2._LAFB_Specifications.docx

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AIRFIELD & BASE PAVING IDIQ Federal contract opportunity
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FA4887-17-R-0002
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Department of the Air Force Air Education and Training Command

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Attachment 2 - LAFB Specifications

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DATE: 8 May 2016

56th Civil Engineer Squadron 13970 W. Gillespie Drive Luke AFB, Arizona. 85309-1603

SPECIFICATIONS

NUEX 16-0500/16-0501

MAINTAIN AIRFIELD/BASE PAVEMENTS

LUKE AFB and GILA BEND AF, ARIZONA

TABLE OF CONTENTS

SECTION TITLE

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

010100 General Conditions 4

DIVISION 01 - GENERAL REQUIREMENTS

010110Summary of Work11
010310Interfacing of New and Existing Work13
010450Cutting and Patching16
010600Regulatory Requirements18
010700Safety Requirements21
010800Fire Protection24
010900Reference Standards27
013000Submittals30
013100Construction Progress Management Schedule35
014000Quality Control40
014500Contractor Quality Control42
015000Construction Facilities and Temporary Controls56
015700Traffic Regulation62
015800Project Identification and Signs64
016000Material and Equipment66
017000Contract Closeout69
018000Special Conditions71

DIVISION 02 – SITEWORK

024000 Demolition 73

DIVISION 03 – CONCRETE

033100Cast-In-Place Structural Concrete87
031000Concrete Formwork114
032000Concrete Reinforcement119
032500Joint and Reinforcement for Concrete Pavements121

DIVISION 26 – ELECTRICAL

26 56 20.00 10 Airfield and Heliport Lighting and Visual Navigation Aids 130

DIVISION 31 – EARTHWORK

31 00 00Earthwork152
31 11 00Clearing and Grubbing167
31 23 01 02223Excavation and Preparation of Subgrade169

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 11.51Rubber and Paint Removal from Airfield Pavement173
32 01 13.61 02572Asphalt Slurry Seal Coat176
32 01 16.17Cold Milling of Bituminous Pavements180
32 01 17.16Sealing Of Cracks in Bituminous Pavements183
32 01 17.62Asphalt-Rubber Stress-Absorbing Membrane Interlayer189
32 01 19Field Molded Sealants for Sealing Joints in Rigid Pavements195
32 01 20Pavement Reinforcing Fabric202
32 11 23Aggregate Base Course204
32 11 33Cement Treatment of Existing Aggregate Base Course at Airfields214
32 11 34Portland Cement-Stabilized Base or Subbase Course226
32 12 09Coal Tar Seal Coat with Un-vulcanized Rubber and Prime Coats237
32 12 10Bituminous Tack and Prime Coats242
32 12 11Bituminous Surface Treatment249
32 12 14Hot-Mix Asphalt (HMA) For Airfields258
32 12 15Hot-Mix Asphalt (HMA) For Airfields (Large Volume)278
32 12 16 02510Asphalt Concrete Paving306
32 13 09Concrete Repair308
32 13 10Concrete Pavement for Airfields312
32 13 11Concrete Pavements for Airfields Pavements over 1,000 Cubic Yards355
32 13 73Compression Joint Seals for Concrete Pavements390
32 17 24.00 10Pavement Markings397

END OF TABLE OF CONTENTS

SECTION 010100 GENERAL CONDITIONS

PART 1 GENERAL

1.1 DEFINITIONS:

A. C.O. - Where the term “Contracting Officer” or “C.O.” appears in the Contract Documents, it shall be understood to mean “Contracting Officer or his/her Authorized Representative”.

B. USER - Where the term “USER” appears in the Contract Documents, it shall be understood to mean the occupant of the building or facility. All changes, deviations, or deletions shall be made by the Contracting Officer or his/her Authorized Representative NOT the USER.

1.2 EXECUTION, CORRELATION AND INTENT:

A. In cases of discrepancy concerning quality and application of materials and non-technical requirements over materials, the Specifications shall take precedence over the Drawings.

B. Work shall be executed as per the Contract Documents. No changes shall be made therein without first having received written permission from the C.O.

C. If the Contractor observes any errors, discrepancies or omissions in the Contract Documents, he shall promptly notify the C.O. requesting clarification. If the Contractor proceeds with work affected by such errors, discrepancies or omissions, without having received such clarification, he does so at his own risk. Any adjustments involving such circumstances made by the Contractor, prior to approval by the C.O., shall be at the Contractor’s risk and the settlement of any complications or disputes arising there from shall be at the Contractor’s sole expense.

D. All work and material shall be the best of the respective kinds specified or indicated. Should any workmanship or materials be required which are not directly or indirectly called for in the Specifications and/or shown on the Drawings but which are necessary for proper fulfillment of the obvious intent thereof, said workmanship or materials shall be the same or similar parts that are detailed, indicated or specified, and the Contractor shall understand the same to be implied and provide for it in his tender as fully as if it were particularly described or delineated.

1.3 LABOR AND MATERIALS:

A. When requested by the C.O., the Contractor shall deliver to the C.O., prior to final acceptance of the work as a whole, signed certificates from suppliers of materials and manufactured items stating that such items conform to the Contract Documents.

B. The Contractor, immediately upon Notice to Proceed (or where shop drawings, samples, etc., are required, immediately upon receipt of approval thereof) shall place orders for all materials, work fabrication, and/or equipment to be employed by him in that portion of the work contracted for. The Contractor shall keep all materials, work fabrications and/or equipment specified and to advise the C.O. promptly, in writing, of all orders placed and of such materials, work fabrications and/or equipment which may not be available for the purposes of the Contract.

C. Mechanics whose work is unsatisfactory to the C.O. to be careless, incompetent, unskilled or otherwise objectionable shall be dismissed from work under the Contract upon written notice from C.O.

1.4 SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND COLOR BOARDS:

A. Submission of Shop Drawings, Samples and Color Boards to the C.O. is required of only those items specifically mentioned in the Specification Sections. If Contractor submits Shop Drawings for items other than the above the C.O. will not be obliged to review them. Contractor shall be responsible for the procuring of Shop Drawings for his own use as he may require for the progress of the Work.

B. The term “Shop Drawings” as used herein also includes but is not limited to fabrication, erection, layout and setting drawings, manufacturer’s standard drawings, descriptive literature, catalogs, brochures, performance and test data, wiring and control diagrams, all other drawings and descriptive data pertaining to materials, equipment, piping, duct and conduit systems and methods of construction as may be required to show that the materials equipment or systems and the positions and layout of each conform to the Contract requirements. As used herein the term “manufactured” applies to standard units usually mass-produced and “fabricated” means items specifically assembled or made out of selected materials to meet individual design requirements. Shop Drawings shall establish the actual detail of all manufactured or fabricated items; indicate proper relation to adjoining Work; amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the structure; and incorporate minor changes of design or construction to suit actual condition.

C. Samples: Following Contractor’s review and approval, he shall submit to the C.O. samples of all materials in quantities and sizes determined by the C.O. If a sample is rejected, one sample noted so will be returned to the Contractor. If a sample is marked “Approved except as Noted”, one sample so noted will be returned. Corrected samples shall be resubmitted for approval as per the original submittal.

D. Brochures: Following Contractor’s review and approval, he shall submit to the C.O. four (4) copies of all manufacturer’s catalogs or brochures as required by the C.O. If a brochure is stamped “Approved Except As Noted”, one (1) copy will be returned. If stamped “Rejected as Noted”, one (1) marked copy will be returned. Corrected copies shall be resubmitted for approval as per the original submittal.

E. Equipment Lists: Following Contractor’s review and approval, he shall submit to the C.O. four

(4) complete lists of all major items of mechanical, plumbing, and electrical equipment and materials as defined in the specification sections. Submit all items at one time in a neat and orderly manner. Partial lists will not be acceptable. Submittals shall include the manufacturer’s specifications weights space requirements, physical dimensions, ratings of all equipment and supplemental information requested by the C.O. Performance curves for all pumps and fans shall be furnished. Where a submittal sheet described items in addition to that item being submitted, the submitted item shall be clearly marked on the sheet and superfluous information shall be crossed out.

F. Manufacturer’s Instructions: Where any item or work is required by Specification to be furnished, installed or performed in accordance with a specified product manufacturer’s instructions, Contractor shall procure and distribute the necessary copies as specified on the Schedule of Material Submittal to the C.O.

1.5 CUTTING AND PATCHING OF WORK:

A. In all cases exercise extreme care in cutting operations, and perform such operations under adequate supervision by competent mechanics skilled in the applicable trade. Openings shall be neatly cut and shall be kept as small as possible to avoid unnecessary damage. Careless and/or avoidable cutting damage, etc., will not be tolerated, and the Contractor will be held responsible for such avoidable or willful damage.

B. All replacing, patching and repairing of all materials and surfaces cut or damaged in the execution of the Work shall be performed by experienced mechanics of the several trades involved. Such replacing, repairing or patching shall be done with the applicable materials, in such a manner that all surfaces so replaced, etc., will, upon completion of the Work, match the surrounding similar surfaces.

1.6 SPECIFICATIONS:

A. In the preparation of these Specifications, an effort has been made to segregate the various branches of the Work under headings by trades. This is done only for convenience and shall not relieve the Contractor of the responsibility of furnishing each item indicated or specified whether properly segregated or not.

B. Specification arrangement is in accordance with the “Construction Specifications Institute (CSI), Manual of Practice, Specification Writing Techniques, Chapter One, Section Format Outline.”

C. No responsibility will be assumed by the Government or the C.O. for omissions or duplications by the Contractor in the completion of the Contract due to any alleged error in the arrangement of the material in these Specifications nor shall any such segregation or work and materials operate to make the C.O. an arbiter in defining limits to the agreements between the Contractor and his subcontractors or suppliers.

D. The misplacement, addition or omission of any letter, word or punctuation mark shall in no way damage the true spirit, intent or meaning of these Specifications.

E. The words “shown”, “indicated”, “noted”, “scheduled” or words of that effect shall be understood to mean that reference is made to the Drawings accompanying these Specifications.

F. Where reference herein is made to colors or finishes “as selected”, the reference is to the C.O.

1.7 APPROVED APPLICATORS:

A. Where specific instruction in these Specifications require that a particular product and/or materials be installed and/ or applied by an “approved applicator” of the manufacturer, it shall be the Contractor’s responsibility to insure that any subcontractors used for such work be approved applicators.

1.8 WATERTIGHT - WEATHERTIGHT:

A. Anything in the Contract Drawings notwithstanding, the Contractor accepts the responsibility of construction of a watertight, weather tight project.

1.9 DELIVERY AND STRORAGE OF MATERIALS:

A. Deliver all manufactured materials in the original packages, containers or bundles (with the seals unbroken) bearing the name or identification mark of the manufacturer.

B. Deliver fabrication in as large assemblies as practicable and where specified to be shop-primed or shop-finished; they shall be packaged or crated as required to preserve such priming or finish intact and free from abrasion.

C. Store all materials in such manner as necessary to properly protect same from damage, as materials or equipment damage by handling weather, dirt or from any other cause will not be acceptable.

D. Store materials so as to cause no obstructions, roadways, and underground services. The Contractor shall be responsible for protecting all material and equipment furnished under the Contract.

1.10 WORKMANSHIP:

A. Where not more specifically described in any of the various Sections of these Specifications, workmanship shall conform to all of the methods and operations of best standards and accepted practices of the trade or trades involved, and shall include all items of fabrication, construction, or installation regularly furnished or required for completion (including any finish), and for successful operation as intended.

B. All work shall be executed by mechanics skilled in their respective lines of work.

C. When completed, all parts shall have been durably and substantially built and shall present a neat, workmanlike appearance.

D. Acceptance of completed work will be based on its conformance to the contract. Nonconforming work will be rejected. The Air Force is not obligated to accept nonconforming work at a reduced price. The contractor shall start replacement or correction of rejected work within 10 calendar days after receipt of the rejection notice. A QC program not in compliance with 01400 and if used 01450 is considered nonconforming work.

1.11 EARTH MOVING PERMIT:

A. Contractor shall apply for and obtain an Earth Moving Permit from: Maricopa County Department of Health services Bureau of Air Pollution Control P.O. Box 2111 1845 East Roosevelt Phoenix, Arizona 85001.

B. Contractor shall pay for all fees for Earth Moving Permit and Application.

C. Permit is required for all Earth Moving, Soil Disturbance, and Dust Generation.

1.12 EXCAVATION:

A. Contractor shall apply for and obtain a Government Excavation Permit (AF Form 103, Base Civil Engineer Work Clearance Request) prior to any excavation.

B. There is no charge for the permit.

C. The following are the procedures for initiating and obtaining an AF Form 103 clearance by the Contractor:

1. The Contractor takes the government furnished AF Form 103 and the working Site Plan to the Communications Squadron building 176, Plans Flight Office. The Communications Plans Flight will perform their own clearance review of the construction area and will comment on the AF Form 103 as to when the Government communications lines will be marked. A maximum of three (3) duty days will be allowed for the marking.

2. The Communications Squadron notifies the Contractor to pick up the coordinated AF Form 103, and bring it to building 343, Civil Engineer Customer Service desk. At this point the person behind the desk will either direct you to the person in charge of the digging permit program or they will take your permit and put it in their IN box. Add an estimated time of 10 working days for the Civil Engineering Shops to complete this process.

3. The Contractor shall notify Blue Staking for Commercial Communications lines. Blue Staking will issue a control number that will be annotated on the AF Form 103. The Contractor shall refer to this number for any further communications with Blue Staking.

4. It is the Contractor's responsibility to maintain the markings on the construction site, i.e., only approved markings, such as "rooster tails" in landscaped areas will be allowed for Contractor marking of construction.

5. The below listed telephone numbers have been included to assist you in the AF Form 103 processing procedure:

a. Communication Squadron, Building 176, Plans Flight, SCX, phone number (623) 856-3558/7010

b. Base Civil Engineering Squadron, Building 343, Operations Flight, CEOI, Infrastructure, phone number (623)856-6394

1.13 MILITARY MISSION:

A. Luke AFB has a military mission and has restricted areas. DO NOT cross any red lines.

B. Training exercises are periodically conducted and include gate closures, vehicle searches, and identification verifications. The exercises are required for the military mission. Please cooperate during these exercises.

C. High-ranking officers, foreign dignitaries, or DOD employees may approach you. Only the Contracting Officer can make changes to the contract.

1.14 GOVERNMENT INSPECTION:

A. The Government is not obligated to inspect a Contractor’s work or to protect a contractor from the consequences of such work.

B. Government inspection is a general examination of the Contractor’s conduct and work is solely for the purpose of the Government.

C. Government inspection is not to be construed as conclusive.

D. Information that may be offered to the Contractor does not change the Contract. Only the Contracting Officer can change the Contract.

1.15 CONTRACTOR INSPECTION:

A. Contractor inspection is a careful investigation of all work to assure that it conforms to the Contract, and to detect variances and to act to correct them in time to prevent reworking of the Contract.

B. This includes detailed, skillful examination and testing with immediate comparison to the requirements of the Contract.

C. On discovery of a variance the Contractor shall immediately institute corrective action to eliminate the variance and to ensure that all future work conforms to the requirements of the Contract.

1.16 ENVIRONMENTAL REQUIREMENTS:

A. AIR: Excavation - When disturbing more than a tenth of an acre, a dust control permit will be obtained from Maricopa County Environmental Services Department. Equipment (generators, abrasive blasting, and solvent or degreaser tanks) that remains located on the base for more than 30 days will be listed and provided to the Air Program Manager.

B. ASBESTOS: No asbestos containing material will be used on any government installation, Luke AFB, Gila Bend AFAF, or Fort Tuthill. A Material Safety Data Sheet (MSDS) is required for all building materials except for wood, glass, or steel. The MSDS will be submitted to the C.O. within seven (7) calendar days after the NOTICE TO PROCEED (N.T.P.).

C. HAZARDOUS MATERIALS MANAGEMENT: Contractor will provide the Contracting Officer (CO) the Material Safety Data Sheets (MSDS) for chemical materials to be used during the project prior to the contract award in accordance with FAR Clause 52.223-3. The CO will provide MSDSs to 56 CES/CEV for review prior to the contractor bringing products on base. The contractor must inventory all chemical materials, including but not limited to: solvents, paints, degreasers, greases, Ozone Depleting Substances, and oils, brought on base. A chemical material inventory must be maintained when used containing the nomenclature, manufacturer, part number, quantity, storage location, and the process in which the material is used. All chemical materials stored at Luke AFB will be managed in accordance with federal, state, local, and Air Force regulations. Long-term contracts (6 months or longer) will be managed in accordance with the installation’s approved hazardous materials (HAZMAT) tracking system. Short-term contracts (6 months or less) will report monthly HAZMAT inventories/usage to the CO.

D. LEAD-BASED PAINT: Paint containing lead will not be used during any painting process. A MSDS will be submitted for all paint products used.

E. POTABLE WATER: The contractor is responsible to insure that all potable water connections have an ASSE approved anti-siphon device attached to the hose bib prior to mixing chemicals, etc. Any anti-siphon device or backflow prevention device installed by the contractor, as part of his work, will be identified to the Backflow Prevention Manager, 56 CES/CEOIU, for addition to the base inventory. The type of device selected for installation and the installation location will be approved by the Backflow Prevention Program Manager prior to installation.

F. WASTE WATER: Absolutely no chemical products will be allowed to be dumped in any drainage system, storm drain, wash rack, septic system or sanitary sewer. All remaining and residual chemicals will be taken away by the contractor. If there are questions concerning specific waste water products, contact 56 CES/CEVC.

END GENERAL CONDITIONS

SECTION 010110 SUMMARY OF WORK

1.1 REQUIREMENTS INCLUDED:

A. Definitions

B. Work covered by contract documents

C. Use of premises.

D. Record drawings

1.2 DEFINITIONS:

A. Any reference throughout this specification to “Architect -Engineer” should be understood as a reference to “Contracting Officer.”

B. Any reference throughout this specification to “Owner” should be understood as a reference to “The Government.”

C. Payment provision contained in any portion of the referenced specifications and standards are to be disregarded.

1.3 WORK COVERED BY CONTRACT DOCUMENTS:

A. The following is a summary of work for Project Number 16-0500 located at Luke AFB and Gila Bend AFAF, Arizona. The project shall include but is not limited to:

1. All airfield pavement construction, maintenance, replacement, restoration or repair items included on the bidding document when defined in the specific Delivery Order Document.

2. Base access and entry procedures. All workers shall obtain base pass identification to perform work on federal installations. Process for contractors DBIDS pass. Refer to policy dated Sept 10 for contractor employee installation access.

3. Hazmat, Material Usage Reports, Disposal and Herbicides. All materials and supplies entering or exiting federal installations shall be tracked and documented. Submit Hazmat questionnaire, environmental reporting form, and disposition of materials, with MSDS for contract and individual delivery orders. Herbicide reporting form shall also be submitted as required.

4. Executive Order 13514; Federal Leadership in Environmental, Energy and Economic Performance. ETL 08-13; Incorporating Sustainable Design and Development (SDD) Construction Policy. Contractor shall divert waste, at a minimum, 50% from landfill. Recycle or salvage 50% construction demolition and land clearance waste. Recycled materials for use in construction shall be 5-15% as required. The government reserves the right to approve or reject recycled products for new construction.

B. The above description of work is for the purpose of general information only and is not intended to include and describe every feature or item of work or to define the scope of work.

1.4 USE OF PREMISES:

A. During the entire contract performance period, the facility will not be occupied.

B. Coordinate and cooperate with the using personnel in scheduling operations to minimize conflict and to facilitate government usage.

1.5 UTILITIES:

A. Water, gas, and electricity will be furnished to the Contractor by the Government from the Government’s existing system outlets.

B. Utilities will be furnished at no cost to the Contractor, except for telephone.

C. Government may (at their option), furnish to the Contractor approximately 100’ x 100’ space within the Contractor’s staging area for their placement of a construction trailer and to allow for storage/staging of material for this project. This area shall be reviewed at the time of the Pre- Construction Meeting.

1.6 “AS-BUILT” DRAWINGS (RECORD DRAWINGS):

A. Maintain at the jobsite two sets of full size contract drawings, marking in red to show all variations between the construction actually provided and the requirements indicated or specified in the contract documents, including buried or concealed construction.

B. Where a choice of materials or methods is permitted or where variations in scope from that of the original contract are authorized, mark the drawings to define the construction actually provided.

C. Use standard drafting practices to represent such changes and include supplementary notes, legend, and detail as necessary to clearly portray the as-built construction.

D. On completion of the work, deliver to the Contracting Officer both sets of marked drawings for approval and acceptance.

E. For all contracts awarded above $50,000, “AS-BUILT” drawings shall be submitted in AutoCad format. Contractor may hire designer of record to update “AS-BUILT” Drawings.

1.7 SUBMITTALS:

A. “AS-BUILT” DRAWINGS (RECORD DRAWINGS). On completion of the work, deliver to the Contracting Officer both sets of marked redline drawings and AutoCad format drawings for all contracts awarded over $250,000, for approval and acceptance.

END OF SECTION

SECTION 010310

INTERFACING OF NEW AND EXISTING WORK

1.1 REQUIREMENTS INCLUDED:

A. Work items shall be scheduled to avoid or minimize interference between the various trades involved.

B. In addition to demolition specified on drawings, and that specifically shown, the Contractor shall cut, move, or remove items as necessary to provide access or to allow alterations and new work to proceed. This includes:

1. Repair or removal of hazardous or unsanitary conditions.

2. Removal of items and items serving no useful purpose, such as abandoned piping, conduit and wiring, unless otherwise indicated.

3. Removal of unsuitable or extraneous materials not marked for salvage, such as abandoned furnishings and equipment, and debris such as rotted wood, rusted metals and deteriorated concrete.

4. Cleaning of surfaces and removal of surface finish as needed to install new work and finishes.

C. Patch, repair, and refinish existing items to remain to the specified condition for each material with a workmanlike transition to adjacent new items of construction.

1.2 RELATED REQUIREMENTS:

A. Section 010100: Summary of Work.

B. Section 010450: Cutting and Patching.

C. Section 013000: Submittals.

D. Section 015000: Construction Facilities and Temporary Controls.

E. Section 017000: Contract Close Out.

F. Section 024000 02050: Demolition.

1.3 SCHEDULING:

A. Work items shall be scheduled to avoid or minimize interference between the various trades involved.

1.4 ACCESS AND FINISH:

A. Cut, move, or remove items as necessary to provide access or to allow alterations and new work to proceed. This includes:

1. Repair or removal of hazardous or unsanitary conditions.

2. Removal of items and items serving no useful purpose, such as abandoned piping, conduit and wiring, unless otherwise indicated.

3. Removal of unsuitable or extraneous materials not marked for salvage, such as abandoned furnishings and equipment, and debris such as rotted wood, rusted metals and deteriorated concrete.

4. Cleaning of surfaces and removal of surface finishes as needed to install new work and finishes.

B. Patch, repair, and refinish existing items to remain to the specified condition for each material with a workmanlike transition to adjacent new items of construction.

1.5 ALTERATIONS, CUTTING, AND PROTECTION:

A. Assign the work of moving, removal, cutting, and patching to trades qualified to perform the work in a manner to cause least damage to each type of work, and provide means of returning surfaces to appearance of new work.

B. Perform cutting and removal work to remove minimum material necessary and in a manner to avoid damage to adjacent work.

1. Cut finish surfaces such as concrete or asphalt surfaces in a straight line or at a natural point of division.

C. Perform cutting and patching as specified in Section 01045.

D. Protect from damage by adjacent work all existing structural members, finishes, facility systems and equipment that are to remain. Also provide temporary enclosures, waterproofing, or other means to protect remaining existing work and new work from damage by weather or temperature/humidity extremes.

E. Provide temporary enclosures as specified in Section 01500 to separate work areas from existing building and from areas occupied by Government, and to provide weather protection.

PART 2 PRODUCTS

2.1 SALVAGED MATERIALS:

A. Do not incorporate salvaged or used material in new construction except as indicated or with approval of Contracting Officer.

2.2 PRODUCTS FOR PATCHING, EXTENDING, AND MATCHING:

A. Contractor work shall:

1. Provide same products or types of construction as that in existing structure, as needed to patch, extend, or match existing work.

a. Generally, Contract Documents will not define products or standards of workmanship present in existing construction. Contractor shall determine products by inspection and any necessary testing. Workmanship standard shall be determined by use of the existing as a sample for comparison.

2. Require that patching, extending, or matching be performed as to the extent necessary to make work complete and consistent with identical standards of quality.

PART 3 EXECUTION

3.1 PERFORMANCE:

A. Patch and extend existing work using skilled mechanics who are capable of matching existing quality of workmanship.

B. Quality of patched or extended work shall be not less than that specified for new work.

3.2 TRANSITION FROM EXISTING TO NEW WORK:

A. When new work abuts or finishes flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture, color, and appearance so that the patch or transition is invisible at a distance of five feet.

SECTION 010450 CUTTING AND PATCHING

1.1 REQUIREMENTS INCLUDED:

A. Requirements and limitations for cutting and patching of work.

1.2 RELATED REQUIREMENTS:

A. All required safety and fire permits shall be completed prior to construction start.

1.3 DESCRIPTION:

A. Execute cutting, fitting, and patching to complete work and to:

1. Fit the several parts together, to integrate with other work.

2. Uncover existing work to install new work.

3. Remove and replace defective and nonconforming work.

4. Remove samples of installed work for testing.

5. Provide openings in nonstructural elements for penetrations of mechanical and electrical work.

1.4 SUBMITTALS:

A. Submit written request in advance of cutting or alteration which affects:

1. Structural integrity of any element of project.

2. Integrity of weather-exposed or moisture-resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight-exposed elements.

5. Work of Government.

B. Shop Drawings: Submit Shop drawings showing intent of cutting and above information.

C. Include in request:

1. Identification of project.

2. Location and description of affected work.

3. Necessity for cutting or alteration.

4. Description of proposed work, tools, equipment, and shoring to be used.

PART 2 PRODUCTS

2.1 MATERIALS:

A. Same material as original installation, unless specifically indicated otherwise in the drawings and technical sections of specifications.

B. For any change in materials, submit request for substitution in accordance with Section 01300.

PART 3 EXECUTION

3.1 INSPECTION:

A. Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

B. After uncovering, inspect conditions affecting performance of work.

C. Beginning of cutting or patching means acceptance of existing conditions.

3.2 PREPARATION:

A. Provide supports to assure structural integrity of surroundings. Also provide devices and methods to protect other portions of project from damage.

B. Provide protection from elements for areas, which may be exposed by work.

3.3 PERFORMANCE:

A. Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing.

B. Restore damages with new products in accordance with contract requirements.

C. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersections. Refinish entire unit when the surface is part of an assembly.

SECTION 010600 REGULATORY REQUIREMENTS

1.1 INDUSTRY STANDARDS:

A. The latest editions of the following codes shall apply to all facets of this work:

1. Uniform Building Code.

2. Uniform Mechanical Code.

3. Uniform Plumbing Code.

4. National Electric Code

5. National Fire Protection Association.

1.2 U.S. GOVERNMENT AGENCY PUBLICATIONS:

A. US GOVERNMENT AGENCY PUBLICATIONS: Application for copies should be addressed to the Superintendent of Documents, Government Printing Office, Washington, DC 20402.

1. MIL-HDBK-1190, (MILITARY HANDBOOK 1190), Facility Planning and Design, Part II, Technical Guidance, September 1, 1987

2. MIL-HDBK-1191, (MILITARY HANDBOOK 1191), DoD Medical and Dental Treatment Facilities Design and Construction Criteria, October 15, 1991.

3. OSHA, Occupational Safety and Health Act Requirements.

4. Uniform Federal Accessibility Standards (UFAS).

B. AIR FORCE PUBLICATIONS: Application for copies should be addressed to the Superintendent of Documents, Government Printing Office, Washington, DC 20402.

1. AFI 32-1021, Planning and Programming of Facility Construction Projects.

2. AFI 32-1023, Design and Construction Standards and Execution of Facility Construction Projects.

3. Air Force Occupational Safety and Health Requirements.

4. All applicable “Engineering Technical Letters” – ETL’s that may apply to this project shall be considered a part of these Contract Documents – Luke Air Force Base Project Manager shall assist in procuring these ETL’s for the Contractor.

5. AFI 32-1042 – Standards for Marking Airfields.

6. Engineering Technical Letter (ETL) 04-2 (Change 1): Standard Airfield Pavement Marking Schemes

7. UFC 3-600-01 Design Fire Protection Engineering for Facilities.

1.3 REFERENCE DOCUMENTS:

A. Code of Federal Regulations:

1. 29 CFR 1910, “Occupational Safety and Health Administration General Industry Standards”.

2. 29 CFR 1910.134, “Respiratory Protection”.

3. 29 CFR 1910.1000, “Air Contaminant - Permissible Exposure Limits”.

4. 29 CFR 1910.1020, “Employee Access to Exposure and Medical Records”.

5. 20 CFR 1926, “Occupational Safety and Health Administration Construction Industry Standards”.

6. 29 CFR 1926.59, “Hazard Communication”.

7. 29 CFR 1926.62, “Lead Exposure in Construction; Interim Final Rule”.

8. 40 CFR 261, “Identification and Listing of Hazardous Waste”.

9. 40 CFR 262, “Standards Applicable to Generators of Hazardous Waste”.

10. 40 CFR 263, “Standards Applicable to Transporters of Hazardous Waste”.

11. 40 CFR 264, “Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities”.

12. 40 CFR, “Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities”.

13. 40 CFR 268, “Land Disposal Restrictions”.

14. 40 CFR 300, “National Oil and Hazardous Substances Pollution Contingency Plan”.

15. 40 CFR 302, “Designation, Reportable Quantities, and Notification”.

16. 40 CFR 50, Appendix G, “Reference Method for the Determination of Lead in Suspected Particulate Matter Collected from Ambient Air”

B. National Institute for Occupational Safety and Health:

1. NIOSH Method 7082, “Lead”.

C. American Conference of Governmental Industrial Hygienists Threshold Limit Values for Chemical Substances and Physical Agents and Biological Exposure Indices:

1. Heat Stress Guidelines

D. EPA (Environmental Protection Agency) Publications:

1. SW-846, Test Methods for Evaluating Solid Waste - Physical/ Chemical Methods.

2. EPA Method 3050, “Acid Digestion of Sediments, Sludges, and Soils”.

E. Maricopa County Air Pollution Control Regulations:

1. Rule 200, “Permit Requirements”.

2. Rule 312, “Abrasive Blasting”.

F. National Institute of Building Sciences (NIBS) Guidelines.

1.4 MARICOPA COUNTY REQUIREMENTS:

A. Maricopa County Department of Health services, Bureau of Air Pollution Control

B. Maricopa Association of Governments Standard Specifications & Drawings; Latest Version

SECTION 010700

SAFETY REQUIREMENTS

1.1 GENERAL: This Section specifies the health and safety requirements to be enforced during the performance of the Work specified herein.

A. Refer to Section 01080 for Fire Prevention.

1.2 SUBMITTALS:

A. Safety Program: The Contractor shall submit a Safety Program in accordance with paragraph 1.07.

1.3 RESPONSIBILITY:

A. The Base Ground Safety Officer or his representative will attend preconstruction conferences to brief contractors on pertinent safety regulations and to provide guidance for safe operations during contract performance. Local safety guidance will be furnished to the Contractor for briefing his personnel.

B. It is the responsibility of any person who discovers a safety violation to report it immediately.

C. The Contractor shall perform whatever work is necessary for safety and shall be solely and completely responsible for conditions of the job site, including care and safety of all property and safety of all persons whether or not employed by the Contractor during the Contract Period.

1. This requirement shall apply continuously and not be limited to normal working hours and shall apply to all activities both directly and indirectly associated with all work covered by the Contract.

2. These requirements do not supersede, but are in addition to any federal, OSHA, state, or local regulations.

3. If a conflict occurs between these requirements and current regulations, the more stringent shall apply.

D. The Contractor shall, at all times, provide proper facilities for safe access to the Work by authorized government officials.

E. It shall be the responsibility of the Contractor to be familiar with the required health and safety regulations in the performance of this work.

F. It is the Contractor’s responsibility to ensure that:

1. Safety equipment is available for Contractor personnel and is properly maintained.

2. Use of personal protective equipment and clothing by personnel entering the site in enforced.

3. Communication with all Contractor Personnel, the Contracting Officer, and other personnel regarding safety matters is maintained.

4. Corrective actions are implemented immediately in the event of an emergency or unsafe condition.

1.4 APPLICABLE PUBLICATIONS:

A. Occupational Safety and Health Guidance Manual for Hazardous Waste Site Activities, U.S. Department of Health and Human Services, October 1985

B. Environmental Protection Agency (EPA), Standard Operating Safety Guidelines, Office of Emergency and Remedial Response, Hazardous Response Support Division, November 1985.

C. American National Standards Institute (ANSI), American National Standard Practices for Respiratory Protection, 1980.

D. U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

E. The Arizona Occupational Safety and Health Act of 1972, Arizona Revised Statutes, Title 23, Chapter 2, Article 10.

F. 29 CFR 1910 and 29 CFR 1926.

G. All Luke Air Force Base and State of Arizona Traffic Laws and Regulations.

1.5 EMERGENCY AND FIRST AID REQUIREMENTS:

A. The Contractor shall prearrange for emergency medical care services at a nearby medical facility and establish emergency routes.

B. The Contractor shall establish communication links with health and emergency services to inform them of any emergency situations that may arise.

C. In the event of any emergency associated with or resulting from Work at this site, the Contractor shall without delay:

1. Cease Work activity on the site.

2. Take diligent action to remove or otherwise minimize the cause of the emergency.

3. Render full assistance to Local authorities to remedy any impact on local residents or property.

4. Alert the Contracting Officer and Government.

5. Institute whatever measures are necessary to prevent any repetition of the conditions or actions leading to or resulting in the emergency.

ATTACHMENT PAV - 2 – LAFB MAINTAIN AIRFIELD/BASE PAVEMENTS SPECIFICATIONS - FA4887-17-R-0002

6.

1.6 PERSONAL PROTECTION EQUIPMENT:

A. The Contractor shall provide all on-site Contractor and Subcontractor personnel with appropriate personal safety equipment.

1.7 SAFETY PROGRAM:

A. The Contractor shall provide, no later than ten days after receiving Notice of Award, four (4) copies of their written safety program to the Contracting Officer for review. No construction shall commence until the Contractor’s Safety Program has been reviewed by the 56th FW Safety Office.

B. The Safety Program shall include detailed description of the Contractor’s Safety Organization, responsibilities, method of program implementation and description of methods for corrective measures.

C. The Contractor shall not deviate from the written Safety Program.

D. All Subcontractors shall follow the Contractor’s Safety Program.

SECTION 010800 FIRE PROTECTION

1.1 REQUIREMENTS INCLUDED:

A. Responsibility.

B. Fire Prevention Rules.

1.2 RESPONSIBILITY:

A. The Base Fire Chief or his representative will attend pre-construction conferences to brief contractors on pertinent fire regulations and to provide guidance for fire safe operations during contract performance. Fire prevention guidance will be furnished to the Contractor for briefing his personnel.

B. It is the responsibility of any person who discovers a fire to report it immediately, even when it is extinguished without the aid of the Fire Department. To do this:

1. Sound the alarm locally by activating the installed fire alarm or by shouting to notify the occupants.

2. Report the fire by dialing Base emergency number.

3. Give the Fire Department the following information: Building number, name of person reporting the fire, type of fire (building, grass, automobile, etc.), and exact location of the fire in the building (north end, south end, etc.).

1.3 FIRE PREVENTION RULES:

A. Smoking:

1. Cigars, cigarettes, matches, or mechanical lighters will not be used in the Building, except in areas specifically designated as “Smoking Area”.

2. Smoking will not be permitted within 50 feet of repair dock, paint and dope shops, gasoline storage and dispensing areas, and motor maintenance shops.

3. Smoking materials will be disposed of in special noncombustible receptacles at the close of business or upon cessation of operations each day. These receptacles will be removed from the building and the contents properly disposed of.

4. Smoking will be prohibited in any facility or area wherein any painting operation is being accomplished. Smoking permitted at designated areas only, verified by contracting officer.

B. Heating: Non-explosion proof heaters and all open flame heaters will be prohibited for use in any facility or area where volatile vapors are present or may accumulate.

C. Electrical:

1. During Fire Prevention inspections conducted by the Luke Air Force Base Fire Department, all appliances deemed unsafe and connected to an electrical distribution system will be disconnected from the electrical system and not be reconnected until approved by the Contracting Officer. The Base Fire Department will perform periodic inspection to verify compliance.

2. Only vapor-proof type drop cords will be used in hangars, sewage plants, and buildings where volatile liquids are used or stored.

3. All flexible cords used on appliances will be used in continuous length and be in good condition without splice tape.

D. Housekeeping:

1. Trash will not be allowed to remain in any building overnight.

2. Only noncombustible trash containers and waste paper containers will be used.

3. Outdoor trash receptacles will be located at a reasonably safe distance from buildings. In no instance will trash including scrap lumber be stacked less than 15 feet from any building.

4. Rags will be kept in a metal container with metal lid. Containers will be properly marked, stating contents.

E. Flammable Liquids:

1. Flammable liquids will only be stored in buildings designated and approved for that purpose. “Flammable” and “No Smoking” signs shall be prominently posted.

2. Gasoline will not be stored in the building without approval from the Base Fire Chief.

3. A supplemental supply of flammable liquids kept on premises will be limited to the amount necessary for one day’s use. This supply will be kept in approved safety cans which will be stenciled with the name of contents and the word “FLAMMABLE”.

4. All paint storage sheds will be at least 50 feet from any building.

5. All spray painting will be done in compliance with established safe practices.

6. Blow torches or any type of open flame will not be used for removing paint or tile from any type of surfaces.

F. Liquid Fuel Powered Equipment:

1. Adequate ventilation will be maintained in all areas when power equipment is to be used and where an accumulation of explosive gases is likely to occur from the use of power equipment.

2. Privately-owned vehicles will not be parked in any building or structure other than those designated and approved for this purpose.

G. Fire Hydrants: Water mains and fire hydrants will not be shut off, nor will any maintenance be performed that will interfere with the water supply on the Base without first notifying the Base Fire Department.

H. Arc Welding, Torch Welding, Cutting, and Brazing:

1. Welding, cutting, or brazing other than in approved welding shops, will require permission from the Base Fire Department and the issuance of a Welding Permit for open flame work.

2. Only certified welders will operate welding equipment.

3. All equipment will be inspected daily for damage, loose connections, or unsafe conditions. Repair or replacement must be made if required.

4. Fire extinguishing equipment will be stationed near the welding location.

5. No welding/cutting and/or open flame operations are allowed in facilities when automatic fire detection and/or suppression systems are out of service.

6. Automatic fire detection and suppression systems shall be returned to service (if possible) during construction and renovation when the facility is unoccupied.

7. Contractor shall post a fire guard for 24 hours (or certifies the facility fire safe) after welding/cutting and/or open flame operations in facilities when fire detection/suppression systems do not exist or cannot be returned to service.

SECTION 010900 REFERENCE STANDARDS

1.1 REQUIREMENTS INCLUDED:

A. Applicability of Reference Standards.

B. Provision of Reference Standards at Site.

C. Acronyms used in Contract Documents for Reference Standards. Source of Reference Standards.

1.2 QUALITY ASSURANCE:

A. For products or workmanship specified by associations, trades, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The latest standard shall be used, except when a specific date is specified.

C. When required by individual Specifications section, obtain copy of standard. Maintain copy at jobsite during submittals, planning, and progress of the specific works until completion.

1.3 SCHEDULE OF REFERENCES:

AABC Associated Air Balance Council 1000 Vermont Avenue NW Washington, DC 20005

ACI American Concrete Institute Box 19150 Reford Station Detroit, MI 48219

ADC Air Diffusion Council 435 North Michigan Avenue Chicago, IL 60611

AISC American Institute of Steel Construction 1221 Avenue of the Americas New York, NY 10020

AITC American Institute of Timber Construction 1757 K Street N.W.

Washington, D.C.

APA America Plywood Association 7011 South 19th Street P.O. Box 11700 Tacoma, WA 98411

AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers 1791 Tullie Circle NE Atlanta, GA 30329

ASTM American Society of Testing and Materials 1916 Race Street Philadelphia, PA 19103

AWI Architectural Woodwork Institute 2310 S. Walter Reed Drive Arlington, Virginia 22206

AWS American Welding Society 2501 NW 7th Street Miami, FL 33125

AI Asphalt Institute 2696 Research Park Drive Lexington, KY 40511-8480

CS United States Department of Commerce Standard U.S. Department of Commerce 1401 Constitution Ave., NW Washington, DC 20230

FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, DC 10407

MAG Maricopa Association of Governments 1820 West Washington Street Phoenix, Arizona 85007

MCDH Maricopa County Department of Health Services Department of Health Services 1845 E. Roosevelt Street Phoenix, Arizona 85007

NBS National Bureau of Standards

NEMA National Electrical Manufacturers’ Association 2101 L Street NW Washington, DC 20037

NFPA National Fire Protection Association 60 Batterymarch Street Boston, MA 02110 NWMA National Woodwork Manufacturers’ Association OSHA Occupational Safety and Health Administration U.S. Department of Labor c/o Superintendent of Documents U.S. Government Printing Officer Washington, DC 20402

SMACNA Sheet Metal and Air-Conditioning Contractors’ National Association 8224 Old Court House Road Vienna, VA 22180

UL Underwriters’ Laboratories, Inc.

333 Pfingston Road Northbrook, IL 60062

UBC Uniform Building Code International Conference of Building Officials 5360 South Workman Mill Road

Whittier, CA 90601

UPC Uniform Plumbing Code International Conference of Building Officials 5360 South Workman Mill Road Whittier, CA 90601

WCLIB West Coast Lumber Inspection Bureau Box 23145 Portland OR 97223

WWPA Western Wood Products Association 522 SW 5th Ave Yeon Bldg Portland, OR 97204-2122

SECTION 013000 SUBMITTALS

1.1 REQUIREMENTS INCLUDED:

A. Procedures.

B. Samples.

C. Construction Progress Schedules.

D. Shop Drawings.

E. Product Data.

F. Testing.

1.2 PROCEDURES:

A. Deliver all submittals to Contracting Officer within 30 days after the Notice to Proceed, unless otherwise specified or indicated.

B. Transmit each item using AF Form 3000. Identify project, Contractor, subcontractor, major supplier; identify pertinent drawing sheet and detail number, and specification section number, as appropriate. Identify deviations from contract documents.

C. Submit initial progress schedules in quadruplicate, as indicated in Section 013100, within 5 working days after…

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