Attach_4_Install_Cooler_Water_Strainer_PWT-Motor_Drive_Bldg_780_Spec-.pdf

12857-11-004

ANZY099026

SPEC NO. 12857-11-004

29 September 2011

CONSTRUCTION SPECIFICATION

FOR

INSTALL COOLING WATER STRAINER PWT-MOTOR DRIVE BLDG 780

ARNOLD ENGINEERING DEVELOPING COMPLEX

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT AEDC STINFO

ATTACHMENT 4

ANZY099026 Index-1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

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

DIVISION 02 EXISTING CONDITIONS

02 08 00 Asbestos Removal 02 08 50 Lead Removal 02 41 16 Piping Demolition

DIVISION 03 CONCRETE

03 60 00 Grouting

DIVISION 04 NOT USED

DIVISION 05 METALS

05 05 00 Metal Fastening 05 50 00 Metal Fabrications

DIVISIONS 06 - 08 NOT USED

DIVISION 09 FINISHES

09 90 00 Painting and Coating

DIVISIONS 10 - 21 NOT USED

DIVISION 22 PLUMBING

22 11 00 Facility Water Distribution

DIVISIONS 23 - 25 NOT USED

DIVISION 26 ELECTRICAL

26 05 03 Equipment Wiring Connections 26 05 19 Low-Voltage Electrical Power Conductors and

Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 27 16 Electrical Cabinets and Enclosures 26 28 19 Enclosed Switches

DIVISIONS 27 - 32 NOT USED

ANZY099026 Index-2

DIVISION 33 UTILITIES

33 12 16 Water Utility Distribution Valve 33 12 17 Water Utility Distribution Motorized Valve 33 12 18 Automatic Backwash Strainer

DIVISIONS 34-49 NOT USED

SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 This project involves providing all materials, labor and equipment for demolition of approximately 9 feet of 24-inch diameter above ground water line and installation of approximately 90 feet of above ground steel water line multiple sizes, 24” valves and 24” strainer. Installation includes valves, above ground piping, strainer, and the connection to the existing cooling water system. The connection to the existing cooling water system and all new cooling water lines shall be pressure tested. This work will be done in the industrial area at Arnold Air Force Base, Tennessee. The work includes but is not limited to the following:

A. Demolish 24-inch piping and temporary support ancillary piping.

B. Furnish and install two 24” butterfly valves with manual operators.

C. Furnish and install one 24” butterfly valve with motorized modulating operator.

D. Relocate one 24” butterfly valve with motorized modulating operator.

E. Provide and install one 24” automatic backwash strainer and accessories.

F. Fabricate piping and supports.

G. Install new pipe, valves, piping specialties, and strainer.

H. Connect to existing raw water system.

I. Provide hydrostatic (pressure) testing of piping.

J. Paint.

K. Install and connect electrical devices.

L. Repair/replace any materials which are damaged or removed during construction including paving and concrete repair.

M. Other incidental tasks and repair necessary to complete the work as required by the specifications and drawings.

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.

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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.”

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.

7. Biobased product (FAR 2.101): a product determined by the U.S.

Department of Agriculture (USDA) to be a commercial or industrial product (other than food or feed) that is composed, in whole or in significant part, of biological products, including renewable domestic agricultural materials (including plant, animal, and marine materials) or forestry materials.

8. USDA-designated item (FAR 233.401): a generic grouping of products that are or can be made with Biobased materials (1) that is listed by USDA in a procurement guideline (7 CFR 2902, Subpart B); and (2) for which USDA has provided purchasing recommendations.

9. Raw/cooling water: The terms raw water, cooling water, and raw/cooling water are equivalent.

1.3 CODES AND STANDARDS

A. AEDC Safety Standard*:

1. A6 with Supplement User and Subcontractor Safety

(Mandatory Documents/Submittals), 2009.

2. A9 Hazard Communication, 2011.

3. A10 Job Safety Analysis, 2011.

4. B1 Master Work Permit, 2009.

5. B2 Lockout/Tagout (LOTO), 2009.

6. B3 Control of Hazardous Ares Using Safety

Signs, Tags, and Barricades, 2011.

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7. B5 Confined Spaces, 2011.

8. B6 Low Voltage Electrical Safety Related

Work Practices, 2010.

9. D3 Identification of Piping Systems, 2010.

10. D6 Aerial Work Platforms, 2010.

11. D8 Portable Power Tools, 2009.

12. D9 Fixed and Portable Ladders, 2010.

13. D10 Scaffolds, 2010.

14. E7 Asbestos, 2011.

15. E17 Oil and Hazardous Substances Spill

Response, 2009.

16. E18 Managing Wastes Containing Chemical or Petroleum Products, 2009.

17. E19 Lead and Heavy Metals, 2010.

18. F2 Personal Protection Equipment (PPE), 2009.

19. F6 Fall Protection, 2010.

* The Government Representative will furnish a copy of this Safety Standard to the Contractor upon request.

B. Air Force Federal Acquisition Regulation (AFFARS):

1. AFFARS 2.101 Definitions of Words and Terms.

2. AFFARS 233.401 Use of Recovered Materials Definition.

3. AFFARS 52.223-9 Estimate of Percentage of Recovered

Material Content for EPA-Designated Items.

4. AFFARS 5352.223-9000 Elimination of Use of Class I Ozone Depleting Substances (ODS).

C. Code of Federal Regulations (CFR):

1. 7 CFR 2902 Subpart B Guidelines for Designating Biobased

Products for Federal Procurement, Designated Items, 2010.

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.

D. Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), 2009.

E. U. S. Army Corp of Engineers:

1. USACE EM 385-1-1 Safety and Health Requirements Manual, 2008.

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1.4 CONTRACTOR USE OF SITE AND PREMISES

A. The premises will be occupied while work is underway. The Contractor shall limit his/her operations to areas immediately adjacent to the worksite and areas noted by the Government Representative.

B. Schedule and perform work to accommodate the Government's occupancy and test requirements during the construction period.

Coordinate construction schedule and operations with the Government Representative.

C. Test Schedule and Site Availability: Contractor shall work around the Government’s test schedule presented during the pre-bid period, and shall not have access to the plant facility area/construction site during testing operations. It is anticipated that the Contractor will be permitted to work during 4 day maintenance periods to perform installation. These maintenance periods typically occur every two weeks from Thursday to Monday. Contractor shall plan and schedule all installation work within this time frame. Depending on the test schedule these time frames may not be continuous.

1.5 CONTINUED USE OF FACILITIES

A. During accomplishment of work under this contract, have at least one lane of all roads open at all times. Accomplish work near or affecting roads or parking areas during non-rush hours (0800 to 1500). Perform work in such a manner as to minimize interference with other activities functioning at or near the work site. Provide traffic control devices as indicated or in accordance with the Federal Highway Administration’s Manual on Uniform Traffic Control Devices (MUTCD).

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.

Contractor shall attend a weekly meeting to identify and discuss the work planned for the week. All materials must be on base and inspected prior to an outage being granted. All possible prefab must be completed prior to outages being granted. Outage will be granted over one 4 day weekend over Memorial Day, Independence Day or Labor Day weekends.

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

C. Outage Coordination: Do not interrupt existing utilities or commence power outages without signed authorization from the Government Representative. Each utility outage request shall be submitted by the

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Contractor to the Government Representative for Government approval.

Requests for utility outages shall be submitted four weeks prior to each requested outage date and are contingent upon Government approval.

Outage will be granted over one 4 day weekend over Memorial Day, Independence Day or Labor Day weekends.

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

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

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

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

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

I. 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.

J. Remove protections at the completion of work.

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

L. Submit sketches of proposed scaffolding, if utilized. All scaffolding shall be in accordance with AEDC Safety Standard D10 and shall be inspected, approved, and tagged by AEDC Safety Representative after it has been erected and prior to use.

M. Verify lighting circuits are as indicated on the drawings. Mark up the drawings to show any changes.

N. Submit record as-built drawings.

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. Protect against damage incurred by service vehicles, construction activities, maintenance

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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, and 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.

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.

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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 well in advance. Temporary protections or services may be required as a condition of approval of any such change or interruption.

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.

1.8 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with AEDC Safety Standards A6 with supplement, A9, A10, B1, B2, B3, B5, B6, D3, D6, D8, D9, D10, E7, E17, E18, E19, F2, and F6. Provide a safety and health plan in compliance with AEDC Safety Standard A6 and USACE EM 385-1-1.

1.9 CONNECTIONS TO POTABLE WATER

A. Contractor shall not make any 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.

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

1.11 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).

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1.12 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.

1.13 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.

1.14 HAZARDOUS WASTE

A. Where hazardous waste (as identified in 40 CFR 261) is generated, follow the procedures in AEDC Safety Standard E18, Chemical and Petroleum Products Waste Management, for storing and turning in hazardous waste.

These procedures include the requirement to complete Forms GC-565 and GC-1337, which will be furnished by the Government Representative.

1.15 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-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.

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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.

1.16 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

PART 1 GENERAL

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.

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 related item submittals for the same unit of work so that processing will not be delayed by the Government's need to review

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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 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

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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. Except as otherwise indicated in the individual specification sections, comply with the following requirements for each type of submittal.

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

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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 un-fabricated 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 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.

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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 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.

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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.

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 4 weeks prior to outage 2 01 10 00 para 1.6L Proposed Scaffolding Before assembly and use 3 01 10 00 para 1.6N Record As-Built Drawings Before final inspection

ANZY099026 33 12 18-7

No. Section Reference Submittal Description Due 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 1.8A Safety and Health Plan Before beginning on-site work 6 01 10 00 para 1.12A Disallowed Products Locations Before final inspection 7 01 10 00 para 1.13A Asbestos Locations Before final inspection 8 01 10 00 para 1.14A Forms GC-565 and GC-1337 Before final inspection 9 01 10 00 para 1.15.A.1.a Hazardous Material Info Before beginning on-site work 10 01 33 00 para 1.2B Summarized submittal listing with delivery dates 14 days after contract award 11 02 08 00 para 1.3A Employee Certification Before beginning on-site work 12 02 08 00 para 1.3B Training and Medical Certifications Before beginning on-site work 13 02 08 00 para 1.3C Training and Hazard Communications

Certification Before beginning on-site work 14 02 08 00 para 1.3D Product List Before beginning on-site work 15 02 08 00 para 1.3E Equipment List Before beginning on-site work 16 02 08 00 para 1.3F Notice of Violation Before beginning on-site work 17 02 08 00 para 1.3G Environmental, Health, and Safety Plan Before beginning on-site work 19 02 08 00 para 1.3H Asbestos Removal Plan Before beginning on-site work 20 02 08 00 para 1.3I Air Sampling Reports Before beginning on-site work 21 02 08 00 para 1.3J Testing Certifications Before beginning on-site work 22 02 08 00 para 1.3K CPR Certification Before beginning on-site work 23 02 08 00 para 1.3L Insurance Coverage Certification Before beginning on-site work 24 02 08 00 para 1.3M Sampling List Before beginning on-site work 25 02 08 00 para 1.3N Operator’s Log and Shipper’s Log Before beginning on-site work 26 02 08 00 para 1.3O Daily Logs: Sign-In and Field Notes Before beginning on-site work

ANZY099026 33 12 18-8

No. Section Reference Submittal Description Due 27 02 08 50 para 1.4A Employee Certification Before beginning on-site work 28 02 08 50 para 1.4B Training and Medical Certification Before beginning on-site work 29 02 08 50 para 1.4C Notice of Violation Before beginning on-site work 30 02 08 50 para 1.4D Environmental, Health, and Safety Plan Before beginning on-site work 31 02 08 50 para 1.4E Training and Hazard Communications

Certification Before beginning on-site work 32 02 08 50 para 1.4F Product List Before beginning on-site work 33 02 08 50 para 1.4G Lead Abatement Plan Before beginning on-site work 34 02 08 50 para 1.4H Air & Substrate Sampling Reports Before beginning on-site work 35 02 08 50 para 1.4I Testing Laboratory Qualifications Before beginning on-site work 36 02 08 50 para 1.4J Air Monitoring Results Before beginning on-site work 37 02 08 50 para 1.4K Equipment List Before beginning on-site work 38 02 08 50 para 1.4L Rental Equipment List Before beginning on-site work 39 02 08 50 para 1.4M Shower Water Test Results Before beginning on-site work 40 03 60 00 para 1.3A Manufacturer’s Product Data Prior to placement 41 05 05 00 para 1.3A Welders Certification & Weld Procedures

Qualification Before beginning on-site work 42 05 50 00 para 1.3A Shop Drawing Before beginning on-site work 43 05 50 00 para 1.3B Weld Connections Before beginning on-site work 44 09 90 00 para 1.4A Product Data Prior to

Purchasing 45 09 90 00 para 1.4B Samples Prior to

Purchasing 46 22 11 00 para 1.5A As-Built Drawings and Information Data Before final inspection 47 22 11 00 para 1.5B Product Data Before installation 48 22 11 00 para 1.5C Hydrostatic Test Reports Day of test 49 22 11 00 para 1.5D Operation and Maintenance Data Before final

ANZY099026 33 12 18-9

No. Section Reference Submittal Description Due 50 26 05 03 para 1.4A Manufacturer’s Descriptive Literature Before installation 51 26 05 19 para 1.3A Product Data Before installation 52 26 05 19 para 1.3B Test Results Before installation 54 26 05 26 para 1.3A Manufacturer’s Descriptive Literature Before installation 55 26 27 16 para 1.3A Product Data Before installation 56 26 27 16 para 1.3B Manufacturer’s Installation Instructions Before installation 57 26 28 19 para 1.3A Product Data Before purchase 56 33 12 16 para 1.3A Product Data Before purchase 58 33 12 16 para 1.3B Shop Drawings Before installation 59 33 12 16 para 1.3C Maintenance Manual Before final inspection 60 33 12 16 para 1.3D Operation Manual Before final inspection 61 33 12 16 para 1.3E Hydrostatic and Shop Leakage Test Reports Prior to shipment of valves 62 33 12 16 para 1.3F Warranty Before final inspection 63 33 12 17 para 1.3A Product Data Prior to purchase 63 33 12 17 para 1.3B Shop Drawings Before installation 64 33 12 17 para 1.3C Electrical Drawings Before installation 65 33 12 17 para 1.3D Maintenance Data Before final inspection 66 33 12 17 para 1.3E Operation Manual Before installation 67 33 12 17 para 1.3F Hydrostatic and Shop Leakage Test Reports Prior to shipment of valves 68 33 12 17 para 1.3G Calculation and Sizing Data Prior to purchase 69 33 12 17 para 1.3H Warranty After installation 70 33 12 17 para 13.I Factory Test Day of test 71 33 12 18 Para 1.3A Product Data Prior to purchase 72 33 12 18 para 1.3B Control and Instrumentation Device List and

Sequence of Operations Before installation

73 33 12 18 para 1.3C Operations and Maintenance Manuals Before final inspection

74 33 12 18 para 1.3D Test Data Before installation 75 33 12 18 para 1.3E Warranty Before final

Table I. Required submittal list - Completed.

ANZY099026 01 45 00-1

SECTION 01 45 00

REGULATORY REQUIREMENTS

PART 1 GENERAL

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. AEDC Safety Standards*:

a. A6 with Supplement User and Subcontractor Safety (Mandatory Documents/Submittals), 2009.

b. A9 Hazard Communication, 2007.

c. A10 Job Safety Analysis, 2009.

d. B1 Master Work Permit, 2009.

e. B2 Lockout/Tagout (LOTO), 2009.

f. B3 Control of Hazardous Ares Using Safety

Signs, Tags, and Barricades, 2009.

g. B5 Confined Spaces, 2009.

h. B6 Low Voltage Electrical Safety Related Work

Practices, 2010.

i. D6 Aerial Work Platforms, 2009.

j. D8 Portable Power Tools, 2009.

k. D9 Fixed and Portable Ladders, 2010.

l. D10 Scaffolds, 2010.

m. E7 Asbestos, 2009.

n. E17 Oil and Hazardous Substances Spill

Response, 2009.

o. E18 Managing Wastes Containing Chemical or

Petroleum Products, 2009.

p. E19 Lead and Heavy Metals, 2008.

q. F2 Personal Protection Equipment (PPE),

r. F6 Fall Protection, 2010.

* The Government Representative will furnish a copy of these Safety Standards to the

Contractor upon request.

2. Air Force Federal Acquisition Regulations:

a. AFFARS 52.223-9 Estimate of Percentage of Recovered Material Content for EPA-Designated Items, 2008.

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

ANZY099026 01 45 00-2

3. Code of Federal Regulations:

a. 29 CFR 1910.134 Respiratory Protection, 2009.

b. 29 CFR 1910.1200 Hazard Communication, 2009.

c. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists, 2009.

d. 29 CFR 1926.57 Ventilation, 2009.

e. 29 CFR 1926.59 Hazard Communication, 2009.

f. 29 CFR 1926.1101 Asbestos, 2009.

g. 29 CFR 1926.62 Lead Standard, 2009.

h. 40 CFR 61 National Emission Standards for

Hazardous Air Pollutants (NESHAP), 2009.

i. 40 CFR 260 Hazardous Waste Management Systems:

General, 2009.

j. 40 CFR 261 Identification and Listing of Hazardous

Wastes, 2009.

k. 40 CFR 262 Generators of Hazardous Waste, 2009.

l. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2009.

m. 49 CFR 172 Department of Transportation (DOT) Regulations for Use of Hazardous Materials Tables and for Communication, 2008.

n. 49 CFR 178 DOT Specifications for Packaging, 2008.

4. Environmental Protection Agency:

a. EPA SW-846 Proposed Sampling and Analytical Methodologies for Additions to Test Methods for Evaluating Solid Waste: Physical/Chemical Methods, 2006.

5. Federal Highway Administration Manual on Uniform Traffic Control Devices

(MUTCD), 2003.

6. Public Law:

a. PL 101-637 The Asbestos School Hazard Abatement

Reauthorization Act (ASHARA), 1990.

7. Tennessee Department of Environment and Conservation Standard:

a. Chapter 1200-01-20 Asbestos Accreditation Requirements, 2009.

b. Chapter 1200-3-11-02 Hazardous Air Contaminants, Asbestos, 2006.

8. U. S. Army Corp of Engineers:

a. CoE EM 385-1-1 Safety and Health Requirements Manual, 2003.

B. Non-Government Documents:

1. American Gear Manufacturers Association:

a. AGMA 6001-E-08 Design and Selection of Components for Enclosed Gear Drives.

ANZY099026 01 45 00-3

2. American Industrial Hygiene Association:

a. AIHA Z9.2-06 Fundamentals Governing the Design and

Operation of Local Exhaust Systems.

3. American Institute of Steel Construction:

a. AISC 303-10 Code of Standard Practice for Steel Buildings and Bridges.

b. AISC 325-05 Steel Construction Manual.

4. American Society of Mechanical Engineers:

a. ASME A13.1-07 Scheme for the Identification of Piping Systems.

b. ASME B1.1-08 Unified Inch Screw Threads (UN and UNR Thread Form).

c. ASME B16.1-10 Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125, and 250.

d. ASME B16.3-06 Malleable Iron Threaded Fittings Classes 150 and 300.

e. ASME B16.5-09 Pipe Flanges and Flanged Fittings NPS 1/2 Through NPS 24 Metric/Inch Standard.

f. ASME B16.10-09 Face-To-Face and End-To-End Dimensions of Valves.

g. ASME B16.9-07 Factory-Made Wrought Buttwelding Fittings.

h. ASME B31.3-08 Process Piping.

i. ASME SEC VIII D1-09 Rules for Construction of Pressure Vessels.

5. American Welding Society:

a. AWS A2.4-07 Standard Symbols for Welding, Brazing, and Nondestructive Examination.

b. AWS D1.1-10 Structural Welding Code Steel.

c. AWS Z49.1-05 Safety in Welding, Cutting, and Allied

Processes.

6. American Water Works Association:

a. AWWA C200-05 Steel Water Pipe - 6 inches and Larger.

b. AWWA C208-07 Dimensions for Fabricated Steel Water

Pipe Fittings.

c. AWWA C500-09 Metal-Seated Gate Valves for Water

Supply Service.

d. AWWA C504-06 Rubber Seated Butterfly Valves.

e. AWWA C550-05 Protective Interior Coatings for Valves.

f. AWWA C600-05 Installation of Ductile-Iron Water Mains and

Their Appurtenances.

7. ASTM International:

a. ASTM A36-08 Carbon Structural Steel.

b. ASTM A53-10 Pipe, Steel, Black and Hot-Dipped, Zinc-

Coated, Welded and Seamless.

c. ASTM A106-08 Seamless Carbon Steel Pipe for High-

Temperature Service.

ANZY099026 01 45 00-4

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

e. ASTM A193-09 Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature or High Pressure Service and Other Special Purpose Applications.

f. ASTM A194-09 Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both.

g. ASTM A234-07 Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service.

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

i. ASTM A320-10 Alloy-Steel and Stainless Steel Bolting Materials for Low-Temperature Service

j. ASTM A325-10 Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

k. ASTM A536-09 Standard Specification for Ductile Iron Castings.

l. ASTM A992-06 Structural Steel Shapes.

m. ASTM B3-07 Standard Specification for Soft or Annealed

Copper Wire.

n. ASTM B8-04 Concentric-Lay-Stranded Copper

Conductors, Hard, Medium-Hard, or Soft.

o. ASTM C827-05 Change in Height at Early Ages of

Cylindrical Specimens from Cementitious Mixtures.

p. ASTM D16-10 Standard Terminology for Paint, Related Coatings, Materials, and Applications.

8. International Electrical Testing Association:

a. NETA ATS-09 Acceptance Testing Specifications for

Electrical Power Distribution Equipment and Systems.

9. International Electrotechnical Commission:

a. IEC 60529-09 Degrees of Protection Provided by

Enclosures.

10. National…