Attachment_-_Statement_of_Work_(Final_Prosperous_Bayou_and_FU).pdf

UNITED STATES DEPARTMENT OF THE INTERIOR

Fish and Wildlife Service 1875 Century Boulevard, Suite 310

Atlanta, Georgia 30345

Southeast Region

SPECIFICATIONS

PROSPEROUS BAYOU

AND

FARM UNIT CHUTE BOAT LAUNCH REPLACEMENT PROJECTS

Dale Bumpers White River National Wildlife Refuge

Arkansas

January 12, 2022

PROSPEROUS BAYOU AND FARM UNIT CHUTE BOAT LAUNCH

DALE BUMPERS WHITE RIVER NWR

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 01 00 10/21 SUMMARY OF WORK

01 30 00 10/21 SUBMITTALS

01 40 00 10/21 QUALITY CONTROL

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 10/21 CONSTRUCTION FACILITIES & TEMPORARY

CONTROLS

01 57 19 09/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 10/21 MATERIAL AND EQUIPMENT

01 70 00 10/21 CONTRACT CLOSEOUT

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 02/02 CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 23 19 02/21 DEWATERING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 01 70.13 05/21 WIRE ROPE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 01 00

SUMMARY OF WORK

10/21

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

Work included in this invitation consists of supplying all plant, labor, supervision and equipment necessary to demolish existing ramps and construct the new concrete boat launch ramps at Farm Unit (FU) Chute and Prosperous Bayou in accordance with these specifications and as shown on the drawings to constitute complete and functional boat launch ramps at the Dale Bumpers National Wildlife Refuge (NWR). The Contractor shall all dimensions shown on the drawings and in case of disagreement, notify the Contracting Officer in writing to resolve any discrepancies before proceeding with the work.

Coordinate with refuge manager for accessibility, material disposal, delivery, storage and construction activities.

The contractor has the option for construction of each ramp as to whether the ramp is constructed ion a dry and dewatered condition (Option 1) or a partially submerged condition (Option 2). These options are further identified below.

Option 1 - Dry Construction

1. Clear site of vegetation and dispose of as directed by Contracting Officer.

2. Construct temporary cofferdam and dewater site.

3. Perform excavation for ramp and riprap.

4. Furnish and install 6-inch crushed stone vase.

5. Furnish and install reinforcing and cast in place concrete for ramp and curbs complete with non-skid grooves.

6. Install erosion control devices including temporary and permanent seeding.

7. Remove temporary cofferdam.

8. Dispose of excess excavation on Government property as directed by Contracting Officer. Disposal site will be within five miles of boat launch ramp.

9. Install turbidity barriers.

Option 2 - Partially Submerged Construction

1. Clear site of vegetation and dispose of as directed by Contracting Officer.

2. Construct temporary cofferdam and dewater site for dry condition work.

3. Perform excavation for ramp and riprap.

4. Furnish and install 6-inch crushed stone vase for dry constructed ramp complete with non-skid grooves.

5. Install 18-inches of crushed stone for precast portion of ramp.

6. Furnish and install reinforcing and cast in place concrete for ramp and curbs.

7. Furnish reinforcing and reinforcing for pre-cast concrete panels and install panels over 18-inches of crushed stone complete with non-skid groves and steel cable attachments.

8. Install erosion control devices including temporary and permanent seeding.

SECTION 01 01 00 Page 1

9. Remove temporary cofferdam.

10. Install turbidity barriers.

11. Dispose of excess excavation on Government property as directed by Contracting Officer. Disposal site will be within five miles of boat launch ramp.

1.2 LOCATION AND INSPECTION OF WORK SITE

The work site is located on the Dale Bumpers White River National Wildlife Refuge property near St. Charles, Arkansas. Farm Unit Chute and Prosperous Bayou are located on the west side of the White River.

Refer to Section L.6 "Site Visit" for information and requirements regarding inspection of work site.

1.3 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS

All work shall comply with codes and standards applicable to each type of work and as listed in individual subdivisions.

1. Where a conflict occurs between reference documents and the project specifications, the project specifications govern.

2. Where a conflict occurs between reference documents, the document containing the most stringent requirements governs.

3. Where reference documents are not specified by the date, the current document published as of the date set for receipt of proposals applies.

4. Materials, applications and tests specified by reference to published standards of a society, association, code or other published standard are included in the Specifications as if written in their entirety.

1.3.1 Federal Specifications

1. Except as provided otherwise by these Specifications or their accompanying Drawings, the Standard Federal Specifications given in the Technical Specifications shall govern in all cases where reference to Standard Federal Specifications is made.

2. The Contractor shall take special care to refer to the Standard Federal specifications and to all modifications thereof in requests for quotations, in orders, and in subcontracts.

3. Refer to Section L.3 for information on how to obtain copies of the Federal Specifications.

1.3.2 ASTM Specifications

1. Copies of the "American Society for Testing and Materials" specifications referred to herein may be obtained for a nominal charge by contacting the Society at:

AMERICAN SOCIETY FOR TESTING AND MATERIALS

1916 Race Street Philadelphia, Pennsylvania 19103

SECTION 01 01 00 Page 2

2. Products and processes included in the Specifications shall conform to the manufacturer's latest published specifications.

3. Upon request of the Contracting Officer, Contractor shall provide a sworn affidavit from the manufacturer certifying that material, products and processes delivered and used on the project meet the specified requirements. Affidavit shall not relieve the Contractor from his responsibility for full compliance with the requirements of the Specifications.

1.4 ABBREVIATIONS

ABBREVIATIONS USED THROUGHOUT THE SPECIFICATIONS AND THE ORGANIZATION OR

DOCUMENT REPRESENTED ARE:

AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ALSC American Lumber Standards Committee APA American Plywood Association ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWPB American Wood Preservers Bureau AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute CS Commercial Standards of United States Department of Standards CSI Construction Specifications Institute FS Federal Specifications FTMS Federal Test Method Standard NAAMM National Association of Architectural Metal Manufacturers NBC National Building Code NBFU National Bureau of Fire Underwriters NBS National Bureau of Standards NCMA National Concrete Masonry Association NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NFoPA National Forest Products Association NPC National Plumbing Code NRCA National Roofing Contractors Association NRMCA National Ready Mixed Concrete Association OSHA Occupational Safety and Health Administration PCA Portland Cement Association SMACNA Sheet Metal and Air Conditioning Contractors National Association SBC Standard Building Code SPC Standard Plumbing Code SPI Steel Products Institute SPR Simplified Practice Recommendation SSPC Steel Structures Painting Council UL Underwriters Laboratories USAS United States of America Standards WWPA Western Wood Products Association

Additional abbreviations will be defined as they appear in the specifications or on the drawings.

SECTION 01 01 00 Page 3

1.5 ENGINEERING SERVICES

Refer to Section I for information and requirements regarding layout of work.

1.6 MEANS AND METHODS

Means and methods of construction are solely the responsibility of the Contractor and shall be such as the Contractor or his subcontractors may choose; subject, however, to the Contracting Officer's right to reject means and methods proposed which, in his opinion:

1. Constitute a hazard to the work, persons or property.

2. Will not produce finished work in accordance with terms of the Contract.

3. Are contrary to specified means or methods included in the Contract.

The right to reject means and methods of Contractor or subcontractor shall not be construed or interpreted as acceptance of control of means and methods by the Contracting Officer.

The Contracting Officer's approval or failure to exercise right to reject means and methods will not relieve the Contractor of his obligation to complete the work required by the Contract.

Total responsibility for control of means and methods lies with the Contractor for all work.

1.7 ENVIRONMENTAL PROTECTION

The Contractor shall prevent, abate and control all environmental pollution arising from construction activities by complying with all applicable Federal, State and local laws and regulations concerning environmental pollution control and abatement, as well as the specified requirements in this Contract. It is the responsibility of the Contractor to have subcontractors comply with this requirement.

Fossils and Artifacts - Should the Contractor discover any fossils or artifacts during construction operations, such objects shall become the property of the Government. The Contractor shall cease construction operations in the area of the "find" and immediately notify the Contracting Officer of such discovery. Construction operations may proceed in other areas not affected by this clause. Care shall be exercised by the Contractor so as not to damage fossils or artifacts uncovered during excavation operations.

Prevention of Water Pollution

1. The Contractor shall comply with applicable Federal, State and Local laws and regulations concerning the control and abatement of water pollution.

2. The Contractor shall be responsible for controlling erosion, sedimentation and turbidity (muddy water) in waters which may violate water quality standards. Some common methods of stabilization and turbidity control include hay bales, silt fencing, grassing, SECTION 01 01 00 Page 4 marine-type turbidity screens, and timber work platforms. Contractor shall deploy, where necessary, control devises of a design and method effective in maintaining all water standards.

3. The Contractor's construction activities shall be performed by methods that will prevent entrance or accidental spillage of solid matter, contaminants, debris and/or other objectionable pollutants and wastes into rivers, streams, flowing or dry watercourses, lakes, ponds, and underground water sources. The Contractor shall dispose of all pollutants such as petroleum products, hazardous chemicals, rubbish, cement, concrete, etc., by properly handling and hauling the material away in tanks, barrels or other suitable containers to an approved disposal site.

4. Sanitary facilities, such as chemical toilet, shall be located far enough from a well, live stream or pond to prevent pollution of the water.

5. Dewatering work for structure foundations or earthwork operations adjacent to, or encroaching on, streams or watercourses shall be conducted in a manner to prevent muddy water and eroded materials from entering the rivers, streams, lakes or watercourses by construction of intercepting ditches, bypass channels, barriers, settling ponds or by other approved means. Excavated materials shall not be deposited or stored in, or alongside of, watercourses where it can be washed away by high water or storm runoff.

6. Waste waters from aggregate processing, concrete batching, concrete waste or other construction operations shall not enter streams, watercourses or other surface waters.

Abatement of Air Pollution

1. The Contractor shall comply with applicable Federal, State and local laws and regulations concerning the prevention and control of air pollution.

2. Construction activities shall be performed in such a manner that air pollution is held to a minimum.

3. Burning of materials, trees and brush, combustible construction materials and rubbish will be permitted only if it is approved by the Contracting Officer and properly permitted by Federal, State, and local regulatory agencies, and when atmospheric conditions for burning are considered favorable by appropriate State or local air pollution or fire authorities.

4. Where open burning is permitted, burn piles shall be properly constructed to minimize smoke. In no case, shall unapproved materials, such as tires, plastics, rubber products, asphalt products or other materials that create heavy black smoke or nuisance odors, be burned.

5. All construction areas, access or haul roads, parking areas and storage areas used during construction shall be managed by application of dust inhibitors or by sprinkling with water to suppress dust formation in accordance with Federal, State, and local regulatory agencies.

SECTION 01 01 00 Page 5

Noise Abatement - Construction activities shall be performed in such a manner that the noise level is minimal. All equipment and operation of equipment shall meet with all Federal, State, and local regulations. All equipment shall be equipped with mufflers or other noise abatement devices approved by the Contracting Officer.

Environmental Litigation

1. No time lost due to work stoppage because of failure of Contractor to comply with these requirements or other environmental regulations may be the subject of a claim for extension of time or for costs or damages, unless it is later determined that the Contractor was in compliance.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 01 00 Page 6

SECTION 01 30 00

SUBMITTALS

10/21

PART 1 GENERAL

1.1 SUBMITTALS

Submittals as required in individual subdivisions shall be submitted to the Contracting Officer's Representative by the Contractor.

No item requiring approval shall be installed without prior approval by the Contracting Officer.

Unless otherwise specified in the individual subdivision, the Contractor shall submit five (5) copies of all required data. Two (2) copies will be kept by the Government and three (3) copies will be returned to the Contractor.

Use of unspecified or unapproved materials or equipment will not be permitted.

When submitting substitute materials or equipment, the Contractor shall clearly define any deviations from the specified item. It is the responsibility of the Contractor to prove that the submitted item meets all requirements of the contract.

All shop drawings shall indicate how the submitted item builds into or is attached to the adjacent construction. All modifications to details shown on the contract drawings shall be approved prior to installation of the submitted item.

1.2 COST BREAKDOWN

Refer to Section H.1 "Contract Payments" for information and requirements regarding cost breakdown.

1.3 CONSTRUCTION SCHEDULE

Refer to Section I for information and requirements regarding construction schedules.

1.4 TEST REPORTS

The Contractor shall submit all reports of tests required by the specifications to the Contracting Officer. Test reports shall be submitted as available, but all shall be submitted prior to Final Inspection.

1.5 MAINTENANCE AND OPERATING INSTRUCTIONS

Refer to Item 1.02 of Section 01 70 00 - Contract Closeout.

1.6 RECORD DRAWINGS

Refer to SECTION H.1 "As Built Record Drawings" for requirements/information pertaining to "as built" record drawings.

SECTION 01 30 00 Page 1

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SECTION 01 40 00

QUALITY CONTROL

10/21

PART 1 GENERAL

1.1 TESTING AND QUALITY CONTROL

An independent testing laboratory shall be retained by the Contractor, to inspect and test the materials and methods of construction as herein specified or otherwise directed by the Contracting Officer for compliance with the requirements of the Contract Documents and to perform any other specialized technical services as the Contractor may require.

The independent testing laboratory shall be selected by the Contractor and the name of proposed laboratory submitted to the Contracting Officer for approval.

1. The testing laboratory shall comply with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories, and which specializes in the types of inspections and tests to be performed.

The use of laboratory services shall in no way relieve the Contractor of the responsibility to furnish materials and construction in full compliance with the Contract Documents.

The Contractor shall cooperate with and advise the laboratory sufficiently in advance of operations to allow for completion of tests and for the assignment of personnel.

When laboratory results or reports indicate that the material furnished or work performed does not meet professional standards or the requirements set forth in the Specifications, the Contractor shall immediately notify the Contracting Officer verbally and in writing of the deficiencies and the proposed corrective measures.

Failure of any tested area to meet specifications shall be cause for rejection. All deficiencies shall be corrected and retested for compliance at the Contractor's expense.

Payment of all testing and laboratory expenses shall be the sole responsibility of the Contractor.

Tests shall be conducted in accordance with the requirements of the specifications designated or, where not specified, the latest standards of American Society for Testing and Materials.

Written reports shall be prepared and submitted promptly to the Contracting Officer covering each inspection and test.

An Independent Testing Laboratory shall provide the services and tests required below:

1. Density Tests associated with the earthwork backfill and subgrade

- Refer to Section 31 00 00 - EARTHWORK.

SECTION 01 40 00 Page 1

PART 2 PRODUCTS

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SECTION 01 40 00 Page 2

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

02/19

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g., ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: https://www.transportation.org/

AMERICAN CONCRETE INSTITUTE (ACI)

38800 Country Club Drive Farmington Hills, MI 48331-3439 Ph: 248-848-3700 Fax: 248-848-3701 Internet: https://www.concrete.org/

AMERICAN HARDBOARD ASSOCIATION (AHA)

1210 West Northwest Highway Palatine, IL 60067 Ph: 847-934-8800 Fax: 847-934-8803 E-mail: aha@hardboard.org Internet: http://domensino.com/AHA/

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

520 N. Northwest Highway Park Ridge, IL 60068 Ph: 847-699-2929 E-mail: customerservice@assp.org Internet: https://www.assp.org/

SECTION 01 42 00 Page 1

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:

Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

1200 Pennsylvania Avenue, N.W.

Washington, DC 20004 Ph: 202-564-4700 Internet: https://www.epa.gov --- Some EPA documents are available only from:

National Technical Information Service (NTIS) 5301 Shawnee Road Alexandria, VA 22312 Ph: 703-605-6060 or 1-800-363-2068 Fax: 703-605-6880

TDD: 703-487-4639

E-mail: info@ntis.gov Internet: https://www.ntis.gov/

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Internet: https://www.archives.gov/ Order documents from:

Superintendent of Documents U.S. Government Publishing Office (GPO) 732 N. Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 or 866-512-1800 Bookstore: 202-512-0132 Internet: https://www.gpo.gov/

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SECTION 01 42 00 Page 2

SECTION 01 50 00

CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

10/21

PART 1 GENERAL

1.1 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

1.1.1 Temporary Utilities and Operations

The Contractor shall furnish all temporary services (heat, light, power, water, telephone, sanitary facilities, and site office) as may be required for construction purposes with required distributing facilities and meter.

All operations of the Contractor (including storage of materials), upon Government premises, shall be confined to areas authorized or approved by the Contracting Officer.

Park vehicles to avoid interference with normal construction activities and to avoid interference with Government operations.

1.1.2 Weather Protection

General

1. Contractor shall provide necessary protection against weather to maintain all materials, apparatus, fixtures, and work free from damage whether in shipment, in storage, or in place.

2. Contractor shall not perform work when temperature is likely to be below 40 degrees F, within the ensuing 48 hours except when work is properly protected and sufficient heat is provided.

Heat Provision

1. When heat is required for proper weather protection, contractor shall provide temporary enclosures of work and acceptable means to provide sufficient heat to maintain a temperature of not less than 50 degrees F. Provide higher temperatures when required by these specifications.

2. Contractor shall use only heating apparatus and fuels of approved safe types. Keep equipment and surroundings in a clean, safe condition. Use flame resistant tarpaulins and other materials for temporary enclosure of space. Use vented heaters only.

1.2 TEMPORARY UTILITIES

The Contractor shall provide all temporary utilities required for the work during the entire construction period. The Contractor shall make all arrangements and pay all fees required by the utility companies.

Temporary utilities shall include, but not be limited to:

1. Water: There is no potable water available at the site. The Contractor shall provide drinking water for the workman, and construction water if required.

SECTION 01 50 00 Page 1

2. Electrical Power Service: The Contractor shall provide all temporary electrical service required for construction, and pay all fees required.

1.3 SANITARY FACILITIES

The Contractor shall install a self contained single-occupant toilet unit of chemical, aerated, recirculating, or combustion type, properly vented and fully enclosed with a glass fiber shell or similar nonabsorbent material. Maintain the toilet on a regular basis to provide sanitary conditions.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 50 00 Page 2

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

09/21

PART 1 GENERAL

1.1 MEANS AND METHODS

Means and methods of construction are solely the responsibility of the Contractor and shall be such as the Contractor or his subcontractors may choose; subject, however, to the Contracting Officer's right to reject means and methods proposed which, in his opinion:

1. Constitute a hazard to the work, persons or property.

2. Will not produce finished work in accordance with terms of the Contract.

3. Are contrary to specified means or methods included in the Contract.

The right to reject means and methods of Contractor or subcontractor shall not be construed or interpreted as acceptance of control of means and methods by the Contracting Officer.

The Contracting Officer's approval or failure to exercise right to reject means and methods will not relieve the Contractor of his obligation to complete the work required by the Contract.

Total responsibility for control of means and methods lies with the Contractor for all work.

1.2 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

Weather Protection

General: The new boat ramp shall be constructed on the White River, White River Tributaries and adjacent isolated lakes. Water level data is provided as available. Contractor shall be responsible for reviewing available data as well as monitoring weather conditions.

It is the sole responsibility of the Contractor to protect any and all work in progress.

1.3 TEMPORARY UTILITIES

The Contractor shall provide all temporary utilities required for the work during the entire construction period. He shall make all arrangements, and pay all fees.

1.4 SANITARY FACILITIES

1.4.1 Toilets

Install self contained single occupant toilet units of the chemical aerated, recirculation, or combustion type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. Maintain toilet units on a regular basis to provide sanitary condition.

SECTION 01 57 19 Page 1

1. Provide separate facilities for male and female personnel.

1.4.2 Drinking Water Facilities

Provide containerized, tap-dispenser, bottled-water drinking-water units, including paper cup supply.

1.5 ENVIRONMENTAL PROTECTION

1.5.1 Contractor

The Contractor shall prevent, abate and control all environmental pollution arising from construction activities by complying with all applicable Federal, State and local laws and regulations concerning environmental pollution control and abatement, as well as the specified requirements in this Contract. It is the responsibility of the Contractor to have subcontractors comply with this requirement.

1.5.2 Fossils and Artifacts

Should the Contractor discover any fossils or artifacts during construction operations, such objects shall become the property of the Government. The Contractor shall cease construction operations in the area of the "find" and immediately notify the Contracting Officer of such discovery. Construction operations may proceed in other areas not affected by this clause. Care shall be exercised by the Contractor so as not to damage fossils or artifacts uncovered during excavation operations.

1.5.3 Prevention of Water Pollution

1. The Contractor shall comply with applicable Federal, State and local laws and regulations concerning the control and abatement of water pollution.

2. The Contractor shall be responsible for controlling erosion, sedimentation and turbidity (muddy water) in waters which may violate water quality standards. Some common methods of stabilization and turbidity control include hay bales, silt fencing, grassing, marine-type turbidity screens, and timber work platforms. Contractor shall deploy, where necessary, control devises of a design and method effective in maintaining all water standards.

3. The Contractor's construction activities shall be performed by methods that will prevent entrance or accidental spillage of solid matter, contaminants, debris and/or other objectionable pollutants and wastes into rivers, streams, flowing or dry watercourses, lakes, ponds, and underground water sources. The Contractor shall dispose of all pollutants such as petroleum products, hazardous chemicals, rubbish, cement, concrete, etc., by properly handling and hauling the material away in tanks, barrels or other suitable containers to an approved disposal site.

4. Sanitary facilities, such as chemical toilet, shall be located far enough from a well, live stream or pond to prevent pollution of the water.

5. Dewatering work for structure foundations or earthwork operations adjacent to, or encroaching on, streams or watercourses shall be

SECTION 01 57 19 Page 2 conducted in a manner to prevent muddy water and eroded materials from entering the rivers, streams, lakes or watercourses by construction of intercepting ditches, bypass channels, barriers, settling ponds or by other approved means. Excavated materials shall not be deposited or stored in, or alongside of, watercourses where it can be washed away by high water or storm runoff.

6. Waste waters from aggregate processing, concrete batching, concrete waste or other construction operations shall not enter streams, watercourses or other surface waters.

1.5.4 Abatement of Air Pollution

1. The Contractor shall comply with applicable Federal, State and local laws and regulations concerning the prevention and control of air pollution.

2. Construction activities shall be performed in such a manner that air pollution is held to a minimum.

3. Burning of materials, trees and brush, combustible construction materials and rubbish will be permitted only if it is approved by the Contracting Officer and properly permitted by Federal, State, and local regulatory agencies, and when atmospheric conditions for burning are considered favorable by appropriate State or local air pollution or fire authorities.

4. Where open burning is permitted, burn piles shall be properly constructed to minimize smoke. In no case, shall unapproved materials, such as tires, plastics, rubber products, asphalt products or other materials that create heavy black smoke or nuisance odors, be burned.

5. All construction areas, access or haul roads, parking areas and storage areas used during construction shall be managed by application of dust inhibitors or by sprinkling with water to suppress dust formation in accordance with Federal, State, and local regulatory agencies.

1.5.5 Noise Abatement

Construction activities shall be performed in such a manner that the noise level is minimal. All equipment and operation of equipment shall meet with all Federal, State, and local regulations. All equipment shall be equipped with mufflers or other noise abatement devices approved by the Contracting Officer.

1.5.6 Environmental Litigation

No time lost due to work stoppage because of failure of Contractor to comply with these requirements or other environmental regulations may be the subject of a claim for extension of time or for costs or damages, unless it is later determined that the Contractor was in compliance.

PART 2 PRODUCTS

Not Used

SECTION 01 57 19 Page 3

PART 3 EXECUTION

Not Used

SECTION 01 57 19 Page 4

SECTION 01 60 00

MATERIAL AND EQUIPMENT

10/21

PART 1 GENERAL

1.1 MATERIALS

Unless indicated otherwise, all materials, equipment and other items incorporated into the work of this project must be new and unused and both materials and workmanship must meet the requirements stated under each subdivision.

To assure ready availability, all materials, equipment and related components must be obtained from sources which maintain a regular, domestic stock.

1.2 ITEMS NOT IN CONTRACT

All items indicated N.I.C. on drawings or in specifications are items not included in this contract.

Provide necessary provisions in the work of this project to permit proper installation of "N.I.C." items.

1.3 INSTALLATION OF MANUFACTURED PRODUCTS AND EQUIPMENT

The installation of manufactured products and equipment together with all associated parts, in design, materials, and workmanship shall be in strict conformance with the manufacturer's recommendations, if so specified.

All installations shall be completed and ready for use.

Similar items shall be of the same design and manufacture.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 60 00 Page 1

SECTION 01 70 00

CONTRACT CLOSEOUT

10/21

PART 1 GENERAL

1.1 FINAL INSPECTION, ACCEPTANCE AND PAYMENT

Refer to Section I for information and requirements regarding clean-up.

Refer to Section E "Final Inspection and Acceptance" for information and requirements regarding final inspection and acceptance.

1.2 MAINTENANCE AND OPERATING INSTRUCTIONS

Prior to Final Inspection, Contractor shall submit to the Contracting Officer, maintenance information and operating instructions for all equipment and systems provided under this Contract.

Refer to Technical Specifications for special requirements affecting the submission of all instructions and other information required.

Contractor shall submit five (5) copies of all operating and maintenance instructions for all equipment systems that require adjustment, servicing and attention for proper operation.

Contractor shall include all information necessary to maintain and make proper and efficient use of all equipment and shall use simple, non-technical language where possible. Contractor shall provide all necessary wiring diagrams and schematics. Any hazards likely to occur in operation of equipment shall be pointed out to avoid improper operation that might result in damage or danger to equipment, building, or personnel. Contractor's installation experts shall be available at Final Inspection to explain and demonstrate operation of all systems and equipment.

Copies of all maintenance and operating information shall be submitted in bound form as a "Manual of Operating Instructions", with items grouped by Sections of Work. Contractor shall append each manual with name, address and telephone of Contractor, subcontractor and companies and individuals providing service for equipment used.

Prior to final inspection or occupancy by the Government, Contractor shall provide competent personnel to meet with the Contracting Officer to fully explain and familiarize the Government Representative with all equipment and its operation and maintenance.

1.3 "AS BUILT" RECORD DRAWINGS

Refer to Section H.1 "As Built Record Drawings" for information and requirements regarding as built record drawings.

PART 2 PRODUCTS

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SECTION 01 70 00 Page 1

PART 3 EXECUTION

Not Used

SECTION 01 70 00 Page 2

SECTION 02 41 00

DEMOLITION

05/ 10, CHG 2: 02/ 19

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of wrecking or taking out any load-supporting structural member of a facility together with any related handling and disposal operations.

1.2.1.2 Deconstruction

Deconstruction is the process of taking apart a facility with the primary goal of preserving the value of all useful building materials.

1.2.1.3 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

1.2.1.4 Deconstruction Plan

Deconstruction Plan is the planned steps and processes for dismantling all or portions of a structure or assembly, to include managing sequencing activities, storage, re-installation activities, salvage and disposal mechanisms.

SECTION 02 41 00 Page 1

1.2.2 Demolition/Deconstruction Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, deconstruction, and removal procedures for approval before work is started.

1.2.3 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site; do not allow accumulations. The work includes demolition salvage of identified items and materials, and removal of resulting rubbish and debris. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections.

1.3 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 30 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G Deconstruction Plan; G Existing Conditions

SD-07 Certificates

Notification; G

1.5 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61 , Subpart M.

Notify the Regional Office of the United States Environmental Protection Agency (USEPA) and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61 , Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6 . Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.6 PROTECTION

1.6.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights.

SECTION 02 41 00 Page 2

1.7 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Photographs sized 4 inch will be acceptable as a record of existing conditions.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition or deconstruction work in areas occupied by structures to be demolished or deconstructed until all demolition and deconstruction in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Salvaged Materials and Equipment

Remove materials indicated and specified to be removed by the Contractor and that are to remain the property of the Government. Removed materials shall be stockpiled at the site.

3.4 CLEANUP

Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified off government property.

SECTION 02 41 00 Page 3

3.5.2 Disposal of Materials on government Property.

Burning of materials will not be permitted on Government property.

Disposal of debris can be accomplished by burial on government property.

Location of burial site will be as directed by Contracting Officer and will be within 5 miles of ramp sites.

SECTION 02 41 00 Page 4

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

02/02

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 182 (1991) Burlap Cloth Made from Jute or Kenaf

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 211.1 (1991) Selecting Proportions for Normal, Heavyweight, and Mass Concrete

ACI 301/301M (1999) Structural Concrete

ACI 302.1R (1996) Concrete Floor and Slab Construction

ACI 304R (2000) Measuring, Mixing, Transporting, and Placing Concrete

ACI 305R (1999) Hot Weather Concreting

ACI 306.1 (1990; R1998) Cold Weather Concreting

ACI 315 (1999) Details and Detailing of Concrete Reinforcement

ACI 318/318M (1999) Building Code Requirements for Structural Concrete

ACI 347R (1994; R1999) Formwork for Concrete

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995) Basic Hardboard

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A 82 (1997; Rev. A) Steel Wire, Plain, for Concrete Reinforcement

ASTM A 185 (1997) Steel Welded Wire Fabric, Plain, for Concrete Reinforcement

ASTM A 496 (1997; Rev. A) Steel Wire, Deformed, for Concrete Reinforcement

ASTM A 497 (1999) Steel Welded Wire Fabric, Deformed, for Concrete Reinforcement

SECTION 03 30 00 Page 1

ASTM A 615/A 615M (2001) Deformed and Plain Billet-Steel Bars for Concrete Reinforcement

ASTM A 616/A 616M (1996; Rev. A) Rail-Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A 617/A 617M (1996; Rev. A) Axle-Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM C 31/C 31M (2000) Making and Curing Concrete Test Specimens in the Field

ASTM C 33 (2001) Concrete Aggregates

ASTM C 39 (2001) Compressive Strength of Cylindrical Concrete Specimens

ASTM C 42/C 42M (1999) Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C 94/C 94M (2000) Ready-Mixed Concrete

ASTM C 143/C 143M (2000) Slump of Hydraulic Cement Concrete

ASTM C 150 (2000) Portland Cement

ASTM C 171 (1997; Rev. A) Sheet Materials for Curing Concrete

ASTM C 172 (1999) Sampling Freshly Mixed Concrete

ASTM C 173/C 173M (2001) Air Content of Freshly Mixed Concrete by the Volumetric Method

ASTM C 192/C 192M (2000) Making and Curing Concrete Test Specimens in the Laboratory

ASTM C 231 (1997) Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C 260 (2000) Air-Entraining Admixtures for Concrete

ASTM C 309 (1998; Rev. A) Liquid Membrane-Forming Compounds for Curing Concrete

ASTM C 494/C 494M (1999) Chemical Admixtures for Concrete

ASTM C 595 (2000) Blended Hydraulic Cements

ASTM C 618 (2000) Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete

ASTM C 989 (1999) Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars

ASTM C 1017/C 1017M (1998) Chemical Admixtures for Use in

SECTION 03 30 00 Page 2

Producing Flowing Concrete

ASTM C 1107 (1999) Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM D 1751 (1999) Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)

ASTM D 1752 (1984; R 1996) Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction

U.S. DEPARTMENT OF COMMERCE PRODUCT STANDARDS (PS)

PS1 (1995) Construction and Industrial Plywood

1.2 DEFINITIONS

a. "Cementitious material" as used herein shall include all portland cement, pozzolan, fly ash, and ground iron blast-furnace slag.

b. "Exposed to public view" means situated so that it can be seen from eye level from a public location after completion of the building. A public location is accessible to persons not responsible for operation or maintenance of the building.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 30 00 SUBMITTAL PROCEDURES:

SD-05 Design Data

Concrete mix design; G A/E

Thirty days minimum prior to concrete placement, submit a mix design for each strength and type of concrete. Submit a complete list of materials including type; brand; source and amount of cement, fly ash, pozzolans, ground slag, and admixtures; and applicable reference specifications. Provide mix proportion data using at least three different water-cement ratios for each type of mixture, which will produce a range of strength encompassing those required for each class and type of concrete required. If source material changes, resubmit mix proportion data using revised source material. No material shall be provided unless proven by trial mix studies to meet the requirements of this specification, unless otherwise approved in writing by the Contracting Officer. The submittal shall clearly indicate where each mix design will be used when more than one mix design is submitted. Submit additional data regarding concrete aggregates if the source of aggregate changes. In addition, copies of the fly ash and pozzolan test results shall be submitted. The approval of fly ash and pozzolan test results shall have been

SECTION 03 30 00 Page 3 within 6 months of submittal date. Obtain acknowledgement of receipt prior to concrete placement.

SD-06 Test Reports

Concrete mix design; G A/E

Air Content

Compressive Strength Tests

1.4 MODIFICATION OF REFERENCES

Accomplish work in accordance with ACI publications except as modified herein. Consider the advisory or recommended provisions to be mandatory, as though the word "shall" had been substituted for the words "should" or "could" or "may," wherever they appear. Interpret reference to the "Building Official," the "Structural Engineer," and the "Architect/Engineer" to mean the Contracting Officer.

1.5 DELIVERY, STORAGE, AND HANDLING

Do not deliver concrete until vapor barrier, forms, reinforcement, embedded items, and chamfer strips are in place and ready for concrete placement. ACI 301/301M for job site storage of materials. Protect materials from contaminants such as grease, oil, and dirt. Ensure materials can be accurately identified after bundles are broken and tags removed.

1.5.1 Reinforcement

Store reinforcement of different sizes and shapes in separate piles or racks raised above the ground to avoid excessive rusting. Protect from contaminants such as grease, oil, and dirt. Ensure bar sizes can be accurately identified after bundles are broken and tags removed.

1.6 Quality Assurance

1.6.1 Drawings

1.6.1.1 Reinforcing Steel

ACI 315 . Indicate bending diagrams, assembly diagrams, splicing and laps of bars, shapes, dimensions, and details of bar reinforcing, accessories, and concrete cover. Do not scale dimensions from structural drawings to determine lengths of reinforcing bars.

1.6.2 Test Reports

1.6.2.1 Concrete Mix Design

Submit copies of laboratory test reports showing that the mix has been successfully tested to produce concrete with the properties specified and that mix will be suitable for the…