FA4620-12-R-B001 Atch 1 MACC Specifications dated 5 Apr 12.pdf

FA4620-12-R-B001

Attachment 1

5 April 2012

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

Fairchild AFB Washington

MACC SPECIFICATIONS

GENERAL CONTRACT PROVISIONS

SECTION DESCRIPTION PAGES

01000

GENERAL CONTRACT REQUIREMENTS

01000-1 thru 01000-2

01100 GENERAL SITE REQUIREMENTS

01100-1 thru 01100-2

01200 ENVIRONMENTAL CONTROLS 01200-1 thru 01200-4

01300

TECHNICAL REFERENCES 01300-1 thru 01300-6

01400 GENERAL DESIGN REQUIREMENTS

01400-1 thru 01400-20

01500 CONSTRUCTION PERFORMANCE

CRITERIA

01500-1

01000-1

SECTION 01000

GENERAL CONTRACT REQUIREMENTS

1. Contract Description: The Multiple Award Construction Contract (MACC) is an Indefinite- Delivery, Indefinite-Quantity (IDIQ) Contract for execution of a broad range of maintenance, repair and minor construction projects affecting real property at Fairchild Air Force Base, Washington. All Fairchild AFB associated sites are within 80 miles of Fairchild AFB (JPRA training academy and Survival School off base sites). A ‘Task Order Request for Proposal’ (TORFP) will be issued under this MACC contract to define specific project requirements involving design build and/or build only requirements. Task Order execution will be directed by one of the following work elements:

1.1 Work Element No. 1 (Design Build Effort Required): MACC Contractor shall develop project design documentation including drawings, specifications, design analysis, etc… representative of a 35%, 65%, 95%, and/or 100% design effort, as identified within each Task Order. Upon completion of design, and upon direction by the Government, construction shall commence and be completed in accordance with Task Order requirements.

1.2 Work Element No. 2 (Design Build Effort Required with Provided Partial Design):

MACC Contractor shall be provided a previously accomplished preliminary/ intermediate design effort (e.g., 15% / 35% design) including available drawings, specifications, and/or design analysis, etc... which shall be developed to the appropriate level of design per the requirements of the Task Order (35% / 65% / 95% / 100% final or a combination thereof). Upon completion and approval of the appropriate level of design per the Task Order, and upon direction by the Government, construction shall commence and be completed in accordance with Task Order requirements.

1.3 Work Element No. 3 (Construction Effort Only): MACC Contractor shall be provided a design document (drawings, specifications, and/or design analysis etc.) to initiate and complete construction execution in accordance with Task Order requirements.

2. Contract Requirements: The contractor shall furnish all personnel, labor, equipment, tools, materials, supervision, and other items and services necessary to design, manage, and accomplish a broad range of repair, alteration, and/or new construction work on various real property facilities. The projects will include tasks in a variety of trades such as demolition, site work, excavation, cast-in-place concrete, masonry, structural steel, electrical, mechanical (including HVAC), painting, carpentry, roofing, millwork, road repair, HAZMAT surveys and other specialty and general contracting work.

3. Contractor Organization: The contractor shall have available a design and construction staff to respond to the requirements of this multi-discipline IDIQ type contract. The contractor’s organizational approach shall integrate with this staff to provide project management, project design/engineering, on-site superintendence, quality control and administration.

4. Ordering Procedures: As the need arises for performance under the terms of this contract, the Contracting Officer or authorized representative will issue a TORFP providing a synopsis of the proposed project requirements, define the government evaluation method(s) to be used for subsequent award of Task Order, establish the date, time and location of the pre-proposal site visit and proposal due date/time.

01000-2

5. Standard Working Hours: The standard hours of work are from 0730 to 1630 hours, Monday through Friday, excluding Federal holidays. Hours may be modified in accordance with each individual Task Order.

6. Project Phases: Design/Build and Construction Only projects are broken out by Phases and usually are: Phase I – Design (for Design/Build projects), Material Gathering and Submittals, Phase II – Physical Work and Phase III – Close-out. However, on occasion the Phases may be modified depending upon the specific requirements of the project. Sections within the Fairchild Base Design Standard (BDS) provide for the specific requirements to be met by the contractor for each phase. Refer to contract task order award documents, which provide for the schedule duration for each of the Phases and daily rate for the assessment of liquidated damages if the phase schedules are not met on time.

7. Material Submittals: Upon issuance of a Task Order, the Contractor shall submit work plans, samples, brochures, manufacturers data, product data sheets, shop drawings and/or certificates of materials (relative to the construction execution) to the Contracting Officer for approval prior to their installation within the project, in accordance with design criteria/specifications, Task Order Requirements and the BDS Section 013300. Provide submittals to the Contracting Officer via e-mail unless document attachments(s) are to large (total greater than 10MB). If hardcopies are submitted, provide 2 hardcopies (in-lieu of the 4 copies required by the BDS) and the file(s) on CD. All the material submittals as indicated in the applicable specification section shall be submitted at the same time. If the submittal requirement is listed on the drawings, all material submittals of like work shall be submitted simultaneously and with all corresponding specification sections. Failure to submit all material submittals associated with an individual specification section at the same time will be cause for rejection.

8. Adherence to Specifications: These specifications are provided to amend/clarify areas already addressed within the BDS. If there are conflicts between the specs and the BDS the more restrictive of the two documents shall be in effect unless otherwise directed by the Government.

End of Section

01100-1

SECTION 01100

GENERAL SITE REQUIREMENTS

1. Coordination and Access to Site: Coordination with affected facility occupants (Using Agency) shall be made through the Contracting Officer (CO) and/or the CO’s designated representative to assist the Contractor in completing the work with a minimum of interference and inconvenience. Upon award of basic contract, long-term passes shall be issued which will allow all contractor-controlled vehicles to access the Base in accordance with local procedures.

2. Work Layout and Site Management: The Contractor shall coordinate the proposed layout of the work with the Construction Manager (CM) and submit various site plans, field office requirements, dust control plans, and proposed storage areas in accordance with the project requirements associated with each Task Order.

2.1 Administrative Field Offices and Material Storage Trailers: The exterior need not comply with base standard colors; however, office and storage trailers shall be skirted, with skirting color matching body color. See FAFB BDS for more guidance.

2.2 Staging/Material Storage Area(s): The requirement for lay-down areas (staging areas) associated with a Task Order shall be dependent upon the size of project and in accordance with specific criteria as detailed in the Task Order. Prior to starting the work, the Contractor shall submit site plan through the Contracting Officer for the Base Civil Engineer approval, showing the layout and details of all temporary facilities planned for use on identified Task Order. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas as required by the Task Order. Site photographs prior to the start of work will be included with the plan. At completion of work, the Contractor shall remove the facilities and restore the site to its original condition. For most construction projects, the Base Civil Engineer will provide the contractor with a single staging area directly adjacent the project site. A supplemental storage area will be identified as required by the detailed Task Order. All staging areas determined necessary by the detailed Task Order shall be completely screened with six-foot high chain-link construction fencing and include visual screening with brown mesh.

2.3 All Contractor trailers, stored materials, and idle equipment shall be located in the designated staging area associated with each Task Order. The staging area shall be kept clean and orderly. Tarps are to be used, as necessary, to secure loose materials. The CM via the Contracting Officer is the sole judge as to what constitutes an acceptable staging area. Dumpsters may be located outside the staging area, but must be sited as approved by the CM via the Contracting Officer. Any movement of a dumpster to another area on the project site must be approved by the CM via the Contracting Officer.

2.4 All items in the staging area shall be promptly removed when no longer needed or when the contract is completed.

2.5 Disposal of Trees: The general extent of tree removal in support of project shall be indicated on project drawings. In lieu of such information, an initial survey of trees that will

01100-2 be affected by a project will be completed prior to project execution to determine if marketable timber exists on the project site. A general guide is that marketable timber exists if the project site is approximately 1/8 to 1/4 acre and at least 15-20 evergreen trees (usually Douglas Fir and Western Red Cedar) of 10"-24" diameter breast height exist on the site. If marketable timber is determined to exist, immediately contact the base forester in the Asset Management flight for further guidance. If marketable timber is determined not to be present, the trees on site will be cut down for sale on base as firewood. Forest debris is all limbs and treetops of less than 6" diameter, and all stumps.

2.5.1 Sawlogs are cut from trees that are 10" in diameter at breast height, from the tree butt up to the point where the tree is less than 6" in diameter. The nominal length of sawlogs will be 32' long, unless there is not a 32' length in a tree. Sawlogs will be cut by a sales logger contracted by the prime contractor (coordinated through the Asset Management Flight).

2.5.2 Firewood is cut from trees that are less than 10" in diameter at breast height.

Trees will be cut in convenient lengths, limbed and transported to location as determined by Asset Management Flight. Sawlogs and fuelwood will be transported to a location as determined by Asset Management Flight 92 CES/CEA; Bldg 2451, 509-247-2313).

2.5.3 Forest debris removal is the responsibility of the construction contractor. The construction contractor will make every effort to provide forest debris to a composting facility or other facility that utilizes tree wastes. The sawlog contractor will not dispose of forest debris.

3. Safety: All work shall be accomplished in accordance with OSHA 29 CFR 1910, OSHA 29 1926 and applicable AFOSH Standards.

4. Ozone-Depleting Substances: The use of ozone-depleting substances will not be utilized during the course of this contract in accordance with Section 326 of the National Defense Authorization Act for Fiscal Year 1993 (Public Law 102-484).

5. Special Events: Fairchild AFB may schedule a variety of special events during the contract effort. During the course of these events, more stringent standards may be required for contract operations. Examples are stricter requirements for staging areas, worksites, and haul routes.

The CM via the Contracting Officer will provide specific requirements to the Contractor. The special events, and their approximate time periods will be as identified during the Task Order performance period.

6. Safety Cones and Barricades: Standard orange safety cones are authorized for use on a temporary basis only. The use of safety cones (regardless of color) is limited to short-term duration not exceeding one (1) workday. Sawhorse type barricades (white with orange banding) is the only allowed safety barricade authorized for extended periods exceeding one (1) day.

Safety cones left over the authorized time period will be confiscated by the Base. The use of yellow safety tape to outline limits of access to a site is not allowed.

01200-1

SECTION 01200

ENVIRONMENTAL CONTROLS

1. Presence of Hazardous Materials (HAZMAT): The contractor is advised that hazardous materials (HAZMAT) may be encountered during the execution of Task Orders. When a HAZMAT survey is available it will be provided by the Government. When a HAZMAT Survey cannot be provided, or when the Task Order specifically requires the MACC Contractor to include the development of the HAZMAT Survey, the contractor will be responsible to perform a HAZMAT Survey of all anticipated surfaces/areas involved with the project that can be suspected of containing hazardous materials which will impact the construction/renovation process. This tasking will be required to establish the extent of hazardous materials which will require abatement or special handling procedures during the execution of the following-on construction/ renovation project. The potential hazardous materials may include asbestos, lead-based paint, polychlorinated biphenyl (PCB), radon, radioactive materials, and other materials identified by the Environmental Protection Agency which typically affect construction. Based upon the results of the survey, any areas requiring remediation that were not specifically identified in the project will be treated as a differing site condition.

2. Asbestos-Containing Material (ACM): The contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in area(s) where contract work is to be performed. Care must be taken to avoid releasing, or causing to be released, asbestos fiber into the atmosphere where they may be inhaled or ingested.

2.1 Asbestos Survey: When required by the Task Order, the following will be performed:

The Design Team and/or hazardous material consultant shall survey the existing facility/site in accordance with 40 CFR 763.86 ‘Asbestos Hazard Emergency Response Act (AHERA) protocol’ or Spokane Regional Clean Air Agency (SRCAA) requirements in preparation for the development of asbestos abatement contract documentation.

3. Lead Based Paint (LBP): 3.1 Lead-Based Paint Survey: When required by the Task Order, the following will be performed: The Designer and/or hazardous material consultant shall survey the existing facility/site and sample all painted surfaces which are scheduled to be demolished, affected or otherwise disturbed during the accomplishment of this project. At a minimum the survey report will include a map indicating surfaces tested; a summary of surfaces tested and their results; certification of calibration of all equipment utilized; and a statement indicating the technician performing the survey has at least 3 years of experience performing this type of survey. In addition, any substrate which tests positive for LBP using XRF or other sampling means, will have a TCLP analysis performed on it. A TCLP must be performed on material representative of each building material and substrate which tested positive.

4. Radioactive Materials (RAM):

4.1 Use of RAM during Contract Execution: Contractors bringing radioactive materials or devices containing radioactive sources onto Base must have prior approval from the Wing Radiation Safety Officer (RSO). Under no circumstances will a contractor use an unlicensed radioactive source/device on Base. The contractor should direct any questions regarding responsibility on this issue to the Wing RSO prior to starting any work. Since the Air Force considers contracts involving radioactive materials a hazardous material items contract, the

01200-2 provisions of AFI 40-201 will also apply. In addition, the contractor must submit the following documentation to the Wing RSO for review prior to execution:

4.1.1 Copy of the Nuclear Regulatory Commission License or Agreement State Radioactive Material License, along with any amendments, covering the radioactive material to be used.

4.1.2 Copy of the user’s qualification and radiation training.

4.1.3 Copy of the radiation dosimetry results from the previous year.

4.1.4 Statement of expected use (use rate) of radioactive materials or devices for the length of the contract.

4.1.5 Statement of storage and security requirements.

4.1.6 Copies of the last two (2) leak checks (if applicable).

4.2 Radioactive Demolition Recycling/Debris: Radioactive material encountered during demolition procedures will require a written request from the Contractor to the Base Bio- Environmental office for instructions and subsequent actions involving disposal of the RAM debris through Base agencies. Examples include smoke detectors containing a radioactive substance (such as Americium-241) and self-luminous exit signs containing tritium.

4.3 The following requirements apply when removing potential radioactive items (i.e. smoke detectors and non-electrical emergency exit signs) during demolition or renovation procedures. The contractor shall develop list of identified RAM items and forward to the Base Radiation Safety Officer via the Contracting Officer. The list shall include the following descriptions associated with the RAM:

- Product Stock Number

- Quantity

- Nomenclature

- Radionuclide

The Base Radiation Safety Officer (BioEnvironmental Flight) will then coordinate with USAF Radioactive Material Recycling/Recovery Program at Wright Patterson AFB for recycling instructions to include packaging instructions for contractor shipment. The contractor shall then prepare the radioactive/recyclable items per shipping/packaging instructions and make shipment.

4.3.1 Shipment Procedures: Contractor collects RAM recoverable/recyclable items and places items in suitable container with bubble wrap to prevent breakage of items. The items shall be packaged in a strong container (that meets the following requirements:

- Easily handled and secured in or on conveyance.

- If provided with lifting attachment, designed with a safety factor.

- External surfaces free from protruding features.

- Outer layer will prevent collection of any liquid (e.g. water).

- Withstands conditions of normal transport including closing devices

01200-3

- Materials physically and chemically compatible.

- Protected against unauthorized operation.

- Each feature added does not reduce the safety of package

Contractor shall pre-package items for storage/shipment on-site (protected from the elements) and maintain detailed inventory (Recycle Item Description: Stock Number, Nomenclature, Radionuclide, Activity each, Quantity) and accountability for items placed into each package(s). Package limits shall be less than 0.5 mrem/hr from any contact surface of the package, with no removable contamination above background levels, and the gross weight of any individual package shipped for recycling must not exceed 200 pounds. If shipping by drum, use drums with a capacity of 30-gallons or less, such as

NSN 8110-01-454-1841.

4.3.2 Contractor will prepare the package(s) in accordance with the requirements as instructed, and transport the package(s) to 92d Med Group, BioEnvironmental Flight for subsequent shipment upon approval of the Base Radiation Safety Officer via the Contracting Officer.

4.3.3 Current Recyclable/Recoverable Materials include the following:

Radionuclide Form Examples

Tritium (3H) Gaseous Compasses, Wrist Watches, Markers (i.e. Exit Signs, Buttons, Indicators, etc.).

Depleted Uranium Solid Counterweights, Non-Explosive Munitions Penetrators ONLY).

Krypton 85 Gas Electron Tubes, Nucleonic Oil Indicators,and RADIAC Check Sources.

Americium 241 Solid Smoke Detectors, M8A1 Chemical Agent Alarm

Polonium 210 Solid Static Elimination Devices (typically manufactured by NRD or NPL) NO 3M devices.

Cesium 137 Solid Exempt distribution check sources (AN/PDR 27T, Button Sources) less than 9.0 microcuries

5. Hazardous Material Monitoring/Submittal: All Hazardous Materials entering the Base must be authorized for use and tracked accordingly. All HAZMAT users on Base must comply with AFI 32-7086, AMC Supplement 1 and the Hazardous Materials Management Process (HMMP).

The contractor shall submit product specific Material Safety Data Sheets (MSDS) along with a completed contractor hazardous material work sheet which includes data on amounts used, process information, justification for use, etc. for each hazardous material (HAZMAT) (as defined by AFI 32-7086, AMC Supplement-1, Attachment-1) brought on Base. Appropriate forms can be requested from the FAFB hazardous material database POC at 247-4678. All HAZMAT use must be reviewed by Base Bio-Environmental Engineering and Safety, and authorized for use by Asset Management (CEA). Hazmat authorizations and tracking are product and process specific, and all changes in products or process must follow the same

01200-4 authorization procedure. Allow two weeks for authorization process to be completed. HAZMAT submittal requirements shall be specified under each applicable specification section.

6. Construction and Demolition Measurement and Reporting: The Solid Waste Measure of Merit (MOM) requires the Air Force to report all non-hazardous solid waste diversion, including construction and demolition (C&D) debris. Data is to be collected by demolition contractor and submitted to the Asset Management Flight for reporting. The total amount of debris disposed in landfills must be reported, and the total amount of debris diverted from landfills by reuse or recycling must also be reported. The total weight of C&D debris sent to the landfill, and the total weight diverted from the landfill will be required to be reported by the demolition contractor.

Additional information can be found at the Air Force Center for Environmental Excellence (AFCEE) website at http://www.afcee.lackland.af.mil/contracting/cds/login.asp.For further information, contact 92 CES/CEA (Asset Management Flight) at 509-247-2313.

01300-1

SECTION 01300

TECHNICAL REFERENCES

1. General Guidance: Project designs shall conform to the most current, applicable national codes and regulations for building construction and safety. Modern construction techniques shall be incorporated to obtain quality and economy, and to provide a functionally complete and usable facility. The following master list of Technical References represents a comprehensive listing of Federal Regulations and other Design Criteria not referenced in the BDS which may become an integral part of Task Order execution. (Most current publication at time of submittal of Task Order Proposal shall apply.) This listing is not all-inclusive and may be further specified within each individual Task Order based on the project requirements. Documents are available online at the following websites.

Air Force (AF) publications: http://www.e-publishing.af.mil/ US Army Corps of Engineers (USACE): http://www.hnd.usace.army.mil/techinfo/engpubs.htm Whole Building Design Guide (via USACE): http://www.wbdg.org/ccb/browse_cat.php?c=125

1.1 AIR FORCE INSTRUCTIONS (AFI):

AFI Number Title 32-1002 Snow and Ice Control 32-1012 Reserve Component Facilities Program 32-1021 Planning and Programming of Military Construction (MILCON) Projects 32-1022 Planning and Programming Non-Appropriated Fund (NAF) Facility

Construction 32-1023 Design and Construction Standards and Execution of Facility Construction 32-1024 Standard Facility Requirements 32-1032 Planning and Programming Appropriated Funded Maintenance, Repair, and

Construction Projects 32-1041 Airfield Pavement Evaluation Program 32-1042 Standards for Marking Airfields 32-1043 Managing, Operating and Maintaining Aircraft Arresting Systems 32-1044 Visual Air Navigation Systems 32-1054 Corrosion Control 32-1061 Providing Utilities to US Air Force Installations 32-1062 Electrical Power Plants and Generators 32-1063 Electrical Power Systems 32-1064 Electrical Safe Practices 32-1065 Grounding Systems 32-1066 Plumbing Systems 32-1067 Water Systems 32-1068 Heating Systems and Unfired Pressure Vessels 32-1069 Gas Supply and Distribution 32-2001 The Fire Protection Operations and Fire Prevention Program 32-6002 Family Housing Planning, Programming, Design, and Construction 32-7041 Stormwater, Wastewater, and Drinking Water 32-7042 Solid and Hazardous Waste Compliances 32-7044 Underground Storage Tanks

01300-2

32-7063 Noise and the Air Installation Compatible Use Zone (AICUZ) 40-201 Managing Radioactive Material in the USAF

1.2 UNIFIED FACILITIES CRITERIA (UFC): The UFC system is prescribed by MIL-STD 3007 and provides planning, design, construction, operations, and maintenance criteria, and applies to all DoD commands. (http://www.hnd.usace.army.mil/techinfo/engpubs.htm )

UFC Number Title 3-110-04 Roofing Maintenance and Repair 3-220-03FA Soils and Geology Procedures for Foundation Design of Building and Other

Structures (Except Hydraulic Structures) 3-220-04FA Backfill for Subsurface Structures 3-220-05 Dewatering and Groundwater Control 3-220-08FA Engineering Use of Geotextiles 3-230-02 Water Supply Systems 3-230-17FA Drainage for Areas Other than Airfields 3-240-02N Wastewater Treatment Systems Augmenting Handbook (Design) 3-240-03N Wastewater Treatment System Augmenting Handbook (O&M) 3-240-07FA Sanitary and Industrial Wastewater Collection: Gravity Sewers and

Appurtenances 3-240-08FA Sanitary and Industrial Wastewater Collection: Pumping Stations and Force

Mains 3-250-01FA Pavement Design for Roads, Streets, Walks and Open Storage Areas 3-250-03 Standard Practice Manual for Flexible Pavements 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and

Concretes 3-250-07 Standard Practice for Pavement Recycling 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 3-260-02 Pavement Design for Airfields 3-260-03 Airfield Pavement Evaluation 3-260-16FA Airfield Pavement Condition Survey Procedures Pavements 3-270-01 Airfield Pavement Asphalt Maintenance and repair 3-270-02 Airfield Pavement Asphalt Crack Repair 3-270-03 Airfield Pavement Concrete Crack and Partial-Depth Spall Repair 3-270-04 Airfield Pavement Concrete Repair 3-270-05 Paver Concrete Surfaced Airfields Pavement Condition Index (PCI) 3-270-06 Paver Asphalt Surfaced Airfields Pavement Condition Index (PCI) 3-250-07 Standard Practice for Pavement Recycling 3-320-06A Concrete Floor Slabs on Grade Subjected to Heavy Loads 3-400-01 Energy Conservation 3-420-02FA Compressed Air 3-450-01 Noise and Vibration Control 3-520-01 Interior Electrical Systems 3-600-01 Fire Protection Engineering for Facilities, with Change 1 3-601-02 Inspection, Testing, and Maintenance of Fire Protection Systems

01300-3

4-860-01FA Railroad Design and Rehabilitation 4-860-03 Railroad Track Standards

1.3 MILITARY HANDBOOKS (MIL- HDBK):

(http://www.wbdg.org/ccb/browse_cat.php?c=80)

MIL-HDBK Number Title 1013 Design Guidelines for Physical Security of Facilities 1110 Handbook for Paints and Protective Coatings For Facilities 1191 Medical Military Construction Program Facility Design and Construction

Criteria

1.4 AIR FORCE ENGINEERING TECHNICAL LETTERS (ETL):

(http://www.wbdg.org/ccb/browse_cat.php?c=125)

ETL Number Title 83-1 Design of Control Systems for HVAC; (Change No. 1 to ETL 83-1), U.S. Air

Force Standardized Heating, Ventilating & Air Conditioning (HVAC) Control Systems

86-8 Aqueous Film Forming Foam Waste Discharge Retention and Disposal 86-16 Direct Digital Control Heating, Ventilation, and Air Conditioning Systems 89-2 Standard Guidelines for Submission of Facility Operating and Maintenance

Manuals 90-10 Commissioning of Heating, Ventilating, and Air Conditioning

(HVAC) Systems Guide Specification 91-1 Fire Protection Engineering Criteria Testing Halon Fire Suppression Systems 95-1 Halon 1301 Management Planning Guidance 96-4 Temporary Joint Sealing Details and Procedures for Pavements 96-5 Hangar Concrete Floor Reflective Coating Criteria 97-2 Maintenance and Repair of Rigid Airfield Pavement Surfaces, Joints, and

Cracks 97-3 Base Course Proof Rolling Requirements 97-5 Proportioning Concrete Mixtures with Graded Aggregates for Rigid Airfield

Pavements 97-9 Criteria and Guidance for C-17 Contingency Operations on Semi-Prepared

Airfields 97-16 Pavement Marking Systems for Low Temperature Applications 97-17 Paint and Rubber Removal from Roadway and Airfield Pavements 97-18 Guide Specification for Airfield and Roadway Marking 97-22 Competing Facility Keying Systems 98-1 Design Criteria For Aggregate Surfaced Helicopter Slide Areas and Heliports 98-4 Building Manager Energy Conservation Handbook 98-8 Fire Protection Engineering Criteria – Existing Aircraft Facilities 98-10 Installation and Operation Guide for the Stanley Hydraulic Power Unit (HPU)

(MAAS) Upgrade 99-1 Treatment and Disposal of Aircraft Wastewater Effluent 00-1 EPA Guidelines Items in Construction and Other Civil Engineer

Specifications 00-2 Inspection and Testing of Trim Pad Anchoring System

01300-4

00-7 Fire Protection Engineering Criteria – Correlation of US and Host Nation Codes and Criteria

00-9 Airblast Protection Retrofit for Unreinforced Concrete Walls 01-1 Reliability and Maintainability (R&M) Design Checklist 01-7 Large Aggregate Asphalt Mixtures 01-8 Resin Modified Pavement Design and Application Criteria 01-9 Procedures to Retard Reflective Cracking 01-10 Design and Construction of High-Capacity Trim Pad Anchoring Systems 01-20 Guidelines for Airfield Frangibility Zones 02-9 Construction Signs 03-5 Converting Civil Engineering Radio Frequency Devices to Narrowband

Technology 04-2 Standard Airfield Pavement Marking Schemes 04-9 Pavement Engineering Assessment (EA) Standards 11-18 ETL 11-18 Small Arms Range Design and Construction

1.5 AIR FORCE JOINT MANUALS (AFJMAN):

AFJMAN Number Title 23-209 Storage and Handling of Hazardous Materials 32-1070CH4 Plumbing

1.6 AIR FORCE MANUALS (AFMAN):

AFMAN Number Title 32-1082_IP Facilities Engineering Electrical Exterior Facilities 32-1083_IP Facilities Engineering Electrical Interior Facilities

1.7 AIR FORCE HANDBOOKS (AFH):

(http://www.e-publishing.af.mil/shared/media/epubs//AFH10-222V3.pdf)

AFH Number Title 10-222, Vol-3 Civil Engineer Guide to Expeditionary Force Protection

1.8 ARMY CORPS OF ENGINEER REGULATIONS (ER), ENGINEERING TECHNICAL

LETTERS (ETL), and ENGINEERING MANUALS (EM):

(http://www.wbdg.org/ccb/browse_org.php?o=31)

Number Title

ER 1110-345-

723035

Systems Commissioning Procedures

ER 1180-1-9008 Design-Build Contracting ER 1110-1-260002 Fire Protection Engineering Policy EM 385-1-80 Radiation Protection Manual

01300-5

1.9 USAF AND HQ AMC DESIGN GUIDES: The following design guides apply to this contract. Guides will be furnished when required and as specified in each individual task order.

Title Aerospace Ground Equipment Maintenance and Support Facility Design Guide Air Force Family Housing Guide For Planning, Programming, Design, and Construction Air Force Office of Special Investigations Facilities Design Guide Aircraft Industrial Support Facilities Design Guide Airman Leadership School Design Guide Base Legal Facilities Design Guide Central Deployment Center Design Guide Centralized Life Support Design Guide Chapel Facilities Design Guide Civil Engineer Squadron Design Guide Commander’s Guide to Facility Excellence Consolidated Squadron Operations / Aircraft Maintenance Unit Design Guide Family Support Center Design Guide Fire Station Facilities Design Guide Flightline Security Standards Design Guide Flightline Support Facility Design Guide Guide to Excellent Services Facilities HQ AMC Base Legal Facilities HQ AMC Interior Design Guide (Comprehensive Interior Design – CID Requirements) Landscape Design Guide Medical Facilities Design Guide Passenger Terminal Design Guide Supply Administration and Warehouse Facilities Design Guide USAF Enlisted Dormitory USAF/ILE Installation Force Protection Guide (provides guidance for siting, construction and physical security) Vehicle Operations and Vehicle Maintenance Facilities Design Guide

01300-6

2. Abbreviations for other Applicable Governing Codes, Referenced Industry Standards and Organizations

Abbreviation Title ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers AWI Architectural Woodwork Institute BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America CID Commercial Item Descriptions DHI Door and Hardware Institute FHWA Federal Highway Administration FM Factory Mutual Engineering and Research IEEE Institute of Electrical and Electronics Engineers IESNA Illuminating Engineering Society of North America KCMA Kitchen Cabinet Manufacturers Association MBMA Metal Building Manufacturers Association NAAMM National Association of Architectural Metal Manufacturers NEMA National Electrical Manufacturers Association NRCA National Roofing Contractors Association SDI Steel Deck Institute SDOI Steel Door Institute SJI Steel Joist Institute SMACNA Sheet Metal & Air Conditioning Contractor’s National Assoc.

SSPC Steel Structures Painting Council STI Steel Tank Institute TCA Tile Council of America UCBC Uniform Code for Building Conservation (As applicable to eligible Historic Buildings) WWPA Western Wood Products Association

01400-1

SECTION 01400

GENERAL DESIGN REQUIREMENTS

(Specific Task Order Design Criteria shall be identified within each Task Order ‘Statement of Work’)

1. Design Philosophy: When directed by the Task Order ‘Statement of Work’, the MACC Contractor shall prepare design documentation reflecting standard commercial industry standards, practices and products, and shall specify the use of commercially available materials and associated assemblies. Design shall be based upon consideration of all practical alternatives in support of defined Task Order requirements, with alternative selections being based upon Life Cycle Cost Analyses per AF Design Criteria (MIL-HDBK-1190). All construction drawings and design calculations produced by the MACC Contractor or design consultants shall be affixed with the registration stamp (seal) of the Architect of Record and that of all consultants, as appropriate, (e.g., structural, civil, mechanical, electrical, environmental, and fire protection engineers). Approval shall be indicated on all documents by having the professional stamp/seal of architect or engineer with personal signature over same appearing on all sheets as applicable to their discipline.

1.1 Architectural Compatibility Compliance Policy: In accordance with Air Force policy letter dated 25 May 2005 from Air Mobility Command, all architectural or visually significant Task Orders will incorporate review by the local Base Architectural Compatibility Review Board (ACRB) including documented approval prior to proceeding on to the next scheduled design phase.

1.2 Historical buildings at Fairchild AFB: The following buildings or structures have been identified as having historical significance at Fairchild AFB and will require additional project design review by the Office of Archaeology and Historic Preservation (OAHP) before construction or renovation can occur: 92 ARW Headquarters Building (the White House);

Hangar 2050; Bldg 2245 (Base Personnel); Bldg 2080 and Bldg 1467. The following site may have archaeological significance: GKAW Water System Annex No. 1.

1.3 The MACC Design Team shall be required to submit a single copy of all phased design submittals (complete submittal package including drawings, specifications and design analysis) to OAHP at the following address during the same time the Base receives their copies. Mail to the following:

Office of Archaeology & Historic Preservation Attention: Mr. Stephen A. Mathison P.O. Box 48343 Olympia, WA 98501

1.4 A courtesy copy of the OAHP cover letter shall be sent to the Fairchild AFB Asset Management Flight at the following address:

92 CES/CEA

Attention: Mr. Steve Selser 100 W. Ent Street, Suite 155 Fairchild AFB, WA 99011-9404

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1.5 All Task Orders involving historical review by OAHP will require up to 30 calendar days for the design submittal review period in accordance with established Federal guidelines.

This requirement takes precedence over any design submittal review period indicated within Task Order documentation.

2. Design Project Manager: The MACC Contractor shall appoint a Design Project Manager to serve as a single point of contact (POC) and liaison between the Design Team element of the MACC Contract and the Contracting Officer for all design work required under the MACC contract. Upon award of individual Task Orders, the designated Design Project Manager shall be made known to the Contracting Officer in writing.

3. Review Conferences and Meetings: Design Submittal Review Conferences will be held as defined by individual Task Orders for all scheduled design submittals. In addition to scheduled design submittal review conferences, coordination conferences may be held as deemed necessary by the Government or the MACC Designer at an agreed upon time and location. The MACC Designer may request such conferences when it is deemed necessary by all parties to clarify the design direction or expedite the preparation of established plans and specifications in support of project. The MACC Designer will be responsible for making ‘Confirmation Notices’ of any conversation (telephone, fax or e-mail) and/or minutes of any meeting with AF personnel concerning the execution of the project.

4. Confirmation Notices: The MACC Contractor will be required to provide a record of all conferences, meetings, discussions, verbal directions, telephone conversations, faxes etc., participated in by the MACC Contractor and/or his representatives on matters relative to the execution of the Task Order. These records, entitled ‘Confirmation Notices’, will be numbered sequentially and shall fully identify participating personnel, subject discussed and conclusions reached. The MACC Designer shall forward to the Contracting Officer a reproducible copy of said conference minutes not more than Five (5) Working Days after the discussion.

5. Drawing & Specification Numbers: Each individual awarded Task Order shall require the MACC Designer to annotate the contract drawings and specifications with a Government provided ‘Drawing Number’ and ‘Specification Number’. The specification number will be located in the upper right-hand corner of each page of the specifications and design analysis.

6. Architect of Record: All construction drawings and design calculations developed in support of a Task Order associated with this MACC Contract shall be affixed with the registration stamp (seal) of the Architect of Record and that of all consultants, as appropriate, (e.g. structural, civil, mechanical, electrical, and fire protection engineers) before submittal for review. All design professionals shall have current registration to practice in the United States. Approval shall be indicated on all documents by having the professional stamp/seal of architect or engineer with personal signature over same appearing on all sheets as applicable to their specialties.

7. Reference Publications: Technical design development and associated specifications shall conform to current Air Force design criteria represented by reference to Federal, Military (DOD and Air Force) Publications (directive and non-directive) including Policy Directives (AFPD), Instructions (AFI), Manuals (AFMAN), Joint Manuals (AFJMAN), Handbooks (MIL-HDBK and AFH), all Engineering Technical Letters (AF and Army ETL), and all other documents as referenced in Section 01300 – Technical References and as specified within each Task Order.

Federal and Military Specifications and Standards (FMSS) are presently in the process of being phased out of use, with required criteria being obtained from non-governmental standards and

01400-3 commercial specifications and item descriptions (CIDs) per GSA Acquisition Reform Initiative.

Various FMSS have been retained for continued use by means of a waiver from DOD Standardization Office (DODSO), and are as indicated within this document (e.g. FED-STD 595).

7.1 Due to the numerous available suppliers of Government technical references, including those accessible electronically through the Internet, neither the Base Civil Engineering Squadron nor the Contracting Officer will be providing copies of technical references to the Designer unless document is ‘Restricted’ and only available through the Government personnel. Typically, it will instead be the burden of the Designer to locate applicable sources of technical references as identified within each Task Order.

7.2 The official Air Force website for electronic publications and forms is http://www.e-publishing.af.mil. Air Force technical references are available as .PDF files downloadable using ‘Acrobat Reader’. To review or acquire Unified Facilities Guide Specifications (UFGS) and other engineering-related publications Corps of Engineers (COE) Guide Specifications and other COE-related publications, visit the Headquarters COE website at http://www.usace.army.mil for general guidance and additional directions to other websites.

Construction Criteria Base (CCB) offers downloadable UFGS at http://www.wbdg.org/ccb/.

Additional help in acquiring COE publications and other DOD publications can be received by calling the local Seattle District office at (206) 764-3828 or accessing their web-site at (http://www.nws.usace.army.mil). The Mil Hdbk series can be obtained by accessing (http:/dodssp.daps.dla.mil). A partial listing of the latest Air Force Engineering Technical Letters (ETLs) can be obtained at (http://www.wbdg.org/ccb/browse_cat.php?o=33&c=125).

Air Force Hazardous Material criteria can be obtained at (http://www.e-publishing.af.mil/pubfiles/af/32/afi32-7086/afi32-7086.pdf). AMC Design Guides can be obtained at (http://www.afcee.brooks.af.mil/dc/products/dcproducts.asp). Additional general guidance for locating other websites is available at (http://www.dsp.dla.mil/).

8. Pre-Proposal Conference and Site Investigation: MACC Contractors shall perform investigative evaluations of existing facility/site conditions and coordinate project requirements with Using Agency by means of a single Pre-Proposal Conference to be scheduled by the Contracting Officer. This conference will be held prior to the development and submittal of a ‘Concept’ Design (when required by the TORFP) and associated Price. Investigative services associated with development of the initial ‘Concept’ Design and associated Price Proposal shall be limited to acquiring data from the Pre-Proposal Conference and scheduled site visits, including a scheduled question and answer period. To prevent uncorroborated information from becoming part of a MACC proposal, discussions with Using Agency outside of the scheduled conferences shall not be permitted. Supplemental site investigative evaluations and discussions with Using Agency for clarification of design direction shall be permitted and encouraged (and coordinated by the Contractor through the designated CM) once award of Task Order to selected MACC Contractor has been made.

9. Environmental Analysis for Initial ‘Concept’ Design: The Government will provide each MACC Contractor a copy, if available, of a limited asbestos survey produced by previous separate contract. This limited survey identifies various Base facilities known to contain asbestos, which may be encountered during the execution of each identified Task Order. Each MACC Contractor shall incorporate anticipated abatement or special handling procedures into the development of the initial ‘Concept’ Design and associated Price Proposal without the performance of a Hazardous Material (HAZMAT) Survey. Subsequent performance of a

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HAZMAT Survey shall be a requirement during the development of subsequent design phases once a Task Order has been awarded to the selected MACC Contractor who will complete the project.

10. Design Development Phases: Design accomplishment shall be as identified by each individual Task Order, and must be completed in accordance with the Design Development Phases defined herein (e.g. ‘Concept’, 35%, 65%, 95%, and/or 100%). Discrepancies and/or omissions within the design documentation relative to the required Task Order design phases shall be eliminated. Each Task Order shall identify the maximum level of design accomplishment required (‘Concept’, 35%, 65%, 95%, and/or 100%) including a re-submittal of the ‘Corrected’ final submittal, with back-check review performed and comments provided by the Government. Design Development Phase definitions and required criteria are provided for in the following paragraphs.

11. ‘Concept’ Design: Conceptual designs are used to define the basic functional, technical, and architectural/engineering aspects of a Task Order. Development of Conceptual Designs shall be utilized for Government review and evaluation in determining the successful Task Order Awardee, who will be directed to continue with subsequent design phases as identified in each individual Task Order. Completion of ‘Concept’ Design, including drawings, design analysis and outline specifications will approximate 15% of a total design effort.

11.1 ‘Concept’ Design Analysis: MACC Contractor shall develop the Design Analysis incorporating narrative scope identifying basic Task Order requirements, general project parameters, functional and technical requirements of the Task Order, design objectives, and design assumptions. The MACC Contractor shall briefly delineate the basic scope and character of the project in support of the plans and specifications for all affected disciplines (e.g. Architectural, Civil/Structural, Electrical, Mechanical, Fire Protection, and Environmental. Concept Design Analysis shall include narrative, product literature and other descriptive catalog cut-sheets as appropriate providing as much detail as possible so that the Government can properly evaluate the design development. Calculations shall be limited to analysis of Life Safety Code evaluations in support of Exiting and Fire Protection.

11.2 ‘Concept’ Drawings: Conceptual design drawings will generally include the following information as defined by each Task Order:

11.2.1 Basic project site plan showing existing and proposed buildings, roads, parking, landscape planting masses, contours and the utilities in the immediate vicinity of the project.

11.2.2 Basic building floor plans, building sections and elevations showing the functional layout, space configuration, and building system characteristics, to include the required properties and/or performance of the construction materials and methods.

11.2.3 Interior Design Requirements: Provide basic furniture layout plan showing locations of proposed furniture systems (systems, modular, and/or “loose” furniture) for review of general intent. Submit a three-ring binder with insertable plastic sleeves indicating proposed color scheme(s) and material finishes.

11.3 ‘Concept’ Specifications: MACC Contractors to provide a listing of Outline Specifications in CSI 42-Division format identifying the various Unified Facility Guide

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Specifications (UFGS) applicable to the Task Order with narratives for each applicable section briefly describing performance and quality criteria for all affected architectural and engineering disciplines.

12. Post-Concept Supplemental Site Investigation: The MACC Contractor selected to proceed with execution of Task Order (after initial pre-proposal ‘Concept’ Submittal) will be required to perform supplemental technical field investigations and surveys in support of awarded Task Order project criteria. Investigations and surveys may include utility locates, topographical surveys, and geo-technical surveys as identified within each Task Order project criteria. All engineering disciplines will be required to perform fact-finding engineering investigations to determine the most economical method of design and construction. This will include architectural, civil/structural, mechanical, electrical, communications, and environmental controls. A Hazardous Materials (HAZMAT) Survey will be a requirement of the MACC Contractor in accordance with Section 01200 – Environmental Controls upon award of Task Order and subsequent development of following design phases.

13. Preliminary (35%) Design:

13.1 Preliminary (35%) Design Analysis: MACC Contractor shall develop the Design Analysis incorporating narrative scope identifying Task Order requirements, project parameters, functional and technical requirements of the Task Order, design objectives, and calculations applicable to the project’s design. The MACC Contractor shall delineate the basic scope and character of the project in support of the plans and specifications for all relevant disciplines (e.g. Architectural, Civil/Structural, Electrical, Mechanical, Fire Protection, and Environmental). Preliminary Design Analysis shall include narrative, product literature and other descriptive catalog cut-sheets as appropriate providing sufficient detail for proper evaluation. Green Procurement alternatives shall be investigated during the 35% design. Alternatives over and above the task order requirements shall be annotated in the Design Analysis and the details shown as an alternate to the task order requirements.

These alternatives will give the Government the potential to achieve a higher level of Green Procurement for the project if deemed a reasonable cost over the lifecycle of the facility.