Attachment J-1g Requirments Document (RD) Workbook Excerpts.pdf

Norman Y. Mineta San Jose International Airport (SJC)

San Jose, California

Airport Traffic Control Tower (ATCT)

REQUIREMENTS DOCUMENT

Prepared By:

Air Traffic Organization

Technical Operations

Facilities & Engineering Services (AJW-2)

Terminal Facilities Planning (AJW-2444)

October 2022

Federal Aviation Administration

800 Independence Avenue SW

Washington, D.C. 20591

Norman Y. Mineta San Jose International Airport (SJC), CA, ATCT, Requirements Document October 2022

Federal Aviation Administration – Air Traffic Organization

For Internal Use Only – Not for Distribution

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Background:

This document defines the facility requirements for the Norman Y. Mineta San Jose International Airport (SJC), CA, ATCT replacement project. These requirements are the baseline for subsequent design and implementation and as such, these requirements will not be changed without prior approval. The cost and schedule will be updated as the design is completed. This document indicates that Terminal Facilities Planning has deemed the program ready for execution responsibilities. Terminal Facilities Execution agrees to accept the program and begin implementation.

Recommendation: Approve Requirements Document for Alternative 3 (Replace the existing SJC ATCT)

Submitted By: ______________________________________________________________________________

Manager, Terminal Facilities Planning (AJW-2444) Date

Signed by Date Decision

Approved

Disapproved

Group Manager, Facilities and Security Services Group (AJW-24)

Approved

Disapproved

Group Manager, Planning and Requirements Group, Western Service Center (AJV-W3)

Approved

Disapproved

Director, Technical Operations, Western Service Area (AJW-W)

Approved

Disapproved

Director, Air Traffic Operations, Western Service Area (AJT-W)

Approved

Disapproved

Director, Financial Services (AJG-R)

Approved

Disapproved

Director, Air Traffic Operations, Headquarters (AJT-2)

Approved

Disapproved

Vice President, Air Traffic Services (AJT-0)

Approved

Disapproved

Director, Facilities & Engineering Services (AJW-2)

Approved

Disapproved

Vice President, Technical Operations (AJW-0)

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1.0 Executive Summary

The SJC ATCT is located across the airfield from the airport terminal buildings. The ATCT is a Tier 2, ATC

Level 7 facility that operates 18 hours per day, 7 days a week. The SJC ATCT Cab is approximately 525 square feet with a Cab eye level of 83 feet above ground level (AGL).

Figure 1. SJC ATCT and Base Building

The 6,120-square-foot ATCT is a site adaptation of the Leo Daly/HNTB standard design, with a 560-square-foot Cab and a slightly larger shaft. The SJC ATCT is slightly modified from the Low Activity

Level (LAL) standard upon which it is based. The ATCT has eight levels plus the Cab. The 4,370-square-foot base building is a single-story standard design intermediate-level base building without a TRACON, and was constructed at the same time as the ATCT. A 320-sq. ft., stand-alone, prefabricated wood storage trailer is located at the east corner of the site along with two additional smaller storage buildings (144 sq.

ft. and 60 sq. ft.).

The 2017 Quick Look evaluation found several Line-of-Sight (LOS) issues from the Cab as well as interior issues of the volume of equipment adding congestion to the Cab. Due to the significant number of LOS deficiencies, the project was recommended to enter into the Terminal Facilities Planning (TFP)

Investment Analysis Process (IAP).

Condition Assessment (CA) items being addressed pertain to life safety or non-compliance with

Americans with Disabilities Act (ADA) and Architectural Barriers Act (ABA) accessibility guidelines, as well as deferred maintenance and architectural, mechanical, and electrical deficiencies.

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A summary of the major deficiencies identified in the 2015 Condition Assessment are listed below:

The ATCT’s exterior door at the Ground Level sticks and is a keyed door rather than a door controlled by a card reader.

There are loose handrails along the height of the ATCT Stair. Some stair treads are cracked and these can create a tripping hazard.

Jet fumes can be smelled in the Cab on occasion.

The roofing membrane appears to be worn, has some cracking at the membrane joints and appears to be original to the buildings (20 years), beyond its life expectancy.

Many of the raised access flooring floor tiles are delaminating. Many of the floor tiles have had screws installed to reattach the laminate finish to the floor tiles.

The asphalt parking lot also needs to be resurfaced.

The metal guardrails at the Catwalk are in poor condition and in need of painting. There is occasionally some insect infestation (wasps) on the Catwalk.

Air Traffic has sufficient storage at the facility, but the SSC (Tech Ops) does not have enough storage. Additionally, Tech Ops indicated the base building’s Equipment Room is running out of space. There is no room for new equipment racks without moving or eliminating work areas at the perimeter of the room.

The masonry control joint sealant at the Base Building is cracked, dried out and separating from the adjacent surfaces. The sealant is beyond its life expectancy.

A Surge Protective Device (SPD) is missing for many panel boards serving exterior and/or NAS equipment. For those panel boards that do have an SPD, the conduits feeding the SPD are not properly sealed to prevent soot from entering the panel board enclosure.

2.0 Operational and Functional Requirements

Facility Specifications for SJC ATCT

Facility Type: ATCT

Current Facility Status: (owned or leased) Owned

Planned Collocations/Consolidations: None

Attached functions: None

ATC Level: Level 7

Hours of operation: Ops Hours 0600-2359LCL

Current positions: 6

Airspace/Procedure Changes: None

*FY Operations for 2020: 140,923

Current FY +20 years Operations (2040): 323,097

Automation: STARS

Siting: AFTIL

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Method of Implementation: FAA Construction

Airspace/Procedure Changes (Planning) None

Overlying ARTCC: Oakland Center (ZOA)

Controlling TRACON: Northern California TRACON (NCT)

* Last complete full year count http://aspm.faa.gov/main/taf.asp

2.1 Airspace Changes

No changes are anticipated that would be associated with the SJC replacement project.

2.2 Facility Siting Requirements

The AFTIL 2, October 20, 2021 siting Memo of Record identified Site 4 as the recommended site depicted in Figure 2. A Safety Management System (SMS) Comparative Safety Analysis (CSA) panel was conducted at the AFTIL to identify, analyze, review, and mitigate hazards associated with siting the new SJC ATCT. The February 3, 2022 CSA identified no hazards.

http://aspm.faa.gov/main/taf.asp

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Figure 2. SJC Viable Site 4 Location

2.3 AJT Operational Positions

OPERATIONAL POSITIONS Existing Future

San Jose, Santa Clara, CA ATCT (SJC), Type 7, Ops Hours 0600-2400LCL, Technical Requirements Analysis Team, AJG-P24, 8/24/2021

Current

Facility Replace ATCT

Existing

Operational

Positions

Estimated

Operational

Positions SJC

ATCT

Tower Control Positions

LOCAL CONTROL 1 1 1

GROUND CONTROL 1 1

GROUND CONTROL WEST (new 1/1/2016) 1 1

Total Control Positions 3 3

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Tower Support Positions

CLEARANCE DELIVERY 1 1

FLIGHT DATA 1 1

LOCAL ASSIST 1 1

OPERATIONAL SUPERVIOSR/CONTROLLER-IN-

CHARGE

Total Support Positions 4 4

Total Facility Positions 7 7

2.4 AJT Staffing

Terminal Staffing Current Future

San Jose, Santa Clara, CA ATCT (SJC), Type 7, Ops Hours 0600-2400LCL, Technical Requirements Analysis Team, AJG-P24, 8/24/2021

Current

Facility Replace Facility

Existing FY19

ATCT Staffing

Target -

Authorization

Estimated ATCT

Staffing Target -

Authorization

AIR TRAFFIC PERSONNEL

Air Traffic Manager 1 1

Staff Manager

Support Manager

Operations Manager

Operational Supervisor 3 3

Support Specialist

Air Traffic Control Specialist 15 15

ATCS Staffing Range (Min/Max) 14/17 14/17

Administrative Officer

Personnel Specialist

Technical Support 1 1

Administrative Support 1 1

Traffic Management Officer

Supervisory Traffic Management Coordinator

Traffic Management Coordinator

Traffic Management Analyst

Traffic Management Specialist

Total Air Traffic Personnel 21 21

CONTRACT PERSONNEL

Contract Weather Observers

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US Customs Staff

Contractor Training manager

Contractors for Training

Contractor Administrative

Total Contract Personnel 0 0

Total Facility Personnel 21 21

2.5 AJR Staffing

Currently there is no Traffic Management staff at SJC.

2.6 AJW Staffing

Currently, the SJC SSC Technical Operations staff are located in an off airport location. The SSC

Technical Operations staff will be moved to the new ATCT base building location.

TECHNICAL OPERATIONS PERSONNEL STAFFING

SJC ATCT Staffing Final

Verified

Verified by CSA Administrative

Services Group, AJV-C51, 03/25/2021 Current Staff

Hours of Ops =

Monday - Friday

6:00AM-4:30PM

New Proposed Hrs.

of Ops Hours of Ops

= Monday - Friday

6:00AM-4:30PM

Max

Shift

Count

Staffing

FUNCTION

District Manager 0 0 0 0

Technical Operations Manager* 0 0 0 0

Facility Manager 0 0 0 0

SSC Manager** 1 1 1 1

SSC Coordinator** 1 1 1 1

Support Specialist 0 0 0 0

Air Traffic System Specialist (ATSS) 9 9 9 9

General Maintenance Mechanic (GMM) 0 0 0 0

Engineering Technician 0 0 0 0

Electronics Technician 0 0 0 0

Management & Program Assistant 1 1 1 1

Administrative Support Personnel 0 0 0 0

Security Guards 0 0 0 0

Tech Ops Total 12 12 12 12

*Formerly the GNAS Manager

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**SSC is System Support Center

2.7 System Functional Requirements

For a complete listing of all facility equipment functionality, refer to the equipment list tab of the SJC

Requirements Document Workbook (RDWB). There is no difference in equipment functionality between the existing facility and the new facility.

2.8 Facility Requirements

2.8.1 Space Allocation

ROOM FUNCTION

Allow. Space per Staff

Final

Validated

Allowable

Space

Max Shift

Count

New

Staffing

TERMINAL PERSONNEL

Air Traffic Manager 150 1 0 150

Operations Manager 150 3 0 450

Automation Specialist 96 1 96

Admin Assistant 64 1 0 64

Air Traffic Workspace 100 1 100

Subtotal 860

TECHNICAL OPERATIONS PERSONNEL

Tech Ops SSC Manager 150 1 0 150

SSC Coordinator 150 1 150

On Site ATSS 32 9 0 288

Admin Assistant 64 1 0 64

Subtotal 652

OTHER PERSONNEL ADMIN. SPACE

CBI Training Room 200 1 200

Subtotal 200

AIR TRAFFIC SPACES

Debriefing Room 100 1 0 100

Drug Testing Room 70 1 0 70

Quiet Room 100 1 0 100

Tape Play-Back 80 1 0 80

Subtotal 350

TECHNICAL OPERATIONS REQUIREMENTS

Electronics Equipment Rooms 1,154 1 0 1,154

TELCO 100 1 0 100

LAN Room 100 1 100

Subtotal 1,354

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2.8.2 Special Considerations

2.8.2.1 Special Design Considerations

ENVIRONMENTAL SUPPORT - MECH/ELEC SPACE

Battery Room 250 1 250

Battery Storage 140 1 1 140

Electrical Switchgear Room 450 1 450

Engine Generator Equipment Room 150 1 150

Electrical Room - Administrative Space 170 1 170

NAS Electronic Workshop 275 1 275

Environmental Shop 400 1 400

Fire Control Room 150 1 150

Fire Pump Room 200 1 200

Fire Life Safety Electrical Room 200 1 200

HAZMAT Storage Room 150 1 150

Mechanical Equipment Room 1,444 1 1,444

PPE Storage - Technician 4 12 45

PPE Storage Group 100 1 100

Supply / Parts Storage 400 1 400

Secure Storage Area 300 1 300

Security Equipment Room 50 1 50

Shipping / Receiving 100 1 100

UPS Room 150 1 150

Subtotal 5,124

JOINT USE & MISC. SUPPORT AREAS

Wellness Room 225 1 225

Mail Room / File Copier 100 1 100

Project Office / RE space 100 1 100

Lactation Room (with sink) 100 1 100

Smoking Room 100 1 100

Large Conference Room 300 1 300

Small Conference Room 150 1 150

Janitor Closet 30 1 30

Locker Room - See Note 4 150 1 150

Administrative Storage 200 1 200

NAS Documentation Area / Tech Library 200 1 200

Break Room / Seating Area 15 30 450

Loading Dock / Shipping / Receiving 500 1 500

Subtotal 2,605

15% Planning Factor (restrooms / corridors, etc.) 1,672

TOTAL ATCT/ BASE BUILDING SPACE 12,817

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The Terminal Facilities Design Standard (TFDS) establishes design standardization where possible/practical to facilities and facility systems for new buildings and modernizations within FAA

Terminal Facilities. The TFDS is a mandatory document containing policy and technical criteria to be used in the programming, design, construction, measurement and verification, and documentation of

FAA ATCT Facilities.

Elevators are required in all ATCT facilities and in all base buildings with two or more stories high. Dual elevators are required in all ATCT facilities where the cab floor height is greater than 120 feet above the lowest level, allowing fire department vehicle access.

The latest version of the Terminal Facilities Design Standard (TFDS) must be followed for the design of this project. Please contact Zane Edwards or Ryan Cummings of Design Engineering and

Innovation (DEI), prior to the commencement of design for the most recent TFDS and Standard Design

Drawings.

Email: Zane.Edwards@FAA.GOV. Cell Phone: 202-374-5570

Email: Ryan.Cummings@FAA.GOV. Cell Phone: 617-968-5583

2.8.2.2 Vertical Conveyance

Dual machine room fire service access elevators (FSAE) must be provided in the ATCT shaft. Follow the alternative approach for code compliance of FSAE, dated February 2021.

2.8.2.3 Whole Building Commissioning

A third party commissioning authority will be retained to perform enhanced whole building commissioning. This effort starts prior to the commencement of design.

2.8.2.4 Special Performance-Based Seismic Design

This project will include a performance based seismic design and a peer review of the seismic design conducted by a separate contractor funded by the FAA under a separate contract. For estimating purposes, both the performance-based seismic design and the peer review are captured.

2.8.2.5 Special Siting Considerations

The AFTIL 2, October 20, 2021 siting Memo of Record identified Site 4 as the recommended site. The

February 3, 2022 CSA identified no hazards.

AFTIL – SJC Site 4

Cab Floor Elevation-153 ft. AGL

Cab Eye Level – 155 ft. AGL

LAT – 37°21′34.23″N

LONG – 121 55 58.85″W

The Tower Cab will be 12-sided and 550 sq. ft. with 12 sides supported by mullions. Total size of site is 3.71 acres comprised of the four segments of initial proposal and secondary proposals. The four combined segmented site was agreed to and signed by airport authority via Letter of Concurrence on

06/02/2022

See image below for Site Latitude and Longitude coordinates:

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2.8.2.6 Special Space Considerations

The base building will be based upon the 11,000 sq. ft. TRACON Standard Design. Modify the room sizes per the RDWB space tab. Regarding ATCT space allocation, the design engineer should contact

Design Engineering and Innovation, AJW-244 (DEI), for the most recent standards.

2.8.2.7 Special Parking

Provide the following parking spaces:

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35 Employee and Visitors

10 GOVs

3 Accessible

2.8.2.8 Special Electric Vehicle Considerations

The FAA Fleet Management Program at this time has no plans to provide electric powered vehicles to

SJC. However, during the early design phase the need for charging stations for government vehicles will be addressed as part of the 10 percent design submission. Please contact the FAA Fleet Program Manager prior to the 10 percent design submission to verify that this has not changed. The FAA EV Fleet Manager

POC is Tim Morris (tim.morris@faa.gov). Conduit infrastructure for charging stations from building electrical system to planned parking lot station location will be provided as part of the base design.

2.8.2.9 Special Power System Considerations

Power requirements for this project are a Radial with E/G and UPS. The space allocation tab provides an estimate of the amount of electrical equipment space required. The actual room sizes are to be determined once the power system is sized.

The design engineer must utilize the new Electrical System Load Calculator. The tool can be found on the Terminal Facilities Standard design KSN site at the following link:

https://ksn2.faa.gov/ajt/programops/facilities/dei/standard_designs/Key%20FAA%20Standards%20and %20Orders/Forms/AllItems.aspx

The Engine Generator will be installed outdoors consistent with the April 2017 memorandum from the

Acquisition and Integration Team, Power Services Group, AJW-222, Subject: Outdoor Engine Generator

Policy.

2.8.2.10 Special Fire Life Safety Bus Considerations

Design shall comply with requirements of National Electrical Code (NEC), Life Safety Code (LSC), and

International Building Code (IBC). These requirements are shown as outlined in the July 2021 Fire Life

Safety (FLS)/ Electrical Workgroup Final Submission Report. It is the responsibility of the designer to adapt these requirements into the design of the facility and provide a functional code-compliant design.

In the event that load shedding is necessary, the designer is responsible to design a code-compliant design utilizing the general principles shown in the electrical drawings.

2.8.2.11 Special Security Considerations

Standard security requirements apply for a Security Level 2 (SL2) facility in accordance with FAA

Order 1600.69C, FAA Facility Security Management Program. The final security level determination and associated requirements will need to be coordinated with the Service Area SSE.

2.8.2.12 Special Communications Considerations

The RTR will need to be relocated.

2.8.2.13 Special Communication Diversity

mailto:tim.morris@faa.gov https://ksn2.faa.gov/ajt/programops/facilities/dei/standard_designs/Key%20FAA%20Standards%20and%20Orders/Forms/AllItems.aspx https://ksn2.faa.gov/ajt/programops/facilities/dei/standard_designs/Key%20FAA%20Standards%20and%20Orders/Forms/AllItems.aspx

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In accordance with the FAA memo dated December 17, 2009, “Communication Diversity for Critical

ATO-T Systems” at Section C, all new TRACON installations shall comply with Order 6000.36A, Communications Diversity.

2.8.2.14 Special Fiber Loop Considerations

The current fiber optic transmission system (FOTS) will be incorporated into the new facility.

2.8.2.15 Special Slat Wall Considerations

Slat wall consoles will be utilized in the Cab. Slat wall consoles must be provided by an ATC Facilities

Design Engineering and Innovation-vetted vendor.

2.8.2.16 Special Contract Weather Observer Considerations

The Contract Weather Observer (CWO) space must be designed to the following requirements:

Window access to enable visibility of weather conditions, with visibility of runway complex.

Walking time to and from points of observation must not exceed 10 minutes.

Observer must be able to view primary instrument runway, including final approach area.

Observer must have an unobstructed view of at least one half of each quadrant (East, West, North, South) of the natural horizon.

If the horizon is obstructed, the Observer will move to as many locations as necessary.

Natural obstructions such as trees and hills are not obstructions to the horizon; they define the horizon.

The point of observation may be from a ramp or rooftop. It must be safe, easily accessible, and meet OSHA standards.

ASOS and ATIS information need to be readily available to CWO staff.

Building Telco and LAN access are required.

2.8.2.17 Special Smoking Considerations

A smoking room will be included as part of the design for this building. The room may be removed by official mutual agreement between management and both NATCA and PASS labor unions.

2.8.2.18 Special Lactation Room Considerations

One lactation room shall be included in the design. The room shall adhere to the AIA Best Practices for lactation rooms and include the following at a minimum:

100 sq. ft. in size

User-operated lockable door

A chair

A minimum work surface of 18” by 32”

A sink and mini refrigerator

2.8.2.19 Special Secure Fence Area Considerations

The Air Traffic Organization Technical Space Guidelines requires a minimum of 1500 sq. ft. of secured fence area for “materials, equipment, vehicles, storage, and/ or staging etc.” The guidelines do not require environmental/element protection.

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2.8.2.20 Special High Performance Sustainable Requirement Considerations

All new ATO design projects are required to meet the High Performance and Sustainable Building

(HPSB) Guiding Principles, in accordance with the 2012 A&E Project Manual and the Federal

Leadership in High Performance and Sustainable Buildings Memorandum of Understanding (January

2006).

Deliverable requirements shall include a Sustainability Report prepared by the A&E to document their strategy to meet or exceed minimum sustainability requirements on the project as outlined in Appendix

F of the 2012 A&E Project Manual. The Sustainability Report must be submitted along with the architectural submittal during every formal submission and updated as frequently as needed. The

Sustainability Report shall describe the incremental costs with payback analysis anticipated to meet various HPSB guidelines. The report must also include documentation, including tables and checklists, to demonstrate compliance with the sustainability requirements. In the event the project lead anticipates failure to meet specific sustainability requirements, the Sustainability Report shall include justification for why each requirement cannot be met. If the requirement can be met partially, the report must quantify the extent to which the project meets the requirement. Contact Mr. Gabriel Velicu, Terminal Facilities

Design Engineering and Innovation Sustainability Lead, with any questions.

Email: Gabriel.Velicu@faa.gov.

Office Phone: 202-267-8722.

2.8.2.21 Special Disposition Considerations

The project includes the disposition of FAA equipment and the demolition of the existing facility.

2.8.2.22 Special Fuel Piping Considerations

The memorandum titled, “ATO Fuel Storage Tank, Piping Identification,” dated October 3, 2019, requires all visible/exposed piping carrying flammable or combustible fluid to be painted yellow and marked in accordance with ANSI/ASME A13-1.

2.8.2.23 Special Funding Considerations

SJC funding profile as of September 2022 includes $M Redacted, anticipated as follows:

$M funds for Design

$M funds for Construction

$M funds Electronics Equipment

$M funds for Disposition

This funding profile is subject to change. Any change to the funding profile above or the Program

Operations Execution hand-off date identified on the schedule tab will require the project schedule to be updated.

2.8.2.24 ATCT Cab Mullion and Orientation Considerations

Cab Mullions: A 550 sq. ft. cab with twelve mullions was approved within the February 3, 2022 CSA.

Per the CSA, the cab orientation is defined as follows:

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2.8.2.25 Special Integrated Logistics Support Plan (ILSP) Considerations

An Integrated Logistic Support Plan (ILSP) is required to provide a disciplined, unified, and iterative approach to the management and support of NAS operational requirements through the maintenance planning, supply support, support equipment, technical data, direct work maintenance staffing, maintenance support facilities, computer resources support, training, and packaging handling storage and transportation, where applicable.

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3.0 Program Requirements

3.1 Project Cost

Costs are represented in millions of dollars.

Redacted

3.2 Integrated Program Schedule

The following table (next page) represents notional dates and activity durations associated with prior

FAA projects of similar size and complexity.

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3.3 Risk Management

Terminal Facilities Execution shall implement a risk management program that includes risk identification, risk classification (severity of consequences and likelihood of occurrence), measures to

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mitigate or reduce risk to an acceptable level, verification that mitigation measures are incorporated and implemented, and assessment of residual risk during the execution of this project.

4.0 Implementation Planning

Terminal Facilities Execution shall develop and document a plan(s) for achieving the technical, cost, and schedule requirements specified in this document. The plan(s) shall address the following elements:

a) Management Team

Roles and responsibilities of key individuals and organizations that will implement this program shall be documented. Identify all relevant functions and disciplines.

b) Program Control

Program schedule and cost performance will be managed, measured, evaluated, and reported for all resources supporting the program and shall be documented. Additionally, an explanation of how program activity will be coordinated and reported (e.g., monthly status reviews, quarterly regional reviews, annual service area reviews) shall be documented.

c) Implementation Strategy

The strategy for bringing the transfer of function/consolidation or collocation into operational use for the new facility shall be documented. This typically involves deployment planning; personnel transition, training, and relocation; implementation contract(s) award and administration; site engineering, environmental assessment, lease/procurement, and physical integration; facility design and construction; systems and equipment acquisition/refurbishment and delivery; installation and checkout; system shakedown; dual operations; joint acceptance and inspection; commissioning; the removal and disposal of replaced systems, equipment, land and facilities; and In Service

Management.

The training strategy for obtaining the processes, procedures, course materials, and skills necessary to train personnel shall be defined. Also, an explanation of how service will be maintained during transition from the current capability to the new capability shall be documented. An integrated program schedule of activities to achieve the above Implementation Strategy shall be developed, showing major program milestones and critical interrelationships between work activities.

As part of the requirements development process, Terminal Facilities Planning, in conjunction with the AJV-W, Western Service Center, has developed a preliminary Transition Management Plan and schedule that addresses many of the implementation planning elements above. The draft plan and schedule are identified as references to this document; the final plan shall be completed for presentation at Decision Point 4. The schedule is also incorporated into the RD as Section 3.2, Integrated Program Schedule.

5.0 References

Approved Alternatives Analysis and Business Case

Safety Risk Management Document

SJC Requirements Document Work Book

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Comparative Safety Analysis

6.0 Attachments

SJC Requirements Document Work Book