Attachment J-1 ANC ATCT TRACON Statement of Work.pdf

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STATEMENT OF WORK

ANC A11 ATCT/TRACON CONSTRUCTION

Date: November 19, 2024

Prepared By: Wilson Platt

General Engineer

AJW-2W11A Terminal Engineering Center

1.1 SCOPE OF WORK

Specifications (Attachments J-3 – J-3c) with the referenced standards, drawings (Attachment J-2a – J-2e) and basis of design (Attachment J-4), specified in the Contract Documents, cover the requirements of the Federal Aviation Administration, hereinafter referred to as the Government or FAA, for all work associated with the construction of a new Airport Traffic Control Tower (ATCT) and Terminal Radar Approach Control (TRACON) (A11) facility at the Ted Stevens International Airport (ANC) in Anchorage, Alaska, hereinafter referred to as the Airport. The Contractor shall furnish all labor, materials, services, equipment, insurance, security notifications, licenses, permits, and fees in accordance with applicable Federal, State, and local regulatory requirements in accordance with the specifications, drawings, contract clauses, and wage rates.

The project consists of construction of an ATCT with a two-story base building roughly 39,742 square feet in size.

Additionally, the TRACON/Base Building includes a 3,064 square foot penthouse for mechanical equipment. The combined facility will be erected on an approximately 138,900 square foot site. The ATCT and TRACON/Base Building will be compliant with International Building Code (IBC) Risk Category IV and American Society of Civil Engineers (ASCE) Operational 1-A.

The ATCT is 318 feet (ft) Above Ground Level (AGL) to the top of the structure, to include appurtenances, with 13 levels and will be constructed from post-tensioned cast-in-place concrete and structural steel. The ATCT shaft will have two egress staircases and two fire service elevators. The 12-sided cab is 650 square feet and is situated such that eye level elevation is 289 ft AGL. Below the cab are four occupied levels containing the console access level, junction level (including a break room and restrooms), electronics equipment level, and spaces for electrical and mechanical equipment. An antenna ring is situated on the roof above the cab. The ATCT design includes a 15-ton tuned mass damper system to mitigate tower movement due to wind.

The ATCT foundation serves to resist the large seismic forces in the Anchorage area and includes approximately 256 battered (angled) steel piles under an 80′ x 80′ x 11.5′ mat slab. The battered piles are 24″ in diameter with 3/4″ thick walls. Some of the battered piles extend below the foundation of the base building due to the pile slope.

The TRACON/Base Building is a two-story building roughly 39,742 square feet in size. The space will contain administrative offices, bathrooms, conference rooms, shipping and receiving space, storage space, air handlers, the TRACON, equipment racks, electrical space and the critical power distribution system which includes one engine generator, one facility Uninterruptable Power Supply (UPS) with battery rack, automatic transfer switches, static transfer switches, and redundant critical power panel space.

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The TRACON/Base Building foundation consists of a structural slab supported by various mat slabs and driven piles.

The driven piles in the TRACON/Base Building foundation are vertical and are between 39′ and 100′ in depth, depending on the location.

The site improvements include excavation of existing asphalt, excavation of unsuitable soils, structural fill placement and compaction, grading, seeding, drainage, utilities, duct backs, paving, striping, security fencing, security lighting (including cameras), fiber optic direct bury, duct bank, concrete reinforced duct bank, and landscaping.

The project also consists of a new Fiber Optic Transmission System (FOTS) communication loop at the Airport that provides field connectivity to all FAA surveillance and navigational aids. The communication loop shall be redundant and have separated routes to comply with diversity requirements. Implementation of the new FOTS loop will utilize a combination of new duct bank, direct bury HDPE conduit, and existing FAA and Airport owned duct bank. The new FOTS communication loop will be approximately 10 miles in length.

1.1.1 Describe the site location:

The “C-5” project site is located to the South of De Havilland Avenue and to the West of Postmark Drive. The site is roughly triangular in shape and approximately 138,000 square feet, or roughly 2 acres in size.

A Contractor staging and laydown area is approximately 88,335 square feet in size and is identified in the project drawings. This area is on the opposite side of Postmark Drive, East of site “C-5”.

This work includes, but is not limited to:

A. All site work and infrastructure, ATCT, TRACON/Base Building, including Link Structure.

B. Construct 318 ft AGL (top of structure, to include appurtenances) ATCT.

C. Construct 39,742 square foot TRACON/Base Building.

D. FOTS, parking, fencing, underground fiber loop, utilities, and road.

E. Allowances for slat wall consoles, furniture, and audio-visual equipment.

1.2 CONTRACT DELIVERABLE

The contract deliverable will be a fully constructed ATCT and TRACON/Base Building ready for occupation short of the FAA-supplied electronic equipment installation, which is scheduled for FY28.

1.3 CONTRACT LINE-ITEM NUMBER (CLIN)

The Work Break-Down Structure (WBS) for this project is 4.5, Construction, with the following Assets each representing a separate contract line-item number.

Bid Item 1 General Requirements 4.5.1

Bid Item 2 Site Work and Infrastructure 4.5.2

Bid Item 3 ATCT 4.5.3

Bid Item 4 TRACON/Base Building 4.5.4

Bid Item 5 Fiber Optic System 4.5.5

Bid Item 6 Allowances – Slat Wall, Furniture 4.5.6

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1.4 WORK SEQUENCE

Construction Work stages shall be defined by the Contractor. The following sequence is provided as General Guidance Only. Additional phasing may be necessary due to site availability restrictions. Portions of Stages may be simultaneous.

Action

• Secure site and install erosion control devices.

• Construct permanent and temporary storm drains.

• Construct utilities not impacted by foundation work.

• Rough grade site.

• Construct ATCT, TRACON/Base Building foundations.

• Construct ATCT and TRACON/Base Building.

• Construct utilities.

• Construct fiber runs.

• Base course compaction and paving.

• Construct final fence and perimeter security.

• Remove temporary structures and devices.

• Landscape

• Final paving and finishes.

1.4.1 SCHEDULE

The total duration of the construction phase is estimated to be 1094 calendar days.

Construction award is scheduled for April 2025 with an estimated completion date of May 2028.

1.5 CONTRACTOR USE OF PREMISES

A. The FAA shall have the right of unlimited access to the premises.

B. The Airport may be constructing other improvements in the vicinity of the ATCT and TRACON/Base Building during a portion or all of this construction. The Contractor shall coordinate with the Airport and not impede the progress on any existing or planned projects.

C. The Contractor shall coordinate use of premises in accordance with the site availability shown on the plans and as directed by the Contracting Officers Representative (COR).

D. The Contractor shall assume full responsibility for protection and safekeeping of project materials (government and contractor supplied) under this Contract.

E. The Contractor shall obtain and pay for use of additional storage or work areas needed for operations under this Contract.

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F. The Contractor shall utilize dumpsters and trash bins with lids to ensure trash/debris do not become wind-blown and leave the construction site. The Airport Operations Area (AOA) surrounding the ATCT and TRACON/Base Building site are restricted areas with moving aircraft. Trash/debris leaving the construction site and blown onto the AOA can be sucked into aircraft engines, causing considerable damage or loss of life.

G. The Contractor shall not parking along existing airport roads.

H. The Contractor shall coordinate with the applicable utility company on the demolition and installation of all utilities.

1.6 ACCESS TO SITE

The Contractor’s access to site will be as shown on the plans or as directed by the COR. The Contractor will have full use of the ATCT and TRACON/Base Building site and will be responsible for managing deliveries and construction activities as necessary to complete the work. The Contractor shall not permit any unauthorized construction personnel or traffic on the site. The Contractor will be responsible for traffic control to and from the various construction areas on the site. Directional signage at the access gate and along the delivery route to the storage area or work site shall be as directed by the COR. The Contractor will not be allowed to close any traffic lanes, nor will the Contractor be allowed to impede the flow of airport traffic without prior coordination with the COR and the Airport.

1.7 MATERIALS DELIVERY TO THE SITE

All material orders for delivery to the site shall use as a delivery address the address of the new ATCT. Delivery trucks shall not pass in front of the terminal. The Contractor shall prepare and submit to the COR for approval, a delivery plan for all types of delivery. The plan shall define the procedures that will be used to accommodate delivery traffic for all types of deliveries (e.g., concrete/asphalt, steel, precast, earth/aggregate, tractor trailer, city delivery truck) and any staging areas that will be used. Normal flow of traffic, into and out of the airport, shall not be impeded. Deliveries will be suspended at the discretion of the COR.

Delivery for continuous concrete pours, such as foundations and concrete pavement, shall be coordinated with the COR and Airport at least two weeks in advance of anticipated dates.

The Contractor is responsible for immediate clean-up of any debris deposited along the access road as a result of construction traffic. A street sweeper shall be available on-site for dust-free removal of any spillage at all times.

1.8 CONSTRUCTION AREA LIMITS

The limits of construction, material storage areas, equipment storage areas, parking areas, and other areas as required by the Contractor will be as shown on the plans or as approved by the COR. Should the Contractor find it necessary or advantageous to use any additional offsite area for any purpose whatsoever, the Contractor shall, at their expense, provide and make its own arrangements for the use of such additional offsite areas.

The Contractor shall erect and maintain fencing, marking, and/or warning devices suitable for both day and night use to delineate the perimeter of all such areas FAA Security has identified the vicinity of this work as being in a high crime area of the metropolitan area.

When the Work requires the Contractor to conduct operations within areas adjacent to active FAA or AOA areas, the Work shall be coordinated with the FAA and Ted Stevens Anchorage International Airport (TSAIA).

Parking will not be allowed along the public right of way or the entrance/exit road. In the event adequate space is not available for parking on the project site, the Contractor shall arrange for off-site parking and provide bus transportation of employees to and from the site. No other areas will be made available for Contractor use for parking, staging, trailers, or storage.

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1.9 REQUIRED PERMITS

Listed below are the agencies that govern this project. Unless otherwise noted, the Contractor is responsible for applying for utility services, obtaining required permits, and payment for any associated fees. Compliance is required with the conditions of all permits that have been issued. Additional permits may need to be obtained by the Contractor.

A. Sanitary Sewer – Alaska Water and Wastewater Utility

B. Water – Alaska Water and Wastewater Utility

C. Storm Water and Erosion Control – Alaska Department of Environmental Conservation Air Space – All permanent and temporary work shall comply with FAA Airspace requirements. The Contractor shall complete FAA Form 7460-1 for airspace studies/determinations prior to erecting any crane or lifting equipment on the site. Cranes/lifting devices shall be marked (obstruction lights and/or orange and white flag) as directed by the FAA.

1.10 BUILDING PERMIT

This facility will be constructed and owned by the U.S. Government; therefore, a building permit will not be required.

All other permits and license requirements apply.

1.11 GOVERNMENT FURNISHED MATERIAL

Pursuant to Contract Clause “AMS 3.10.3 Government Property” the Government will furnish the following materials and equipment to the Contractor:

ITEM

NUMBER DESCRIPTION QUANTITY

1 Engine/Generator (E/G) 1

2 E/G Battery Charger 1

3 E/G Silencer Muffler Set 1

4 E/G Fuel Day Tank 1

5 E/G Load Bank 1

6 E/G Load Bank Controller 1

7 E/G Remote Status Panel 2

8 E/G Remote Start Stop Switch 1

9 Temporary Generator Connection Cabinet 1

10 Automatic Transfer Switches (ATS) 5

11 Uninterruptable Power Supply (UPS) 1

12 UPS Battery Rack (w/VRLA batteries) 1

13 UPS Battery Monitor 1

14 UPS Remote Status Panel 2

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ITEM

NUMBER DESCRIPTION QUANTITY

15 UPS Load Bank 1

16 UPS Load Bank Controller 1

17 Static Transfer Switch (STS) 4

18 Electrical Switchboards & Panelboards 70

19 Dry-Type Transformers 18

20 Surge Protective Devices (SPD) 60

21 Electrical Power Monitoring System

(EPMS) 1

22 Environmental Remote Monitoring System

(ERMS) 1

Only those items shown shall be Government furnished. All other items will be furnished by the Contractor.

1.11.1 Government Furnished Material Deliverable

The Government-Furnished Material will be made available to the Contractor at a designated storage area unless otherwise noted in drawings and specifications. The Contractor will be responsible for loading, transportation and off-loading all GFM from the FAA storage area to the job site. The Contractor will assume GFM, if stored at a FAA area, will be stored no more than 10 miles from the construction site. If delivered directly to the job site, the Contractor will be responsible for off-loading and storing the GFM. In either case, the Contractor shall take delivery and be responsible for protecting all GFM from damage during deliver, loading, off-loading, storage, installation, and start-up. The Contractor will store after delivery, install, test, and assure proper installation and final operation.

Appendix:

The facilities will be constructed to adhere to the documents, codes, and industry standards and handbooks referenced below. When a conflict exists between the requirements of this document and its referenced documents, this document must take precedence. When the requirements of FAA documents conflict with other referenced documents, FAA documents must take precedence. In the event of conflict between any of the other referenced documents, the most stringent requirements must apply.

Refer to the Terminal Facilities Design Standard (TFDS) for technical direction and requirements, unless otherwise specified in this SOW or the construction documents (drawings, specifications, design data handbook (Attachment J-5 – J-5b)).

FAA Documents

Copies of the FAA documents cited below may be obtained from the Contracting Officer.

Standards

• Terminal Facilities Design Standard

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• FAA-STD-002, Standard Engineering Drawing Preparation and Support

• FAA-STD-019, Lightning and Surge Protection, Grounding, Bonding, and Shielding Requirements for Facilities and Electronic Equipment

• FAA-STD-061, Airport Fiber Optic Transmission System (FOTS)

• FAA-C-1391, Installation, Termination, Splicing, and Transient/Surge Protection of Underground Electrical Distribution System Power Cables

Orders

• JO 3900.63, Fall Protection, to include ATO Fall Protection Memo (restricted access)

• Order 1050.15, Fuel Storage Tank Systems at FAA Facilities

• Order 1370.121B Information Security and Privacy Policy

• Order 1600.69, FAA Facility Security Management Program (restricted access)

• Order 3900.19, FAA Occupational Safety and Health (OSH) Policy

• Order 4665.4, FAA Administrative and Technical Space Standards

• Order 6000.36, Communications Diversity

• Order 6000.50, National Airspace System (NAS) Integrated Risk Management (restricted access)

• Order 6950.27, Power System Studies (pending publication)

Other FAA Documents

• Air Traffic Organization Technical Space Guideline

• Design Guidelines for the Type 1 Critical Power Distribution System (CPDS)

• Technical Instruction (TI) Manual 6980.160 Volumes 1 – 5, CPDS Type 1 (SFO ATCT)

• FAA Advisory Circular (AC) 70/7460-1J, Obstruction Marking and Lighting

• FAA Building Information Modeling (BIM) Guide Version 5.0

• FAA Memo “Communication Diversity for Critical ATO-T Systems,” dated 17 Dec 2009

• FAA-C-1217, Electrical Premise Wiring

• FAA-G-2100, Electronics Equipment, General Requirements

• Fire Life Safety (FLS) Technical Implementation Guidance

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Other Government Documents

Executive Orders

• Executive Order (EO) 13834, Efficient Federal Operations, Federal Leadership in Environmental, Energy, and

Economic Performance

Federal Acts

• Americans with Disabilities Act (ADA) of 1990

• Architectural Barriers Act (ABA) Accessibility Standard for Federal Facilities

• Federal Endangered Species Act

Facility Standards

• Guiding Principles for Sustainable Federal Buildings and Associated Instructions

• Tall Building Initiative (TBI) Guidelines for Performance Based Seismic Design of Tall Buildings

Occupational Health and Safety Regulations

[Note: The A/E must ensure that all applicable safety features and requirements are incorporated into all contract plans and specifications for new construction, alterations, and repairs. The United States (U.S.)

Occupational Safety and Health Administration (OSHA) standards are the minimum safety requirements for the design of any facility, equipment, or operation.]

• 29 Code of Federal Regulations (CFR) §1910, Occupational Safety and Health Standards (General

Industry Standards)

• 29 CFR §1926, Safety and Health Regulations for Construction

• 29 CFR §1960.20, Alternate Standard for Fire Safety in Airport Traffic Control Towers

• 47 CFR §15, Radio Frequency Device

Referenced Codes

All references below refer to the latest version of the code.

• American Concrete Institute (ACI) 318, Building Code Requirements for Structural Concrete and Commentary

• ACI 530/ASCE 5/TMS 402, Building Code Requirements and Specification for Masonry Structures

• American Institute of Steel Construction (AISC) Steel Construction Manual

• American Iron and Steel Institute (AISI) Cold-Formed Steel Design

• American National Standards Institute (ANSI)/Telecommunications Industry Association (TIA) 568-A, Commercial Building Telecommunications Cabling Standard

• ANSI/TIA 569, Telecommunications Pathways and Space

• ANSI/TIA 606, Administration Standard for Telecommunications Infrastructure

• ASCE 7, Minimum Design Loads for Buildings and Other Structures

• ASCE 41, Seismic Evaluation and Retrofit of Existing Buildings

• American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) Cold-Climate

Buildings Design Guide

• ASHRAE Guideline 0, The Commissioning Process

• ASHRAE Std. 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings

• ASHRAE Std. 160, Criteria for Moisture-Control Design Analysis in Buildings

• ASHRAE Std. 202, The Commissioning Process for Buildings and Systems

• American Society of Mechanical Engineers (ASME)/ANSI A17.1, Safety Code for Elevators and

Escalators

• FEMA P-58-6, Guidelines for Performance-Based Seismic Design of Buildings

• Institute of Electrical and Electronics Engineers (IEEE) Std 141, Recommended Practice for Electric

Power Distribution for Industrial Plants (Red Book)

• IEEE Std 241, Recommended Practice for Electric Power Systems in Commercial Buildings (Gray

Book)

• IEEE Std 242, Protection and Coordination of Industrial and Commercial Power Systems (Buff Book)

• IEEE Std 399, Recommended Practice for Industrial and Commercial Power Systems Analysis

(Brown Book)

• IEEE Std 551, Recommended Practice for Calculating AC Short-Circuit Currents in Industrial and

Commercial Power Systems (Violet Book)

• IEEE Std 1584, Guide for Performing Arc-Flash Hazard Calculations

• IEEE Std 3000, IEEE Standards Collection: Protection and Coordination

• International Building Code (IBC)

• International Fire Code (IFC)

• International Plumbing Code (IPC)

• National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual

• National Fire Protection Association (NFPA) 10, Standard for Portable Fire Extinguishers

• NFPA 13, Standard for the Installation of Sprinkler Systems

• NFPA 14, Standard for Installation of Standpipe and Hose Systems

• NFPA 20, Standard for Installation of Stationary Pumps for Fire Protection

• NFPA 22, Standard for Water Tanks for Private Fire Protection

• NFPA 24, Standard for Installation of Private Service Mains and their Appurtenances

• NFPA 70, National Electrical Code

• NFPA 70E, Standard for Electrical Safety in the Workplace

• NFPA 72, National Fire Alarm and Signaling Code

• NFPA 75, Standard for the Fire Protection of Information Technology Equipment

• NFPA 101, Life Safety Code

• NFPA 110, Standard for Emergency and Standby Power Systems

• NFPA 220, Standard on Types of Building Construction

• NFPA 241, Standard for Safeguarding Construction, Alteration and Demolition Operations

• NFPA 291, Recommended Practice for Fire Flow Testing and Marking of Hydrants

• NFPA 780, Standard for the Installation of Lightning Protection Systems

• NFPA 1221, Standard for the Installation, Maintenance, and Use of Emergency Services

Communications Systems

Other

• National Society of Professional Engineers (NSPE) Position Statement No. 10-1778 – Responsible Charge

• U.S. General Services Administration Standard Test Method for Glazing and Window Systems Subject to Dynamic Overpressure Loadings