25R0002_Atch2-Amend0006-SOW20250623.pdf

STATEMENT OF WORK

FOR

Repair, Cnsld-Demo, Mission Support Complex

B2245/48/49, Phase 1

AT

FAIRCHILD AIR FORCE BASE, WASHINGTON

Project No.: GJKZ221007PA

23 April28May30 May 23 June 2025

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Attachment 2 - Amend 0006 - Statment of Work 23 June 2025

1. PROPOSAL

1. This Statement of Work (SOW) defines the scope for project GJKZ221007PA, Repair, Cnsld-Demo, Mission Support Complex B2245/48/49, Phase 1 to include 0005 CLINs components:

1.1 CLIN 0001: All labor, materials and equipment necessary to provide the design and construction associated with temporary facilities installation, removal, and site restoration, the design, demolition of existing facilities, HAZMAT remediation, and construction of B2245, B2248 & B2249 renovation including all associated site work and closeout as described in the SOW and all General Requirements associated with the above listed work, complete. All work for design of B2245, 2248, & 2249 Renovation including all associated site work within 5-feet of the building.

1.2 CLIN 0002: All work for demolition of existing facilities, HAZMAT remediation, and construction of the facility including all associated site work within 5-feet of the building.

1.3 CLIN 0003: All site work from the construction limits to 5-feet from the building including:

demolition of existing site improvements and construction of new site improvements and utilities.

1.4 CLIN 0004: All design and construction work associated with temporary facilities installation, removal, and site restoration.

Each Contract Line Item Number (CLIN) component shall be priced to include all items of work described in the general work descriptions. In addition to the Government provided Price Schedule, the contractors shall also fill in the Government provided Schedule of Values (SoV) in the UNIFORMAT II broken down to Level 2.

Supporting information is listed as Attachments A through ST at the end of this document. Government furnished information/materials are not guaranteed to represent actual conditions and shall therefore be field verified prior to submission of proposals, and incorporation into the design. Questions must be submitted to the Contracting Officer in writing.

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2. PROJECT MANAGEMENT

The following is a summary of the project phases and respective management requirements.

2.1 Performance Period: The total project performance period shall not exceed 940 calendar days and shall be broken down into three phases: Phase I – 300 calendar days for Design, Plans, Material Submittal/Gathering and temporary facility installation; Phase II – 550 calendar days to complete Physical Construction; and Phase III – 90 calendar days for Closeout. A Notice to Proceed (NTP) will be issued for each performance period.

2.2 Phase I: Upon award of the task order, receipt of acceptable bonding, and Contractor’s Quality Control Plan; NTP for Phase I shall be issued. The Contractor shall submit work plans, material submittals, [35%/65%/95%/100%] Design, Hazardous Materials Survey, etc.

The Contractor owns the burden of managing time and obtaining acceptance of all submittals. The contractor shall allow 14 days for Government review of each submittal.

Ensure submittals are provided to the Government in a timely manner allowing adequate time for Government review, approval and if necessary, resubmittal.

2.2.1 After each Design submittal, the Contractor shall schedule a meeting to review and resolve Government review comments. The Design submittal, Government review, review meeting, and approval must occur within the Phase I Performance Period. The review meeting shall be scheduled no more than 21 calendar days from the date in which the Government receives the submittal.

2.2.2 The Contractor shall be required to complete the material submittal process and obtain Government acceptance of all submittals prior to the completion of Phase I. The Contractor shall realize that some submittals may not be able to be reviewed without acceptance of the Design, as the submittals must match the Design. The Contractor is responsible for allowing time for this during the Phase I Performance Period.

2.3 Phase II: NTP to Phase II shall be issued upon acceptance of Phase I.

2.3.1 Planned disruptions of gas, electric, water, or other utilities must be coordinated with the Construction Manager a minimum of 14 days in advance of work. For the NCC/BIDDS server rooms (18, 19, 21, 45, & 46) coordination with the Construction Manager shall be a minimum of 30 days in advance of work.

2.3.2 Winter Exclusion IS NOT applicable to this project from 15 November through 15 April.

2.3.3 The Government will make a determination prior to the end of Phase II, after a joint Contractor/Government inspection of the punch list items, whether Phase II is Substantially Complete.

2.4 Phase III: NTP for Phase III shall be issued upon acceptance of Phase II. Per the Fairchild Base Design Guide Specifications, the requirements for Closeout Procedures shall be managed by the contractor throughout the total contract performance period. The contractor shall finalize all requirements, allow for government review, and receive

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Contracting Officer approval of the receivables. The NTP for Phase III shall identify the due date for completion of the Closeout requirements. As-built drawings (including AutoCAD), Geographic Information Systems (GIS), O&M’s, and DD1354 are required.

2.5 Quality Control: The contractor shall refer to and follow the Fairchild Base Design Guide Specification Section 014510 – Quality Control. A separate Superintendent and Quality Control (QC) SHALL be required for this project. The QC shall follow all Quality Control Sections found in the current Fairchild Base Design Guide Specification Section 014510 – Quality Control.

2.6 Work Restrictions: The building WILL BE partially occupied during all phases of the project.

The following work restrictions shall apply:

2.6.1 This project is in a Non-Restricted area.

2.6.1.1 Escorts WILL be required in B2248 secure rooms (Rooms 18, 19, 21, 45, &

46) which shall be occupied and shall remain operational throughout the project. The remaining portions of B2248 and B2245 and B2249 will be unoccupied throughout the project once the occupants have moved to their temporary office space.

2.6.1.2 An Entry Authorization Lists (EAL) WILL NOT be required for work in this facility, as well as to enter this facility.

2.6.2 All contractor personnel present on Fairchild AFB for this project must be US Citizens.

2.6.3 Work hours will be restricted to 7:30 am to 4:30 pm, Monday through Friday, excluding Federal holidays.

2.7 Temporary Facilities:

Provide temporary facilities in accordance with the Fairchild BDG Section 015000 –Temporary Facilities and Controls.

Provide Temporary Office (Swing Space) mobile modular facilities of sufficient size to accommodate needs of existing building users of B2245, B2248, & B2249 during renovation and construction activities.

Provide a mixture of open, private office, customer service areas, storage facilities, and restrooms as required for each displaced user group. Utility connection points are identified in Attachment H.

2.7.1 Water Service:

Connect to existing water service facilities. At substantial completion restore these facilities to the condition existing before initial use.

2.7.2 Sanitary Facilities:

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Provide toilets, lavatories, and drinking water to temporary office facilities. Comply with requirements for type, number, location, operation and maintenance of fixtures and facilities. Also, provide temporary toilets, lavatories, and drinking water for the occupants remaining in the facility when the existing facilities become unavailable.

2.7.3 Electric Power Service:

Connect to existing electric power service, any provisions that need to be made for temporary electric service, shall be the responsibility of the contractor.

2.7.4 Telecommunications Service:

Connect to existing telecommunications service, any appurtenances such as network equipment and fiber needed for temporary service, shall be the responsibility of the contractor.

2.7.5 Furnish and equip temporary mobile modular office facilities as follows

Temporary mobile modular office facilities are required for approximately 170 personnel that currently reside in the existing facility. Complete temporary facility installation and allow the user groups at least 60 days to relocate prior to the completion of Phase I.

Maintain temporary office facilities 60 calendar days into Phase III to allow the occupants to move into the newly renovated facility.

Furniture required for office and administration functions including desks, file cabinets, tables, chairs, and bookcases.

Provide electrical power service and 120-V ac duplex receptacles, with no fewer than one receptacle on each wall.

Provide data connections for phone and computer for each desk.

Furnish conference rooms with conference table, chairs, and 4-foot- (1.2-m-) square tack and marker boards.

Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F (20 to 22 deg C).

Lighting fixtures capable of maintaining average illumination of 30 fc (300 lx) at desk height.

Provide site maintenance such as grass cutting, snow removal, and general cleanup.

2.7.6 Furnish and equip temporary storage facilities as follows:

Provide storage as required for warehouse and office spaces.

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Lighting fixtures capable of maintaining average illumination of 10 fc (100 lux) for storage function.

Heating and cooling equipment necessary to maintain a uniform indoor temperature of 50 deg F (10 deg C).

2.8 Testing, Adjusting, and Commissioning:

Provide all testing, adjusting, and commissioning required by Fairchild Air Force Base Design Guides, and manufacturer’s requirements.

2.9 Site Restoration:

The contractor is responsible for restoring all site areas that are disturbed by the construction activities. Repair surrounding surfaces and structures impacted by construction.

2.10 As-Built Information:

The contractor shall provide spatial data stored within an AutoCAD (.dwg) file and/or a GIS file geodatabase (.gdb) or ESRI shapefile (.shp). The contractor shall submit these files as well as a Portable Document Format (.pdf) of the AutoCAD drawings.

Additionally, survey data must be included and clearly delineated in the as-built submittal.

As-Built Information

• As-Built Specifications can be found in the Current Base Design Guide

(BDG).

• AutoCAD As-Built Drawings must adhere to the Current A/E/C Standards, Current A/E/C Graphics Standards, and other stipulations outlined in the

BDG.

o The most up-to-date A/E/C Standards can be found in the CAD BIM Technology Center Website (https://cadbimcenter.erdc.dren.mil/).

A courtesy copy will also be provided by Fairchild AFB.

• GIS Data, whether provided as a *.gdb or *.shp, must adhere to the Current Air Force Adaptation of the Spatial Data Standards for Facilities, Infrastructure, and Environment (SDSFIE).

o The most up-to-date SDSFIE standards can be found in the SDSFIE Website (https://www.sdsfieonline.org/). Fairchild AFB will also provide a courtesy copy of a blank *.gdb containing all SDSFIE feature classes and data structure. Furthermore, Fairchild AFB can also provide a GIS Data Release of the Project Site upon request.

2.10.1 Survey Information:

The contractor shall take survey points for all newly installed, altered features, and previously unidentified features such as utilities that were not identified in Fairchild

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Attachment 2 - Amend 0006 - Statment of Work 23 June 2025 https://cadbimcenter.erdc.dren.mil/ https://www.sdsfieonline.org/

AFB utility maps/data. These survey points shall be incorporated into the as-built drawings. The survey data shall be included into a georeferenced V-Series (see current A/E/C CAD Standards for additional details) sheet(s) which will serve as a site map of all the surveyed points.

The contractor shall provide raw survey data containing PNEZD information in one of the following formats: *.shp, *.xlsx, *.txt, or *.csv. PNEZD refers to Point Number, Northing, Easting, Elevation, and Description.

The contractor shall provide a comprehensive survey report that encompasses detailed information about the survey. This report must contain PNEZD information;

additionally, this report may include details such as: number of observed satellites, duration of survey for taken points, coordinate system information, and tolerance (e.g. PDOP). Any survey notes taken must also be scanned and provided in *.pdf format.

• Geotagged photos, linked to the survey point, shall be taken of the survey equipment and assets. Photos should be taken from vantage points that include a portion of the survey equipment and the asset being surveyed. If the photo is captured using a survey controller, it should be taken from a top-down perspective to record the placement of the rod on the asset being captured.

The specific survey points that require photos are the primary controls, changes in material, connection points, and changes of direction. It is crucial to ensure that the photos and corresponding data are easily identifiable through proper labeling and organization.

All surveys must be executed utilizing the NAD83 Washington State Plane North (US Feet) coordinate system.

2.10.2 Continuously Operating Reference Station:

Fairchild AFB hosts a Washington State Reference Network (WSRN) Continuously Operating Reference Station (CORS). This CORS station a vital resource for projects necessitating land surveys within the boundaries of Fairchild AFB – Main Base by improving interoperability with Fairchild AFB survey personnel. Contractors are authorized and recommended to connect to the CORS to conduct any land surveys within Fairchild AFB. For additional details on connection information, please contact the Fairchild AFB GeoBase Office.

2.11 Submittal Quantities:

SUBMITTAL DESCRIPTION NUMBER OF COPIES

100% DESIGN (Paper) Drawings full size Drawings ½ size 2 Design Analysis, Hazmat Survey and Specifications

AS-BUILTS

Drawings full size (paper)

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ELECTRONIC DATA (CD)

AutoCAD Drawings – 35%/65%/95%/100% Design – As-builts

Design Analysis, Hazmat Survey and Specifications in Word and PDF

3. ENVIRONMENTAL

All applicable requirements of the BDG Section 013543 – Environmental Procedures shall be followed in the execution of this project.

3.1 Hazardous Materials Survey:

The Contractor shall perform a comprehensive destructive Hazardous Materials Survey in support of this project, prior to any physical work being performed. Hazardous Materials Surveys from previous projects have been included as Attachment F; and are For Information Only. Only items not already included within the Hazmat survey will be considered for differing site conditions.

Test only the materials and surfaces affected by the work under this contract. Repair areas where destructive testing is required, with weatherproof seals at exterior areas. In areas where the building is occupied, all appropriate measures must be taken to protect occupants from exposure to hazardous materials as a result of testing. Advance notice of two days will be required for building access.

All painted surfaces affected by the construction of this project shall be assumed to contain lead and shall be treated as a regulated coating. Disposal of lead containing materials shall meet all Federal, State and Local laws. Prior to any waste streams leaving Fairchild AFB the contractor shall have a TCLP analysis accomplished. Results of the TCLP will be submitted to the Government for review and acceptance.

3.2 Abatement:

See Appendix F for estimated abatement quantities for bidding purposes.

3.3 Solid Waste:

The Contractor shall be responsible for the proper handling and disposal of all solid waste accumulated or generated in performance of the contract. The Contractor shall make every reasonable effort to reduce the amount of solid waste landfilled by salvaging and recycling materials to the greatest extent possible. Materials capable of being recycled, especially metal, asphalt, concrete, clean green, and cardboard shall be recycled at facilities licensed and permitted by the county or state for such recycling. The Contractor shall submit a Solid Waste Disposal Plan for approval, track waste generated by construction activities, and legally dispose of all debris and excess materials off base. Provide weight tickets and complete the Solid Waste Disposal Tracking Worksheets on a quarterly basis in accordance with the FAFB Environmental Specification of the BDG.

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3.4 Hazardous and Universal Waste:

For any project generating hazardous or universal waste, the contractor is responsible for identification, proper storage, management, and disposal of said waste. All Hazardous Waste manifests shall be submitted and approved prior to any waste leaving the site.

3.5 Storm Water:

For any project where the total project site will disturb 1 or more acres of land, a site-specific Storm Water Pollution Prevention Plan must be developed and reviewed prior to submission of an EPA Notice of Intent (NOI) and physical work. Projects shall be designed with the specific goal of managing storm water on-site; however, the use of underground injection control wells to manage storm water are strongly discouraged.

3.6 Storage Tanks:

The installation of underground storage tanks (UST) are not part of this project.

3.7 Historic Buildings:

The Air Force acknowledged B2245 as a historic building in A Memorandum of Agreement between Fairchild AFB, WA SHPO, and Spokane County Historic Preservation Officer dated November 2012. As such, B2245 is eligible for the National Register of Historic Places, and will require consultation with SHPO prior to any undertaking that could affect the building's character defining features. Refer to Attachment Q for more information on the buildings character defining features. Coordination with SHPO will be required during the design process; allow a minimum of 45 days per design review for SHPO feedback. Buildings 2248 & 2249 are not historically registered.

3.8 Soil Testing:

Contaminated soils are not anticipated for this project. However, should any contaminated soils be encountered during construction the contractor must stop work immediately and Notify the Contracting Officer.

3.9 Radiation Devices:

When using devices that contain radioactive material(s) (e.x. density meter/exposure device) the contractor shall coordinate with the Installation Radiation Safety Officer (IRSO) at least 30 days prior to bringing the device onto Fairchild AFB. Contractors shall submit the following: proposed activates, NRC license, contact information of RSO/local rep, performance work statement, safety plan, and NRC Form 241. Once approved, the contractor shall receive an authorization letter for the specific activity and time requested. After the activity for use has been completed, the authorization will be considered void and the device must be removed from Fairchild AFB. This process must be accomplished each time the contractor wishes to bring a radiation device onto Fairchild AFB.

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3.10 Water System:

After any water disruptions, outages, or maintenance that drops the water system below 20 PSI, water sampling shall be conducted. Water sampling shall include chlorine residual testing, pH, and a Bacteriological/E.coli sample. The Bacteriological/E.coli sample shall be tested by a Washington State certified laboratory. Negative results shall be submitted to the government within 24 hours, and an immediate notification shall be made for positive results.

3.11 Sustainable Procurement:

Requirements for use of Recovered Materials are referenced in the BDG, Section 016000.

It is the responsibility of the Designer of Record to identify items that fall under all the SPP programs required for this project.

3.12 Contaminated Ground Water:

The site is within a known PFOS/PFOA contaminated groundwater impacted area. If groundwater is encountered, contact the Contracting Officer.

3.13 Air Quality:

Facilities shall be designed and constructed in accordance with Federal, State, and local air quality criteria to include Spokane Regional Clean Air Agency (SRCAA) Regulation I.

Provide Notice of Construction Application if needed. Meet the requirements in the BDG, Section 013543.

3.14 Hazardous Materials:

The Contractor shall be responsible for the proper storage, management, and disposal of any hazardous material brought onto the installation. The Contractor shall submit a Contractor Hazardous Material Authorization and Use Form (CHMAU) and corresponding Safety Data Sheets prior to bringing HAZMAT onto the installation. The contractor shall report the quantity of each hazardous material used on the base utilizing the CHMAU Form in accordance with the FAFB Environmental Specification of the BDG.

4. GENERAL WORK DESCRIPTION

This project will renovate a two-story, 109,039 gross square foot building and all systems and site improvements necessary for a complete and usable facility. The purpose of the B2245/2248/2249 renovation is to consolidate the existing user groups in the facility with user groups from buildings 9010 and 2040. The goal is to renovate B2245/2248/2249 into a customer focused facility by consolidating geographically separated functions, right-sizing spaces in accordance with AFMAN 32-1084, all while meeting the individual requirements of the functional users (customers). Activities specific to this project shall include, but are not limited to:

4.1 Design:

Develop [35%/65%/95%/100%] Design from this Government Statement of Work. Provide existing site verification, Design (including demolition and new construction), Design Analysis, Calculations, Drawings and Specifications as required by this Statement of Work. Pertinent information for design is included in Attachments A to ST.

1. Verify existing site conditions, including fencing, walls and gates, roads and paving, utilities, landscape areas, etc. Government Furnished Existing Drawings/Maps are not guaranteed to represent actual conditions and must be field verified prior to submission of bids, and incorporation into the Design. Provide drawings (plans, engineering profiles, sections, details, calculations, etc.) showing existing site layout, elements, and appurtenances that will be affected by the Statement of Work. Repair all existing site elements damaged as a result of destructive investigation.

2. Existing As-built drawings may be provided by the government, if available, and are For Information Only. They are intended to illustrate various projects for the facilities that might give information about the buildings, associated systems, and surrounding area of the facilities. Government Furnished As-Builts are not guaranteed to represent actual conditions and do not meet current CAD standards.

3. The Concept Drawings, ROOM DATA SHEETS, and Program Areas Table require validation and revision to ensure the associated workflows and customer interactions meet the current User’s requirements.

4. All A/E/C CAD standards shall be met by [65%] design. If all standards are not met the submittal will not be accepted and the designer will not be allowed to proceed to the next phase of design.

5. Design shall include field verification of all existing utilities in any area where digging/excavation is required. Contractor shall use ground penetrating radar to locate utilities and pothole as necessary. Any deviations from the existing GIS data shall be identified, updated in the GIS database, and submitted as part of the design.

6. Existing Surveys/Tests/Calculations including Attachment F Hazardous Materials Survey, Attachment G Geotech – Nearby Buildings, Attachment N Flow Test Results, Attachment O Mech Calcs & Attachment P Structural Calcs may give some insight about building systems and surrounding areas, but shall only be used for information only. The

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designer shall conduct their own surveys, tests, and calculations as part of their design process to complete a 100% design.

4.2 Criteria

The design standards used for this project are as follows:

Architectural Guidelines:

Fairchild Air Force Base Design Guide Specifications (BDG) (2025) Fairchild Air Force Base Design Guide Data Sheets (2025) Fairchild Air Force Base Installation Facilities Standards (IFS), 26 June 2018 (located at http://www.wbdg.org/)

Sustainable Design:

Unless otherwise noted, documents can be found at http://www.wbdg.org/

Department of Defense Sustainable Buildings Policy, 10 November 2013 Air Force Sustainable Design and Development (SDD) Implementing Guidance, 02 June 2011 DODI 4170.11, Installation Energy Management, dated 31 August 2018

(http://www.esd.whs.mil/dd/) International Green Construction Code (IgCC) A-GRAM 17-01, Change to AF New Construction and Major Renovation Certification

Requirements, February 2017 Executive Order 14057 Catalyzing America's Clean Energy Economy Through Federal

Sustainability

United Facilities Criteria:

UFC 1-200-01, General Building Requirements UFC 1-200-02, High Performance and Sustainable Building Requirements UFC 3-101-01, Architecture UFC 3-110-03, Roofing UFC 3-120-01, Design: Sign Standards UFC 3-120-10, Interior Design UFC 3-190-06, Protective Coatings and Paints UFC 3-201-01, Civil Engineering UFC 3-201-02, Landscape Architecture UFC 3-210-10, Low Impact Development UFC 3-220-01, Geotechnical Engineering UFC 3-220-04FA, Backfill for Subsurface Structures UFC 3-220-05, Dewatering and Groundwater Control UFC 3-230-01, Water Storage and Distribution UFC 3-240-01, Wastewater Collection UFC 3-250-01, Pavement Design for Roads and Parking Areas UFC 3-250-08FA, Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements UFC 3-250-11, Soil Stabilization for Pavements UFC 3-301-01 Structural Engineering

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UFC 3-400-02, Design: Engineering Weather Data UFC 3-401-01, Mechanical Engineering UFC 3-410-01, Heating, Ventilating and Air Conditioning Systems UFC 3-410-02, Direct Digital Control for HVAC and Other Building Control Systems UFC 3-420-01, Plumbing Systems UFC 3-420-02FA, Compressed Air UFC 3-430-01FA, Heating and Cooling Distribution Systems UFC 3-450-01, Noise and Vibration Control UFC 3-490-06, Elevators UFC 3-501-01, Electrical Engineering UFC 3-520-01, Interior Electrical Systems UFC 3-530-01, Design: Interior and Exterior Lighting and Controls UFC 3-540-01, Engine-Driven Generator Systems for Prime and Standby Power Applications UFC 3-540-07, Operation and Maintenance (O&M): Generators UFC 3-550-01, Exterior Electrical Power Distribution UFC 3-550-07, Operation and Maintenance (O&M): Exterior Power Distribution Systems UFC 3-560-01, Operation and Maintenance: Electrical Safety UFC 3-570-01, Cathodic Protection UFC 3-570-06, O&M: Cathodic Protection Systems UFC 3-575-01, Lightning and Static Electricity Protection Systems UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings UFC 4-010-03, Security Engineering: Physical Security Measures for High-Risk Personnel UFC 4-010-05, Sensitive Compartmented Information Facilities Planning, Design, and

Construction UFC 4-010-06, Cybersecurity of Facility-Related Control Systems UFC 4-020-01, DoD Security Engineering Facilities Planning Manual UFC 4-020-02FA, Security Engineering: Concept Design (FOUO) UFC 4-020-03FA, Security Engineering: Final Design (FOUO) UFC 4-021-01, Design and O&M: Mass Notification Systems UFC 4-022-03, Security Fences and Gates UFC 4-026-01, Design to Resist Forced Entry UFC 4-215-01, Armories and Arms Rooms, Chapter 3 and Table 4-12

Air Force Instructions:

Unless otherwise noted, documents can be found at https://www.e-publishing.af.mil/Product-Index/

AFI 10-245 Air Force Antiterrorism (AT) Standards DAFI 31-101 Base Defense Operations (FOUO) AFI 31-101_AMCSUP Integrated Defense (FOUO) AFI 32-1023 Designing and Constructing Military Construction Projects

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Air Force Manuals:

Unless otherwise noted, documents can be found at https://www.e-publishing.af.mil/Product-Index/

AFMAN 13-204V4 Radar, Airfield, and Weather Systems AFMAN 31-101, Volume 2 (DoDM 5100.76), Physical Security of Sensitive Conventional Arms, Ammunition, & Explosives DAFGM 2024-32-01 Cybersecurity of Control systems AFMAN 32-1062 Electrical Systems, Power Plants and Generators AFMAN 32-1065 Grounding & Electrical Systems DAFMAN 32-1084 Standard Facility Requirements ANGH 32-1084 Air National Guard Handbook for Facility Space Standards

Other Department of Defense Guidelines:

Documents can be found at https://www.esd.whs.mil/DD/

Air Force Engineering Technical Letters Architectural Barriers Act (ABA) Accessibility Standard for Department of Defense Facilities DoD 4270.1M, Policy Guidelines for Installation Planning, Design, Construction and Upkeep DoD Instruction (DoDI) 2000.12, DoD Antiterrorism (AT) Program Intelligence Community Directive Number 705 (ICD 705), Sensitive Compartmented Information

Facilities DoD Manual 5200.01, Volume 3, DoD Information Security Program: Protection of Classified

Information Intelligence Community Standard Number 705-1 (ICS 705-1), Physical and Technical Security

Standards for Sensitive Compartmented Information Facilities Intelligence Community Standard Number 705-2 (ICS 705-2), Standards for the Accreditation and Reciprocal Use of Sensitive Compartmented Information IC Tech Spec-for ICD/ICS 705, Technical Specifications for Construction and Management of

Sensitive Compartmented Information Facilities MIL-HDBK-419A, Grounding, Bonding, and Shielding for Electronic Equipment and Facilities

Additional Electrical Criteria/Standards:

NFPA 110, Standard for Emergency and Standby Power Systems.

NFPA 780, Standard for the Installation of Lightning Protection Systems NFPA 70E, Standard for Electrical Safety in the Workplace American National Standards Institute (ANSI) and Institute of Electrical and Electronics Engineers

(IEEE)

ANSI/IEEE C57.110 – IEEE Recommended Practice for Establishing Liquid Filled and Dry-Type

Power and Distribution Transformer Capability When Supplying Non-sinusoidal Load Currents IEEE C62.41.1 - IEEE Guides on the Surge Environment in Low Voltage (1000V and less) AC Power

Circuits International Electrical Testing Association (NETA) Standard for Acceptance Testing Specifications for Electrical Power Equipment and Systems

(ATS)

International Electrotechnical Commission (IEC)

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IEC 62040-3 - Uninterruptible Power System (UPS) – Part 3: Method of Specifying the performance and Test Requirements

National Electrical Manufacturers Association (NEMA) NEMA PB1 – Panelboards NEMA PE1 - Uninterruptible Power Systems (UPS) – Specification and Performance Verification –

National Adoption NEMA PE5 - Utility Type Battery Chargers Federal Communications Commission (FCC) 47CFR15 - Radio Frequency Devices Underwriter Laboratories (UL) UL 50 - Enclosures for Electrical Equipment, Non-Environmental Considerations UL 67 – Panelboards UL 1778 - Standard for Uninterruptible Power Supply Equipment.

Illumination Engineering Society of North America (IESNA) LM80 and applicable standards.

American Society of Heating Refrigeration and Air Conditioning Engineers (ASHRAE)

ASHRAE/IESNA 90.1

Additional Information and Communications technology criteria/standards include:

ANSI/TIA-568.0-D Generic Telecommunications Cabling for Customer Premises ANSI/TIA-568.1-D-1 Commercial Building Telecommunications Cabling ANSI/TIA-568.2-D Balanced Twisted-Pair Telecommunications Cabling and Components ANSI/TIA-568.3-D Optical Fiber Cabling Components ANSI/TIA-568-C.4 Broadband Coaxial Cabling and Components Standard ANSI/TIA-569-D Commercial Building Telecommunications Pathways and Spaces ANSI/TIA-606-C Administration Standard for Telecommunications Infrastructure ANSI/TIA-607-C Generic Telecommunications Bonding and Grounding (Earthing) Requirements for Customer Premises ANSI/TIA-758-B Customer-Owned Outside Plant Telecommunications Infrastructure Standard Institute of Electrical and Electronics Engineers (IEEE) National Electrical Manufacturers Association (NEMA) NFPA 70, National Electrical Code (NEC), Latest Edition Underwriters Laboratories, Inc. (UL) Intelligence Community Directive (ICD) 705, Sensitive Compartmented Information Facilities NGEN Inside Cable Plant Installation Standards Version 1.0 IA PUB 5239-22, Protected Distribution System (PDS) Guidebook Technical Guides for Integration of SIPRNET Version 5.0 CNSSAM TEMPEST 1/13 Red/Black Installation Guidance (FOUO)

Other Codes and Standards:

International Building Code (IBC) as amended by and UFC 1-200-01 "Buildings General Design" International Mechanical Code (IMC) International Plumbing Code (IPC) National Electric Code (NEC) NFPA 1 Fire Code NFPA 30 Flammable and Combustible Liquids Code

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NFPA 30B Code for the Manufacture and Storage of Aerosol Products NFPA 72 National Fire Alarm and Signaling Code NFPA 101 Life Safety Code NFPA 780 Standard for the Installation of Lightning Protection Systems Spokane Regional Stormwater Manual Washington State Department of Ecology (DOE) Eastern Washington Stormwater Manual EISA Section 438 American Water Works Association (AWAA) Foundation for Cross-Connection Control and Hydraulic Research (FCCHR) Manual AASHTO Roadside Design Guidelines AASHTO Guidelines for Geometry Design of Low-Volume Roads Washington State Department of Health (DOH) DOH Water System Design Manual Washington Industrial Safety and Health Act

ASHRAE 90.1

American Society of Civil Engineers: ASCE 7-16 "Minimum Design Loads and Associated Criteria for Buildings and Other Structures" ASTM E580 Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions ASME A17.1 Safety Code for Elevators and Escalators ASCE 7 Chapter 13 Minimum Design Loads for Buildings and Other Structures Washington State Energy Code

5. CIVIL DESIGN

5.1 Site Grading:

The site grading includes demolition of the existing utilities, all parking lots, all sidewalks, clearing, and grubbing for the new improvements. Design the onsite grading to be balanced to the extent possible thus minimizing import/export. Coordinate with the Government for any soil to be removed from the site and disposed offsite at an approved facility. Provide geotechnical evaluations (as needed) per UFC requirements for the proposed improvements.

5.2 Pavement

5.2.1 General:

Perform all work necessary to construct the pavements/solar surfaces for the new driveways, parking lot, drive aisles, and pedestrian paths for the project.

5.2.2 Pavement Design:

Design and construct new pavement sections per geotechnical recommendations and all applicable Air Force, State, and local requirements. Identify service and emergency vehicle routes and coordinate with Geotechnical engineer for appropriate pavement sections. For bid purposes, assume pavement sections of 4 inches of AC (Asphaltic Concrete) over 11 inches of Base Course for Access/Drive Areas and 3 inches AC over 12 inches of Base Course for Parking Areas.

5.2.3 Protection of Pavement:

Restore any existing pavement or pedestrian paths damaged during construction. Match existing pavement section.

5.2.4 Solar Surface Design:

Design and construct new solar surfaces for parking and pedestrian paths in the areas identified in the Concept Drawings. Solar surface panels shall contain heating elements to melt snow/ice in the winter and shall generate power at a minimum of 23.7% efficiency. The panels shall have a minimum of 300 LEDs (red, green, blue, yellow, white) to create lines and signage and shall be rated to support up to 250K pound vehicles. The basis of design is the Solar Roadways SR5 Solar Road Panel. See Attachment R for the Panel Specifications.

5.2.5 Pedestrian Rectangular Rapid-Flashing Beacon:

Design and construct a Rectangular Rapid-Flashing Beacon style crosswalk warning at the crosswalk crossing Bong Street from the parking lot to B2245. The Beacon shall be

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pedestrian actuated with LED flashing lights and signs on both ends of the crosswalk.

See Attachment S for a Tech Sheet and References.

5.2.6 Maintenance of Traffic:

Provide traffic control measures including flagging, signs and other traffic control devices as required during construction. All traffic control devices and procedures shall follow the Manual on Uniform Traffic Control Devices (MUTCD). Provide traffic control plan to government for approval 14 days prior to construction. Confirm access locations and haul routes at the pre-construction meeting. Maintain all pedestrian routes during construction or provide paved detour with adequate signs, barriers, or devices that comply with MUTCD.

5.2.7 Submittals:

Prepare pavement plans and calculations designed by a licensed engineer.

5.3 Stormwater

5.3.1 General:

Provide all work necessary for the design, documentation, development, and construction of the stormwater management facilities per UFC requirements and the Spokane County Regional Stormwater Manual (Spokane Manual).

5.3.2 Personnel Requirements:

Prepare all stormwater calculations and design under the direction of a licensed engineer approved by the government.

5.3.3 Stormwater Conveyance:

Confirm the location, size, and type of existing stormwater conveyance features upstream and downstream of the project. The maximum pipe length between structures is 150 feet for pipes smaller than 48 inches in diameter.

5.3.4 Runoff Treatment and Flow Control:

Design permanent flow control and runoff treatment facilities in accordance with the Spokane Manual and EISA 438 to manage the stormwater onsite to the extent feasible and with a gravity flow system. Confirm tributary area and facility size during the design phase of this project.

5.3.5 Protection of Stormwater Facilities:

Protect all existing and proposed stormwater facilities along with any stormwater facilities installed or relocated during the project. Protect any sensitive or critical areas during construction and from future improvements.

5.3.6 Removal, Relocation and Abandonment:

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Where removal of existing stormwater facilities and pavement are required, provide approved barricades, temporary covering of exposed areas, and temporary conveyance, flow, and sediment control. Any damage to existing stormwater facilities to remain shall be repaired by the contractor at no additional cost to the government.

5.3.7 Submittals:

Provide information on existing and proposed stormwater facilities. Prepare drainage plans, details, calculations, and reports by a licensed engineer. Provide stormwater submittals to the government for review.

5.4 Temporary Erosion and Sediment Control

5.4.1 General:

Provide temporary erosion and sediment control (TESC) plans for the project. See section 01 35 43 ENVIRONMENTAL PROCEDURES for additional information.

5.4.2 Personnel Requirements:

The TESC plans and design shall be prepared by a licensed engineer and Certified Erosion and Sediment Control Lead (CESCL).

5.4.3 Submittals and Coordination:

Submit TESC drawings, details, calculations, and narrative to the government for review, comment, and approval. Provide adequate permanent vegetation or BMPs for all disturbed areas to ensure silt, sediment, and construction stormwater do not discharge from the site.

5.5 Utilities

5.5.1 General:

Provide utility design, plans, and details per all applicable UFC, state and local requirements.

5.5.2 Personnel Requirements:

Prepare all water and sanitary sewer calculations under the direction of a licensed engineer approved by the government.

5.5.3 Identification of Utilities:

The existing utility information shown is preliminary and shall not be considered accurate or complete. The contractor is solely responsible for verifying all existing utility information including potholing and field surveying the existing utilities at no additional cost to the government.

5.5.4 Coordination:

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Provide coordination for all proposed utilities not owned by the government.

Coordination to include design, inspection, and construction with the applicable utility agencies.

5.5.5 Protection of Utilities:

Protect existing utilities to remain in place, or utilities installed during construction and prior to relocation. Ensure all utilities are operational during the course of work and provide temporary services as needed to provide continuity of utility service.

5.5.6 Removal and Relocation:

Provide approved barricades and temporary covering of exposed areas for all removal and relocation of existing utilities. Repair all damage to existing utilities damaged during construction. Repair damaged utilities at no additional cost to the government.

5.5.7 Trenching:

Provide shoring for all trench excavations over four feet in depth. All shoring shall be designed, constructed, maintained, and removed in accordance with the requirements of the Washington Industrial Safety and Health Act. Shoring installation and worker safety are solely the responsibility of the contractor. Trenches must be adequately shored to protect the work, property, utilities, and provide safe working conditions.

5.5.8 Construction, Inspection Records, and As-Built Locations:

Maintain construction and inspection records as necessary to verify the utility work was built in accordance with the approved plans, permits, and requirements of the contract documents.

5.5.9 Utility As-Builts:

After construction is complete, submit a complete set of utility as-built drawings and design to the government. Deliver the as-built survey files to the government a minimum of 21 calendar days prior to the contract completion date. Refer to the Base Design Guide for As-built drawing requirements.

5.5.10 Permits:

Obtain all permits, clearances, approvals, and agreements per local, state, and federal authorities. Confirm permit approval as required by the Washington State Department of Health (DOH) and/or Spokane County prior to construction. Dig permits are required a minimum of two weeks prior to excavations. Coordinate dig permits with Fairchild AFB.

5.6 Sanitary Sewer

5.6.1 General:

Design new sewer line per UFC, state, and county requirements.

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5.6.2 Connections:

The new sewer service lines shall connect to the existing sewer mains as shown on the conceptual plans.

5.6.3 Manholes:

Sewer lines shall be continuous and watertight from manhole to manhole at a maximum spacing of 300 feet. Provide precast concrete manholes unless otherwise approved by the government.

5.6.4 Testing:

Follow UFC requirements for all cleaning, testing, inspection, and acceptance the sewer system.

5.6.5 Submittals:

Verify existing sewer information and provide a design including sewer plans, details, and calculations prepared by a licensed engineer.

5.7 Water

5.7.1 General:

Provide new water mains along the north perimeter of the buildings as shown on the conceptual plans. The new water mains shall be 8 inch minimum in size and connect to the existing water mains to complete a looped system.

5.7.2 Connections:

The new water system must connect to the existing water system per UFC, and Washington State DOH standards.

5.7.3 Materials, Joints and Fittings:

Provide new water main pipe material per UFC, American Water Works Association (AWWA), and per the government’s approval. Install new water system including water main, fire service, water service, meters, valves, and appurtenances per the UFC, and AWWA standards. Locate vault and meter boxes outside of areas subject to vehicle traffic loads.

5.7.4 Installation:

Follow the UFC requirements for the new water system installation.

5.7.5 Removal:

If part of the water main is disconnected from the water system, the pipe should be removed. Any water service lines removed from service should be cut and capped at the main. Confirm status of waterline shown under building B2245. If pipe is still in place, FA462025R0002 remove pipe segments not under building to the extent feasible without impact to the building foundation. Abandon in place the remainder of the pipe under the building, plug and fill the pipe with class 3000 or commercial concrete with watertight caps and plugs.

Coordinate with COR and base environmental department.

5.7.6 Fire Hydrants:

Locate fire hydrant valves at least 3 feet away from the hydrants. Install fire hydrants per the UFC requirements. Locate fire hydrants within 150 feet of the Fire Department Connection (FDC) and within 350 feet of all parts of the building. Provide fire access lanes per UFC requirements. See fire protection section for additional information.

5.7.7 Testing:

Test, disinfect, and flush all water system parts per the UFC requirements. Provide operation and maintenance manuals to the government prior to commission of the new water system.

5.7.8 Submittals:

Provide information on the existing and proposed water system. Plans, details, and calculations shall be prepared by a licensed engineer.

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6. LANDSCAPE ARCHITECTURE

6.1 General:

Follow Fairchild Air Force Base Installation Facilities Standards and Base Design Guides in the design of landscaping and related site elements. Plant selections are to incorporate local natives and adapted plants. Specify larger shade trees where possible to provide shade and to mitigate heat island effects. Implement landscape planting and grading features to mitigate and decrease excess stormwater run-off from the site. Provide and install a landscape design similar to adjacent site developments.

Utilize a variety of hardscape and softscape materials that integrate the function and aesthetics of the building. Provide emphasis at the building’s primary entry.

6.2 Low Impact Development (LID) and Sustainability:

Integrate local principles of outdoor sustainable design, as described in the Fairchild Air Force Base Design Guides and Installation Facilities Standards, into site and landscape design layouts. Incorporate landscape and site grading elements to reduce temporary irrigation demand for establishment of new tree and groundcover plantings and seeded areas and incorporate water efficient irrigation products and methods. Comply with LID Guidelines to reduce impacts to the site and the surrounding environment. Coordinate the design of low maintenance stormwater features (e.g., shallow bioretention areas, drainage swales, curb-cuts within parking areas, etc.) with Civil stormwater design and site grading.

6.3 Design Criteria:

Landscape plans, detailing and specifications are to be produced by a licensed Landscape Architect with a minimum of five (5) years of experience on similar projects. Adhere to applicable Federal, State, and local codes, standards, and regulations in the design and construction of this project.

6.4 Site Circulation:

Provide new walkways for safe and efficient pedestrian circulation. Emphasize building access points of entry and circulation hierarchy. Specify all concrete walkways with an SRI value of 29 or better to reduce heat island effect. Restore pedestrian connections to the looped driveway to the southeast of the facility.

6.5 Planting Requirements:

Select drought resistant/tolerant, climate appropriate and approved plants with an emphasis on local natives and adaptive species. (Refer to the Acceptable Plant List in the Fairchild Air Force Base Design Guide Data Sheets. Obtain approval from Fairchild AFB Civil Engineering Squadron for use of trees and plants not on the Acceptable Plant List). Specify and locate deciduous and evergreen trees to create a pleasing environment by providing shade to parking areas and accent along pedestrian pathways. Provide emphasis to the

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main entry of the facility from adjacent parking areas. Landscape design to give a human scale to the site and enhance the building’s design by both reflecting and contrasting with the architectural character. Acclimate plant materials to the local climatic conditions for a period of 45 days prior to installation.

6.6 Landscape Plants:

Provide restored open lawn areas and rock mulched beds to maintain clear sightlines and to reduce landscape maintenance. Government to approve landscape plans, including tree locations.

6.7 Rock Mulch:

Incorporate landscape rock mulched areas at the base of the building and within perimeter and interior parking areas as shown on the landscape plan in the Concept Drawings. Rock mulch topdressing to be 2-inch to 4-inch size fractured basalt rock installed to a minimum 4-inch depth over roll type polypropylene weed control fabric.

Limits of rock mulched areas adjacent to fine lawn or field grass seeded areas are to be delineated with a 6-inch x 6-inch concrete mow strip set level to adjacent grades.

6.8 Seeding and Topsoil:

Seed all disturbed and graded landscape areas, other than rock mulched areas. This includes, but is not limited to, restoration of areas after removal of temporary haul roads, construction staging and laydown areas, temporary equipment storage areas, utility trenches, etc. Scarify and till all compacted soil areas to a minimum 6-inch depth. Provide, install, and fine grade a minimum 4-inch depth of topsoil in all new and restored landscape areas prior to planting of new trees and groundcovers and placement of seed.

Seed all fine lawn areas with an equal mix of four (4) varieties of fescues. Seed all field grass areas with a native dryland field grass seed mix. Refer to Fairchild Air Force Base Design Guides for acceptable seed varieties, mix percentages, and rates of application for both fine lawn and field grass seeded areas.

Provide a soil test of imported topsoil that includes pH, potassium, phosphorus, calcium, and magnesium. Soil test to include recommendations for soil amendments (N-P-K).

Apply fertilizer and other soil amendments as recommended in the soil test to provide healthy seed establishment. Provide a neat and finished appearance for all areas within the limits of construction or requiring restoration.

6.9 Plant and…