Attachment J-1 Scope of Work ATCT Base Building RTR_Amend 0001.pdf

SCOPE OF WORK

ARCHITECTURAL/ENGINEERING AND

FINAL DESIGN

Remote Transmitter/Receiver (RTR), Airport Traffic Control Tower (ATCT) and Base Building

Mineta San Jose International Airport

San Jose, California

August 30, 2023

U.S. Department of Transportation Federal Aviation Administration

A/E Scope of Work San Jose ATCT, Base Building, RTR ii

Table of Contents

1.0 SCOPE OF WORK

1.1 POINTS OF CONTACT

1.2 BACKGROUND INFORMATION

Figure 1. Plot Map

1.3 CRITERIA FOR DESIGN

1.3.1 FAA DOCUMENTS

1.3.2 OTHER GOVERNMENT DOCUMENTS

1.3.3 REFERENCED CODES

1.3.4 OTHER

1.4 DESIGN TEAM

2.0 TECHNICAL REQUIREMENTS

2.1 ATCT

Figure 2. Cab Orientation

2.2 BASE BUILDING

2.3 RTR (See Attachment 11 for Draft Generic RTR Design Reference Guide) .. 11

2.4 SITE PLAN

Table 1. Site Plan

3.0 SERVICES

3.1 GENERAL

3.1.1 Environmental Assessment

3.1.2 Environmental Site Assessment

3.1.3 Document Ownership

3.1.4 Drawings

3.1.5 Building Information Modeling

3.1.6 Specifications

3.1.7 Cost Estimate

3.1.8 Safety

3.1.9 Sustainable Federal Buildings

3.1.10 Permitting

iii

3.1.10.1 Federal, State, and Local Pollution Abatement Criteria and Environmental Permits

3.1.11 Surveying

3.1.12 Architectural Rendering

3.1.13 Project Schedule

3.1.14 Project Planning Document

3.1.15 Site Coordination

3.1.16 Site Access

3.1.17 Design Data Handbook

3.1.18 Construction Market Survey

3.1.19 Material Handling and Lift Study

3.1.20 Enhanced Whole Building Commissioning

3.2 DESIGN SERVICES

3.2.1 Civil Design

3.2.2 Architectural Design

3.2.3 Structural Design

3.2.4 Mechanical Design

3.2.5 Electrical Design

Table 2. CPDS Bus Characteristics

3.2.6 Electronics Design

3.2.7 Low Voltage Systems Design (non-NAS)

3.2.8 Fiber Optics Communication Transmission System Design – Outside Plant

3.2.9 Fire Life Safety Design

3.2.10 Security Design

3.3 ENGINEERING SERVICES

3.2.1 Meetings, Reviews, and Conferences

3.3.2 Site Investigations

3.3.2.1 Geotechnical

3.3.2.2 Environmental Protection Requirements Investigation, Report, Permit Applications and Supporting Documents

3.3.3 Printing, Reproduction and Mailing

3.3.4 Travel and Subsistence

3.3.5 Quality

3.3.5.1 Quality Assurance

iv

3.3.5.2 Quality Control

4.0 CONTRACT DELIVERABLES

4.1 DESIGN SUBMISSIONS

4.1.1 Project Planning Document

4.1.2 45% Submission

4.1.3 70% Submission

4.1.4 100% Submission

4.1.5 Final Submission

5.0 CONTRACT SCHEDULE

Table 3. Milestone Activity Durations

6.0 ACRONYMS

7.0 ATTACHMENTS

1.0 SCOPE OF WORK

The Federal Aviation Administration (FAA) intends to replace the existing Airport Traffic Control Tower (ATCT) and base building facility at the Mineta San Jose International Airport (SJC) in San Jose, California. As a result, the existing Remote Transmitter/Receiver towers (RTR) and corresponding facilities have to be relocated prior to the construction of the new ATCT and base building. ATCT facilities are considered essential facilities by the International Building Code (IBC) (Risk Category IV) and American Society of Civil Engineers (ASCE) (Operational 1-A).

The FAA intends to contract an Architectural/Engineering (A/E) firm to design and prepare bid documents for both the new RTR and the new ATCT and Base Building. Work type includes, but is not limited to, engineering studies and preliminary designs, final designs and bidding documents, structural analysis, site surveying, pavement designs, master planning, and construction support. The work requires the A/E to have specific areas of expertise. These areas include, but are not limited to, civil, architectural, structural, mechanical, plumbing, fire protection, electrical, and electronics engineering disciplines as well as geotechnical, blast resistance, progressive collapse, surveying, etc. This Scope of Work (SOW) requires High Performance Sustainable Building (HPSB) design compliance, land surveying, geotechnical subsurface investigation, soil analysis, security design, and wind tunnel testing. The work may also include facility management and contract administration support, including, but not limited to, project management support, critical path method (CPM) preparation and analysis, drafters, cost estimators, specification writers, interior designers, and administrative personnel.

The FAA may advertise and bid the construction documents at a later date. Milestone: 70% submission must be provided no later than December 3, 2024 for FAA internal decision process.

Construction support is considered in the scope of this project but will not be awarded until the start of construction. The construction support includes, but is not limited to shop drawing review, site inspection, and construction management. Construction support will be listed as a contract line item number (CLIN) on the award document.

1.1 POINTS OF CONTACT

Inquiries regarding this contract should be directed to the Contracting Officer. The A/E must not release any information concerning individual projects to the public without written authorization from the FAA.

1.2 BACKGROUND INFORMATION

The existing ATCT and Base Building was constructed in 1992 and was designed to accommodate 7 operational positions to serve Mineta San Jose International Airport (SJC). The existing RTR site was built in 2003 and consists of 4 towers, one equipment shelter, a storage shelter, and a fenced storage area. With the current projected growth of operations at this airport and the extension of one of the runways causing line of sight issues, the old tower no longer meets the demands of air traffic control.

These issues pose a risk to the flying public and a new 185 foot ATCT has been approved to be built in the lot adjacent to the current tower. Site coordinates and plot map are provided in Figure 1. New RTR to be located on “Proposed Secondary Site Development Site.”

The location of the new tower shaft is adjacent and in close proximity to the existing RTR site.

Construction of the new tower may result in interference and/or outages, therefore, the services and information provided by the RTR must be relocated and transitioned to the existing tower prior to starting construction on the new ATCT and Base Building. Once construction of the new RTR site has been completed and service cutover from existing RTR to new RTR, the existing RTR can be demoed and construction of the new ATCT, base building, and its surrounding site improvements can proceed.

Figure 1. Plot Map

1.3 CRITERIA FOR DESIGN

The facilities must be designed and constructed to adhere to the documents, codes, and industry standards and handbooks referenced below. All references to codes, standards, and handbooks below are for the latest version at the time of design. 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. The A/E must notify the Contracting Officer when the proposed design conflicts with local code requirements.

Refer to the Terminal Facilities Design Standard (TFDS) Version 2.1.1 for technical direction and requirements, unless otherwise specified in this SOW.

1.3.1 FAA DOCUMENTS

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

A. Standards

• Terminal Facilities Design Standard

• 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-C-1217, Electrical Premise Wiring

• 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

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

B. Orders

• JO 3900.63, Fall Protection, to include ATO Fall Protection Memo

• JO 3900 64A, Air Traffic Organization Electrical Safety Program

• JO 6580.3B, Remote Communications Facilities Installation Standards Handbook

• JO 6580.5C, Maintenance of Remote Communication Facility (RCF) Equipment

• JO 6030.20, Electrical Power Policy

• JO 6950.2E, Electrical Power Policy Implementation at National Airspace System Facilities w/Appendix 1 Part A and B

• Order 1050.15, Fuel Storage Tank Systems at FAA Facilities

• Order 1600.69, FAA Facility Security Management Program (For Official Use Only)

• 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

• Order 6950.27B, Power System Studies

C. Other FAA Documents

• Air Traffic Organization Technical Space Guideline

• FAA Advisory Circular (AC) 70/7460-1M, 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 Handbook 10, Recommended Practices and Procedures for Lightning Protection and Surge Protection, Grounding, Bonding, and Shielding Implementation

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

• Fire Life Safety (FLS) Technical Implementation Guidance

1.3.2 OTHER GOVERNMENT DOCUMENTS

A. Executive Orders

Executive Order (EO) 14057 of December 8, 2021, Catalyzing Clean Energy Industries and Jobs Through Federal Sustainability and its Implementation Instructions, attachments 16 and 17

B. Federal Acts

1. Americans with Disabilities Act (ADA) of 1990

2. Architectural Barriers Act (ABA) Accessibility Standard for Federal Facilities

3. Federal Endangered Species Act

C. Facility Standards

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

D. Occupational Safety and Health 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.

1. 29 Code of Federal Regulations (CFR) §1910, Occupational Safety and Health Standards (General Industry Standards)

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

3. 29 CFR §1960.20, Alternate Standard for Fire Safety in Airport Traffic Control Towers

4. 47 CFR §15, Radio Frequency Devices

1.3.3 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-222-H, Structural Standard for Antenna Supporting Structures, Antennas and Small Wind Turbine Support Structures

• ANSI/TIA 569, Telecommunications Pathways and Spaces

• 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

• 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

1.3.4 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

1.4 DESIGN TEAM

The A/E must identify the design team members within their organization by name and title, who will hold key positions under this contract. As a minimum, each proposal must include information and resumes for the Project Manager and Engineer of Record for each identified discipline.

Design deliverables must be prepared and signed by a Registered Professional Engineer in the State of California practicing in their appropriate field. The professional engineer for each discipline of engineering must follow NSPE Position Statement No. 10-1778, Responsible Charge, latest revision.

The final design deliverables for each discipline must bear the stamp of an Engineer of Record licensed in that field who is in Responsible Charge of the deliverable as follows:

• Architect of Record

• Civil Engineer of Record

• Electrical Engineer of Record

• Fire Life Safety Engineer of Record

• Geotechnical Engineer of Record

• Mechanical Engineer of Record

• Structural Engineer of Record – All structural design calculations and record documents must be overseen, approved, and sealed by a professional Structural Engineer (S.E.) active/registered in the state of California. All façade and glazing structural engineering must be performed by an S.E. with 10 years’ experience in high-rise glass and façade engineering, and/or who has successfully designed a minimum of two complete ATCT cab glazing systems.

The A/E must submit proof of current licensure for all design professionals engaged in the project at the project kickoff meeting. Where applicable, each design deliverable must also bear the stamp of a Registered Professional Land Surveyor (Surveyor) or a Registered Architect (Architect) registered in the State of California. Any changes to Engineer of Record personnel as requested by the A/E must be submitted to and approved by the FAA.

It is assumed that the successful A/E will devote the level of effort, skilled manpower, and other resources necessary to complete the design work in compliance with the performance time of this contract.

2.0 TECHNICAL REQUIREMENTS

Initial planning of the ATCT design must be conceptually based on the Piedmont Triad International Airport (GSO) ATCT located in Greensboro, North Carolina (refer to Attachment 3 and) for general layout and facility functionality, but must be designed with a shaft to accommodate structural requirements for the ATCT height and seismic loads. The Base Building must be custom-designed for the site, but the design can use the Terminal Facilities Standard Design 11,000SF as a basis. Refer to Attachment 4.

Due to the overall square footage requirements of the Base Building, the height of the ATCT and the site-specific building loads (high seismic) associated with this project, the SJC facilities must not be designed using standard drawings. All design work must be specific to San Jose, California; however, concepts from the standard designs will be used to promote an efficient and economical design. The project must comply with the Architectural Barriers Act (ABA). Blast Design is not required for the ATCT and Base Building due to their categorization as Facility Security Level (FSL) 2.

Design and planning for the new RTR site shall be based on the existing RTR plans provided. Refer to Attachment 5, updated to latest FAA and industry standards and more recent FAA RTR design drawings, specifications, and details - to be provided at a later date. The new RTR site shall include 4 towers designed to meet the height and seismic requirements for the area as well as the clearance and redundancy requirements prescribed by the FAA. Design must also include a precast shelter for electronics equipment, a prefabricated storage building, and a fenced storage area. Both buildings must be insulated, conditioned, and at minimum, the same size as the existing shelter and storage building.

New RTR shall be temporarily connected to the old ATCT throughout the duration of construction of the new ATCT and eventually cutover to the new ATCT upon construction completion.

Plans and specifications shall clearly separate the construction of the new RTR and new ATCT and Base building into different phases or packages. Final designs and bid packages must stipulate the completion and connection of the new RTR to the old ATCT prior to construction of the new ATCT and Base Building.

2.1 ATCT

The special detailed requirements of the IBC for ATCTs must apply to the design of the ATCT.

A. General

1. The overall facility height must not exceed the value identified in the final Siting Report -attachment 6.

2. The ATCT must have a finish grade of 50 feet mean sea level (MSL).

3. The ATCT and Base Building will include a fire apparatus access road. The ATCT must be designed with a fire access road around the ATCT and base building that will provide enough clearance for vehicle maneuverability and unobstructed width that meets California Fire Code Section 503.2.1 for buildings taller than 30 feet.

4. The ATCT must be designed with a full-height equipment room directly under the cab that will house electronics equipment, cable tray and heating, ventilation, and air conditioning (HVAC) ductwork in support of the cab operations.

5. The unoccupied areas of the ATCT vertical shaft must be designed as non-functional areas (no administrative functions). Vertical shafts (fire rated chases) must be designed within the ATCT shaft footprint to route plumbing supply and waste lines, electrical feeders and wiring, electronics cabling and wiring, grounding wires, and fire sprinkler lines. The shaft must be constructed with materials meeting fire resistance and mold resistance standards.

6. The ATCT shaft must have multiple anchor points for scaffold rigging to allow exterior maintenance such as future maintenance of the ATCT shaft skin, down conductors, joints, and inspections. Anchor points must be accessible for maintenance and testing.

7. Combustible Cladding Assemblies/Components

Only non-combustible exterior wall assemblies are to be used. Any exterior wall assembly using combustible components that is required to pass NFPA 285, Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Wall Assemblies Containing Combustible Components, test is prohibited. Specifically:

a. All combustible Metal Clad Materials, metal composite material (MCM), aluminum composite material (ACM), or other derivatives, are prohibited from use in exterior wall assemblies, including fire retardant treated.

b. Structural insulated panels (SIP) or insulated metal panels (IMP) with foam plastic cores are prohibited from use in exterior wall assemblies.

c. Foam plastic or other combustible insulation products are prohibited from use in exterior wall assemblies.

Exception: Water resistive barriers, including combustible materials, may be used when specified and installed in full conformance with the IBC, specifically Section 1402.5 Exceptions No. 1 or No. 2.

B. Elevators

1. The ATCT must have two elevators.

2. Each of the two elevators serving the ATCT must have its own shaft.

3. The design must provide for dual machine room type elevators serving the ATCT.

4. “Confined Space” must be painted in each elevator shaft pit.

5. One elevator must be designated as a Fire Service Access Elevator (FSAE) in accordance with the IBC.

6. Elevator shafts must be designed with mold resistant construction.

7. Elevator shafts must have accessible ventilation with gravity dampers. Exterior ventilation must occur at base of elevator shaft or no more than 30 feet above finish grade (AFG).

8. Elevators must have temperature control in the cars with electric heating.

C. Stairway

1. The ATCT must have two separate exit stairways. Each stairway must be designed to comply with NFPA 101, Life Safety Code, and the IBC.

2. ATCT stair enclosures must be protected from smoke intrusion by means of positive pressurization smoke control. Stair shafts must maintain minimum and maximum pressurization values as allowed for sprinklered occupancies.

3. All floors must have access to exit stairs; all egress paths must be kept clear and unobstructed.

4. The design must also comply with the FAA’s airport traffic control tower alternate design standard (29 CFR §1960.20, Alternate Standard for Fire Safety in Airport Traffic Control Towers).

D. Cab

1. The cab design must show operational positions. The final configuration of the consoles will be determined after the selection of the slatwall console contract.

2. The ATCT cab floor must be designed to a height of 155 feet AGL. Refer to Table 1 for additional information.

3. The ATCT cab must be approximately 550 square feet with 12 equally segmented sides.

4. The ATCT cab must be designed with cable pathways from the cab floor to the penthouse above. The pathways must be accessible.

5. The cab must not have a raised floor.

6. The cab glass must slope outward from the sill at 15 degrees and designed to be installed from the exterior of the building. The panes must span uninterrupted both vertically between both the head and sill and horizontally between the twelve corner points (sloped roof framing members) shown on Figure 2 (horizontal or vertical intermediate window mullions are not permitted). Removal and replacement of the cab glazing must done from the exterior of the building.

a. The A/E must investigate and provide a recommended glazing system. The system must use only annealed, low-iron, uncoated glass and may consist of laminated, monolithic, insulating glass units (IGU) or combination units. The recommendation must cite the advantages and disadvantages of each, taking into consideration that clarity and visibility through the cab glass and its functionality with respect to air traffic operations generally take precedence over energy efficiencies. The impacts must include, but may not be limited to, transmittance, reflectance, distortion, double imaging of IGUs, as well as impacts to solar heat gain, condensation, and HVAC design.

7. The A/E must design the ATCT with the infrastructure for future antenna mounts as the ATCT will have communications antennas on the cab roof and around the cab catwalk.

8. The FAA may install antennas for communication on the cab roof. The A/E must design a cable tray and antenna mounting system for the cab roof. Antenna cables entering the building must be grounded on a copper bulkhead plate mounted in a junction box in accordance with FAA-STD-019, Lightning and Surge Protection, Grounding, Bonding, and Shielding Requirements for Facilities and Electronic Equipment, and the entry point must be designed to be weather tight. The cab roof must provide a safe work environment for personnel. See FAA-STD-019 for more details.

9. The ATCT cab ceiling must be designed with a retractable ladder for roof access. The ladder section must be equipped with a safety post.

10. The ATCT cab ceiling and its structure must be designed and equipped with an electric winch system capable of hoisting weight 150% greater than that of the largest mechanical or electrical equipment, but not less than 1,000 pounds, that will serve the cab space. The winch must have access hatches from the cab down to the junction level for elevator access. The A/E must coordinate minimum hatch size with the FAA and the A/E Mechanical Engineer of Record.

11. The design must provide a cab catwalk that allows for routine cab window maintenance and cleaning. The cab catwalk must provide a safe work environment for personnel.

Access to the cab catwalk must be from the stair leading to the control cab or other appropriate location. The cab catwalk must be a minimum of 3 feet wide with a 45-inch parapet wall.

12. Cab Orientation

The ATCT cab must be oriented as shown in Figure 2.

E. Wind Tunnel Testing

The A/E must provide and perform wind tunnel testing of the ATCT to determine the optimal wind load design criteria for the ATCT (refer to Section 3.2.3, Structural Design).

Figure 2. Cab Orientation

2.2 BASE BUILDING

A. In accordance with FAA Memo “Communication Diversity for Critical ATO-T Systems,” dated

17 Dec 2009, all new ATCT installations must comply with FAA Order 6000.36, Communications Diversity.

B. The Base Building is programmed for approximately 12,800 square feet of total space per the Requirements Document. Refer to Attachment 7 for requirement document workbook excerpts.

The building will house administrative, and operational and environmental functions

C. The Base Building must be seismically separated from the ATCT shaft and provide code-compliant fire separation. If a link structure is necessary, the link must be kept as short as possible and must have displacement isolation joint at the ATCT interface. If a link is not utilized, the A/E team must provide design considerations and details to account for differential movement at the base of ATCT to the Base Building interface.

D. The A/E must ensure space is available for cable tray installation and cable management, mechanical system piping, and fire water piping between the Base Building and ATCT; the A/E must give this requirement a high priority during design. BIM modeling must confirm accessibility and maintenance space exists.

E. The Base Building must be orthogonal in shape, and the corners of interior and exterior walls must not contain acute or obtuse angles.

F. The A/E must provide the site layout to illustrate the setback or lack of for the facility record.

Setback distances must follow FAA Order 1600.69, FAA Facility Security Management Program.

G. Consideration must be given to 25% future expansion of operational spaces of the Base Building.

Operational spaces include the electronics equipment rooms and TELCO room. Expansion must not encroach upon the parking setback distance. The A/E must consider electrical and mechanical system capacities, and methods for expansion to accommodate the 25% expansion of operational spaces.

H. The electronics equipment room(s) must be equipped with a raised floor system. The raised floor system must accommodate the signal reference ground grid in accordance with FAA-STD-019.

I. The design must provide roof top access for maintenance, future renovations, and future system installations. The access must be via an interior stairway.

2.3 RTR (See Attachment 11 for Draft Generic RTR Design Reference Guide)

A. The Antenna Towers shall be of the self-supporting type and designed based upon local building codes and local site conditions with consideration given to wind, seismic, snow and ice loading.

Additionally, the towers shall be designed in accordance with TIA STD-222-H LATEST ADDENDUM (Critical Type IV Facility), OSHA and the UIS Standard Tower Drawings. Towers shall be spaced 120 FT c.c apart from each other and shall include 8 antenna fully retractable swing arm mounts providing a min. of 8 ft separation between antennas. Each antenna mount shall be equipped with a fiberglass antenna mount extending 18" above the towers top hardball.

Each tower platform shall have a 5000 lb.(any direction) rated anchorage.

B. The RTR facility shall comply with current FAA security requirements including a 20 ft. setback from the face of each structure's face to any adjacent fence that is accessible by the public. The RTR facility shall be provided with a security fence, area lighting and approved door, frame and associated hardware requirements. All exterior junction boxes, cabinets, etc. shall include a pad-lockable handle. Tower hatches shall also be pad-lockable. Each lockable device shall be equipped with a Best Cormax padlock with appropriate FAA dye-stamp. All buildings shall include 7-pin (removable) Best Cormax locksets.

C. The RTR Facility shall include an Earth Electrode System (EES) as defined and specified in FAA- STD-019. This shall consist of a counterpoise of #4/0 AWG BC buried a min. of 24" below grade connecting a network of copper clad 10 FT ground rods creating loops around each antenna tower and the equipment building. The five counterpoises shall be connected to each other with #4/0 AWG BC conductors. Furthermore, there shall be one #4/0 AWG BC connecting the RTR counterpoises to the new ATCT counterpoise. Also, see FAA-STD-019 for fence grounding and ductbank grounding requirements.

The EESs shall be designed so as to achieve a maximum 10 ohms resistance for the entire facility. The equipment building shall also include an internal ground system in accordance with FAA-STD-019 and FAA-C-1217. This shall include a network of wall and cable tray mounted copper ground plates, including Main, Supplemental, Singlepoint and Multipoint, interconnected by specific color-coding cabling identified in FAA-STD-019. The building Main and Supplemental

Ground plates shall connect to the RTR building EES via two 500 kcmil cables, one from each plate. All bonds shall be prepared, implemented, sealed and tested as indicated in FAA-STD- 019.

D. The RTR (Electronics Equipment) Building shall be designed to accommodate all FAA equipment complete with two rows of racks with a min. of 3ft. clearance behind the racks and 5ft. min.

clearance in front of the racks. The building shall be complete with interior and exterior finishes, interior and exterior lighting, interior and exterior grounding systems, electrical distribution system and mechanical (HVAC) equipment designed with redundancy. The walls shall have a minimum R value of 12 and the ceiling a min. R value of 19. The building shall be equipped with a turnkey 24V DC System installation through the FAA's National Contract complete with all test equipment, spares, monitoring equipment (ERMS,) etc. Additionally, the building shall be equipped with an exterior outlet and manual transfer switch for connecting a portable engine generator in case of an extended power outage.

E. The prefabricated maintenance/storage building shall be complete with interior and exterior finishes, lighting, electrical and mechanical systems meeting or exceeding the current building

F. The fenced storage area shall be duplicated at the new RTR location meeting or exceeding the current configuration and fencing.

G. The new RTR shall comply with FAA Diversity requirements providing new fiber optic ductbanks providing a loop type configuration or a min. duct separation of 25ft endpoint to endpoint entering each building/facility at typical diagonal opposite points of entrance.

H. Prefabricated storage building and RTR equipment shelter shall be provided with water service limited to include exterior hose bibs.

I. The RTR shall have a dedicated electrical service. The service shall be 3-phase 208V, 200A.

J. The RTR shall have a 3-phase feed from the essential bus at the new ATCT. The transformer shall be located at the RTR, and shall be delta-grounded wye, 480V primary to 208V/120, dry and outdoor type. An open-transition manual transfer switch shall be installed with utility feed as its source 1, and the essential feed from the new ATCT as its source 2.

2.4 SITE PLAN

The site plan must be coordinated with all disciplines. The recommended site, Site 4 as defined in the Siting Report (Attachment 6), identifies the location of the new ATCT and Base Building as well as location of the new RTR site. There are approximately 2.6 acres of space available for the project. FAA has conducted a Phase II Environmental Site Assessment (ESA). The ground water and soils in the vicinity of the site contains traces of Perfluorooctanoic acid (PFOA) and Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS) and hydrocarbons. The A/E must develop treatment and mitigation plans based on the findings provided in the ESA. Table 1 provides detail regarding Site 4.

Table 1. Site Plan

Item Description Site 4 Line of Sight Proposed location provides unobstructed view of all runways, their exit/entrance points, approach ends, arrival and departure paths.

Eye-Level (AGL) 155 ft AGL

Top of Tower (AGL) 185 ft AGL 235 ft MSL

Latitude 37° 21′ 34.23″ N Longitude 121° 55′ 13.58.85″ W

Item Description Site 4 Location on Airport Site located on the southwest side of the field, approximately 400 ft. west of the existing tower and approximately 500 ft. southwest of the edge of TWY V.

Maximum Distance (to farthest point on all runways and taxi ways) RWY 12L 6,010 ft

Object Discrimination (Pass/Fail) Detection: 100% – PASS Recognition: 96.6% – PASS

Line of Sight Angle of Incidence 1.59° – PASS

Air Space Evaluation No objections after discussions with Flight Procedures, Air Traffic, and Siting team.

Per OEAAA 7460 ASN 2022-AWP-1136-NRA This site will obstruct the RF Transmissions from the SJC/A/B/C RTR/ECS located southeast of the proposed location. Tech Ops recommends that the current Engineering Services project's scope be expanded to include an RCF siting study report to relocate the SJC/A/B/C RTR/ECS per JO 6580.6A in order to accommodate this site

TERPS Impacts No Objections 14 CFR Part 77 Impacts No objections Environmental Issues Anticipate soil and groundwater contamination

3.0 SERVICES

3.1 GENERAL

3.1.1 Environmental Assessment

The FAA will conduct a National Environmental Policy Act (NEPA) review and environmental assessment after completion of the 70% drawings.

3.1.2 Environmental Site Assessment

The FAA has conducted a Phase II ESA (Attachment 12) of the project site as part of the site selection process. The Phase II ESA found some soil and ground water contamination and recommended actions moving forward. The Phase II ESA findings must be incorporated into the plans and specifications.

3.1.3 Document Ownership

Document ownership must be in accordance with TFDS Appendix A, Section A.5, Document Ownership.

The FAA may elect to use all, or a portion, of this design at other locations as the FAA sees fit; however, the A/E will be released from any liability/responsibility for other locations.

3.1.4 Drawings

The drawings generated for this project must be computer-drawn on ANSI D-sized sheets. Unless approved otherwise, all floor plans and details must be drawn to scale. The drawings must be generated in an AutoCAD 2019 compatible format (.dwg). All drawings must comply with FAA-STD-002, Standard Engineering Drawing Preparation and Support. The final drawing files must be submitted through electronic transmission and Universal Serial Bus (USB). Autocad .DWG files must be provided to the FAA upon acceptance of final plans.

3.1.5 Building Information Modeling

The A/E must refer to the FAA BIM Guide Version 5.0 (Attachment 2) for details on the requirements for this project.

3.1.6 Specifications

A. Construction Specification Institute MasterSpec

The A/E must use Construction Specification Institute (CSI) MasterSpec to develop the specifications. The A/E must edit each section of the specification to accurately reflect the project requirements. The A/E must coordinate with the FAA for a specification number and date. The final project specifications must be submitted to the FAA in Microsoft Word.

B. Division 1 Specifications

The FAA will provide the GSO Division 1 specification section as a starting point for development of the SJC specifications (refer to Attachment 8). The A/E must adapt and write Division 1 for inclusion with the remaining specifications. Division 1 must be fully coordinated with all the technical specifications and the local port authority, and appropriate state and county construction and emission regulations. The Division 1 specification must be written to place emphasis and detail into the long-term operations and maintenance of the facility. It is the intent of this SOW that the A/E delivers a “ready-to-advertise” CSI format construction specification.

C. Trade Names or Proprietary Items

The use of trade names or proprietary items on drawings or in specifications should be avoided.

The A/E must not draft specification sections by adopting a manufacturer’s specification or description of a particular commercial article.

3.1.7 Cost Estimate

A. Construction Cost Estimate

The A/E must prepare a detailed construction cost estimate for the project in Microsoft Excel format and submit as defined in TFDS. The construction cost estimate must be as accurate as possible based on the design accomplished at that time. The construction cost estimate will be used for programming and budgeting purposes.

The A/E must design the project within the programmed funds ($61M). If, at any time, it becomes apparent that the project cost will exceed the construction programmed amount, the A/E must notify the FAA immediately. The A/E must suggest cost saving measures. These cost saving measures are considered part of the basis of design and not value engineering (VE) studies.

Refer to TFDS, Appendix D, Section D.1, Cost Estimate Preparation, for minimum requirements.

The construction cost estimate must be supported by a complete written takeoff which is organized and correlated with the design documents. Price quotes must also be documented with names, telephone numbers, and product cuts. The construction cost estimate must be subtotaled at the end with provisions made for the A/E’s overhead, profit, bonding, and applicable location factor(s). Overhead, profit, bonding, and location factor provisions must also be included for subcontractors, as appropriate.

B. Demolition Cost Estimate

The A/E must submit a cost estimate in Microsoft Excel for the demolition of the old ATCT and restoration of the site back to its original condition. The demolition cost estimate must be submitted to the FAA along with the 70% design submission for the new ATCT, Base Building, and RTR site, and must include shipping costs for the old engine generator (E/G) and associated components to a location designated by the FAA.

3.1.8 Safety

All work must include the necessary features required to produce a facility in which employee safety has been incorporated so as to conform to established safety codes and regulations. Particular attention must be given to safety features such as maintenance clearances for mechanical and electrical equipment, equipment guards, head clearances, handrails, guard rails, access hatches, ladder cages, fixed ladders, required hazard signage, confined spaces, and non-slip treads. All projects must meet the requirements of OSHA standards and other applicable user/Agency safety standards.

3.1.9 Sustainable Federal Buildings

The Energy Policy Act of 2005 - Energy Independence Security Act of 2007; and Executive Order (EO) 14057 of December 8 2021 - Catalyzing Clean Energy Industries and Jobs Through Federal Sustainability, attachment 16, and Implementing Instructions for Executive Order 14057, Attachment 9, require Federal agencies to increase efficiency, optimize performance, eliminate unnecessary use of resources, and protect the environment. The A/E must use these requirements as a design guide and include a Sustainability Criteria Checklist with design deliverables beginning with the 45% submission and continuing through the Final submission.

3.1.10 Permitting

The A/E must make all necessary arrangements and/or provide pertinent data for the FAA or construction contractor to obtain any required permits for the project, including utility services. If necessary, the A/E must coordinate any permitting required for storm water discharge, sanitary sewer, gas and electric, and potable/fire water with the authority having jurisdiction (AHJ). The A/E must have design data available for other appropriate AHJs that may include, but not necessarily be limited to, elevator life safety monitoring permits, fire department permits, fire alarm monitoring permits, noise permits, and general building permits.

3.1.10.1 Federal, State, and Local Pollution Abatement Criteria and Environmental Permits

To avoid wasted effort, the A/E must contact permitting agencies early in the design process. The A/E must ensure that the project is in full compliance with the requirements of all Federal, state, and local clean air, Bay Area Air Quality Management District, clean water, water rights, resource recovery, solid waste disposal standards, hazardous waste disposal standards, State Historical Preservation Office (SHPO) (if required) standards, and the Federal Endangered Species Act. All applicable standards and criteria must be obtained and reviewed by the A/E.

3.1.11 Surveying

All surveying must be accomplished by, or under the supervision of, a professional land Surveyor holding a current license issued by the State of California. Original field notes, computations, aerial negatives, photographs, and maps, without alteration, must be furnished to the FAA when the project is completed.

A legal description of the site including separate utility easements must be provided as soon as possible, but no later than the 45% submission, and must be included on the civil drawings. Topographical surveys must be provided for construction purposes. On site surveying efforts must be coordinated in advance and with the permission of the FAA and airport authority.

3.1.12 Architectural Rendering

The A/E must develop a watercolor architectural rendering of the ATCT and Base Building once the building elevations, finishes, and colors have been finalized. A preliminary half-sized rendering must be submitted for review prior to generating the final version. The final rendering must be approximately 500 square inches in size, matted, and framed. In addition to the original rendering, the A/E must provide five full-size and twenty 8 x 10 inch color photographs of the rendering. All of the full-size and 8 x 10 inch photos must be matted and framed. The frame glass must contain ultraviolet (UV) filtering and anti-reflective coatings. A digital copy of the rendering shall also be provided to the FAA.

3.1.13 Project Schedule

The A/E must develop a detailed schedule and Program Evaluation Review Technique (PERT) chart that outlines all of the engineering activities, including submissions and review times, for this project from start to finish. The schedule must be generated and maintained with Microsoft Project, and must show the critical path and float between activities. The schedule and chart must be submitted with the A/E’s proposal. The schedule must be updated with the actual start date and any necessary revisions within 1 week after the construction contract notice to proceed (NTP) and submitted to the FAA.

3.1.14 Project Planning Document

The A/E must develop and submit the Project Planning Document (PPD) as specified in the TFDS Appendix 5. The A/E must consider the volume and content of the information when developing their project schedule. The PPD must include a Site Plan confirming that site development requirements can be accommodated. The A/E must notify the FAA immediately if the A/E determines the site development requirements cannot be accomplished. Coordination with the FAA during the PPD development phase will be crucial to a successful submission. FAA comments generated during the PPD review phase must be promptly incorporated, and the entire PPD must be re-submitted for FAA approval. The A/E must not begin work on the 45% submission until the PPD has been approved and signed by the FAA, unless directed otherwise by the FAA. A sample PPD for the Palm Springs ATCT is provided as attachment 15.

3.1.15 Site Coordination

The A/E will be responsible for coordinating with the airport and utility companies for airport access and utility connections. The FAA must be notified of any meetings and an agenda must be submitted to the FAA at least 2 weeks in advance. The A/E must keep the FAA informed during the entire project and immediately notify the FAA if problems are encountered.

3.1.16 Site Access

The A/E must follow site restrictions and requirements prior to and during any site visits. Access to the SJC Airport Operations Area (AOA) will require coordination with the San Jose Airport, and possibly training and special badging.

3.1.17 Design Data Handbook

The A/E must develop and submit a Design Data Handbook as part of the engineering phase of this project. The Design Data Handbook must include a narrative of the basis of design and must include information on the system selected, how it functions, reasons why it was selected, advantages over other systems considered, expected design life (if applicable), and other pertinent information (e.g., the primary HVAC system selected and the major components of that system, the type of backup HVAC system selected including the major components and controls).

Refer to TFDS, Appendix C, Design Specification Submittal for more information.

3.1.18 Construction Market Survey

The A/E must develop a market survey to determine interest in the construction contract. This survey will be delivered to the FAA for use in procurement planning.

3.1.19 Material Handling and Lift Study

The A/E must develop the site layout in coordination with material handling and lift study. The study should address crane size and positioning around the site, the use of helicopters, freight elevator, and hoisting systems.

Drawings and specifications shall clearly indicate the requirement for the construction contractor to submit FAA online form 7460-1 and obtain approved aeronautical studies for Obstruction Evaluation and Airport Airspace Analysis (OE/AAA.)

See https://oeaaa.faa.gov/oeaaa/external/portal.jsp

3.1.20 Enhanced Whole Building Commissioning

The A/E must develop and integrate Whole Building Commissioning requirements (Attachment 14) into the specification and the design. Ensure performance criteria for various design components are clearly documented in the PPD and specifications.

RTR site must be completed prior to construction of new ATCT and Base Building, and will not be part of the final Whole Building Commissioning requirements. The A/E must also develop and integrate separate requirements for the testing, cutover, and close out of the RTR site construction into the specification and design.

The A/E may be requested to participate in post design commissioning activities.

3.2 DESIGN SERVICES

The A/E must provide a comprehensive design package suitable for construction bidding purposes for the project. Each element of the design must be addressed in such a manner as to meet the needs of the proposed work and simultaneously function from an engineering standpoint with the existing buildings and systems as described herein. The A/E must design any removals and site work necessary to enable the proposed work to be fully incorporated into the existing site.

The final deliverables under this SOW include, but are not limited to, civil, architectural, structural, mechanical, electrical and electronics drawings, and FLS design as well as specifications, design calculations, a Design Data Handbook, and a construction cost estimate. Design deliverables must be in conformance with the criteria, recognized codes, FAA Orders, guides, and standards identified in Section 1.3, Criteria for Design and Construction. Based on recent projects of similar scope and magnitude, the following sections and paragraphs outline the concepts and requirements that must be incorporated into the final design package.

The TFDS and the FAA BIM Guide Version 5.0 must be followed for the design of this project.

3.2.1 Civil Design

A. Site/Utilities Layout and Design

The A/E must lay out and design the structures, grading, access road(s), parking lots, curb and gutter, sidewalks, storm drainage, sanitary sewers, retention structures and other utilities such as natural gas, electricity, water, and telephone. Drawings must clearly show the point of connection to existing utilities and accurately depict the utility routing from the connection into the building.

Manholes and/or hand holes, where required, must be sized and spaced in accordance with State of California or city of San Jose local requirements. The A/E must contact and coordinate all utility requirements with the appropriate local suppliers.

B. Storm Drainage Study

The A/E must perform a storm drainage study early in the design to determine the expected runoff from the site. The State of California and local agencies will use the results of the study to dictate how the storm runoff will be handled. The A/E must comply with state and local agency direction/recommendations. Project must comply with all Provision C.3. requirements of the Municipal Regional Permit (MRP) for new and redevelopment projects related to stormwater treatment.

C. Landscaping

The A/E must design landscaping for…