Atch_1_-_FA9101-17-R-0025_New_Paving_Construction_Spec.pdf

SPEC NO. FA9101-17-R-0025

24 Apr 17

CONSTRUCTION SPECIFICATION

FOR

PAVING IDIQ

ARNOLD ENGINEERING DEVELOPMENT CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT AEDC STINFO

Atch 1 17-R-0025

Index-1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 Summary 01 33 00 Submittal Procedures 1 45 00 Regulatory Requirements

DIVISION 02 EXISTING CONDITIONS

2 41 19 Selective Structure Demolition

DIVISION 03 CONCRETE

3 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete

DIVISIONS 04-09 NOT USED

DIVISION 10 SPECIALTIES

10 14 00 Signage

DIVISIONS 11-30 NOT USED

DIVISION 31 EARTHWORK

31 05 13 Soils for Earthwork 31 10 01 Site Clearing 31 23 16 Excavation, Fill and Backfill

DIVISION 32 EXTERIOR IMPROVEMENTS

32 12 10 Paving 32 17 23 Pavement Markings 32 92 19 Seeding

DIVISIONS 33 - 49 NOT USED

APPENDIX A SECURITY (MAY 2014)

APPENDIX B TASK ORDER FAIR OPPORTUNITY

01 10 00-1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SUMMARY

A. Work includes providing all labor, equipment, tools, and materials to perform various paving projects at Arnold AFB, Tennessee. Each task delivery order will contain a Statement of Work, drawing package, and estimated quantities as applicable, which will identify scopes of specific task orders. Work may include but is not limited to the following:

1. Traffic control plans.

2. Demolition.

3. Milling.

4. Excavation as required to accomplish paving tasks.

5. Grading.

6. Construction of new asphalt, concrete and/or gravel surface.

7. Overlay of existing pavement.

8. Construction of concrete pads, curbing, or sidewalks.

9. Pavement striping, painted markings and thermoplastic markings.

10. Pavement sealing and crack filling.

11. Signs.

12. Exterior lighting, as required for reconfiguration or new construction

ie. poles, fixtures, and underground cabling.

13. Drainage structures (new construction and/or repair ie. bridges and culverts).

14. Re-routing of existing utilities.

15. Guardrail installation/relocation.

16. Accessibility features in accordance with Architectural Barriers Act.

1.2 DEFINITIONS

A. Certain terms used in the contract documents are defined below.

Definitions and explanations contained in this section are not complete, but are general for the work to the extent that they are not stated more explicitly in another element of the contract documents.

1. Furnish. The term "furnish" means to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations.

2. Install. The term "install" describes operations at the project site, including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimensions, finishing, curing, protecting, cleaning, and similar operations.

3. Provide. The term "provide" means "provide complete in place";

that is, "furnish and install.”

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4. Indicated. Where "as indicated" or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise.

5. Postconsumer material (from FAR clause 52.223-9): a material or finished product that has served its intended use and has been discarded for disposal or recover, having completed its life as a consumer item. Postconsumer material is a part of the broader category of “recovered materials”.

6. Recovered material (from FAR clause 52.223-9): waste materials and by-products recovered or diverted from solid waste. The term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

1.3 CODES AND STANDARDS

A. Latest OSHA Standards

B. Air Force Federal Acquisition Regulation:

1. AFFARS 52.223-9 Estimate of Percentage of Recovered

Material Content for EPA-Designated Items, 2008.

2. AFFARS 5352.223-9000 Elimination of Use of Class I Ozone Depleting Substances (ODS), April 2003.

C. Architectural Barriers Act, 1968.

D. Code of Federal Regulations:

1. 29 CFR 1926.650 Excavations, 2010.

through 652

2. 29 CFR 1926.1101 Asbestos, 2010.

3. 40 CFR 261 Identification and Listing of Hazardous

Waste, 2010.

4. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2010.

E. Federal Highway Administration Manual on Uniform Traffic Control

Devices (MUTCD), 2012.

F. Tennessee Department of Environment and Conservation:

1. Tennessee Erosion and Sediment Control Handbook, 2012.

G. Tennessee Department of Transportation Standard Specifications for

Road and Bridge Construction (SSRBC), Latest edition.

H. US Army Corp of Engineers:

1. USACE EM 385-1-1 Safety and Health Requirements

Manual, 2014.

1.4 SUBSTITUTION OF TITLES: Substitute “Contracting Officer” for “Engineer” and

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‘’Government” for “Department” or “State” whenever those words are used in the Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), latest edition.

1.5 CONTINUED USE OF FACILITIES: During execution of work under this contract, the existing drives and parking facilities will remain open. The building access shall not be blocked at any time. Provide traffic control devices in accordance with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD). Provide temporary signage to redirect traffic as directed by the Government. Provide temporary barriers during construction to provide fenced containment. Coordinate with Government Representative and expedite to minimize inconvenience to affected facilities.

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1.6 JOB CONDITIONS

A. Plan and execute this project in a manner to minimize downtime.

Schedule all work in advance with the Government Representative.

B. Furnish new components and devices, complete, with all necessary materials for installation to meet this objective.

C. Do not interrupt existing utilities or commence power outages without signed authorization from the Government Representative. Submit each utility outage request for Government approval at least two weeks prior to each requested outage date. Outages may be granted depending upon the Government’s schedule for facility use, and may occur on weekends and/or holidays.

D. Environmental Limitations: Perform work during seasons and within temperatures as recommended in the TDOT SSRBC.

E. Keep work area clean and free from waste and debris. Dispose of waste as directed by the Government Representative.

F. Do not close or obstruct egress width to any building or site exit without written permission from the Government Representative.

G. Do not disable or disrupt building fire or life safety systems without written permission from the Government Representative.

H. Conform to applicable procedures when any hazardous or contaminated materials are discovered.

I. Cease operations immediately for any unsafe conditions and notify the Government Representative. Do not resume operations until authorized by the Government Representative.

J. Provide temporary barricades and other forms of protection as required to protect Government personnel and the general public from injury due to the work. Provide temporary signage as needed or directed.

K. Remove protections at the completion of work.

L. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from the Contracting officer.

M. Submit sketches of proposed scaffolding, if utilized. All scaffolding shall be inspected, approved, and tagged by AEDC Safety Representative after it has been erected and prior to use.

N. Submit record as-built drawings where significant changes have occurred.

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O. In the event an archaeological find is suspected, stop work and notify the Government Representative.

1.7 PROTECTION OF EXISTING IMPROVEMENTS:

A. Protection of the grounds, walkways and structures from deterioration due to excessive vehicular traffic, equipment disturbance, and material staging is critical to maintaining the quality appearance of AEDC. The Contractor shall protect against damage incurred by service vehicles, construction activities, maintenance and repair, and all other work that detracts from the overall appearance of the grounds and increases the costs of grounds maintenance.

B. Prior to commencement of work, inspect areas in which work will be performed. File a report with the Contracting Officer listing existing conditions which could be construed as damage resulting from the work.

The Government Representative may also photograph or video tape areas or improvements susceptible to damage to document conditions prior to the start of work.

C. The activity of vehicles and equipment on the grounds shall be limited to only that which is essential and required for completing the work. The Government Representative will approve all access and haul routes required for the work prior to any on site operations to preclude damage to sensitive utilities or improvements which may not be readily apparent.

D. Minimize travel paths and staging areas to limit the impact and damage to work areas. Lay out the work site, material and equipment staging, and vehicle and equipment activity to minimize visibility and aesthetic impact of activities to surrounding areas.

E. Protect above and below grade utilities, plant life, lawns, and other features or improvements to remain.

F. Protect benchmarks, existing structures, sidewalks, curbs, and pavements from excavation equipment and vehicular traffic.

G. Use protective materials, such as sheeting, steel plating, rigger pads, to protect grounds and pavement from heavy equipment activity and damage.

H. Protect existing facilities from falling debris during construction such as roof materials, ductwork scraps, or other materials, by use of protective materials such as sheeting, steel plates, netting, or other materials.

I. Provide temporary weather protection during any interval between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure no water leakage or damage occurs to the structure, interior areas, or contents of the existing facility.

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J. Implement a daily procedure for area clean up and organized parking of vehicles and equipment.

K. Provide temporary barricades, shoring, bracing, supports or other forms of protection as required to protect all existing improvements not scheduled to be demolished for both above and below ground improvements and to prevent movement, settlement, collapse or damage of any kind.

L. Maintain personnel and vehicular access and existing utilities to all buildings and other structures during the course of the work. Any changes or interruptions shall be coordinated and approved by the Government Representative at least 2 weeks prior to work. Temporary protections or services may be required as a condition of approval of any such change or interruption. Contractor vehicles shall not lock designated personnel parking spaces.

M. The Contractor shall be responsible for damage caused by the work and shall repair or replace same to the satisfaction of the Government. Obtain Government Representative’s approval of methods, materials, equipment or products for repair or replacement prior to use. All such repair or replacement shall be performed promptly at no additional cost to the Government. The Government will place special emphasis and requirements for repair or replacement of damage to underground utilities, lawns, grassed areas, existing structures, sidewalks, curbing, railings and pavements.

N. Remove all temporary barricades, shoring, bracing, supports or other forms of protection at completion of work. Restore all adjacent structures and surfaces to conditions existing prior to construction. Clean up all stockpiles and spoil areas, and restore all surrounding areas to conditions existing prior to construction.

O. Contract and/or sub-contract personnel are to adhere to all base parking requirements/restrictions ie. no parking areas, reserved parking areas, and fire lanes.

1.8 CONTAMINATED SOILS: Paragraph A or B will be required, as identified within each task order.

A. Though not anticipated for this project, soil within the AEDC industrial area may contain petroleum (POL), volatile (VOC), or other regulated compound contamination. During any excavation, Contractor shall stop work and notify Government Representative should any visible sign or odor be observed which may indicate contamination.

B. Soil within the AEDC industrial area may contain petroleum (POL), volatile

(VOC), or other regulated compound contaminants. Discrete areas with known contamination have been designated as Solid Waste Management Units (SWMU’s) and require worker soil contact be limited. This project is

01 10 00-7 within a SWMU or has the potential to disturb contaminated soil.

Excavation of soil or gravel shall conform to the following methods:

1. Excavated soil and gravel shall be staged adjacent to the open hole and replaced as backfill if possible, in accordance with backfill specifications. Workers shall wear appropriate personal protective equipment (PPE) to limit soil contact.

2. Soil and gravel removed from the immediate area of the excavation site shall be staged in piles, lined and covered with poly sheeting to protect the staged area from cross contamination. Workers shall wear appropriate PPE to limit soil contact. The proposed staging area shall be approved by the Government Representative.

3. Excess soil determined unsuitable for reuse as backfill will be sampled by AEDC for potential POL, VOC, or other regulated compound contamination prior to offsite disposal or other disposition. Contactor shall not proceed with disposal until receiving direction from the Government Representative.

1.9 EROSION AND STORM WATER POLLUTION PREVENTION: (Where

applicable)

A. If the project involves site clearing or disturbing more than 1 acre, a Construction Storm Water Permit (Notice of Coverage) is required before work can begin. The Tennessee Department of Environment and Conservation (TDEC) required Storm Water Pollution Prevention Plan (SWPPP) and Storm Water Notice of Intent (NOI) are to be provided with the contract documents.

B. The Contractor shall provide all labor, material, and equipment to comply with and perform as required in the SWPPP and the State of Tennessee General NPDES Permit for Discharges of Storm Water Associated with Construction Activities (TNR100000) and The Erosion and Sediment Control Handbook. The company president, vice-president or equivalent, or ranking elected official shall sign and return the SWPPP and the Storm Water Notice of Intent (NOI) no later than 5 days after contract award.

C. The Contractor shall submit a check payable to the State of Tennessee for the Storm Water fee which will accompany the NOI submitted by AEDC to TDEC. The fee is based upon the Contractor disturbing up to, but less than 5 acres of soil.

D. The AEDC Environmental Quality Representative is the State of Tennessee qualified storm water inspector and will be required to initiate and maintain required forms, such as the Construction Storm Water Inspection Certificate (CSWIC) and Notice of Termination (NOT). The SWPPP, CSWIC and NOI will be posted and available at the work site at all times. In addition, a State of Tennessee erosion prevention and sediment control certified supervisor, who has successfully completed the

01 10 00-8

Tennessee EPSC Level 1 Fundamentals workshop, shall be present and responsible for all stages of excavation and/or clearing.

E. The AEDC Environmental Quality Representative may modify the SWPPP as required by the TNR100000 Permit if the inspector determines that available storm water controls are not effective to control storm water. The Contractor is required to immediately comply with any changes made to the SWPPP and shall maintain and immediately repair, as needed, required storm water devices and controls.

F. The company president, vice-president or equivalent, or ranking elected official shall sign and return the Storm Water Notice of Termination (NOT) when the AEDC Environmental Quality Representative determines that final stabilization of the project site has been complete.

G. Products used for storm water concerns shall meet or exceed material specifications for the proposed applications as identified in the TDEC Erosion and Sediment Control Handbook. As an example, if the project is expected to exceed six months, Type A silt fencing shall be used. Seeding types and rates according to the handbook shall also be used as other sediment and erosion control practices. For erosion control, refer to SSRBC for final seeding. A construction exit per handbook requirements shall be included to reduce or eliminate the transport of material and tracking of soil from the construction area onto the drives and streets adjacent to the project area.

1.10 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with OSHA Standards and USACE EM 385-1-1.

1.11 CONNECTIONS TO POTABLE WATER

A. Contractor shall not make any permanent connections to an AEDC potable water system without specific approval from the Government Representative.

B. Notify Government Representative if connections to hose bibs are needed. Do not connect to any hose bibs without Government-supplied backflow preventer and specific approval from Government Representative.

1.12 TOOL CONTROL: Coordinate tool control with the Government Representative.

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1.13 EPA-DESIGNATED ITEMS

A. The Contractor, on completion of this contract in accordance with AFFARS 52.223-9, shall:

1. Estimate the percentage of the total recovered material content for

EPA-designated item(s) delivered and/or used in contract performance, including, if applicable, the percentage of post-consumer material content; and

2. Submit this estimate to the Contracting Officer.

1.14 ELIMINATION OF ODS CHEMICALS

A. The use of Class I ozone depleting substances (ODS) is prohibited.

Reference text of AFFARS clause 5352.223-9000 (April 2003).

1.15 DISALLOWED PRODUCTS

A. Do not use products or materials that contain lead, chromium, mercury, cadmium, silver, barium, selenium, beryllium, or arsenic on this project except as expressly authorized by the Contracting Officer. If no substitutes for products containing the listed materials are available, and the Contracting Officer approves the use of products containing the listed materials, highlight and detail their exact location on the drawings.

1.16 ASBESTOS PRODUCTS

A. Do not use products or materials that contain asbestos on this project except as expressly authorized by the Contracting Officer. If no substitutes for asbestos products are available, and the Contracting Officer approves the use of asbestos products, highlight and detail their exact location on the drawings and identify their location in the field following 29 CFR

1926.1101 guidelines.

1.17 HAZARDOUS WASTE

A. Procedures include the requirement to complete Forms GC-565 and

GC-1337, which will be furnished by the Government Representative.

1.18 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA

A. The following procedures shall be followed to meet 40 CFR 370, EPA

Hazardous Chemical Reporting and Community Right to Know Requirement.

1. Procedures:

a. The Contractor shall furnish information on the hazardous materials he brings on AEDC property prior to beginning on-

01 10 00-10 site work. Hazardous materials may include solvents, paints, adhesives, acids, or any other substance which could be included within the definitions in paragraph 2.

b. The information required is:

1) Company name, point of contact, and phone number.

2) Brief statement indicating how the hazardous material will be used within the scope of the contract.

3) List of all hazardous materials to be used (product name, manufacturer’s name, and address).

4) Amount of each material to be stored on site and where it will be stored.

5) Where the product Material Safety Data Sheets

(MSDS) will be maintained.

c. All unused product is the responsibility of the Contractor and shall be removed from AEDC property at the completion of the project.

d. The Contractor shall coordinate with the Government Representative and the Hazardous Waste Operations Group (454-3628) if any hazardous waste is to be generated.

2. Definitions

a. Hazard communication standard. A chemical right-to-know law under OSHA that requires chemical manufacturers and importers to assess the hazards of chemicals they make or import and to distribute this information to inform workers of the hazards associated with these chemicals. This written information is a Material Safety Data Sheet (MSDS).

b. Hazard classes. Hazardous materials that have been grouped into classes by the Department of Transportation (DOT).

These classes include explosives, flammables, oxidizers and organic peroxides, compressed gases, corrosives, and poisons.

c. Hazardous material. Any substance that may be harmful when used. Specific substances have been designated as hazardous under the Clean Water Act, the Resource and Conservation and Recovery Act, and the hazardous air pollutants under the Clean Air Act.

d. Hazardous waste. Any waste that may cause or significantly contribute to serious illness or death or that may pose a substantial threat to human health or the environment, if not properly managed. Hazardous wastes may be solids, liquids, semi-solids, or compressed gases.

1.19 PROPRIETARY AND BRAND NAMES: Proprietary and brand names used in this document are meant to describe physical, performance, and quality characteristics of items and materials, and are not meant to limit competition or exclude Contractors, Vendors, or Manufacturers from submitting like products to the Contracting Officer for approval.

END OF SECTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DESCRIPTION OF REQUIREMENTS. This section specifies procedural requirements for non-administrative submittals, including but not limited to shop drawings, product data, manufacturer’s certificate, design data, calculations, and verifications, manufacturer’s instructions, manufacturer’s field service reports, samples, operation and maintenance manuals, and other miscellaneous work-related submittals. These submittals are required to amplify, expand, and coordinate other information contained in the contract.

Non-work-related submittals are addressed elsewhere in the contract rather than in the specification and may include items such as: contract progress schedule, permits, payment applications, performance and payment bonds, insurance certificates, and progress reports.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections of the specification or statement of work.

1.2 SUBMITTAL PROCEDURE

A. Definition: For the purposes of this section, the term “Contractor” denotes the prime Contractor.

B. Listing: At the end of this section is a summarized listing of item submittals requiring approval for the work. The listing is included for the convenience of users of the contract documents. The listing may not be all inclusive and additional item submittals may be required. Within 14 calendar days after receiving contract award, Contractor shall submit a copy of the summarized submittal listing with calendar dates assigned to each item submittal indicating when submittal will be received by the Government. If contract requires a pre-construction conference, Contractor may submit completed submittal listing at the conference. The list will be supplemented by submittals required for each task delivery order.

C. Risk: Do not proceed with the part of the work covered by an item submittal including purchasing, fabricating, and delivering until approval is received.

Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection. Any fabrication or other work performed in advance of the receipt of accepted item submittals and approvals shall be entirely at the Contractor’s risk and expense.

D. Transmittal Timing: Coordinate the preparation and processing of item submittals with the performance of the work. Prepare and transmit each item submittal to the Contracting Officer sufficiently in advance of the performance of related work and other applicable activities. Transmit

01 33 00-2 related item submittals for the same unit of work so that processing will not be delayed by the Government's need to review submittals concurrently for coordination. No delay damages or time extensions will be allowed for time lost in late submittals.

E. Content: Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. All submittals which are generic and list more information than is specifically required shall be marked to identify required information. Complete AF Form 3000 and attach as cover sheet for each submittal. Contractor may include multiple item numbers on an AF Form 3000.

F. Language: All item submittals shall be written in English, including documents, notes on drawings, sketches, and/or samples, calculations, manuals, and all other instances of written text and communication.

G. Units: All item submittals shall be marked or show dimensions and values in the same units as specified in the contract documents.

H. Review Time: Allow sufficient time so that contract performance will not be delayed as a result of the time required to properly process submittals, including time for re-submittals, if necessary. Allow 14 calendar days for initial Government processing of each submittal. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Government sufficiently in advance of the work.

I. Contractor Certification: All submittals shall be carefully reviewed by an authorized representative of the Contractor prior to submission to the Government. Each submittal shall be dated, signed, and certified by the Contractor as being correct and in strict conformance with the contract documents. No consideration for review by the Government of any Contractor’s submittal will be made for any items which have not been so certified by the Contractor. All noncertified submittals will be returned to the Contractor without action taken by the Government, and any delays caused thereby shall be the total responsibility of the Contractor.

J. Deviations: Should any item submittals required by the contract documents show deviations from the contract requirement, the Contractor shall make specific mention of such deviations in the letter of transmittal, including stating cost effects, and product and system limitations which may adversely affect the work, in order that if acceptable, suitable action may be taken for proper adjustment of the contract; otherwise the Contractor will not be relieved of the responsibility for executing the work in accordance with the contract documents and the approved submittals.

Contractor shall clearly mark the proposed variation in all documentation and specifically point out deviations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional

01 33 00-3 cost to the Government. Deviations from contract requirements require Government approval and will only be considered when advantageous to the Government. When proposing deviations, deliver written request to the Contracting Officer, with documentation of the nature and features of the deviation and why the deviation is desirable and beneficial to the Government. If lower cost is a benefit, include an estimate of the cost savings. In addition to documentation required for deviation, include the submittal information required for the item. Allow an additional 14 calendar days beyond normal submittal review period for consideration by the Government of submittals with deviations.

K. Approved Submittals: The part of the work covered by the approved item submittal may proceed provided it complies with the requirements of the contract documents. Final acceptance will depend upon that compliance.

The term “Approved” shall only indicate that there is no exception taken to the submittal. Approval of the item submittal shall not be construed as a complete check, and indicates only that the general method or other information appears to meet the contract requirements. Approval does not relieve the Contractor of the responsibility for any error which may exist.

After item submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment, or changes to any other information will be considered unless accompanied by an explanation of why a substitution or change is necessary.

L. Disapproved Submittals: Contractor shall correct disapproved item submittals and resubmit for approval within timeframe noted. If no date is given, Contractor shall submit corrected submittal within 14 calendar days.

If the Contractor considers any correction or notation on the returned submittal to constitute a change to the contract drawings, specification, or statement of work the Contractor shall notify the Contracting Officer.

M. Responsibility: The Government’s review of Contractor submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions and conformance to the specifications. The Contractor shall assume all responsibility and risk for any mistakes and/or costs due to any errors in submittals.

N. Inconsistencies: If a conflict or inconsistency arises between an approved item submittal and the contract documents, the contract documents shall govern.

1.3 SPECIFIC SUBMITTAL DESCRIPTIONS AND REQUIREMENTS: Submittal requirements for individual units of work are specified in the applicable specification section or Statement of Work (SOW). Except as otherwise indicated in the individual specification sections or SOW, comply with the following requirements for each type of submittal.

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A. Shop Drawings: These are technical drawings and data specially prepared for this contract including fabrication and installation drawings, setting and seaming diagrams, and coordination drawings (for use on-site). Shop drawings include drawings, diagrams and schedules specifically prepared to illustrate some portion of the work, diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project, or drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated. Information required on shop drawings includes dimensions, identification of specific products and materials which are included in the work, compliance with specified standards, and notations of coordination requirements with other work.

Provide special notations of dimensions that have been established by field measurements. Highlight, encircle, or otherwise indicate deviations from the contract documents on the shop drawings. Furnish one hard copy and one electronic copy.

B. Product Data: This data includes standard printed information on manufactured products that has not been specially prepared for this contract, including manufacturers' product specifications illustrating size, physical appearance and other characteristics of materials, installation instructions, standard color charts, catalog cuts, illustrations, schedules, standard wiring diagrams, standard product operating and maintenance manuals, and samples of warranty language when the contract requires extended product warranties. General information required specifically as product data includes manufacturers' standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product, or system with other work. Furnish three hard copies and one electronic copy.

C. Samples: These are physical examples of work, including, swatches showing color, texture, and pattern, color-range sets, and units of work to be used for independent inspection and testing. Samples include fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged, color samples from the manufacturer’s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project, and field samples and mock-ups constructed on the project site to establish standards by which the ensuring work can be judged. This includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work. Submit samples for the Contracting Officer's visual review of general kind, color, pattern, and texture for a final check of the coordination of these characteristics with other related elements of the

01 33 00-5 work and for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed. Submit one each.

D. Design Data: Design data includes design calculations, mix designs, analyses or other data pertaining to a part of work. Refer to individual sections of the specification or statement of work for required quantities, formats, and signatures or certifications required. Furnish three hard copies and one electronic copy.

E. Test Plans and Reports: Test plans shall include planned testing, including a description of the test, equipment and supplies needed, and step-by-step notation of test activities and tasks. Test reports include reports signed by an authorized official of a testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with the specified requirements. Testing shall have been within three years of date of contract award for the project.

Reports also include findings of tests required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to the job site, findings of tests made at the job site or on a sample taken from the job site, investigation reports, daily logs and checklists, and final acceptance test and operational test procedures.

Furnish three hard copies and one electronic copy of each such report required.

F. Certificates: These include statements printed on the manufacturer’s letterhead and signed by the responsible officials of the manufacturer of a product, system or material attesting that the product, system or material meets specification requirements. Certificates include documentation required of the Contractor, or of a manufacturer, supplier, installer or subcontractor through the Contractor, to further demonstrate the quality of orderly progressions of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications. Examples include confined space entry permits, and text of posted operating instructions.

Certificates shall be dated after award of the project contract and clearly name the project. Furnish three hard copies and one electronic copy of each certificate required.

G. Manufacturer’s Instructions: Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

Furnish three hard copies and one electronic copy.

H. Manufacturer’s Field Reports: Documentation of the testing and verification actions taken by a manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with the manufacturer’s standards or instructions. The documentation shall

01 33 00-6 be signed by an authorized official of a testing laboratory or agency and shall state the test results, and indicate whether the material, product, or system has passed or failed the test. Furnish three hard copies and one electronic copy.

I. Operation and Maintenance Data: Data furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer’s help and product line documentation necessary to maintain and install the equipment, and needed by operating and maintenance personnel for the safe and efficient operation, maintenance, and repair of the item. The data is intended to be incorporated in an operations and maintenance manual or control system.

Furnish two hard copies and one electronic copy.

J. Final Design Drawings and Documentation: Final design documentation including drawings, specifications, estimates, and other required deliverables. Electronic documentation submitted shall include every associated component file of drawings and other documentation, including raster images, jpeg, tiff, Excel, and any related items required to view, modify, or manipulate the electronic files. Furnish a CD-ROM of all final design documentation, and drawings in AutoCAD 2005 format or later, to the Contracting Officer for approval prior to applying for final payment.

K. Record (As-Built) Drawings: Record drawings showing final configuration of work accomplished. Show all changes, additions, and deviations from the original contract drawings and documentation. If no changes occur, furnish certification to that effect. Drawings may be redlined hardcopies or electronic drawings, and shall accurately show as-built conditions during the progress of the job. If electronic, furnish drawings on a CD-ROM, in AutoCAD 2005 format or later, including every associated component file of the drawings, including raster images, jpeg, tiff, Excel, and any related items required to view, modify, or manipulate the electronic files. Submit to the Contracting Officer for approval prior to applying for final payment.

L. Miscellaneous Submittals: These are work-related, non-administrative submittals that do not fit in the previous categories, including the following:

1. Maintenance agreements. Furnish one hard copy and one electronic copy.

2. Survey data and reports. Furnish one hard copy and one electronic copy.

3. Project photographs. Furnish both hard copies and digital files.

4. Keys and other security protection devices.

5. Maintenance tools, spare parts, and overrun or maintenance stock.

Refer to individual sections of the specification for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

6. Qualification certificates. Furnish one hard copy and one electronic copy.

01 33 00-7

7. Employee training certificates and documentation showing successful completion of training.

8. Documentation of percentage of recovered material content used during contract.

9. Contractor safety and work plans and schedules.

10. Warranties.

1.4 REQUIRED SUBMITTALS

No. Section Reference Submittal Description Due 1 01 10 00 para 1.6C Outage Request 2 weeks prior to outage 2 01 10 00 para 1.6M Proposed Scaffolding Before beginning work 3 01 10 00 para 1.6N Record As-Built Drawings Before final inspection 4 01 10 00 para 1.7B Existing Conditions Report Which could be Construed as Damage Resulting from Work

Before beginning work

5 01 10 00 para 1.9A Storm Water Permit Before beginning work 6 01 10 00 para 1.9B Storm Water Pollution Prevention Plan and Notice of Intent 5 days after contract award 7 01 10 00 para 1.9C Storm Water Fee 5 days after contract award 8 01 10 00 para 1.9F Notice of Termination When area is approved as stabilized 9 01 10 00 para 1.10A Safety and Health Plan 10 days after contract award 10 01 10 00 para 1.13.A.2 Percentage of Recovered Material

Content Before final inspection

11 01 10 00 para 1.15A Disallowed Products Locations Before final inspection 12 01 10 00 para 1.16A Asbestos Locations Before final inspection 13 01 10 00 para 1.17A Forms GC-565 and GC-1337 Before final inspection 14 01 10 00 para 1.18.A.1.a Hazardous Material Info Before beginning work 15 01 33 00 para 1.2B Summarized submittal listing with delivery dates 14 days after contract award 16 02 41 19 para 1.2 Proposed Demolition Methods and

Operations Before beginning work

17 03 20 00 para 1.3A Shop Drawings Prior to placement 18 03 20 00 para 1.3B Manufacturers’ Certificate Prior to placement 19 03 20 00 para 1.3C Mill Test Reports Prior to placement 20 03 30 00 para 1.5A Concrete Mix Design Prior to placement 21 03 30 00 para 1.5B Non-Shrink Grout Product Data Prior to placement 22 03 30 00 para 1.5C Slump Test Day of placement 23 03 30 00 para 1.5D Compression Test 1st test-7 days after placement; 2nd test-28 days after placement

Table I. Required submittal list – Continued

01 33 00-8

No. Section Reference Submittal Description Due 24 10 14 00 para 1.3A Shop Drawings Prior to placement 25 10 14 00 para 1.3B Reflective Sheeting and Graphic

Product Information Prior to placement

26 31 05 13 para 1.3A Imported Material Source Prior to placement 27 31 10 00 para 1.3A Site Clearing Plan Before beginning work 28 31 10 00 para 1.3B Erosion Control Plan Using Best

Management Practices Before beginning work

29 32 12 10 para 1.3A Traffic Control Plan Before beginning work 30 32 12 10 para 1.3B Demolition and Excavation Plan Before beginning work 31 32 12 10 para 1.3C Bituminous Binder Course and

Surface Course Job-Mix Design Formula

Prior to placement

32 32 12 10 para 1.3D Soil or Existing Material In-Place Density and Moisture Test Report

Prior to placement of aggregate

33 32 12 10 para 1.3E Base Course In-Place Density and Moisture Test Report

Prior to placement of pavement and concrete

34 32 12 10 para 1.3F Bituminous Binder & Surface Course In-Place Density Test Report

10 days after placement

35 32 12 10 para 1.3G Bituminous Binder & Surface Course Extraction Test report

Day of placement

36 32 12 10 para 1.3H Hot-Mix Asphalt Core Samples Test Reports

10 days after taking sample

37 32 12 10 para 1.3I Aggregates Certification Prior to placement 38 32 12 10 para 1.3J Tack Coat Certification Prior to placement 39 32 12 10 para 1.3K Bituminous Materials Certification Prior to placement 40 32 12 10 para 1.3L Catch Basins or Drainage Structures

Product Data Prior to placement

41 32 12 10 para 1.3M Storm Drain Pipes Product Data Prior to placement 42 32 12 10 para 1.3N Culverts Product Data Prior to placement 43 32 12 10 para 1.3O Other Appurtenances Product Data Prior to placement 44 32 17 23 para 1.4A Manufacturer’s Product Data for

Pavement Marking material and Reflective Media

Prior to placement

45 32 17 23 para 1.4B Manufacturer’s Material Safety Data Sheets for Pavement Marking Materials

Prior to placement

46 32 92 19 para 1.3A Seed Mix, Fertilizer, Mulch, and other Accessories Product Data

Prior to placement

Table I. Required submittal list – Complete.

01 45 00-9

SECTION 01 45 00

REGULATORY REQUIREMENTS

1.1 This section lists regulations, codes, and standards which specify procedural and administrative requirements imposed upon the work.

1.2 The Contractor shall comply with provisions of the following documents to the extent referenced herein.

A. Government documents:

1. Air Force Federal Acquisition Regulation (AFFARS):

a. AFFARS 52.223-9 Estimate of Percentage of Recovered

Material Content for EPA-Designated Items, 2008.

b. 5352.223-9000 Elimination of Use of Class I Ozone Depleting Substances (ODS), April 2003.

2. Architectural Barriers Act, 1968.

3. Code of Federal Regulations:

a. 29 CFR 1926.650 Excavations, 2008.

through 652

b. 29 CFR 1926.1101 Asbestos, 2008.

c. 40 CFR 261 Identification and Listing of Hazardous

Wastes, 2008.

d. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2008.

4. Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways, Latest edition.

5. Tennessee Department of Environment and Conservation:

a. Tennessee Erosion and Sediment Control Handbook, Latest edition.

6. Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), Latest edition.

7. Unified Facilities Criteria:

a. UFC 3-120-01-03 Air Force Sign Standard.

8. US Army Corp of Engineers:

a. USACE EM 385-1-1 Safety and Health Requirements

Manual, 2014.

B. Non-Government documents:

1. American Architectural Manufacturers Association:

a. AAMA 603.8-98 Voluntary Performance Requirements and Test Procedures for Pigmented Organic Coatings on Extruded Aluminum.

2. American Association of State Highway and Transportation Officials:

01 45 00-

a. AASHTO M111-09 Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

3. American Concrete Institute:

a. ACI SP-66-04 ACI Detailing Manual.

b. ACI 301-10 Specification for Structural Concrete.

c. ACI 305.1-06 Specification for Hot Weather

Concreting

d. ACI 306.1-02 Specification for Cold Weather

Concreting.

e. ACI 308.1-98 Specification for Curing Concrete.

f. ACI 318-08 Building Code Requirements for Structural Concrete.

4. ASTM International:

a. ASTM A36-08 Standard Specification for Carbon Structural Steel.

b. ASTM A53-10 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

c. ASTM A82-07 Specification for Steel Wire, Plain, for Concrete Reinforcement.

d. ASTM A123-09 Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

e. ASTM A153-09 Specification for Zinc Coating (Hot- Dip) on Iron and Steel Hardware.

f. ASTM A307-10 Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength.

g. ASTM A500-10 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes.

h. ASTM A501-07 Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.

i. ASTM A615-09 Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

j. ASTM-B209-07 Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

k. ASTM B211-03 Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire.

l. ASTM B221-08 Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

m. ASTM C33-11 Specification for Concrete Aggregates.

n. ASTM C39-10 Test Method for Compressive Strength of Cylindrical Concrete Specimens.

o. ASTM C94-11 Specification for Ready-Mixed Concrete.

p. ASTM C143-10 Test Method for Slump of Hydraulic-

Cement Concrete.

q. ASTM C150-09 Specification for Portland Cement.

r. ASTM C172-10 Practice for Sampling Freshly Mixed

Concrete.

s. ASTM C173-10 Test Method for Air Content of Freshly

Mixed Concrete by Volumetric Method.

t. ASTM C260-10 Specification for Air-Entraining Admixtures for Concrete.

u. ASTM C494-10 Specification for Chemical Admixtures for Concrete.

v. ASTM C602-07 Specification for Agricultural Liming

Materials.

w. ASTM C618-08 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete.

x. ASTM C1107-11 Specification for Packaged, Dry, Hydraulic-Cement Grout (Nonshrink).

y. ASTM D98-05 Specification for Calcium Chloride.

z. ASTM D638-10 Test Method for Tensile Properties of

Plastics.

aa. ASTM D698-07 Test Method for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3).

bb. ASTM D790-10 Test Methods for Flexural Properties of

Unreinforced and Reinforced Plastics and Electrical Insulating Materials.

cc. ASTM D1556-07 Test Method for Density and Unit

Weight of Soil in Place by the Sand- Cone Method.

dd. ASTM D2487-10 Practice for Classification of Soils for

Engineering Purposes (Unified Soil ee.

ASTM D3363-05

Classification System).

Test Method for Film Hardness by

Pencil Test.

ff. ASTM D4956-07 Specification for Retroreflective

Sheeting for Traffic Control.

gg. ASTM E329-11 Specification for Agencies Engaged in

Construction Inspection, Special Inspection, or Testing Materials Used in Construction.

C. Drawings: furnished with each task order.

02 41 19-1

SECTION 02 41 19

SELECTIVE STRUCTURAL DEMOLITION

A. Section includes demolishing concrete and asphalt pavement, concrete curbing, drainage structures, and other improvements indicated.

Demolition includes the complete removal and disposal of demolished materials, as shown on the drawings and specified herein. Obtain Government Representative’s approval for disposal locations for all salvageable materials or equipment included in the demolition.

1.2 CODES AND STANDARDS

A. OSHA Standards

1.3 SUBMITTALS

A. Propose methods and operations of demolition for review prior to the start of work. Include in the schedule the coordination for the continued use of facility parking areas, accesses, and drives as required.

PART 2 PRODUCTS - None

PART 3 EXECUTION

3.1 Demolish existing construction where shown on the drawings, and remove from the site. Provide protective coverings as required to prevent damage to existing buildings, grounds, and equipment. Remove debris, rubbish, and other materials resulting from demolition from the site each day and transport to the AEDC construction landfill. Trees and shrubs shall be taken off AEDC property and disposed of by the Contractor.

3.2 Dispose of demolished materials in the appropriate landfill or salvage area as designated by the Government. Non-hazardous or non-contaminated materials shall be disposed of in the AEDC construction land fill located approximately 2.2 miles from the intersection of Sixth Street and North Hap Arnold Drive.

3.3 Conduct demolition operations and the removal of debris to ensure minimum interference with adjacent roads and drives.

3.4 Do not close or obstruct streets, walks, or other occupied or used facilities without concurrence from the Government Representative.