DRAFT 01 11 00 SOW with Appendix C Concept Dwgs 2022 03.pdf

KC-46A 3BAY DEPOT MAINTENANCE HANGAR 22TAFBKC46A

TINKER AIR FORCE BASE, OK

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 CODES, STANDARDS AND CRITERIA

The Southwestern Architectural and Engineering Instruction Manual, (SWD-AEIM) prescribes standard procedures for the preparation of design documents for construction projects under the direction of the US Army Corps of Engineers (COE), Tulsa District. The design manual and other useful criteria are available on the Tulsa District home page at http://www.swt.usace.army.mil/

In addition to the specific Codes, Standards and Criteria referenced throughout this RFP, the designer shall prepare all design and construction documents in accordance with the most current edition of the following:

Applicable Department of Defense (DoD) regulations Military Handbooks (MIL-HDBK’s) Air Force Regulations (AFR’s), including AFR 88 series regulations Air Force Instructions (AFI’s) Air Force Manuals (AFM’s, AFMAN’s) Air Force Handbooks Air Force Pamphlets (AFP’s, AFPAM’s) Engineering Technical Letters (ETL’s) Engineering Manuals (EM’s) Engineering Guidance Letters (EGL’s) Engineering Regulations (ER’s) Construction Technical Letters (CTL’s) Tri-Service Electrical Working Group Tri-Service Pavements Working Group Unified Facilities Criteria (UFC) Unified Facilities Guide Specifications (UFGS) Department of Defense (DoD) Standard Design AW 078-24-28 Pressurized Hydrant Fueling System Type III.

These documents are available via the internet at:

http://www.wbdg.org

Tinker Air Force Base Facility Standard (Included in the Appendix)

Unified Facilities Criteria (UFCs): The UFCs shall be viewed and applied as a unified whole. The UFCs are the governing documents unless specifically stated otherwise in the applicable UFC. All other codes and standards are to be used only to the extent referenced by the UFC. UFCs determine which edition of the referenced codes or standards are applicable. No code or standard other than those referenced by the UFCs shall be substituted for a code or standard referenced by the UFCs. The UFCs do not supersede higher-level mandates such as public laws, executive orders, regulations, or DoD

-- For Information Only, Subject to Change --

-- For Information Only, Subject to Change --

DRAFT

http://www.swt.usace.army.mil/ http://www.wbdg.org/

SECTION 01 11 00 Page 2

Instructions unless a specific exemption has been obtained. ETLs, TOs and other agency requirements shall be used in conjunction with the UFCs. In the event of a conflict, the contractor shall notify the Contracting Officer in writing for resolution.

In this contract and associated documents, where the word “designed” is used the agent performing the design is the “Design-Build (DB) contractor.” The Designer shall also follow all current national and state codes, regulations and specifications involving civil, architectural, interior design, structural, mechanical, electrical, and environmental disciplines which are applicable to the engineering design and construction industry, including OSHA Safety and Health Standards and Air Force policy on Ozone Depleting Chemicals (ODC’s).

Use of National Fire Codes and Life Safety Codes, published by the National Fire Protection Association (NFPA), the International Building Code (IBC), the Americans with Disabilities Act (ADA), and the Uniform Federal Accessibility Standards (UFAS) is mandatory on all projects.

1.2 REFERENCES

The following publications are referenced throughout this section of the RFP.

This list shall not be used as or considered to be a complete list of design references. See paragraph titled “Codes, Standards, and Criteria” for a complete listing of design publications.

UFC's are the governing documents unless specifically otherwise stated in the applicable UFC. All other codes and standards are to be used only to the extent referenced by the UFC's. No code or standard other than those referenced by the UFC's shall be substituted for a code or standard referenced by the UFC's. The UFC's do not supersede higher-level mandates such as public laws, executive orders, regulations, DODD, and DoD Instructions (DODI) unless a specific exemption has been obtained. ETL's, TO's and other agency requirements shall be used in conjunction with the UFC's. In the event of a conflict with an ETL or other agency requirements the Design-Build (DB) contractor shall contact the Contracting Officer in writing immediately for resolution.

1.2.1 General References

AIR FORCE MANUALS (AFM)

UFC 1-200-02 High Performance and Sustainable Building Requirements

UFC 3-190-06 Protective Coatings and Paints

AFI 32-1084, 26 Feb 2016 Facilities Requirements

INTERNATIONAL CODE COUNCIL (ICC)

International Building Code (IBC)

1.2.2 Architectural/Interior References

Architectural Barriers Act Accessibility Standard for Department of (ABA) Defense Facilities – October 31, 2008 (2015) UFAS Uniform Federal Accessibility Standards

AFMAN 32-1084 Air Force Manual – Facility Requirements

-- For Information Only, Subject to Change --

-- For Information Only, Subject to Change --

DRAFT

SECTION 01 11 00 Page 3

26 Feb 2016 ASHRAE 189.1 Standard for the Design of High-Performance

Green Buildings Compatibility Plan Tinker Air Force Base Architectural

Compatibility Plan 2020 IBC 2018 International Building Code, 2018 Edition ICC 500-2014 ICC/NSSA Standard for the Design and

Construction of Storm Shelters ICC/ANSI A117.1-2009 Accessible and Usable Buildings and

Facilities NFPA 101 Life Safety Code, 2021 Edition UFC 1-200-01 Unified Facilities Criteria, General

Building Requirements 8 Oct 2019, Change 1, 1 Oct 2020

UFC 1-200-02 Unified Facilities Criteria, High Performance and Sustainable Building Requirements 1 December 2020

UFC 3-101-01 Architecture 16 December 2020, Change 1, 5 January 2021

UFC 3-110-03 Roofing 01 May 2012 -Change 5, 12 June 2020 UFC 3—420-01 Plumbing Systems, 01 April 2021 UFC 3-600-01 Design: Fire Protection Engineering for

Facilities 8 August 2016, Change 5, 24 September 2020

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings 12 December 2018, Change 1, 19 August 2020

UFC 4-211-01 Aircraft Maintenance Hangars 13 April 2017, Change 3, April 20, 2021

1.2.3 Interior References

UFAS Uniform Federal Accessibility Standards

ASHRAE 189.1 Standard for the Design of High-Performance

Green Buildings Compatibility Plan Tinker Air Force Base Architectural

Compatibility Plan 2020 IBC 2018 International Building Code, 2018 Edition

ICC/ANSI A117.1-2009 Accessible and Usable buildings and

Facilities UFC 1-200-01 Unified Facilities Criteria, General

Building Requirements 8 Oct 2019, Change 1, 1 Oct 2020

UFC 1-200-02 Unified Facilities Criteria, High Performance and Sustainable Building requirements 1 December 2020

UFC 3-120-01 Design: Sign Standards 1 March 2014 – Change 3, 12 December 2017

UFC 3-120-10 Interior Design 16 May 2018 – Change 1, 20 April 2021

1.2.4 Civil References

UNIFIED FACILITIES CRITERIA

-- For Information Only, Subject to Change --

SECTION 01 11 00 Page 4

1-200-01 Unified Facilities Criteria, General Building Requirements 8 Oct 2019, Change 1, 1 Oct 2020

1-200-02 Unified Facilities Criteria, High Performance and Sustainable Building requirements 1 December 2020

1-300-07A Design Build Technical Requirements 3-201-01 Civil Engineering with Change 5 3-210-10 Low Impact Development Revised with Change 3 3-220-01 Geotechnical Engineering 3-220-04FA Backfill for Subsurface Structures 3-220-05 Dewatering and Groundwater Control 3-220-08FA Engineering Use of Geotextiles 3-230-01 Water Storage, Distribution, and Transmission with Change 2 3-230-02 O&M: Water Supply Systems with Change 1 3-230-06A Drainage Layers 3-240-01 Wastewater Collection, with Change 2 3-250-01 Pavement Design for Roads, Streets, Walks, and Open Storage

Areas 3-250-03 Standard Practice Manual for Flexible Pavements 3-250-04 Standard Practice for Concrete Pavements, with Change 2 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements 3-250-11 Soil Stabilization for Pavements 3-260-01 Airfield and Heliport Planning and Design with Change 1 3-260-02 Pavement Design for Airfields 3-260-04 Airport and Heliport Markings 3-460-01 Design: Petroleum Fuel Facilities with Change 1 3-501-01 Electrical Engineering with Change 1 3-600-01 Fire Protection Engineering for Facilities, with Change 6 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, with

Change 1 4-022-03 Security Fences and Gates; see also the Drawings in DWG format

FEDERAL AVIATION ADMINISTRATION

150/5320-2C Surface Drainage Design

1.2.5 Structural References

AMERICAN SOCIETY OF CIVIL ENGINEERS

ASCE/SEI 7-16 Design Loads for Buildings and Other Structures, 2016

INTERNATIONAL CONGRESS OF BUILDING CODE OFFICIALS

IBC 2018 International Building Code, 2018 Edition

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

Manual of Steel Construction (ASD or LRFD), 14th Edition

ANSI/AISC 360-16 Specification for Structural Steel Buildings.

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI S100, North American Specification of the Design of Cold Formed Steel Structural Members, 2012 Edition.

SECTION 01 11 00 Page 5

FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)

FEMA P-361 Safe Rooms for Tornadoes and Hurricanes: Guidance for Community and Residential Safe Rooms, Third Edition (2015)

INTERNATIONAL CODE COUNCIL (ICC)

ICC 500-2014 2014 ICC/NSSA Standard for the Design and Construction of Storm Shelters

UNIFIED FACILITIES CRITERIA

General Building Requirements 8 Oct 2019, Change 1, 1 Oct 20203-301-01 Structural Engineering, 1 October 2019 3-320-06A Concrete Floor Slabs on Grade Subjected to Heavy Loads, 1

March 2005 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 12

December 2018, Change 1, 19 August 2020.4-211-01 Aircraft Maintenance Hangars 13 April 2017, Change 3, April 20, 2021

STEEL JOIST INSTITUTE

Standard Specifications for K-Series, LH-Series, and DLH-Series Open Web Steel Joists, and for Joist Girders, SJI 100-2020 Standard

Code of Standard Practice for K-Series, LH-Series, and DLH-Series Open Web Steel Joists, and for Joist Girders.

STEEL DECK INSTITUTE

SDI Roof Deck Design Manual – No. RDDM2 SDI Floor Deck Design Manual (FDDM2)

SDI DDM04 Diaphragm Design Manual, Fourth Edition, 2015 including latest Updates.

Code of Standard Practice

AMERICAN CONCRETE INSTITUTE (Latest Editions) ACI 308 Standard Specification for Curing Concrete ACI 315 Details and Detailing of Concrete Reinforcement ACI 318 Building Code Requirements for Structural Concrete ACI 347 Guide to Formwork for Concrete

THE MASONRY SOCIETY

TMS 402/602 Building Code Requirements and Specification for Masonry Structures, 2016 Edition

AMERICAN SOCIETY OF TESTING MATERIALS –ASTM (Latest Editions) A36 Carbon Structural Steel

A53 Pipe, Steel, Black and Hot Dipped, Zinc-Coated Welded and Seamless

A500 Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

A615 Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement

A815 Standard Specification for Wrought Ferritic, Ferritic/Austenitic and Martensitic Stainless Steel Piping Fittings

A992 Standard Specification for Structural Steel Shapes

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C90 Standard Specification for Load Bearing Concrete Masonry Units

C476 Standard Specification for Grout for Masonry

F1554 Standard Specification for Anchor Bolts, Steel, 36,55, and

105 ksi Yield Strength ASTM F3125 Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength

AMERICAN WELDING SOCIETY

AWS D1.1 Structural Welding Code-Steel AWS D1.3 Structural Welding Code-Sheet Steel AWS D1.4 Structural Welding Code-Reinforcing Steel

OTHER STANDARDS

Tinker Air Force Base Facility Standard (TAFBFS)

Occupational Safety and Health Association(OSHA)-All applicable OSHA regulations.

American Association of State Transportation Officials(AASHTO)-Bridge Design Specifications

Underwriter Laboratories (UL)- UL 580- Uplift Resistance of Roof Assemblies

Metal Building Manufacturers Association, Metal Building Systems Manual

1.2.6 Mechanical References

AIR-CONDITIONING, HEATING & REFRIGERATION INSTITUTE (AHRI)

210/240 Performance Rating of Unitary Air-conditioning & Air-source Heat Pump Equipment

340/360 Performance Rating of Commercial and Industrial Unitary Air Conditioning and Heat Pump Equipment

AIR MOVEMENT & CONTROL ASSOCIATION (AMCA)

210 Laboratory Methods of Testing Fans For Certified Aerodynamic Performance Rating.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

A117.1 Accessible and Usable Buildings and Facilities Z21.10.3 Gas Water Heaters Vol III, Storage Water Heaters with

Input Ratings Above 75,000 Btu Per Hour Z21.22 Relief Valves for Hot Water Supply Systems Z358.1 Emergency Shower and Eyewash Equipment

AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR-CONDITIONING ENGINEERS

(ASHRAE)

ASHRAE Handbooks

-- For Information Only, Subject to Change --

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15 (2016) Safety Standard for Refrigeration Systems 34 (2016) Designation and Safety Classification of

Refrigerants 55 (2020) Thermal Environmental Conditions for Human

Occupancy

62.1 (2016) Ventilation for Acceptable Indoor Air Quality

90.1 (2013) Energy Standard for Buildings Except Low-Rise

Residential Buildings

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

A13.1 Scheme for Identification of Piping Systems A112.18.3 Performance Requirements for Backflow Prevention Devices and Systems in Plumbing Fixture Fittings A112.19.1 Enameled Cast-Iron Plumbing Fixtures A112.19.3 Stainless Steel Plumbing Fixtures B31.3 Process Piping

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

1001 Pipe Applied Atmospheric Type Vacuum Breakers 1005 Water Heater Drain Valves 1018 Trap Seal Primer Valves – Water Supply Fed 1019 Vacuum Breaker Wall Hydrants, Freeze Resistant Automatic Draining Type 1037 Pressurized Flushing Devices Flushometers) for Plumbing Fixtures

AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)

A53 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc Coated, Welded and Seamless B88 Specification for Seamless Copper Water Tube B819 Standard Specification for Seamless Copper Tube for Medical Gas Systems C591 Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation D1248 Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable D2513 Specification for Thermoplastic gas Pressure Pipe, Tubing and Fittings F1973 Standard Specification for Factory Assembled Anodeless Risers and Transition Fittings

CAST IRON SOIL PIPE INSTITUTE (CISPI)

CISPI 301 Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

-- For Information Only, Subject to Change --

SECTION 01 11 00 Page 8

CISPI 310 Couplings for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings

COMPRESSED GAS ASSOCIATION (CGA)

G7.1 Commodity Specification for Air

ENERGY POLICY ACT (EPACT 2005)

FEMA P-361 Safe Rooms for Tornadoes and Hurricanes: Guidance for Community and Residential Safe Rooms, Third Edition (2015)

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH (FCCCHR)

FCCCHR Manual Manual of Cross-Connection Control

INTERNATIONAL CODE COUNCIL (ICC)

ICC 500-2014 2014 ICC/NSSA Standard for the Design and Construction of Storm Shelters

INTERNATIONAL CONGRESS OF BUILDING CODE OFFICIALS

IBC-2021 International Building Code IPC-2021 International Plumbing Code IMC-2021 International Mechanical Code IFC-2021 International Fuel Gas Code

MANUFACTURERS STANDARDIZATION SOCIETY (MSS)

SP58 Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application, and Installation

SP70 Cast Iron Gate Valves, Flanged and Threaded Ends SP71 Grey Iron Swing Check Valves, Flanged and Threaded Ends SP78 Cast Iron Plug Valves, Flanged and Threaded Ends SP80 Bronze Gate, Globe, Angle and Check Valves

NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA)

MG1 Motors and Generators MG10 Energy Management guide for Selection of Fixed Frequency Medium AC Squirrel-Cage Polyphase Induction Motors MG11 Energy Management Guide for Selection and Use of Single-Phase Motors

NATIONAL SANITATION FOUNDATION (NSF)

61 Drinking Water System components – Health Effects

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 Portable Fire Extinguishers NFPA 13 Installation of Sprinkler Systems

NFPA 30 Flammable and Combustible Liquids Code

-- For Information Only, Subject to Change --

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NFPA 54 National Fuel Gas Code NFPA 70 National Electric Code (NEC) NFPA 70E Standard for Electrical Safety in the Workplace NFPA 90A Standard for the Installation of Air Conditioning and

Ventilation Systems

PLUMBING AND DRAINAGE INSTITUTE (PDI)

WH 201 Water Hammer Arresters

SHEETMETAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA)

Architectural Sheet Metal Standards Round Industrial Duct Construction Standards HVAC Duct Construction Standards HVAC Systems - Duct Design HVAC Systems - Testing, Adjusting, and Balancing

UNDERWRITERS LABORATORIES (UL)

181 Factory-Made Air Ducts and Air Connectors 555 Fire Dampers 705 Power Ventilators 1951 Electrical Plumbing Accessories

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-02 High Performance and Sustainable Building

Requirements UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating and Air Conditioning Systems UFC 3-410-02 Lonworks ® Direct Digital Control for HVAC and Other

Local Building Systems

UFC 3-420-01 Plumbing Systems UFC 3-420-02FA Compressed Air Systems

UFC 3-450-01 Noise and Vibration Control

UFC 3-570-06 O&M: Cathodic Protection UFC 3-600-01 Design: Fire Protection Engineering for Facilities UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-010-06 Cybersecurity of Facility-Related Control Systems UFC 4-211-01 Aircraft Maintenance Hangars

OTHER STANDARDS

AEIM Corps of Engineers - SouthWest Division Architectural and Engineering Instruction Manual (AEIM) KC-46 Program Boeing Engineering and Manufacturing Development

(EMD) Phase Depot Maintenance Study, CDRL B039 TAFB Base Mechanical Standard, Tinker Air Force Base, August 2020

1.2.7 Electrical References

ADA 1994 Standards for Accessible Design

AIR FORCE INSTRUCTION (AFI)

-- For Information Only, Subject to Change --

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AFI 32-1062 Electrical Systems, Power Plants and Generators (15 January 2015)

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

C2 NATIONAL ELECTRICAL SAFETY CODE (NESC)

BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL (BICSI)

FED-STD-795 UNIFORM ACCESSIBILITY STANDARDS

FEMA P-361 Safe Rooms for Tornadoes and Hurricanes: Guidance for Community and Residential Safe Rooms, Third Edition (2015)

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

INTERNATIONAL CODE COUNCIL (ICC)

ICC 500-2014 2014 ICC/NSSA Standard for the Design and Construction of Storm Shelters

NATIONAL ELECTRICAL MANUFACTURER’S ASSOCIATION (NEMA)

NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 2020 National Electrical Code (NEC) NFPA 70E Standard for Electrical Safety in the Workplace NFPA 72 National Fire Alarm Code NFPA 101 Life Safety Code NFPA 409 Aircraft Hangars NFPA 780 Lightning Protection Code

TECHNICAL MANUALS (TM)

TINKER AIR FORCE BASE ELECTRICAL STANDARD (2019)

UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS

UNDERWRITERS LABORATORIES (UL)

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-260-01 Airfield and Heliport Planning and Design UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting Systems and Controls, with change 2 UFC 3-535-01 Visual Air Navigation Facilities(for apron area floodlighting) UFC 3-550-01 Exterior Electrical Power Distribution with

Change 1 UFC 3-555-01N 400 Hz Medium Voltage Conversion/

-- For Information Only, Subject to Change --

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Distribution and Low Voltage Utilization UFC 3-560-01 Electrical Safety; O&M 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 Design: Fire Protection Engineering for Facilities, with Change 3 UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-021-01 Design O&M: Mass Notification Systems

1.2.8 Aircraft Fueling References

AMERICAN PETROLEUM INSTITUTE (API)

BULLETIN 1584 Four-Inch Hydrant System Components and Arrangements (Hydrant Pit Valves and Intake Couplers)

RP 500 Recommended Practice for Classification of Locations for Electrical Installations at Petroleum Facilities Classified as Class I, Division 1 and Division 2

RP 540 Electrical Installations in Petroleum Processing Plants

SPEC 5L Specification for Line Pipe SPEC 6FA Specification for Fire Test for Valves STD 607 Fire Test for Soft-seated Quarter-turn Valves

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

B16.34 Valves— Flanged, Threaded, and Welding End B16.5 Pipe Flanges and Flanged Fittings B16.9 Factory-Made Wrought Buttwelding Fittings B31.3 Process Piping

AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)

A53 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc Coated, Welded and Seamless

AIR FORCE HANDBOOK (AFH)

32-1084 Facility Requirements

AIR FORCE MANUAL (AFM)

91-201 Explosives Safety Standards

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

30 Flammable and Combustible Liquids Code 70 National Electric Code 70E Standard for Electrical Safety in the Workplace 407 Standard for Aircraft Fuel Servicing 409 Aircraft Hangars 410 Standard on Aircraft Maintenance

UNIFIED FACILITIES CRITERIA (UFC)

1-200-01 General Building Requirements 3-301-01 Structural Engineering 3-501-01 Electrical Engineering

-- For Information Only, Subject to Change --

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3-460-01 Design: Petroleum Fuel Facilities 3-460-03 Operation and Maintenance: Maintenance of Petroleum Systems 3-570-06 Operation and Maintenance: Cathodic Protection

Systems

TECHNICAL ORDER (TO)

37-1-1 General Operation and Inspection of Installed Fuel

Storage and Dispensing Systems 00-25-172 Ground Servicing of Aircraft and Static

Grounding/Bonding

1.3 Points Of Contact

1. The 76 Safety Office (405-736-2767 or 405-734-0093) shall be notified immediately of any damage to government property or injury to Air Force or contractor personnel caused by the contractor. The notification/coordination of this contact shall be through the Contracting Officer (unless emergency).

2. Information regarding fire prevention, welding and cutting, or fire protection systems shall be obtained from and coordinated with the Base Fire Department (405-734-7964). The notification/coordination of this contact shall be through the Contracting Officer (unless emergency).

3. Information regarding health and personnel protective equipment shall be obtained from and coordinated with the Base BioEnvironmental Office (405-734-3719). The notification/coordination of this contact shall be through the Contracting Officer (unless emergency).

4. Base traffic regulations shall be observed by all DB Contractor personnel. Information regarding such regulations shall be obtained from and coordinated with the Security Forces Squadron (405-734- 3768). The notification/coordination of this contact shall be through the Contracting Officer (unless emergency).

1.4 GENERAL RFP TERMINOLOGY

DB Contractor: Responsible for all work within this RFP Contract.

1.5 Contaminated Soil

1. Contaminated soil is not expected to be encountered within the project.

2. DB Contractor will be required to notify the Contracting Officer immediately if contaminated soils are discovered.

1.6 Geotechnical Engineering Data

Geotechnical Engineering Data Report prepared by W2 Engineering Company, dated November, 2014 and a Geotechnical Engineering data Report by W2, dated April 28, 2020 for the FY19 2-Bay Hangar and are included in Appendix E of this RFP. Additional geotechnical information may be found on some Reference

-- For Information Only, Subject to Change --

SECTION 01 11 00 Page 13

Drawings. This geotechnical information is from former nearby construction projects and borings taken at the site of the proposed building. The Government does not guarantee that borings and other information indicate actual conditions, except for the exact locations and the time that they were made. The geotechnical engineering data furnished as reference documents do not provide an adequate and sufficient basis for final design. The Contractor shall perform additional explorations and tests he considers necessary at no additional cost to the Government.

All aspects of the geotechnical design for this facility shall be in accordance with SWD-AEIM Chapter 13 and Paragraph 16 of TAFBFS.

The Contractor shall provide subsurface investigations and a geotechnical report for all new foundations and pavements. The Contractor shall take soil samples, make laboratory tests and write geological reports which include an evaluation of test results and recommendations for foundations. The Contractor shall determine the amount and types of sampling and testing required for the foundations and below grade items the Contractor intends to use. The Contractor’s foundation design shall be based on the recommendations contained in this geotechnical report. Geotechnical site investigation shall be conducted in accordance with UFC 3-260-02, Chapter 5.

Contractor is required to perform plate bearing test as required within the UFC in order to determine the design “k” modulus of subgrade reaction.

The subsurface sampling and testing shall be performed by a firm equipped, qualified and licensed to perform such services.

All geotechnical reports, investigations, specifications, and calculations shall be performed, checked and stamped by a registered Professional Engineer. The geotechnical report shall be submitted to the Contracting Officer with the other design submittals.

1.7 SCHEMATIC AND REFERENCE DRAWINGS

1. The concept Drawings and schematics shown are to be used only as a guide for the new designs and for the definition of interfaces. The Contractor is solely responsible for the design of these systems and structures and shall take full responsibility for any design and the associated construction costs based on the use of these schematics.

2. Reference drawings of existing site, systems, structures and conditions are provided. The information on these drawings may or may not reflect exact conditions at the current site and should not be considered “as-built”.

3. RFP Provided Drawings: It is important for the DB Contractor to understand that the RFP Drawings provided are only conceptual. The DB Contractor shall develop final design drawings and specifications, as well as supporting calculations, after Contract award as follows.

1.8 FIELD MEASUREMENT

The Contractor shall become familiar with all details of the work, verify all dimensions in the field and shall advise the Contracting Officer of any discrepancy before work begins. This pertains to all site conditions and any information presented in the project.

-- For Information Only, Subject to Change --

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1.9 UTILITY RATES

The following are estimated utility rates for Tinker AFB.

August 2020 Electricity $0.04959 $/kwh Natural Gas $2.757223 $MBtu (Million Btu) Water $0.48961 $/kgal Sewage $6.875324 $/kgal

1.10 PERMITS

The Contractor shall be responsible for the preparation of the environmental and construction permit applications listed below. The Contractor shall prepare the listed permits, providing all information and supporting documentation in a form ready for signature by the Owner and submittal to the applicable agency. Should the permitting agency require additional clarification or information during the permit review process, the Contractor shall provide all necessary assistance to resolve the outstanding issue.

TYPE

LEADTIME

(Minimum)

Point Of Contact

Airfield – Crane Over 200 ft 90 Days 72 FAA Airfield – Crane Under 200 ft 45 Days 72 FAA Temporary Airfield Wavier 60 Days 72 ABW/CEEN Airfield – Staging Area 45 Days 72 ABW/CEEN

Digging 3 Weeks 72 ABW/CEEN

Welding, Cutting and Brazing Daily 72 ABW/CEFP

Utility Outages 21 days 72 ABW/CEEN

Construction Permit 30 Days after NTP 72 ABW/CEICE

Notice of Intent (NOI) Pre-Con 72 ABW/CEICE Storm Water Pollution Prevention Pre-Con 72 ABW/CEICE

Notice of Termination Project Completion 72 ABW/CEICE

Oklahoma State Historical Preservation Office (SHPO)

See Section 01 10 00

See Section 01 10 00

1.11 TEXAS HORNED LIZARD

1. The Texas horned lizard has been found at Tinker AFB, OK. It is a small reptile, ranging in size from 3/4- to 4-inches long. It has horn-like projections on its head and spiny scales on its body, legs, and tail.

2. If a Texas horned lizard is encountered, dead or alive, during construction, the Contractor shall notify the Tinker Natural Resources office immediately and ensure the lizard is protected so it may be relocated.

SECTION 01 11 00 Page 15

3. The Contractor shall notify the Tinker AFB Natural Resources office as soon as it is known when construction activities will begin. At that time, Tinker Natural Resources staff will conduct visual ground searches of the construction site prior to any construction activities.

Any lizards found will be temporarily captured and relocated to suitable habitat away from the construction site. Once the site has been inspected and cleared, the Tinker Natural Resources staff will inform the Contractor that construction activities may start.

4. All contractor and subcontractor employees shall be briefed on the requirements outlined in the information included in the Appendices prior to beginning work on the site.

5. The Contractor shall post the Texas horned lizard information sheet on the job site bulletin board or other conspicuous location where it can be viewed by all field crew members. The Contractor shall contact the Tinker Natural Resources staff to obtain the latest information sheet prior to starting construction.

1.12 ORDER OF PRECEDENCE

In case of conflict, duplication or overlap of design criteria specified in the documents referenced in this RFP and section, the following order of precedence shall be followed:

1. All Codes and UFCs

2. General written design requirements within section 01 11 00 and Room data Sheets located within Appendix A.

3. Drawings (See Appendix C)

4. General guidance from Tinker AFB publications (See Appendices)

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KC-46A 3-BAY DEPOT MAINTENANCE HANGAR 22TAFBKC46A

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SECTION 01 11 00

STATEMENT OF WORK – CIVIL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

The proposed KC-46A 3-Bay Depot Maintenance (PDM) Hangar is part of the overall KC-46A Program complex at Tinker AFB in Oklahoma City, OK. The FY22 project is located on the former Burlington Northern Santa Fe Railroad yard (BNSF) on the southwest side of the Tinker AFB airfield.

Access to the site for all work located within the Construction Zone (outside Tinker AFB Security Perimeter) indicated on the Access and Staging Plan will be through a gate located on the west edge of the site with access off Air Depot Blvd. There is a construction entrance that provides access to a construction area that is considered outside the Tinker Security Perimeter.

Access at this construction gate does not require personnel, equipment, materials, or vehicles to be processed through the typical Tinker AFB security procedures. Security control at this gate is maintained by the Contractor’s staff. The notes on the drawings indicate the specific requirements for this construction gate.

Site access for all work within the Tinker AFB Security perimeter will be through Gate 33 (Commercial truck gate) located on Air Depot Blvd. Tinker Entry Requirements must be followed if work is required inside the Tinker Security Perimeter. Enclosed in the Appendices is a drawing illustrating the construction haul route. All pedestrian sidewalks shall be maintained during construction. All use of cranes or helicopters during construction must be coordinated with the Airfield Manager.

The Design-Build (DB) Contractor will be permitted space for staging and laydown of equipment and materials as indicated on the drawings shown in the Appendices. Staging of materials, equipment, and trailers is only permitted in the area indicated on the drawings. No material staging will be permitted within the airfield. Any requests for modification of the final staging area shall be approved by the contracting Officer in writing.

The Design-Build (DB) Contractor shall be required to provide the following to the Contracting Officer in accordance with the project drawings in the Appendices.

Design-Build (DB) Contractor’s equipment and material storage locations.

Design-Build (DB) Contractor’s personnel vehicle parking areas and access routes to the work area.

Location of the Design-Build (DB) Contractor’s offices.

Construction Phasing.

FOD Awareness and Prevention: (DB) Contractor personnel who work or travel in areas near operational and production of aircraft are required by AFMCI 21- 222 to receive training. The training is dependent on the project location.

The AFMC FOD/DOP Prevention and Awareness training video can be obtained through the Contracting Officer. The Design-Build (DB) Contractor will be responsible to ensure that all personnel (including sub-contractors) view the video. Minutes showing the persons title and the signatures of the attendees

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SECTION 01 11 00 Page 18 shall be submitted to the Contracting Officer. Prior to access to the flight line, Flight Line training must be completed. Due to the location of the project site, Foreign Object Debris (FOD) will be a concern from wind born construction materials as well as construction vehicles. The Design-Build (DB) Contractor will be required to monitor FOD at all times when working adjacent to the airfield.

No construction of any part of the airfield may commence until the 72ABW/CC has approved a temporary airfield waiver. The waiver request must be submitted to the contracting Officer a minimum of 45 days prior to start of work. Additionally, all proposed temporary crane operations under 150-foot tall on Tinker AFB will be submitted to the Contracting Officer 45 days prior to planned use. Cranes greater than 150 foot tall will require 90 days prior to any planned usage.

All airfield construction phasing and operational safety during construction shall comply with UFC 3-260-01. Aircraft shall also have the right of way to construction activities.

The Design-Build (DB) Contractor shall have a person on call 24 hours a day for emergency maintenance of airport hazardous lighting and barricades. The Design-Build (DB) Contractor shall supply the name and number to the Contracting Officer.

The Appendices contain the known environmental information for the site.

1.2 SITE RESTRICTIONS

The overall dimensions of the hangar facility shall not exceed those identified on the drawings in any direction. This is to maintain proper space for additional future facilities, utilities, and site elements as indicated below and on the drawings.

There is an existing 24-inch Bureau of Reclamation water line located to the south of the proposed Hangar site between the hangar and the main utility corridor and future PDM Hangar POV parking lot. The water line will be covered by the surrounding site concrete pavements. This contract does not involve any work on this water line. The Design-Build (DB) Contractor shall field mark the water line location and maintain a minimum of 3-foot of cover over the pipe at all times during construction. Any damage to the pipe shall be repaired at the Design-Build (DB) Contractor’s expense in accordance with Bureau of Reclamation requirements.

There is a utility corridor established on the south side of the proposed hangar in the area between the proposed hangar and the soil/debris pile that is surrounded by an existing fence. This utility corridor extends the utilities from the west side of the development of the FY19 PDM Hangar across the full width of the site to serve the development of this hangar and the F uture PDM Hangar facility located to the west.

The proposed FY22 hangar apron to the north of the proposed hangar is fixed in dimension by the FY19 Fuels and FY19 PDM hangar projects apron pavement limits to accommodate aircraft taxilanes and aircraft parking positions between this proposed hangar and another row of hangars on the north side of the apron.

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1.3 PROJECT SITE TOPOGRAPHIC AND GEOPHYSICAL SURVEY

The Design-Build (DB) Contractor shall use Government-supplied topographic and geophysical survey data in the preparation of their proposal.

Engineering field surveys have been performed and data is available to the Design-Build (DB) Contractor. Field survey data information was gathered by topographical and geophysical surveys performed in 2014. The initial survey was developed using Oklahoma North Zone (3501) State Plane Coordinate System.

The horizontal coordinates were based on Tinker Survey Control Monuments North American Datum of 1983 (NAD83) coordinate system. The vertical datum used was the North American Vertical Datum of 1988 (NAVD88). Below grade utility data was obtained from best-available record drawings and site survey. Some existing utilities were hydro excavated to confirm their size, depth, and location but this was done only in specific areas of the overall KC-46A proposed campus limits. Existing survey and geotechnical data for the FY15, FY16, and two FY19 projects can be obtained from the Contracting Officer.

The topographical and geophysical survey information provided by the Government shall be verified by the Design-Build (DB) Contractor during the design phase by on-site inspection and additional surveys and/or testing by the Design-Build (DB) Contractor for verification of existing information.

Any errors or unforeseen conditions identified shall be brought to the attention of the Contracting Officer immediately for resolution and direction. The Design-Build (DB) Contractor shall take all professionally prudent and reasonable actions to verify the accuracy of the data provided.

During design and construction, the Design-Build (DB) Contractor shall be responsible for obtaining additional data necessary for the execution of this project. The Design-Build (DB) Contractor shall update the Government-supplied engineering surveys to include any changes that have occurred since the Government-supplied survey was completed. The updates shall include any changes within the site or project-related, off-site utility corridors. This survey update work shall be in accordance with EM 1110-1-1005. The updated survey shall be submitted to and approved by the Contracting Officer prior to commencement of grading and/or trenching activities.

1.3.1 Survey Monuments

The Design-Build (DB) Contractor shall use existing Government-supplied permanent surveying monuments, if available, for construction staking. The Design-Build (DB) Contractor shall provide copies of field notes for differential level loops from four horizontal control points within second order surveying tolerances. The Design-Build (DB) Contractor shall immediately notify the Contracting Officer of any discrepancies found in either the horizontal or vertical control elevations/coordinates. Government-supplied monuments shall be protected by the Design-Build (DB) Contractor throughout the life of the project. Government-supplied monuments disturbed by the Design-Build (DB) Contractor shall be reset to second order surveying tolerances and subject to the Contracting Officer's approval at the Design- Build (DB) Contractor's expense. Resetting of these monuments shall be in accordance with EM 1110-1-1005 and EM 1110-1-1002. The Design-Build (DB) Contractor shall provide secondary control as necessary to accomplish construction staking and as-built drawings for the project site and all project related, off-site utilities. Secondary Control shall be accomplished within second order surveying tolerances and shall be in accordance with EM 1110-1-1005 and EM 1110-1-1002.

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1.3.2 Design-Build (DB) Contractor-Provided Surveys And Investigations

The results of all Design-Build (DB) Contractor surveys, investigations, and evaluations shall be presented to the Government as part of the Design-Build (DB) Contractor-Furnished Design Analysis in conformance with Section 01 33

16.00 10 DESIGN AFTER AWARD.

1.4 EXISTING CONDITIONS

1.4.1 Existing Condition Information

The locations of structures and underground utilities as indicated have been obtained from existing records and field surveys. Underground structures and utilities may be present which are not documented or located.

1.4.2 Site Inspection

The Design-Build (DB) Contractor is responsible for making the necessary site visits during the Proposal and Design phases to assess existing conditions and to obtain all detailed information that is required to develop a Proposal and Design.

1.4.3 Existing As-Built Drawing And Specification

The Government will furnish available “as-built” documents pertinent to the facilities involved in the project. Such documents, however, may not show existing conditions correctly. It is the responsibility of the Design-Build (DB) Contractor to verify the accuracy of existing “as-built” documents and obtain all other data as required to assure the complete and proper design and construction of the project.

1.4.4 Field Verification

The Design-Build (DB) Contractor shall field-check all existing conditions and be thoroughly familiar with the site before any work commences. Any discrepancies in the drawings shall be immediately reported to the contracting officer before any further work commences. It shall be the Design-Build (DB) Contractor’s responsibility to field-verify existing structures, utilities, and survey information, and to take necessary precautions during demolition and construction. Design-Build (DB) Contractor shall verify existence and mark locations of all utilities, including service connections to underground utilities, prior to beginning work. Design-Build (DB) Contractor shall contact the Contracting Officer and all associated utility companies and agencies to identify the location of utilities. There is no guarantee, either expressed or implied, that the locations, size and type of material of existing underground utilities indicated are representative of those to be encountered during construction.

1.4.5 Unexpected Structure And Utility Interferences

Prior to construction, the Design-Build (DB) Contractor shall notify the Contracting Officer of operational plans. In the event an unexpected utility or structure interference or conflict is encountered during construction, the Design-Build (DB) Contractor shall immediately notify the Contracting Officer. Any utility services or structures disturbed by the Design-Build

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(DB) Contractor's operations shall be restored immediately at Design-Build (DB) Contractor’s expense to the satisfaction of the owner.

1.4.6 Existing Structure Protection

The Design-Build (DB) Contractor is responsible for protecting items not to be damaged during demolition and construction. The Design-Build (DB) Contractor shall repair or replace damaged or disturbed items to the satisfaction of the Contracting Officer.

1.4.7 Existing Site Restorations

All areas disturbed by construction activities that do not include permanent site features shall be restored to their pre-existing conditions to the satisfaction of the Contracting Officer.

1.5 CONSTRUCTION LIMITS

The Design-Build (DB) Contractor shall restrict all operations to areas within the construction limits unless coordinated otherwise with the Contracting Officer.

1.6 STAGING AREA

The Design-Build (DB) Contractor is responsible for establishing and maintaining a staging and stockpile area for materials and equipment.

Location of staging shall be as indicated on the drawings in the Appendices at the direction of the Contracting Officer and may change based on operational requirements of the Base. When not engaged in construction activities, all Design-Build (DB) Contractor equipment shall be parked in the staging area. The Design-Build (DB) Contractor employee parking shall be located in the staging area.

1.7 BASE ACCESS

All Design-Build (DB) Contractor vehicles and personnel working within the limits of the Tinker AFB Security Perimeter are subject to search by security when entering the base and may experience delays. All personnel Base access shall be approved by Security Forces, and all personnel must have current and valid photo identification per Base security requirements, and all vehicles must have current and valid registration and insurance. All Design-Build (DB) Contractor vehicles and personnel shall be responsible for coordinating with the Base security office in obtaining proper security clearance and badging to provide their own escorting.

All work done outside the Tinker Security Perimeter, within the limits of the construction zone, does not require the vehicles or personnel to obtain Base Passes, be inspected, or obtain proper security clearance for badges. The limits of the Construction Zone are indicated on the drawings in the Appendices. The Design-Build (DB) Contractor is responsible for maintaining security within the Construction zone and maintaining the security perimeter fence around the construction that is between the construction site and the Tinker AFB secure area.

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1.8 TRAFFIC CONTROL

Prior to construction, the Design-Build (DB) Contractor shall cordon off the construction work area and associated roadways and airfield areas according to the proposed phasing plan by constructing temporary fencing or using barricades approved by the Contracting Officer.

1.9 HAUL ROUTES

Haul Routes are indicted on the drawings for work outside the Tinker Base Perimeter and for work within the Tinker Base Perimeter fence. If the existing Base roadway system is used for hauling or access, the Design-Build (DB) Contractor shall maintain the roads under use in a clean condition by power-brooming or other methods to the satisfaction of Contracting Officer, Tinker CE office, and Tinker Airfield Management. If hauling occurs along a route across earth surfaces, with or without turf, any dust that is generated by the hauling operation shall be mitigated by watering or other approved methods to the satisfaction of the Contracting Officer.

1.10 FOD CONTROL

Waste and loose material on pavements open to aircraft operations can cause damage to aircraft landing gear, propellers, or engines (foreign object damage FOD). If material hauling to and from the construction site occurs adjacent to an active airfield pavement, the haul route shall be continuously cleaned by vacuum brooming during hauling operations to keep the pavement clean. Except for connection of the new hangar access aprons to the existing apron (FY15 Infrastructure Support project apron), the Design-Build (DB) Contractor will not have access to and shall not haul across active airfield pavement.

The Design-Build (DB) Contractor shall attend any Base-mandated vehicle operator or foreign object debris/damage (FOD) control training course.

1.11 EMERGENCY ACCESS

The Design-Build (DB) Contractor shall coordinate activities and maintain all access and haul routes in a manner that allows unobstructed emergency access to all project areas, airfield areas, and existing roadways at all times without delay to emergency and security vehicle response time. If any emergency routes require closure due to construction activities, the Design- Build (DB) Contractor shall notify the contracting officer’s representative, security, local fire authority, and all other emergency services of the closure. The duration of the closure must be submitted for review and approval of the Contracting Officer along with any temporary traffic routing around the area.

1.12 UNSATISFACTORY CLEANING

If the airfield and roadway cleaning is considered inadequate by the Contracting Officer or Airfield Management, the Contracting Officer may stop construction operations until any cleaning deficiencies are corrected.

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1.13 MOWING REQUIREMENTS

The Design-Build (DB) Contractor is responsible for mowing and maintaining all areas within the project limits except work areas for other contracts as coordinated with the Contracting Officer, from notice-to-proceed date through the duration of the project. Mowing shall be to a maximum average height of 3-inches for Spring/Summer maintenance and 6-inches for Fall/Winter maintenance. The Design-Build (DB) Contractor shall coordinate exact start and stop times for the seasons with the Contracting Officer.

1.14 PHASING

The Design-Build (DB) Contractor-developed drawings shall show all aspects of the construction phasing. The Design-Build (DB) Contractor shall prepare a construction phasing plan meeting all the RFP requirements and additional phasing requirements of Attachment B14 in UFC 3-260-01. The Design-Build (DB) Contractor Phasing Plan shall be included in the first design submittal.

The construction schedule developed by the Design-Build (DB) Contractor shall include a minimum of 48 hours between phases to allow the Base to adjust traffic operations. Any impacts to base roads shall be coordinated with the Contracting Officer and submitted to the Tinker AFB CE office for review and approval a minimum of 7 days prior to the work. The Base has 7 days to review and approve the submittal. Any resubmittal of the plan allows an additional 7 days for review.

The Design-Build (DB) Contractor shall coordinate all work adjacent to aircraft apron, including all temporary and/or permanent relocation of existing flightline barriers, with Contracting Officer and…