LVJ RTR Specifications.pdf

FEDERAL AVIATION

ADMINISTRATION

REMOTE TRANSMITTER/

RECEIVER (RTR) SITE

PEARLAND REGIONAL AIRPORT

PEARLAND, TEXAS

JON: 1219SW0715

AUG 2020

FEDERAL AVIATION ADMINISTRATION

SOUTHWEST REGION

TABLE OF CONTENTS

for

Remote Transmitter Receiver (RTR) Site Pearland Regional Airport

Pearland, Texas

Section Title

TOC-1

DIVISION 1 GENERAL REQUIREMENTS

Section 01010 - Summary of Work Section 01030 - Special Provisions Section 01040 - Project Administration Section 01041 - Job Management Section 01060 - Regulatory Requirements Section 01080 - Identification Systems Section 01090 - Reference Standards Section 01300 - Submittals Section 01400 - Quality Control Section 01510 - Temporary Facilities Section 01700 - Contract Closeout Section 01710 - Cleaning

DIVISION 2 SITEWORK

Section 02100 - Site Preparation Section 02200 - Earthwork Section 02221 - Excavating, Backfilling and Compacting for Structures Section 02223 - Aggregate Fill Classifications Section 02224 - Earth Fill Classifications Section 02225 - Excavating, Backfilling and Compacting for Utilities Section 02226 - Trench Safety Section 02233 - Flexible Base Section 02713 - Recycled Crushed Concrete Base Course

TOC-2

DIVISION 3 CONCRETE

Section 03100 - Concrete Formwork Section 03200 - Concrete Reinforcement Section 03300 - Cast-in-Place Concrete

DIVISION 4 MASONRY [NOT USED]

Section 04010 - Masonry

DIVISION 5 METALS

Section 05500 - Miscellaneous Metals

DIVISION 6 WOODS AND PLASTIC

Section 06101 - Carpentry Section 06200 - Prefabricated Wood Trusses Section 06300- Wood Treatment

DIVISION 7 THERMAL AND MOISTURE PROTECTION

Section 07201 - Thermal Insulation Section 07410 - Metal Siding System Section 07600 - Flashing and Sheetmetal Section 07610 - Metal Roof System Section 07921 - Caulking and Sealants

TOC-3

DIVISION 8 DOORS AND WINDOWS

Section 08110 - Metal Doors and Frames Section 08710 - Finish Hardware

DIVISION 9 FINISHES

Section 09661 - Resilient Flooring Section 09901 - Painting

DIVISION 10 SPECIALTIES [NOT USED]

DIVISION 11 EQUIPMENT

Section 11300 - Access Ladder

DIVISION 12 FURNISHINGS [NOT USED]

DIVISION 13 STRUCTURES

Section 13120 - Pre-Engineered Structures

DIVISION 14 CONVEYING SYSTEMS [NOT USED]

DIVISION 15 MECHANICAL

Section 15010 - General Requirements for Mechanical Work Section 15780 - Air Conditioning Units Section 15935 - Motors and Controllers

DIVISION 16 ELECTRICAL

TOC-4

Section 16010 - General Requirements for Electrical Work Section 16111 - Conduits Section 16114 - Cable Tray Section 16118 - Square Duct Section 16120 - 600 Volt Wire and Cables

Section 16122- Wire Connections and Devices Section 16130 - Outlet Boxes Section 16131 - Terminal Boxes Section 16140 - Wiring Devices Section 16170 - Disconnects Section 16180 - Overcurrent Protective Devices Section 16190 - Supporting Devices Section 16195 - Electrical Identification Section 16450 - Grounding Section 16470 - Panelboards Section 16500 - Lighting Section 16670 - Lightning Protection

APPENDIX TO THE SPECIFICATIONS

Appendix A - Government Furnished Materials Appendix B - List of Drawings

CSA-2608 01010-1

01010 SUMMARY OF WORK

PART 1.00 GENERAL

1.01 WORK INCLUDED:

A. These specifications, along with the accompanying drawings, describe the requirements for the construction of a Remote Transmitter / Receiver (RTR) site at Pearland Regional Airport, Pearland, Texas; including associated building, antenna towers, mechanical work, electrical work, grounding, lightning protection, electrical substructure, electrical installation, coordination with existing utilities, and trenching and grading as indicated by the drawings and specified herein. Contractor can contact the CenterPoint Energy, at

(713) 207-8000 for the latest electrical service utility requirements for hookup at the existing transformer to the meter. Electrical work beyond the electrical meter will be through ductbank system and as shown on plans.

B. Contractor shall furnish all plant, labor, equipment and material, supplies and transportation required to perform the work in strict accordance with the drawings and specifications.

C. The construction site is located at Pearland Regional Airport, Pearland, Texas. This is an active airport and the Contractor shall comply with all procedures, rules and regulations of the airport and the City of Pearland, including limitations on equipment heights, taxiway and runway barricade requirements, traffic control, allowable work hours, and other items which will affect the contractors operations. Refer to "FAA Order 5200.5A - Airport Safety During FAA-Funded Airport Construction and FAA Facilities Maintenance.

D. The construction site is located in an areas having developed construction. Utilities are existing on, or adjacent to the site. Modifications of and extensions to these utilities shall be made by the Contractor as indicated on the drawings.

E. The work consists of providing a 10’x12’ prefabricated concrete building, antenna tower and building foundations, access road, site grading, and utilities/ductbank, lightning protection rod, obstruction light and infrastructure for the site and areas within the Airport Operations Area (AOA). Telecom cable and innerduct shall be provided and installed from end to end service from the equipment room demark of the LVJ ATCT to the new LVJ RTR. Telecom cables shall originate from the ATCT building and end at the RTR site. The installation shall include clearing and pumping manholes, cleaning the required ducts. Providing and installation of innerduct and cables. Underground power shall be installed to provide service to the RTR. Underground power shall be installed to the new RTR facility.

F. FAA and/or Pearland Regional Airport Construction Moratoriums for holiday travel shall be observed for the following dates;

November 23th, 2019 (6:00 PM) – November 30th, 2019 (6:00 AM) December 21th , 2019 (6:00 PM) – January 2nd, 2020 (6:00 AM) No work will be permitted during these dates unless pre-approved by the Resident Engineer or the Contracting Officer.

CSA-2608 01010-2

G. This work shall be accomplished using Specification CSA-2608 and the project drawings listed in Appendix “B” of the specifications.

1.02 RELATED WORK COVERED ELSEWHERE:

Special Provisions Section 01030 Submittals Section 01300 Temporary Facilities Section 01510

1.03 SUBMITTALS: [NOT USED]

1.04 STANDARDS AND REFERENCES:

A. STANDARDS:

All Federal Aviation Administration (FAA), Military, Federal, Industrial and other Standards, Specifications, and Codes referenced in the following Divisions form a part of this specification and are applicable to the extent specified herein.

B. APPLICABLE DRAWINGS:

All civil and electrical drawings form a part of requirements of the construction. Refer to the Index of Drawings, Appendix "B" for a listing of drawings that are applicable to this Project.

1.05 WORK COMPLETION TIME:

Work shall be completed within 180 calendar days of notice to proceed.

1.06 CONSTRUCTION COORDINATION:

Work shall be coordinated with the Resident Engineer, Alliance Airport, FAA Operations and Air Traffic.

PART 2.00 PRODUCTS [NOT USED]

PART 3.00 EXECUTION

3.01 COORDINATION AND REGULATORY AUTHORITY:

The Contractor shall coordinate all contacts with other governing agencies, such as airport authorities, through the FAA's designated Contracting Officer, or the Resident Engineer when such responsibility has been delegated by the Contracting Officer.

END OF SECTION

CSA-2608 01030-1

01030 SPECIAL PROVISIONS

1.01 RELATED WORK COVERED ELSEWHERE:

Site Preparation Section 02100

1.02 JOB CONDITIONS:

A. Contractor is hereby notified that written notification of any planned shut-down of existing utilities which may affect airport, shall be provided 2 weeks in advance of such a shut-down.

1.03 PLANS OF ACTION:

A. The Contractor shall not perform any work which will require shutting down essential services, including electrical power, control power, without an approved Plan of Action.

B. The Plan of Action shall consist of a typewritten report describing the construction necessary, the utilities, piping or other services that will be affected, the length of time that the service or utility will be disturbed, and the procedures to be employed by the Contractor to carry out the work in a timely manner. This plan shall also include action to be taken in the case of emergencies, and an alternate plan that can be employed in the event that the original schedule can not otherwise be met. The Contracting Officer must approve the plan prior to any work being performed.

C. Shutdowns must be approved by the Contracting Officer in all circumstances, and shall be scheduled in a manner to create the minimum amount of interference’s with existing Airport facility operations. When shutdowns are necessary and have been approved by the Contracting Officer, Contractor shall employ additional labor and shall work overtime as necessary to restore the facilities to operation at the earliest possible time.

1.04 PERSONNEL IDENTIFICATION AND TRAINING

1.05 CONSTRUCTION LIMITS

The contractor shall confine operations, activities, storage of materials and employee parking within the areas shown on drawings. This is mandatory and no deviations from this requirement shall be allowed without written permission from the Contracting Officer or the Airport Authorities.

CSA-2608 01030-2

1.06 SECURITY REQUIREMENTS

A. Personnel List. Contractor shall provide the Resident Engineer with a list of contractor’s personnel who will require access to the site. The list shall be kept current during project work.

B. Security Investigation. Contractor’s personnel may be subject to security investigation by the FAA. Upon request by the Resident Engineer, the contractor shall promptly complete all security forms.

1.07 AIRCRAFT OPERATING AREA:

RTR site is near an active runway. Contractor vehicles and personnel are to follow all airport operation precautions when working inside the AOA.

PART 3.00 EXECUTION [NOT USED]

CSA-2608 01040-1

01040 PROJECT ADMINISTRATION

The Contractor shall perform all administrative functions as necessary to ascertain that the work conforms to the Construction Documents.

Summary of Work Section 01010 Special Provisions Section 01030 Job Management Section 01041 Cleaning Section 01710

1.03 SUBMITTALS: [NOT USED]

A. General Services Administration (GSA):

Fed-Std. 795 "Uniform Federal Accessibility Standards"

B. Occupational Safety and Health Administration (OSHA)

29 CFR Part 1910 "Safety and Health Standard"

1.05 JOB CONDITIONS:

A. DIVISION OF WORK:

No attempt has been made to divide the drawings into areas of responsibility for the various trades. It shall be the Contractor's sole responsibility to divide the work among his sub-contractors, and he shall be fully responsible for the coordination of any trade used on the project.

The division of specification into areas of similar types of work is not intended to represent a division of work between trades or sub-contractors, but merely for convenience in reading specifications or drawings. Separation of specifications into sections or representation of like work on the drawings shall not make the Government an arbiter to establish subcontract limits between the Contractor, his sub-contractors or between different trades and sub-contractors.

B. SUBCONTRACTOR'S QUALIFICATIONS:

Any trade employed on this project must be capable of demonstrating, by written proof, his experience and ability to perform the work satisfactorily. He must have adequate manpower for the task assigned and must be financially capable of producing the assigned tasks.

CSA-2608 01040-2

1.06 GUARANTEES

Material and equipment furnished by the various manufacturers shall be warranted in writing for a period of one (1) year after date of acceptance, or industry standard for the material specified, whichever is greater.

1.07 DRAWINGS AND SPECIFICATIONS:

A. The Government will issue four (4) sets of full size drawings and specifications to the Contractor. Contractor shall print any additional copies as deemed necessary for the execution of the work at no additional cost to the Government.

B. Generally the electrical drawings are schematic only and dimensions shall be followed without regard to scale. Drawings show the general arrangement and the extent of the work. Exact location and equipment arrangement shall be determined by the physical dimensions of the equipment actually furnished, by shop drawings, detailed dimensioned drawings.

1.08 PROJECT MEETINGS:

Schedule bi-weekly coordination meetings with the Contracting Officer and/or the FAA RE to discuss conditions that affect the execution of the work.

3.01 PROJECT INFORMATION REQUESTS:

Contractor shall use the procedures listed herein for obtaining project information. When Contractor finds it necessary to request additional information or interpretations of the Contract Documents, he shall request clarification in writing, using the forms or format determined by the Contracting Officer.

3.02 NOTIFICATIONS:

Contractor shall give the Contracting Officer ten (10) calendar days advance notice of the beginning of each major stage of construction. The Contractor shall notify the Contracting Officer in writing ten (10) calendar days in advance of any testing required by specifications or drawings, or which is required by law, ordinance, or public authority. Notification shall state the date, time and place where such testing will be conducted.

CSA-2608 01041-1

01041 JOB MANAGEMENT

Perform the administrative job related requirements necessary for the proper conduct of the work as indicated in this section and to comply with the General Conditions.

Project Administration Section 01040 Submittals Section 01300 Quality Control Section 01400

1.03 POLLUTION CONTROL:

A. Take necessary precautions to prevent contamination of soil or atmosphere by the discharge of noxious substances resulting from construction operations. Provide equipment and personnel and perform emergency measures necessary to contain any spillage.

B. If contamination of the soil does occur, excavate contaminated soil and dispose of at an off-site location. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil.

C. Take measures to prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge obnoxious or harmful fluids into drains or sewers.

PART 2.00 PRODUCTS

2.01 MATERIALS:

Materials shall be in accordance with the requirements of the individual sections.

3.01 FIELD MEASUREMENTS:

Contractor is responsible for making complete field measurements. Check all dimensions at the job site for components requiring fit to surrounding conditions

3.02 SAFETY REQUIREMENTS:

A. Contractor is solely responsible for the safety and welfare of workmen on the project and the general public around the construction site. Take precautions to adequately safeguard the safety of all persons on or near the site. Comply with the regulations of the "Occupational Safety and Health Standards", and other safety regulations.

CSA-2608 01041-2

B. Provide and maintain barricades, guard rails, and other protective devices necessary to warn and protect the workmen and general public from hazards at the construction site.

Maintain barricades around open ditches. Provide barricades at roads and passageways at dangerous conditions. Provide flares or flashing lights at such barriers at night. All barricades and protective devices shall comply with safety requirements and insurance carrier's requirements.

3.03 FIRE PROTECTION:

A. Provide at least one fire extinguisher at each construction office.

B. Maintain the telephone number of the local fire department. Keep number posted conspicuously near telephone.

3.04 DISRUPTION TO SERVICES:

A. Disruption to existing utilities, piping, or electrical services must be held to a minimum.

Contractor shall carefully plan work in a manner that such disruptions are coordinated with the Contracting Officer. Any operation which requires shut down of some portion of the facilities operation must be in compliance with Section 01030 SPECIAL

PROVISIONS.

B. Storm sewers and sanitary sewers shall be maintained in service at all times. In the event that it becomes necessary to disrupt one of the utilities, provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not curtailed.

3.05 MAINTENANCE OF WATER:

A. Contractor shall prepare a Storm Water Management Plan and submit to Contracting Officer for approval. After discussion and modifications, Contractor shall conform to detailed outline as approved. Contractor shall manage water at the job site at all times during construction, and shall furnish all equipment and perform any operations required to remove water from any part of the construction area as necessary to permit the proper installation of the work. The Storm Water Management plan shall contain, as a minimum, the following information:

1. SITE DESCRIPTION:

a) Project Location

b) Nature of construction Activity

c) Sequence of Major Activities

d) Estimate of Total Site Area and Disturbed Area

e) Estimate of Run-off Coefficient

f) Information on Soil Types

g) Receiving Waters

CSA-2608 01041-3

2. MEASURES AND CONTROLS:

a) Erosion and Sediment Controls

1. Structural Controls

2. Soil Stabilization

b) Storm Water Management Controls

c) Other Controls

1. Dust Control

2. Waste Disposal

3. Sanitary/Septic Facilities On-Site

4. Water Source

3. IMPLEMENTATION:

a) Posting locations for the Storm Water Management Plan

b) Designated individual responsible for implementation and maintenance of Measures and Controls

c) Maintenance and Repair Schedule

B. If necessary, provide well points or any other acceptable method to remove water.

Maintain excavations entirely clear of water during installation of piping, duct banks or construction of footing. Fresh concrete shall be adequately protected from injury resulting from ground water or the handling or disposal of water.

C. Contractor shall direct the water away from the site in a manner that prevents re-occurrence or that causes water to run onto adjacent property. Drainage ditches must be approved by the Contracting Officer. In the event that water from this site results in flooding or other damage to adjacent property, Contractor shall be responsible for repair damage or make payment to the affected land Owner.

D. Maintain ditches and embankments necessary to protect open trenches or other excavations. Provide pumps to maintain excavations free of water. In the event water table must be lowered to maintain excavations in a dry condition, Contractor shall provide well points or other procedures necessary and shall operate such pumps until backfill has been completed. Lower water level 2 feet below trench level.

3.06 HAULING:

Contractor shall dispose of excess earth removed from excavations and not required for backfill or embankments. Contractor shall haul excess earth from the construction site and dispose at disposal site. Contractor shall dispose of concrete and asphalt pavement from demolition operations to an area off-site the airport grounds. The Contractor shall provide a wheel wash for all vehicles exiting the construction site onto paved areas.

3.07 BLASTING:

No blasting will be permitted at this site.

CSA-2608 01041-4

3.08 WEATHER PROTECTION:

The Contractor shall provide and maintain weather protection to protect work damage by the elements, and to enable necessary concrete and other work to proceed in cold weather.

3.09 ORDER OF PRECEDENCE:

Contractor shall coordinate work in a manner to avoid conflicts or interference between trades.

Layout work in advance of installation to ascertain location of the various systems and arrangement of piping and equipment. The Contractor shall be responsible to coordinate all work and take action as necessary to avoid conflicts between the work of the various trades.

Establish the exact locations of equipment.

CSA-2608 01060-1

01060 REGULATORY REQUIREMENTS

1.01 CODES AND CRITERION:

All work, construction activities and material pertinent to this contract shall comply with codes now in existence and the latest edition of the following:

A. Uniform Building Code

B. National Electrical Code including Uniform Administrative Code Provisions

1.02 ENVIRONMENTAL PROTECTION:

Any other provision to the contrary notwithstanding, the Contractor, in carrying out work under this contract, shall at all times comply with all applicable state and federal air and water quality standards; with all pollution control laws; and with such rules, regulations and directives as may be lawfully issued by a local, state or federal agency having within its jurisdiction the protection of the environment in the area surrounding the confines of this contract. In addition, the Contractor shall comply with all directives given the Engineer in implementation of the letter and intent of FAA Advisory Circular 150/5370-7, entitled Airport Construction Controls to Prevent Air and Water Pollution, copies of which may be obtained, free of charge, from the Department of Transportation, Distribution Unit TAD-484.3, Washington, DC 20590.

CSA-2608 01080-1

01080 IDENTIFICATION SYSTEMS

1.01 WORK INCLUDED

Furnish labor, materials, equipment and incidentals necessary to install identifying devices for the following:

A. Control devices B. Equipment of each type C. Electrical Equipment and Boxes D. HVAC equipment E. Fiber Optic Cable

Submittals Section 01300 Mechanical Systems Division 15000 Electrical Systems Division 16000

1.03 QUALITY ASSURANCE: [Not Used]

1.04 SUBMITTALS:

Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include:

1. Product data sheets for identifying devices

2. A list of where devices are to be installed, and the data to be included on each identifying device.

1.05 STANDARDS AND REFERENCES:

Identifying devices not otherwise noted shall conform to the requirements of the following:

ANSI "American National Standards Institute" ANSI A13.1 "Pipe Marking Specifications"

1.06 DELIVERY AND STORAGE:

Tags and devices shall be stored inside storage sheds protected from the weather until installed.

CSA-2608 01080-2

1.07 GUARANTEES:

Identifying devices installed in wet locations or areas subject to moisture shall be guaranteed by the manufacturer to be weather resistant for a period of one (1) year after installation or industry standard.

A. PIPING IDENTIFICATION:

Pressure sensitive, adhesive-backed vinyl plastic label having the lettering indicated on background color as scheduled. Labels shall be as manufactured by the Seton Name Plate Corporation or approved equal. Labels shall have an arrow to indicate the direction of flow. Letters shall be 1 1/4" inches high minimum.

B. EQUIPMENT NAMEPLATE:

Seton Style 2060 "Seaton-ply" or approved equal, engraved plastic plaque, approximately 3/4 inch x 2 1/2 inches in size. Plaque shall be 1/16 inch thick having beveled edges and drilled with two (2) mounting holes when attached by screws.

Lettering shall be approximately 3/16 inches high. Text to include equipment mark and equipment description [Example: EXHAUST FAN EF-5). Identification label on nameplate shall correspond to a typewritten legend included in the O&M Manual which includes the following:

1. Equipment identifier

2. Manufacturer's model number

3. Brief description of function

4. Reference to shop drawings, parts lists, or other data included in the O&M

Manual.

3.01 PREPARATION:

Prior to installing identification devices, install piping complete with valves in place. Piping specified to be insulated shall be covered and complete. Mount electrical components, including electrical control devices. Piping shall be dry and free of oil, grease, or other contaminants. Insulation shall be completely dry.

CSA-2608 01080-3

3.02 INSTALLATION:

A. Install pipe label on piping of every description exposed to view, in any location inside buildings or structures, or in underground vaults, pump stations, basements, pipe chases or other exposed locations.

B. Install a minimum of one (1) label in each area or room and additional labels at spacings not to exceed 25' feet. Position labels so that lettering is visible from the front of piping at floor level. Label size shall be adequate so that lettering is legible from floor level. Where several pipes run parallel to each other, install labels in rows with uniform spacings. Where pipes continue around a corner within a room or structure, labels shall be installed at each straight run which exceeds 5'-0" in length.

C. Identification text on labels shall name the fluid flowing inside the pipe, and labels shall be color-coded in accordance with ANSI Standards. Labels shall also include an arrow indicating the direction of flow.

3.03 VALVE IDENTIFICATION:

Not used

3.03 EQUIPMENT IDENTIFICATION:

A. Provide an equipment identifier on each separate piece of equipment, including process equipment, HVAC equipment, plumbing equipment (other than plumbing fixtures), and electrical equipment. Provide nameplate for each separate piece of electrical equipment, including panelboards, switchgear, starters, disconnects, control devices and control panels and as identified in Section 16010 GENERAL REQUIREMENTS FOR ELECTRICAL WORK. Provide name tags for each separate switch, starter, contactor, or other compartment on electrical switchgear.

B. Lettering on nameplates shall be engraved into plates and shall correspond to the identifying marks. Install nameplates prominently on equipment not occurring in occupied spaces. Install nameplates on the inside covers of lighting panelboards.

Install nameplates on all other equipment centered and at the top of equipment.

Nameplates shall not be installed in a location that interferes with operation of the equipment.

C. Attach nameplates to exterior equipment with two (2) 3/8" inch No. 3 round head or No. 4 sheet metal screws. Interior plaque may be attached by screws, except where fasteners are not appropriate, then use the adhesion method.

D. Fiber Optic cables shall be marked with 2” brass tags at each manhole at the entrance and exit points.

CSA-2608 01080-4

3.04 SPECIAL ELECTRICAL OUTLETS:

A. Provide a nameplate for every special electrical outlet. The nameplate shall be white letters on red background, and shall specify the outlet's voltage and ampere rating. The nameplate on special outlets shall have an appropriate warning. Lettering shall be 1/8 inch high. Overall plate size shall be approximately 3/4" inch x 2 1/2" inches.

B. Provide nameplates on the following:

240 outlet: voltage and ampere rating

3.05 SCHEDULES:

A. Prepare a schedule showing equipment tags. Schedule shall be typed and include each appropriate identification. Submit the schedule to the Contracting Officer for approval.

B. Marking, and color on pipe labels shall conform with ANSI A13.1 and the following schedule. Pipe labels shall have the full name, and an abbreviation.

PIPING

STENCIL LEGEND BAND COLOR

Air Conditioning Refrigeration Suction Refrigeration Liquid

RS

RL

Yellow Yellow

CSA-2608 01090-1

01090 REFERENCE STANDARDS

1.01 REQUIREMENTS INCLUDED:

Abbreviations and acronyms in Contract Documents to identify reference standards.

1.02 QUALITY ASSURANCE:

A. APPLICATION:

When a standard is specified by reference, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents, or applicable codes which establish stricter standards.

B. PUBLICATION DATE:

The publication in effect on the bid date, except when a specific publication date is specified.

1.03 ABBREVIATIONS, NAMES AND ADDRESSED OF ORGANIZATIONS:

Obtain copies of referenced standards direct from publication source; Keep on file at job site for reference by the different trades each standard that is pertinent to this contract to insure proper performance of work.

AASHTO American Association of State Highway and Transportation Officials Washington, DC

ACI American Concrete Institute Detroit, MI

AI Asphalt Institute College Park, MD

AISC American Institute of Steel Construction New York, NY

AISI American Iron and Steel Institute Washington, DC

ANSI American National Standards Institute New York, NY

ASTM American Society for Testing and Materials Philadelphia, PA

AWWA American Water Works Association Denver, CO

CSA-2608 01090-2

AWS American Welding Society Miami, FL

CDA Copper Development Association New York, NY CRSI Concrete Reinforcing Steel Institute Chicago, IL

FM Factory Mutual System Norwood, MA

FAA Federal Aviation Administration

FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington, DC

NEMA National Electrical Manufacturer’s Association Washington, DC

NFPA National Fire Protection Association Boston, MA

NSWWA National Solid Wastes Management Association Washington, DC

PCA Portland Cement Association Skokie, IL

PS Product Standard US Department of Commerce Washington, DC

SIGMA Sealed Insulating Glass Manufacturing Association Chicago, IL UL Underwriters’ Laboratories, Inc.

Northbrook, IL

CSA-2608 01300-1

01300 SUBMITTALS

Furnish submittals as required by the individual sections of the specifications in accordance with this Section.

1.02 QUALITY ASSURANCE:

A. Submittals, including shop drawings, are the Contractor's sole responsibility. Carefully examine submittals to ascertain that all provisions of the specifications have been met.

B. Submit descriptive data, certificates, performance data, test results and other information necessary to ascertain the quality of the component and its suitability for the purpose intended. The Contractor shall make, without cost to the Government, any change or adjustment in correcting work resulting from the use of such optional material or construction in conformity with the contract requirements.

1.03 SUBMITTALS:

A. Submittals shall adhere to the procedures outlined herein. Submittals must be complete or they will be returned without review. Do not submit partial or incomplete information. Shop drawings are drawings, submitted to the Government by the Contractor, showing in detail (1) the proposed fabrication and assembly of structural elements, and (2) the installation (i.e., fit, and attachment details) of materials or equipment. It includes drawings, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.

B. Submittals shall be accompanied by an original and one copy of transmittal letter, which identifies the content of the submittals.

C. The Contractor shall submit a minimum of four (4) sets of shop drawings and/or brochures, or other submittals. Two (2) sets of reviewed shop drawings will be returned to the Contractor.

1.04 SAMPLES:

A. Submit samples where indicated in the specification as requested by the Contracting Officer.

B. Submit two (2) samples whenever samples are requested. Samples will be accompanied by descriptive data, specifications and certificates where necessary.

CSA-2608 01300-2

1.05 JOB CONDITIONS:

A. Submittal data shall demonstrate that the proposed material and equipment is in compliance with the design criteria and the requirements of the Contract Documents.

Submittals and shop drawings shall provide a record of the materials and equipment incorporated into the project.

B. Contractor shall coordinate all shop drawings, and review for accuracy, completeness, and compliance with contract requirements and shall indicate its approval thereon as evidence of such coordination and review. The Contractor shall take complete and accurate field measurements for any item, which must fit, to field conditions. Include these dimensions on the submittals, indicating that the measurements represent actual dimensions obtained at the site.

C. Any submittal that does not contain Contractor's approval stamp will be returned without processing. Contractor shall affix a rubber stamp to each submittal stating that he has reviewed the submittal and included any necessary corrections, and is satisfied that the material contained therein is in compliance with the Contract Documents. Contractor shall affix to each submittal the project identification, the sheet number of the drawing, which identifies the area, which the shop drawing represents and the specification paragraph identification where the item is specified. The stamp shall have the following information:

Name of Project:

Contract No.

Contractor's Name.

Project No. Submittal No.

Drawing No. Spec. Ref.

This shop drawing has been reviewed and determined to be in-compliance with the Contract Documents, including Plans and Specifications, as modified by Addenda, Change Orders, and Field Orders as of the date of this submittal.

Contractor's Signature: Date:

D. Contractor is responsible to coordinate the submittals between the various trades.

E. The Contracting Officer will indicate approval or disapproval of the shop drawings, and if not approved as submitted, shall indicate the Government's reasons therefore. Any work done before such approval shall be at the Contractor's risk. Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such submittals, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with below. After submittals have been approved, no substitutions will be permitted without written approval by the Contracting Officer.

CSA-2608 01300-3

1.06 SUBMITTALS DEFINITIONS:

For the purpose of defining the meaning of scheduled submittals, the following descriptions shall apply:

A. Certified Test Reports (CTR) - A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the specifications. (Refer to Section 01400, QUALITY CONTROL).

B. Certification of Adequacy of Design (CAD) - A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit

C. Certification of Applicator/Subcontractor (CSQ) - A certified letter stating that the

Applicator or Subcontractor proposed to perform a specified function is duly designated as factory authorized and trained for the application of the specified product.

D. Record Data (RD)- General information including character, style and product data sheets, and other data normally available as published material by manufacturer.

E. Equipment Installation Report (EIR)- A report by the manufacturer's representative, or installed stating that equipment has been installed in accordance with manufacturer's requirements and has been operated or otherwise tested and found to fulfil the requirements of the Contract Documents, and functions properly. Include copies of Test Report Forms as required by the Contracting Officer.

1.07 SCHEDULES:

A. All submittals, including samples, certificates and shop drawings shall be submitted in ample time for the Government to make a determination of compliance with specification before fabrication or before materials are delivered to the site. All submittals requiring prior Government approval shall be submitted in advance of first need an amount of time adequate to allow for FAA's review (15 calendar days maximum) with possible contractor’s re-submittal (10 calendar days maximum) and FAA’s subsequent re-submittal review (10 calendar days maximum).

B. After a submission has been approved, no substitutions will be permitted without prior written approval by the Contracting Officer.

C. A Schedule of Submittals is included at the end of this Section. This schedule indicates the type of submittals required for each Section. Contractor shall submit a copy of this schedule along with an estimated date when each submittals will be given to FAA.

Identify any submittals for equipment having a long lead time on whose submittals is critical to the delivery of equipment to site. The submittals shall be furnished in the amount of four (4) copies, thirty (30) calendar days prior to the need of such material and/or work that requires prior Government approval. THE CONTRACTOR IS

RESPONSIBLE FOR TIMELY SUBMITTALS!

CSA-2608 01300-4

D. Schedule is on the following pages. Schedule legends are as follows:

SD - Shop Drawing SAM - Sample CTR - Certified Test Report CAD - Certificate of Adequacy of Design CSQ - Certification of Applicator/Subcontractor Qualifications RD - Record Data EIR - Equipment Installation Report

SPEC NO.

DESCRIPTION

S D

S A M

C T R

C L S

E S A

C A D

C S Q

R D

O M

E I R

02223

Aggregate Fill Classifications

X

02225

Excavating, Backfilling & Compacting for Utilities

02350

Drilled Shaft

02513 Asphaltic Concrete Pavement

02830

Chain Link Fence and Gates

03200

Concrete Reinforcement

03300

Cast-in-place concrete

04010

Masonry

05500

Miscellaneous Metals

06200

Prefabricated Wood Trusses

06300

Wood Treatment

07201 Thermal Insulation X 07600 Flashing and Sheet Metal X X X 07610 Metal Roof System X X 07921 Caulking and Sealants X 08110 Metal Doors and Frames X X

Door Hardware X

CSA-2608 01300-5

SPEC NO.

DESCRIPTION

S D

S A M

C T R

C L S

E S A

C A D

C S Q

R D

O M

E I R

09661 Resilient Flooring X X 09901 Painting X X

11300

Ladder

15010 General Requirements for Mechanical Work

X

15780 Air Conditioning Units X X X 15935 Motors and Controllers X X

16010

General Requirements for Electrical Work

16111 Conduits X 16114 Cable Tray X 16118 Square Duct X 16120 600 Volt Wires and Cable X 16122 Wire Connections and Devices X 16130 Outlet Boxes X 16131 Terminal Boxes X 16132 Outlet Boxes X 16140 Wiring Devices X 16170 Disconnects X 16180 Overcurrent Protective Devices X 16190 Supporting Devices X 16195 Electrical Identification X 16450 Grounding X 16470 Panelboards X 16500 Lighting X 16670 Lightning Protection X

CSA-2608 01400-1

01400 QUALITY CONTROL

A. FAA will secure the services of an independent, qualified testing laboratory for the purpose of performing testing as required for the Geotechnical Services ONLY. The Contractor shall secure the services of an independent, qualified testing laboratory for the purpose of performing ALL OTHER testing as required by the various sections of the specifications. The FAA will have the right to approve or reject the Contractor’s selection of a laboratory based on the laboratory’s qualifications. Testing performed by the FAA will be paid for by the Government. Testing performed by the Contractor shall be paid for by the Contractor. The Contractor shall cooperate fully with the Contracting Officer and his testing laboratory to facilitate the testing services.

B. When re-testing is required due to noncompliance with the requirements of the specifications, Contractor shall pay for the re-testing.

1.02 RELATED WORK SPECIFIED ELSEWHERE:

Electrical Systems Division 16000

1.03 DELIVERY AND STORAGE:

Test cylinders made at the construction site shall be handled and protected in accordance with recognized test procedures.

1.04 JOB CONDITIONS:

A. The Contracting Officer reserves the right to perform testing at any state of construction.

Contractor shall make the site available to the Government's testing organization, and shall cooperate fully in the performance of these tests. Where the Contracting Officer has made it known that certain testing is to be performed, Contractor shall give FAA adequate notice before proceeding with work that would interfere with testing.

B. Contractor is responsible to notify the Contracting Officer at such times that testing is required. Do not proceed with any work until testing services have been performed and Contracting Officer approves results of tests.

C. The Government reserved the right to have 30 days after test samples have been made prior to rendering a decision on such tests.

D. The FAA reserves the right to direct re-testing in the event of failure and any re-tests shall be at the Contractor's expense.

CSA-2608 01400-2

3.01 TESTING:

A. Perform all tests as indicated in the various sections of the specifications. Provide Contracting Officer 48 hours notice of any routine testing.

B. Cooperate with the Government and its testing laboratory. Provide complete access to the site and make Contract Documents available. Contractor shall furnish sample material required for testing and shall furnish personnel and equipment needed to perform sampling, or to assist in making the field tests. Deliver samples or test cylinders to the location designated by the Contracting Officer.

C. Samples made at the site and sent to a testing laboratory for performance of testing shall be identified by the Contractor in such a manner that designates the exact location at which the sample was taken. Concrete cylinders shall be marked with a unique identification number which corresponds to a log number. The log will include the concrete company, truck or ticket number, mix design, time of day, temperature of ambient air and concrete temperature. The drawings will be marked with a colored mark which identifies the extent of concrete placed as represented by the test cylinder.

D. All other samples will be identified with such information suitable to identify the source and such other information required by the Contracting Officer.

CSA-2608 01510-1

01510 TEMPORARY FACILITIES

Furnish all temporary facilities, including field offices, storage sheds, and temporary utilities needed to complete all aspects of the work.

1.02 JOB CONDITIONS:

A. Exact location of buildings and sheds shall be determined by the Contractor, subject to Contracting Officers approval at the job site.

B. Contractor shall pay for all utilities used by temporary facilities during construction.

C. Temporary facilities are for the contractor’s use only.

Contractor shall submit for approval the location for all temporary facilities.

2.01 GOVERNMENT FIELD OFFICES:

N/A

2.02 TEMPORARY STORAGE BUILDINGS:

Furnish storage buildings of adequate size to store any materials or equipment delivered to the site that might be affected by weather.

2.03 TEMPORARY SANITARY FACILITIES:

A. Provide portable sanitary facilities at the job site from the commencement of the project to its conclusion. These facilities shall be maintained in a clean and sanitary condition at all times, and shall comply with the requirements of the local health authority.

B. Contractor's workmen shall use these sanitary facilities at all times. Restrooms within existing, FAA, or airport occupied buildings shall not be used. Portable toilets shall be maintained and cleaned each week.

2.04 TEMPORARY HEAT:

Concrete shall be protected at all times during the placing, setting and curing of concrete to insure the space temperature is maintained at a temperature of not less than 55 degrees F.

2.05 TEMPORARY UTILITIES:

A. Provide all temporary utilities needed by all trades during construction, including electrical power, water, and telephone. Make arrangements with the local utility company, comply with utility company's requirements and pay for all utility costs during

CSA-2608 01510-2

construction. Make utilities available to all trades during construction. Contractor shall pay for all temporary utilities.

B. Provide a source of temporary electrical power of adequate size for the construction procedures. Electrical service shall comply with OSHA and other safety requirements and the requirements of the power company. Make the electrical power available to all trades as needed. Provide extensions to the various parts of the project as needed.

2.06 TEMPORARY LIGHTING:

At any time that work will be performed at night, provide portable flood lights adequate for the purpose intended. Lighting shall be adequate to provide sufficient light at any location work is being performed. Also provide area lighting sufficient to make the site safe during night time use.

2.07 CONSTRUCTION FENCE:

Install and maintain a construction fence around the storage yard(s). Fence may be wood picket or chain link construction. Provide gates with padlocks. Contractor shall submit location of required fences around storage yards.

3.01 LOCATION OF TEMPORARY FACILITIES:

Contractor shall submit for approval the location for all temporary facilities. Facilities shall be located in an area that will not interfere with any work to be performed under this contract or with airport operations.

3.02 REMOVAL OF TEMPORARY FACILITIES:

At the conclusion of the project, temporary buildings, shed, and utilities shall be removed and the site restored to original condition.

CSA-2608 01700-1

01700 CONTRACT CLOSEOUT

1.01 COMPLETION CERTIFICATE:

When the contractor considers the work is complete, the Contractor shall submit written certification that the contract documents have been reviewed; work has been inspected for compliance with contract; equipment and systems have been tested in the presence of the Resident Engineer and are operational; required operational, and maintenance manuals, data, and parts list have been submitted and approved; spare parts have been provided as required; required instruction of maintenance personnel has been accomplished; and work is completed, premises cleaned and ready for inspection.

1.02 FINAL INSPECTION:

A written request for a final inspection must be sent to the Resident Engineer 14 calendar days prior to the requested inspection date. The final inspection shall be scheduled at a mutually agreed date, and will be acknowledged by the Resident Engineer. The written request shall have as an attachment the completion certificate.

1.03 PUNCH LIST:

The Resident Engineer (in coordination with the Regional Office and local FAA personnel) shall furnish the contractor with a list of discrepancies in the work, material and equipment noted during the final inspection. Only one official punchlist will be generated.

1.04 ACCEPTANCE OF WORK:

The contractor shall correct discrepancies noted during the final inspection, clean the premises and notify the Resident Engineer that the work is ready for acceptance. The Resident Engineer shall verify the punchlist has been accomplished and initialize/date each item that it is completed.

1.05 WARRANTIES

POSTED WARRANTY INFORMATION:

Submit data concerning the standard one-year warranty, including the warranty period (dates), and warranty contacts with names, addresses and telephone numbers. Post data, under glass, at a location as directed by the Contracting Officer.

1.06 EXTENDED EQUIPMENT/PRODUCT WARRANTIES

A. EQUIPMENT/PRODUCT WARRANTY LIST:

Obtain and furnish to the Contracting Officer a bound and indexed notebook containing written warranties for equipment/products that have extended warranties (warranty periods exceeding the standard one-year warranty) furnished under the contract, and prepare a complete listing of such equipment/products. The equipment/products list shall state the specification section applicable to the equipment/product, duration of the warranty therefor, start date of the warranty, ending date of the warranty, and the point of

CSA-2608 01700-2

contact for fulfillment of the warranty. The warranty period shall begin on the same date as project acceptance and shall continue for the full/product warranty period. This listing shall be fully executed and delivered to the Contracting Officer prior to final acceptance of the facility, and acceptable listing shall be a condition of final acceptance of the facility.

B. EQUIPMENT WARRANTY TAGS AND GUARANTOR’S LOCAL

REPRESENTATIVE:

Furnish with each warranty the name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and appliances are installed.

The guarantor's representative, upon request of the using service's representative, will honor the warranty during the warranty period, and will provide the services prescribed by the terms of the warranty. At the time of installation, tag each item of warranted equipment with a durable, oil- and water-resistant tag approved by the Contracting Officer. Attach tag with copper wire and spray with a clear silicone waterproof coating.

Leave the date of acceptance and inspector's signature blank until project is accepted for beneficial occupancy. Tag shall show the following information:

Type of Equipment/Product __________________________________________ Warranty Period __________ From __________ To _______________________ Contract No. ____________________ Inspector's Signature ____________________ Date Accepted _______________

Construction Contractor:

Name: ___________________________________________________________ Address: __________________________________________________________ Telephone: ________________________________________________________

Warranty Contact: __________________________________________________ Name: ____________________________________________________________ Address: __________________________________________________________ Telephone: ________________________________________________________

1.07 HAZARDOUS MATERIAL CERTIFICATION:

A. Contractor shall provide letters of certification for the project certifying no asbestos was used.

B. Contractor shall provide letters of certification for the project certifying only lead-free paint plumbing and flashing were used.

CSA-2608 01710-1

01710 CLEANING

Just prior to Contract Acceptance Inspection (CAI), the Contractor shall perform a thorough cleaning of the project site.

3.01 SITE CLEANING:

The Contractor shall maintain the site in a clean condition at all times. At the end of each work day Contractor shall gather all loose trash and debris from around the site and place in trash containers or remove from site. Contractor shall not stack trash or other construction debris on the ground or in the open. Trash must be placed inside closed containers. In no event shall trash or debris be allowed to become airborne or be allowed to blow around or off site.

3.02 ROUTINE CLEANING:

Project area shall be routinely cleaned to remove…