.3 QUALIFICATIONS

A. Asbestos Abatement Contractor. The asbestos abatement contractor shall be licensed by the state(s) where the abatement project will be performed, possess at least 5 years of asbestos abatement experience, have not been cited and penalized for serious violations of Federal (and state as applicable) EPA and OSHA asbestos regulations in the past three years, and have adequate liability/occurrence insurance for asbestos work. Additional requirements are provided in this

[SOW/specification].

B. Competent Person. Contractor's full-time onsite supervisor is designated as, and is trained and qualified to be, a competent person/supervisor for Class I and II asbestos abatement in accordance with 29 CFR 1926 and possess at least three years experience in the administration and supervision of asbestos abatement projects. This designated competent person/onsite supervisor shall be responsible for ensuring compliance with applicable Federal, state and local requirements, the

Contractor's SHAPP, and the Asbestos Abatement Plan.

C. Abatement Workers. Shall be trained and licensed as required by Federal, state, and local regulations. Additional requirements are provided in this [SOW/specification].

D. Landfill(s) and Transporter(s). Landfill(s) and transporters must be approved and licensed for asbestos disposal by the [USEPA] [and] [state] [and] [local] regulatory agencies.

1.4 SCHEDULE OF WORK. Work shall be performed during off work hours. Local management shall approve the work schedule. Alternative work schedules, including weekends and holidays, shall be approved by local management. GYR ATCT is operational during the hours of 0600 am to 0900 pm, therefore work will only be allowed after 0900 pm to 0600 am.

1.5 ASBESTOS ABATEMENT PLAN. The Asbestos Abatement Plan is a detailed plan of the response actions to be taken and the work and control procedures to be used in the abatement of the ACM. The plan shall take into consideration all the individual ACM abatement work tasks as summarized in this

[SOW/specification] and other supporting documents. The plan shall be prepared by, signed, sealed, and dated by the Contractor's CIH or AHERA Project Designer. The plan must be approved by the FAA before work commences. The plan shall include, but not be limited to, the following items:

A. Detailed project drawings that include the locations and boundaries of asbestos regulated areas, clean rooms, local exhaust ventilation equipment, decontamination and load-out units, load-out path to other temporary waste facilities, access tunnels, critical barriers, and location of temporary utilities

(electrical, water, sewer).

B. The type of material(s) to be removed and the approximate quantity.

C. Materials and equipment to be used on the project. Materials and equipment shall comply with

Federal, state, and local regulations.

D. Interface of trades involved in the construction and sequencing of asbestos related work.

E. Type of wetting agent and asbestos encapsulant to be used.

F. Contractor’s personal air monitoring strategies for their employees.

G. A detailed description of the method to be employed in order to control the spread of ACM wastes and airborne fiber concentrations.

H. The specific security procedures to be used for all asbestos regulated work areas and critical equipment.

I. A schedule for turning off and sealing existing HVAC systems. All efforts shall be made to keep facility HVAC systems out of the regulated area(s).

J. A description of the abatement methods and work practices to be used for each type of material and personal protective equipment to be worn by employees.

K. Personal hygiene and decontamination procedures, including associated equipment and materials.

L. Labeling procedures, including descriptions of warning signs and labels to be used.

M. A description of the local exhaust ventilation systems to be used and air change calculations.

N. A description of the method to be used to transport waste material, including the name address, phone number, contact, EPA licenses, and certificates of insurance for the transporter.

O. Location and details of the EPA [state]-approved landfill (name, POC, address, phone number, EPA

[state] license or permit).

P. A project schedule in time line format.

1.6 PERMITS AND NOTIFICATIONS. Note: Verify who is responsible for submitting required notifications, whether the city, county, state, and/or USEPA has jurisdiction and whether a license or permit is required. The Contractor shall obtain all necessary permits and licenses in conjunction with the anticipated asbestos abatement, transportation and disposal actions, and timely notification furnished of such actions as required by Federal, state, and local authorities and as otherwise specified herein. This may include, but not limited to, the following:

A. Required 10-day advance notification in accordance with 40 CFR Part 61, Subpart M [and state/local requirements].

B. State worker and supervisor licenses for Contractor personnel who will perform work on this contract.

C. The current permit for the disposal facility that will accept all asbestos waste generated as part of this contract.

D. The written notification provided to any rental company concerning the intended use of rental equipment, the possibility of asbestos contamination, and the decontamination procedures that will be used prior to the return of the equipment.

E. A list of subcontractors that will be used by the Contractor during the project, including their qualifications and copies of licenses and permits.

F. [Additional permits, licenses, and notifications as applicable].

1.7 REPORTS AND RECORDS.

A. Asbestos waste disposal record report. The Contractor shall maintain final completed copies of the

Waste Shipment Record for all shipments of waste material as specified in 40 CFR 61, Subpart M and other required state waste manifest shipment records as specified herein. Detailed information of all asbestos waste disposals shall be documented on the mandatory waste shipment manifest form.

Copies will be provided to the FAA.

B. Entry/Exit Log. The Contractor shall maintain a Site Entry/Exit Log. The log shall be made available to the COTR/RE throughout the course of the project.

1.8 SUBMITTALS. NOTE: Submittals must be limited to those necessary for adequate quality control.

The importance of an item in the project should be one of the primary factors in determining if a submittal for the item should be required. The number and distribution of submittal copies may be determined per local requirements.

A. Training. Prior to the start of abatement activity, all personnel must be trained in accordance with

OSHA 29 CFR 1926.1101 (k)(9) and any additional state/local requirements. Training must include, at a minimum, the elements listed at 29 CFR 1926.1101 (k)(9)(viii). Training must have been conducted by a third party, EPA/state approved trainer meeting the requirements of EPA 40 CFR

763, Subpart E, Appendix C (ASHARA MAP). Current refresher training certificates and accreditation proof must be submitted for each person working at the site. Provide to the

[CO][COTR/RE], at least [30] days prior to the start of work, the most recent asbestos training certificates and documentation of project specific training for all on-site workers and supervisors/competent persons who will perform work on this contract.

B. Hazard Communication (HAZCOM) Program. A HAZCOM Program shall be established and implemented in accordance with 29 CFR 1926.59. Copies of Safety Data Sheets for hazardous chemicals brought onsite by the Contractor and subcontractors shall be attached to the written

HAZCOM Program. The FAA has the option of disallowing the use of products/chemicals due to high toxicity, objectionable odors, and when more suitable substitutes are available. Provide a copy of the HAZCOM program to the [CO][COTR/RE] at least [30] days prior to performing any work under this contract.

C. Respiratory Protection Program (RPP). The Contractor shall have a written RPP in place per 29

CFR 1926.1101, 29 CFR 1910.134, ANSI Z88.2, CGA G-7 and CGA G-7.1. NO. 12. Provide a copy of the RPP to the [CO][COTR/RE] at least [30] days prior to performing any work under this contract.

D. Safety, Health, and Accident Prevention Plan (SHAPP). The Contractor shall prepare a SHAPP for all work that will be performed under this contract. The SHAPP shall be approved, in writing, by the Contractor’s CIH. Provide a copy of the SHAPP to the [CO][COTR/RE] at least [30] days prior to the start of work.

E. Asbestos Abatement Plan. Provide a copy of the Asbestos Abatement Plan to the [CO][COTR/RE] at least [30] days prior to the start of work. The plan must be approved by the FAA prior to the start of work.

F. Permits, Licenses, and Notifications. Provide copies of all permits, licenses, and notifications required by Federal, state, and local regulations and this statement of work to the [CO][COTR] prior to the start of work.

G. Materials and Equipment. The following items shall be provided to the [CO][COTR/RE] at least

[30] days prior to the start of work.

1. A manufacturer’s catalog for all materials and equipment to be used in the work, including brand name, model, capacity, performance characteristics, and any other pertinent information.

2. Manufacturer's certifications showing compliance with ANSI Z9.2 for vacuums, water filtration equipment, ventilation equipment, and other equipment required to contain airborne asbestos fibers.

H. Reports.

1. Provide Asbestos Waste Shipment Records to the COTR/RE within [3] days after delivery of

ACM to the landfill.

2. A copy of the Site Entry/Exit Log shall be submitted to the COTR/RE at project closeout.

I. Insurance. The Contractor shall provide original certificates of insurance listing the FAA as the certificate holder to the CO with the bid. Evidence of renewal of policies shall be furnished no later than 5 calendar days prior to expiration.

J. Emergency Plan Procedures. The contractor shall submit plans that include emergency procedures, evacuation egress points within the containment, emergency response phone numbers (medical and primary personnel), and other vital information.

1.9 PERSONAL PROTECTIVE EQUIPMENT (PPE). The selection and use of the PPE shall comply with Federal, state, and local regulations and be in accordance with the Contractor’s Asbestos Abatement

Plan. Respiratory protection worn shall be in accordance with the Contractor’s RPP and approved by the

Contractor’s CIH. Respirators shall be selected and used in accordance with manufacturer’s recommendations and approved for use in environments containing airborne asbestos fibers in accordance with applicable regulations.

1.10 DECONTAMINATION UNIT, LOAD OUT UNIT, AND ACCESS TUNNEL. The decontamination

[and] [load out] unit [and] [access tunnel] shall meet the requirements 29 CFR 1926.1101(j).

Prefabricated units shall not be used without prior acceptance by the COTR/RE.

1.11 LOCAL EXHAUST SYSTEM. A local exhaust system shall be provided in the asbestos regulated work area in accordance with ANSI Z9.2 and 29 CFR 1926. The system will provide at least 4 air changes per hour inside of the containment. The calculations for the air changes will be available upon request to the TPAM for inspection. At least one redundant negative air unit for every four in use

(minimum one redundant unit) shall be on site, to be utilized in the event of equipment failure. The local exhaust system shall exhaust filtered air outside the building and away from any public access or ventilation system intakes. Any deviations from these requirements will require written acceptance from the RE/COTR. The local exhaust system shall be operated 24 hours per day, until the asbestos regulated containment area is removed and shall be leak proof to the filter and equipped with HEPA filters. Local exhaust equipment shall be sufficient to maintain a pressure differential between minus 0.02 inch of water column and minus 0.05 inch of water relative to adjacent, unsealed areas. The COTR/RE and

TPAM must approve pressure differentials greater than minus 0.05 inch of water column. At no time shall pressure differential exceed minus 0.1 inch of water. The Contractor shall be on call throughout the duration of the project, 24-hours a day, 7-days a week in the event that pressure differential drops to less than 0.02 inch of water. Failure to respond and remedy pressure differential drops may result in back charges to the Contractor for the services rendered from an outside source. In no case shall the building ventilation system be used as the local exhaust system for the asbestos regulated work area. Filters on local exhaust system equipment shall conform to ANSI Z9.2 and UL 586. Filter shall be UL labeled. All pre and secondary filters shall be new at the beginning of the project and periodically changed as necessary and disposed of as ACM waste.

1.12 PRODUCTS AND EQUIPMENT.

A. Vacuums. Vacuums shall be leak proof to the filter, equipped with HEPA filters, be of sufficient capacity, and provide the necessary capture velocity at the nozzle or nozzle attachment to efficiently collect, transport, and retain the ACM waste material. Power tools shall not be used to remove ACM unless the tool is equipped with an effective, integral HEPA-filtered exhaust ventilation capture and collection system or has otherwise been approved for use by the COTR/RE. All residual asbestos shall be removed from reusable tools prior to storage and reuse. Reusable tools shall be thoroughly decontaminated prior to being removed from asbestos regulated work areas.

B. Warning signs and Warning Labels. The Contractor shall ensure that all personnel understand the warning signs. The signs shall comply with Federal, state, and local regulations.

C. Air Monitoring Equipment.