A.01.13_Specifications_REV_01.pdf

IFB No. W9123718B0005 GRO20 Amendment No. 0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS

1.3.1 Site Plan

1.3.2 Personnel Identification

1.3.3 Identification of Employees

1.3.4 Employee Parking

1.4 AVAILABILITY AND USE OF UTILITY SERVICES

1.4.1 Payment for Utility Services

1.4.2 Meters and Temporary Connections

1.4.3 Final Utility Disconnect

1.4.4 Sanitation

1.4.5 Telephone

1.5 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

1.5.1 Bulletin Board

1.5.2 Project and Safety Signs

1.6 PROTECTION AND MAINTENANCE OF TRAFFIC

1.6.1 Barricades

1.6.2 Haul Roads

1.7 PLANT LAYOUT DRAWINGS

1.8 CONTRACTOR'S TEMPORARY FACILITIES

1.8.1 Storage Area

1.8.2 Supplemental Storage Area

1.8.3 Maintenance of Storage Area

1.8.4 Security Provisions

1.9 PLANT COMMUNICATION

1.10 CLEANUP

1.11 RESTORATION OF STORAGE AREA

1.12 SITE SECURITY

1.12.1 Security Program

1.12.2 Entry Control

1.12.3 Work Hours and Access to Site

1.13 FINAL CLEANING

1.14 PAYMENT

1.14.1 Project Identification and Safety Signs

-- End of Section Table of Contents --

SECTION 01 50 00 Page 1 Enclosure No. 3 03 August 2018

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA U1 (2017) Use Category System: User Specification for Treated Wood

1.2 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 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Security Program; G|SM Plant Layout Drawings; G|CM Maintenance of Traffic Plan; G|CM

SD-13 Certificates

HTRW Certification; G|CM

The Contractor shall certify, in writing, to the Contracting Officer that upon completion of the work and cleanup of the work areas, that the site is environmentally clean with no Hazardous, Toxic and Radioactive Waste (HTRW) contaminates resulting from the Contractor's own operations.

1.3 GENERAL REQUIREMENTS

1.3.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be used by the Contractor. The Contractor is not required to furnish a construction/office trailer for their own use;

however, the Contractor may furnish one if desired, and locate it within the defined CWL. The location of the office traileer must be approved by the Contracting Officer. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall notify the Government if the use of an offsite supplemental or other staging area is desired.

SECTION 01 50 00 Page 2

1.3.2 Personnel Identification

The Contractor shall provide identification cards to each person authorized to perform work and enter government premises. The card shall include the individual's personal photograph, name and assigned number, expiration date and employer. A list of Contractor employees and persons authorized to enter Government premises shall be maintained and a copy of this list shall be submitted to the Contracting Officer prior to commencing work. The Contractor shall require that the Identification Cards be returned at the voluntary or involuntary expiration of the individual's contribution to the work. Any changes in personnel shall be reported immediately to the Contracting Officer. The Contractor shall be responsible for updates to the list of his onsite personnel.

1.3.3 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

1.3.4 Employee Parking

Contractor employees shall park privately-owned vehicles in an area designated by the Contractor. This area shall be within reasonable walking distance of the construction site. If an adequate site is not available within walking distance, the Contractor shall provide transportation to and from the parking area and the construction site.

1.4 AVAILABILITY AND USE OF UTILITY SERVICES

1.4.1 Payment for Utility Services

The Contractor shall be responsible for payment of all utility services required by the Contractor.

1.4.2 Meters and Temporary Connections

The Contractor, at its expense and in a manner satisfactory to the Contracting Officer, shall provide and maintain necessary temporary connections, distribution lines, and meter bases required to measure the amount of each utility used for the purpose of determining charges.

1.4.3 Final Utility Disconnect

The Contractor shall remove all the temporary distribution lines, meter bases, and associated paraphernalia. The Contractor shall pay all outstanding utility bills before final acceptance of the work by the Government.

1.4.4 Sanitation

The Contractor shall provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer. Government toilet facilities will not be available to Contractor's personnel.

SECTION 01 50 00 Page 3

1.4.5 Telephone

The Contractor shall make arrangements and pay all costs for telephone facilities desired.

1.5 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

1.5.1 Bulletin Board

Immediately upon beginning of work, the Contractor shall provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the Contractor.

1.5.2 Project and Safety Signs

Project identification and safety performance signs shall be Government-furnished in accordance with Paragraph IDENTIFICATION OF GOVERNMENT FURNISHED PROPERTY of Section 01 60 00.00 40 MATERIAL AND EQUIPMENT. The signs shall be erected at the locations where directed by the Contracting Officer, and oriented as to be readable by the motorists approaching the work area. The Contractor shall furnish 4-inch by 4-inch by 12-foot structural grade, pressure-treated posts for installation of signs. The Contractor shall drill six (6), 3/8-inch diameter mounting holes in posts to align with T-nuts in sign panels, for each sign.

Countersink back of hole 1/2-inch, to accept Government-furnished socket head cap screw (4-inch by 3/8-inch). Sign panels shall be assembled such that sign panels are located approximately 4 feet above the surface of the ground. Posts shall be embedded 4 feet into the ground. The Contractor shall furnish 2-inch by 4-inch pressure-treated braces and fasteners. The braces shall be bolted to the inside face of the posts to reinforce installation. Braces shall be of sufficient length to brace the post at an angle of approximately 45 degrees to the surface of the ground, and shall be embedded a minimum of 8 inches into the ground. The posts and braces shall be pressure treated in accordance with AWPA U1. Within thirty (30) calendar days of Notice to Proceed the Contractor shall erect the project and safety signs on perimeter of CWL as directed by the Contracting Officer.

1.6 PROTECTION AND MAINTENANCE OF TRAFFIC

During construction the Contractor shall maintain and protect traffic on all affected roads during construction, unless specified otherwise. The Contractor shall provide measures, such as, but not limited to flagmen, barricades, warning signs and all other appropriate measures required by the Kentucky Transportation Cabinet Department of Highways and any other local authority having jurisdiction and will procure any necessary permits.

When preparing the Maintenance of Traffic Plan. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for the repair of any damage to roads caused by construction operations. The traveling public shall be protected from damage to person and property. The Contractor's

SECTION 01 50 00 Page 4 traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. If any road closures are required, notification shall be provided to the Contracting Officer thirty (30) calendar days prior to the closure.

During construction the Contractor shall maintain and protect traffic on all affected roads during construction, unless specified otherwise. The Contractor shall provide measures, such as, but not limited to flagmen, barricades, warning signs and all other appropriate measures required by the Kentucky Transportation Cabinet Department of Highways and any other local authority having jurisdiction and will procure any necessary permits.

When preparing the Maintenance of Traffic Plan. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for the repair of any damage to roads caused by construction operations. The traveling public shall be protected from damage to person and property. The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic.

Road closures, along the same alignment as the new construction, are not desirable. The maintenance of traffic plan shall permit through access, to small volumes of traffic, at all times. Traffic may be temporarily maintained, on aggregate base, during construction. If any road closures are required, notification shall be provided to the Contracting Officer thirty (30) calendar days prior to the closure.

1.6.1 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

1.6.2 Haul Roads

The Contractor shall construct access and haul roads necessary for proper prosecution of the work under this contract. Haul roads shall be constructed with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic shall be avoided. The Contractor shall provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control shall be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads shall be subject to approval by the Contracting Officer. Lighting shall be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations. Upon completion of the work, haul roads designated by the Contracting Officer shall be removed.

1.7 PLANT LAYOUT DRAWINGS

The Contractor shall, along with the Site Layout Organization Plan specified in Section 01 00 00 CONTRACT CONSIDERATIONS, submit one (1) digital copy of drawings showing the layout of the plant the Contractor proposes to use for review and approval by the Contracting Officer. Show the locations of the principal components of a construction plant; offices;

shop and storage buildings; housing facilities, if any; and storage areas

SECTION 01 50 00 Page 5 and yards proposed to be constructed on or off the site. The digital copy of the drawings will be retained by the Contracting Officer, and a digital copy will be returned to the Contractor with comments.

1.8 CONTRACTOR'S TEMPORARY FACILITIES

1.8.1 Storage Area

The Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Trailers, equipment, or materials shall not be open to public view with the exception of those items which are in support of ongoing work on any given day.

1.8.2 Supplemental Storage Area

The Contractor shall submit another or supplemental areas to the Contracting Officer for approval for the Contractor's use and storage of trailers, equipment and materials. Fencing of materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

1.8.3 Maintenance of Storage Area

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion. Grass located within the boundaries of the construction site shall be regularly mowed when the height reaches 6 inches for the duration of the project.

Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or trimmed neatly.

1.8.4 Security Provisions

The Contractor shall be responsible for the security of its own equipment;

in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the construction site.

1.9 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor shall install a satisfactory means of communication, such as telephone or other suitable devices. The devices shall be made available for use by Government personnel.

1.10 CLEANUP

Construction debris, waste materials, packaging material and the like shall be removed from the work site daily. Any dirt or mud which is tracked onto paved surfaces shall be cleaned away daily. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above or at the supplemental storage area. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

SECTION 01 50 00 Page 6

1.11 RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.12 SITE SECURITY

1.12.1 Security Program

A Security Program shall be developed to protect work, existing premises and Government's operations and equipment from theft, vandalism, and unauthorized entry. The Security Program shall also include provisions as set forth in Paragraphs IDENTIFICATION OF EMPLOYEES, STORAGE AREA, SECURITY PROVISIONS, ENTRY CONTROL, PERSONNEL IDENTIFICATION and WORK HOURS AND ACCESS TO SITE. The Security Program shall be approved by the Contracting Officer and District Security Manager prior to the start of work and shall be coordinated with the Contracting Officer at job mobilization. The Contractor shall maintain the Security Program throughout construction period until expiration of the Contract and Government occupancy of premises. The Contractor shall report any damage to Government equipment or premises or any breach of security immediately to the onsite Government representative.

1.12.2 Entry Control

The Contractor shall restrict entrance of persons and vehicles onto the project site. Entrance to the work site shall only be permitted to authorized persons with proper identification. A log of workmen and visitors shall be maintained and the log shall be made available to the Contracting Officer. The Contractor shall coordinate access of Government personnel and other Government contractors to the project site with the Contracting Officer.

1.12.3 Work Hours and Access to Site

The Contractor's work hours for all work associated with this contract shall be at the discretion of the Contractor and as approved by the Contracting Officer. This includes multiple shifts, weekends and Federal Holidays. The ten Federal holidays observed are as specified in Section 01 32 01.00 10 PROJECT SCHEDULE, Paragraph SCHEDULED PROJECT COMPLETION AND

ACTIVITY CALENDARS.

1.13 FINAL CLEANING

The premises shall be left broom clean. Stains, foreign substances, and temporary labels shall be removed from surfaces. Equipment and fixtures shall be cleaned to a sanitary condition. Debris shall be removed. Paved areas shall be swept and landscaped areas shall be raked clean. The site shall have waste, surplus materials, and rubbish removed. The project area shall have temporary structures, barricades, project signs, and construction facilities removed. A list of completed clean-up items shall be submitted on the day of final inspection.

SECTION 01 50 00 Page 7

1.14 PAYMENT

Except as specified below, no separate payment will be made for work under this section and all costs in connection therewith, shall be included in the contract prices for the items of work to which the work is incidental.

1.14.1 Project Identification and Safety Signs

Payment for all costs in connection with the erection of the project identification and safety performance signs will be made at the Base Contract Line Item price for "Installing Project Identification and Safety Performance Signs", which price shall include all tools, labor, equipment, posts, braces, and all other incidental items required to complete the work.

-- End of Section --

SECTION 01 50 00 Page 8

IFB No. W9123718B0005 GR020

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 GENERAL

1.3.1 Permits

1.4 ACTIVITY ENVIRONMENTAL ANALYSIS

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION

3.1 IMPLEMENTATION

3.2 NOTIFICATION

3.3 PROTECTION OF ENVIRONMENTAL RESOURCES

3.3.1 Protection of Land Resources

3.3.1.1 Work Area Limits

3.3.1.2 Location of Field Offices and Storage Facilities

3.3.1.3 Disposal of Debris

3.4 PRESERVATION AND RECOVERY OF HISTORICAL, ARCHAEOLOGICAL AND

CULTURAL RESOURCES

3.5 PROTECTION OF WATER RESOURCES

3.5.1 General

3.5.2 Spillages

3.5.3 Washing and Curing Water

3.5.4 Disposal

3.6 PROTECTION OF FISH AND WILDLIFE

3.7 PROTECTION OF AIR RESOURCES

3.7.1 Particulates

3.7.2 Hydrocarbons and Carbon Monoxide

3.7.3 Monitoring of Air Quality

3.8 PROTECTION OF SOUND INTRUSIONS

3.9 POLLUTION PREVENTION PLAN

3.10 DUST CONTROL

3.11 POST-CONSTRUCTION CLEAN-UP

3.12 INSPECTIONS

3.12.1 General

3.12.2 Inspection Reports

3.13 MAINTENANCE OF POLLUTION-CONTROL FACILITIES DURING CONSTRUCTION

3.14 TRAINING OF CONTRACTOR PERSONNEL IN POLLUTION CONTROL

3.15 MEASUREMENT AND PAYMENT

-- End of Section Table of Contents --

SECTION 01 57 20.00 10 Page 1 Enclosure No. 4 03 August 2018

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

The work covered in this section includes furnishing all labor, materials, and equipment and performing all work required for the protection of the environment during construction operations, except for those measures set forth in other Technical Contract Requirements of these specifications.

1.2 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 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Protection Plan; G|CM

Submit an Environmental Protection Plan in accordance with provisions as herein specified. The Environmental Protection Plan shall include, but not be limited to, the following:

a. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control, and abatement that are applicable to the Contractor's proposed operations and the requirements imposed by those laws, regulations, and permits.

b. The methods for protection of features to be preserved within authorized work areas. Prepare a listing of methods to protect resources needing protection, i.e., landscape features, air and water quality, fish and wildlife, soil, historical, archaeological and cultural resources.

c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations. Set out the procedures to be followed to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the environmental protection plan.

d. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, temporary sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site. A landscaping plan showing the proposed restoration of any temporary embankments or excavations for haul roads.

e. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

SECTION 01 57 20.00 10 Page 2

f. Waste Classification, Handling, and Disposal of Painting Operations. The Contractor shall be responsible for assuring the proper disposal of all hazardous and nonhazardous waste generated during the painting operations required in this project.

Nonhazardous waste shall be stored in closed containers separate from hazardous waste storage areas. All nonhazardous waste shall be transported in accordance with local regulations regarding waste transportation.

Activity Environmental Analysis; G|CM

1.3 GENERAL

For the purpose of this specification, environmental protection is defined as the retention of the environment in its natural state to the greatest possible extent during project construction and to enhance the natural appearance in its final condition. Environmental protection requires consideration of air, water, and land and involves noise and solid waste management, as well as other pollutants. In order to prevent and to provide for abatement and control of, any environmental pollution arising from the construction activities in the performance of this contract, the Contractor and its subcontractors shall comply with all applicable Federal, State, and local laws and regulations concerning environmental pollution control and abatement. The Contractor shall comply with all applicable local, State and Federal environmental laws and regulations.

1.3.1 Permits

The Government is responsible for obtaining the following permits/certifications:

(1) Floodplain Permit

(2) Water Quality Certification (Nationwide or 401)

The Government has not obtained a permit through the Kentucky Department of Environmental Protection (KDEP) for discharging construction stormwater under a NPDES Permit.

The Contractor shall obtain all needed permits or licenses not obtained by the Government for the progress of the work. The Contractor shall be responsible for implementing the terms and requirements of the appropriate permits as needed and for payment of all fees. See Contract Clause PERMITS

AND RESPONSIBILITIES.

1.4 ACTIVITY ENVIRONMENTAL ANALYSIS

Before starting any major phase of the work, an Activity Environmental Analysis shall be developed by the Contractor and reviewed by the Contracting Officer. A major phase of the work is defined as an operation involving a type of work not previously experienced which presents possible sources of adverse environmental effects. This analysis will evaluate potential environmental consequences of the activity and the techniques which will be utilized to accomplish the work in an acceptable manner.

This analysis includes: (1) the phase or activity of work; (2) the potential environmental consequences of the activity; (3) precautionary actions to prevent adverse environmental impacts; (4) actions in the event of an environmental incident; and (5) the appropriate reference to Federal, State or local standards, regulation or laws.

SECTION 01 57 20.00 10 Page 3

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION

3.1 IMPLEMENTATION

Within ten (10) days of Notice of Award submit, for review by the Contracting Officer, the above Environmental Protection Plan, this plan must be accepted prior to Notice to Proceed. The Contractor shall not perform any work with any potentially adverse environmental impact, such as excavation or other work which would increase turbidity in the river, prior to approval of his Environmental Protection Plan. Any trapped water shall be pumped and discharged in an approved method which will not increase the turbidity of the river. Meet with the Contracting Officer to develop mutual understandings relative to compliance with this provision and administration of the environmental protection program. Approval of the Contractor's plan will not relieve the Contractor of its responsibility for adequate and continuing control of pollutants and other environmental protection measures.

3.2 NOTIFICATION

The Contracting Officer will notify the Contractor, in writing, of any observed noncompliance with the aforementioned Federal, State, or local laws or regulations, and other elements of the Contractor's Environmental Protection Plan. After receipt of such notice, inform the Contracting Officer of proposed corrective action, and take such action as may be approved. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time, or for excess costs or damages by the Contractor.

3.3 PROTECTION OF ENVIRONMENTAL RESOURCES

The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected during the entire period of this contract. The Contractor shall confine his activities to areas defined by the drawings and specifications.

Environmental protection shall be as stated in the following subparagraphs:

3.3.1 Protection of Land Resources

Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved within the Contractor's work area. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without special permission from the Contracting Officer. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, the Contractor shall provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs:

3.3.1.1 Work Area Limits

Prior to any construction the Contractor shall mark the areas that are not required to accomplish all work to be performed under this contract.

Isolated areas within the general work area which are to be saved and

SECTION 01 57 20.00 10 Page 4 protected shall also be marked or fenced. Monuments and markers shall be protected before construction operations commence. Where construction operations are to be conducted during darkness, the markers shall be visible. The Contractor shall convey to his personnel the purpose of marking and/or protection of all necessary objects.

3.3.1.2 Location of Field Offices and Storage Facilities

The Contractor's field offices, stage areas, stockpiles storage, and temporary buildings shall be placed in the Contractor's work limits, and approved in accordance with Section 01 00 00 CONTRACT CONSIDERATIONS and Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES. Temporary movement or relocation of Contractor facilities shall be made only on approval by the Contracting Officer.

3.3.1.3 Disposal of Debris

All debris resulting from construction operations on this contract shall be removed from the site and disposed of in a licensed landfill. The Contractor shall lawfully remove all debris from the site in a manner to prevent contamination. Such disposal shall comply with all applicable Federal, State, and local laws.

3.4 PRESERVATION AND RECOVERY OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL

RESOURCES

Existing historical, archaeological and cultural resources within the Contractor's work area will be so designated by the Contracting Officer and precautions taken to preserve all such resources as they existed at the time they were pointed out to the Contractor. The Contractor shall install all protection for these resources so designated on the drawings and shall be responsible for their preservation during this contract. If during any construction activity the Contractor observes items that may have historical or archaeological value, work in that vicinity shall cease immediately and the Contractor shall contact the District Archeologist through the Contracting Officer. Work shall not resume in said area until approved by the Contracting Officer. Recording and preservation of historical and archaeological finds during construction activities are specified in Section 00 70 00 CONTRACT CLAUSES.

3.5 PROTECTION OF WATER RESOURCES

3.5.1 General

The Contractor shall keep construction activities under surveillance, management and control to avoid pollution of surface and ground waters.

Special management techniques as set out below shall be implemented to control water pollution by the listed construction activities which are included in this contract. Do not pollute any public waters with fuels, oils, bitumen's, calcium chloride, acids, insecticides, herbicides, or other harmful materials. Investigate and comply with all applicable Federal, State, County, and Municipal laws concerning pollution of rivers and streams.

3.5.2 Spillages

Prevent chemicals, fuels, oils, greases, bituminous materials, waste washings, herbicides and insecticides from entering the water areas.

SECTION 01 57 20.00 10 Page 5

3.5.3 Washing and Curing Water

Water used in waste waters shall not be allowed to reenter water areas, if a significant increase in the turbidity alteration of chemical composition of the water will result therefrom.

3.5.4 Disposal

Temporary and/or permananet disposal of any materials, wastes, effluents, trash, garbage, oil, grease, chemicals, etc., in areas in and/or adjacent to the river or stream will not be permitted. If any waste material is dumped in unauthorized areas, remove the material and restore the area to the original condition before being disturbed. Contaminated ground shall be excavated, disposed of legally, and replaced with suitable fill material, compacted, and finished with topsoil and planted as required to re-establish vegetation.

3.6 PROTECTION OF FISH AND WILDLIFE

Perform all work and take such steps required to minimize the severity and duration of any interference with, or disturbances to, fish and wildlife.

Do not alter water flows or otherwise disturb native habitat adjacent to the project area which are critical to fish and wildlife. Species that require specific attention along with measures for their protection will be listed by the Contractor prior to beginning of construction operations.

3.7 PROTECTION OF AIR RESOURCES

The Contractor shall keep construction activities under surveillance, management and control to minimize pollution of air resources. All activities, equipment, processes, and work operated or performed by the Contractor in accomplishing the specified construction shall be in strict accordance with the State of Kentucky and all Federal emission and performance laws and standards. Ambient Air Quality Standards set by the Environmental Protection Agency shall be maintained for these construction operations and activities specified in this section. Special management techniques as set out below shall be implemented to control air pollution by the construction activities which are included in the contract.

3.7.1 Particulates

Dust particles; aerosols and gaseous by-products from construction activities; and processing and preparation of materials, such as from asphaltic batch plants; must be controlled at all times, including weekends, Federal holidays as specified in Section 01 32 01.00 10 PROJECT SCHEDULE, and hours when work is not in progress. Maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas, and other work areas within or outside the project boundaries free from particulates which would cause the Federal, State, and local air pollution standards to be exceeded or which would cause a hazard or a nuisance. Sprinkling, chemical treatment of an approved type, baghouse, scrubbers, electrostatic precipitators or other methods will be permitted to control particulates in the work area.

Sprinkling, to be efficient, must be repeated to keep the disturbed area damp at all times. Provide sufficient, competent equipment available to accomplish these tasks. Perform particulate control as the work proceeds and whenever a particulate nuisance or hazard occurs. Comply with all State and local visibility regulations.

SECTION 01 57 20.00 10 Page 6

3.7.2 Hydrocarbons and Carbon Monoxide

Hydrocarbons and carbon monoxide emissions from equipment shall be controlled to Federal and State allowable limits at all times.

3.7.3 Monitoring of Air Quality

Monitoring of air quality shall be the responsibility of the Contractor.

All air areas affected by the construction activities shall be monitored by the Contractor.

3.8 PROTECTION OF SOUND INTRUSIONS

The Contractor shall keep construction activities under surveillance, and control to minimize damage to the environment by noise. The Contractor shall use methods and devices to reduce noise and disturbances to the area and community. The Contractor shall have fully operable mufflers on all construction equipment. The Contractor shall comply with noise provisions of the State of Kentucky.

3.9 POLLUTION PREVENTION PLAN

Construct or install all temporary erosion and sedimentation control features contained in the Contractor's accepted Environmental Protection Plan described in Paragraph SUBMITTALS. Temporary erosion and sediment control measures shall be maintained until permanent drainage and erosion control facilities are completed and operative.

3.10 DUST CONTROL

Maintain all excavations, embankments, stockpiles, haul roads, plant sites, waste areas, and all other work areas within the project boundaries free from dust which would cause a hazard or nuisance to others. Approved temporary methods of stabilization, consisting of sprinkling chemical treatment, light bituminous treatment, or similar methods, will be permitted to control dust. Sprinkling, to be approved, must be repeated at such intervals as to keep all parts of the disturbed area at least damp at all times; and have sufficient competent equipment on the job to accomplish this task. Dust control shall be performed as the work proceeds, and whenever a dust or hazard occurs.

3.11 POST-CONSTRUCTION CLEAN-UP

Obliterate all signs of temporary construction facilities, work areas, stockpiles of excess waste materials, or any other vestiges of construction. The area shall be restored to near-natural conditions which will permit the growth of vegetation thereon. Submit HTRW certification as specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

3.12 INSPECTIONS

3.12.1 General

The Contractor shall inspect disturbed areas of the construction site, areas used for storage of materials that are exposed to precipitation that have not been finally stabilized, stabilization practices, structural practices, other controls, and area where vehicles exit the site at least once every seven (7) calendar days and within 24 hours of the end of any

SECTION 01 57 20.00 10 Page 7 storm that produces 0.5 inches or more rainfall at the site. Where sites have been finally stabilized, such inspection shall be conducted at least once every month.

3.12.2 Inspection Reports

For each inspection conducted, the Contractor shall prepare a report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, maintenance performed, and actions taken. The report shall be furnished to the Contracting Officer within 24 hours of the inspection as a part of the Contractor's daily CQC Report. A copy of the inspection report shall be maintained on the job site.

3.13 MAINTENANCE OF POLLUTION-CONTROL FACILITIES DURING CONSTRUCTION

During the life of this contract, the Contractor shall maintain all facilities constructed for pollution control under this contract as long as the operations creating the particular pollutant are being carried out, or until the material concerned has become stabilized to the extent that pollution is no longer being created. During the construction period, the Contractor shall conduct frequent training periods on environmental protection for his work force. The curricula shall include methods of detecting and avoiding pollution; familiarity with pollution standards, both statutory and contractual; and installation and care of vegetative covers, plants, and other facilities to prevent and correct environmental pollution.

3.14 TRAINING OF CONTRACTOR PERSONNEL IN POLLUTION CONTROL

The Contractor shall train his personnel in all phases of environmental protection. The training shall include methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and installation and care of facilities (vegetative covers, and instruments required for monitoring purposes) to ensure adequate and continuous environmental pollution control.

3.15 MEASUREMENT AND PAYMENT

Payment for all costs in connection with the work specified in this section, will be made at the Base Contract Line Item price for "Environment Protection" and will be made at the Option 1 Line Item price for "Environment Protection". Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility.

-- End of Section --

SECTION 01 57 20.00 10 Page 8

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 22 70.01

CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

PART 1 GENERAL

1.1 REFERENCES

1.2 DESIGN REQUIREMENTS

1.3 CLSM MIXTURE TESTING REQUIREMENTS

1.4 SUBMITTALS

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Water-Reducing or Retarding Admixture

2.1.2 Ready-Mixed Concrete

2.1.2.1 Volumetric Batching and Continuous Mixing

2.1.3 Portland Cement

2.1.4 Pozzolan

2.1.5 Air Entraining Admixtures

2.1.6 Anti-Washout Admixture

2.1.7 Sand

2.1.8 Fluidifier

2.1.9 Water

2.2 EPOXY

2.3 LATEX

2.4 BITUMINOUS PAINT

2.5 FORMWORK

2.5.1 Form Coatings

2.5.2 Formed Surfaces

2.6 MIXING AND TRANSPORTING

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Construction Joint Treatment

3.1.1.1 Joint Preparation

3.1.1.2 Vertical Monolith Joint Preparation

3.2 PLACEMENT

3.2.1 General

3.2.1.1 Placement by Pump

3.2.1.2 Cold Weather Placement

3.2.1.3 CLSM Lifts

3.2.2 Consolidation

3.3 FINISHING

3.3.1 Unformed Surfaces

3.3.2 Finishing Formed Surfaces

3.4 CURING AND PROTECTION

3.5 FORMWORK

3.5.1 Formwork Installation

3.5.2 Removal of Forms

3.6 TESTS

3.6.1 General

3.6.2 Inspection Details and Frequency of Testing

SECTION 03 22 70.01 Page 1 Enclosure No. 5 03 August 2018

3.6.2.1 Slump

3.6.2.2 Air Content

3.6.2.3 Unit Weight

3.6.2.4 Compressive-Strength Specimens

3.6.3 Reports

3.7 MEASUREMENT AND PAYMENT

3.7.1 CLSM Lift

-- End of Section Table of Contents --

SECTION 03 22 70.01 Page 2

SECTION 03 22 70.01

CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

PART 1 GENERAL

1.1 REFERENCES

All publications referenced shall be the most current version, edition, standard, latest revision, or reapproval unless otherwise stated. The following publications and standards listed below will be referred to only by the basic designation thereafter, and shall form a part of this specification to the extent indicated by the references thereto:

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete

ACI 229R (2013) Controlled Low-Strength Materials

ACI 301 (2016) Specifications for Structural Concrete

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 347R (2014; Errata 1 2017) Guide to Formwork for Concrete

ASTM INTERNATIONAL (ASTM)

ASTM C192/C192M (2016a) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

ASTM C31/C31M (2017) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2016) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2017b) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C881/C881M (2015) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM C94/C94M (2017a) Standard Specification for Ready-Mixed Concrete

SECTION 03 22 70.01 Page 3

ASTM C138/C138M (2017a) Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ASTM C143/C143M (2015) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2017) Standard Specification for Portland Cement

ASTM C1602/C1602M (2012) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete

ASTM C172 (2010) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C618 (2012a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C685/C685M (2014) Concrete Made by Volumetric Batching and Continuous Mixing

ASTM C940 (2016) Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory

ASTM C1059/C1059M (2013) Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete

ASTM C1064/C1064M (2017) Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

ASTM C231/C231M (2017a) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C494/C494M (2017) Standard Specification for Chemical Admixtures for Concrete

ASTM D6023 (2016) Standard Test Method for Density (Unit Weight), Yield, Cement Content, and Air Content (Gravimetric) of Controlled Low-Strength Material (CLSM)

ASTM D6103/D6103M (2017) Standard Test Method for Flow Consistency of Controlled Low Strength Material (CLSM)

SECTION 03 22 70.01 Page 4

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-C-18480 (1982; Rev B; Notice 2 2009) Coating Compound, Bituminous, Solvent, Coal-Tar Base

1.2 DESIGN REQUIREMENTS

Controlled low-strength material (CLSM) mixture proportion shall consist of portland cement; fly ash;;; pozzolan; sand; water; and a fluidifier, if required to obtain the required slump. The CLSM mixture proportions shall have an air content of 6% +/- 1.5% when measured in accordance with ASTM C231/C231M. The CLSM fill mixture proportion shall have a slump of at least 8 inches. The slump shall be determined in accordance with ASTM C143/C143M. CLSM fill shall have a minimum compressive strength of 800 psi and a maximum compressive strength of 1200 psi at 28 days. The compressive strength of the CLSM shall be determined in accordance with ASTM C39/C39M after being made and cured in accordance with ASTM C31/C31M.

The mixture proportions shall be reported in accordance with ASTM C94/C94M.

The minimum spread shall be 8 inches in diameter when measured in accordance with ASTM D6103/D6103M and the mix shall show no noticeable segregation. The expansion and bleeding shall be less than 1 percent when measured in accordance with ASTM C940. If the CLSM is to be placed using a concrete pump, the mixture proportions shall be designed so that it will not segregate in the pump line under pressure or when there is an interruption in flow.

1.3 CLSM MIXTURE TESTING REQUIREMENTS

Submit the mix proportions, slump, flow consistency, air content, and the CLSM compressive strength cylinder testing results used to develop the mix design(s). Submit the results of the required tests listed in the following table for each proposed mix.

CLSM Mixture Testing Requirements

Test Name

Consistency

Fluid Mixtures Standard Test Method for Flow Consistency of Controlled Low Strength Material

ASTM D6103/D6103M

Plastic Mixtures Slump of Portland Cement Concrete

ASTM C143/C143M

SECTION 03 22 70.01 Page 5

CLSM Mixture Testing Requirements

Test Name

Unit Weight Standard Test Method for Unit Weight, Yield and Air Content (Gravimetric) of Controlled Low Strength Materials

ASTM D6023/

ASTM C138/C138M

Trial mixtures having proportions, consistencies, maximum slump, maximum air content, and unit weight suitable for the work shall be made based on ACI 211.1 and ACI 229R, using at least three different water cementitious materials ratios (W/CM) which will produce a range of strengths encompassing those required for the work. The trial mixtures shall have a slump, flow consistency, and air content within plus or minus 3/4 inch and plus or minus 0.5 percent, respectively, of the maximum permitted. Trial mixtures shall be designed in accordance with the procedure in ACI 211.1, Chapter 6, using the absolute volume basis for determining the required amount of fine aggregate. For each water cementitious materials ratio at least four pairs of 6 by 12 inch test cylinders for each test age shall be made and cured in accordance with ASTM C192/C192M. They shall be tested in accordance with ASTM C39/C39M at 24 hrs, 3, 7, and 28 days. From these test results a curve shall be plotted and submitted showing the relationship between water cementitious materials ratio and strength at design age.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

CLSM Lift Drawings; G|DS

Submit the CLSM lift plan according to Paragraph CLSM LIFTS

Construction Joint Treatment; G|DS

SD-03 Product Data

Curing and Protection; G|GW-G

Submit the curing media and methods forty-five (45) days before CLSM placement begins.

Cold-Weather Protection; G|GW-G

When CLSM is to be placed under cold weather conditions, a description of the materials and methods proposed for protection of the

SECTION 03 22 70.01 Page 6

CLSM shall be furnished forty-five (45) days prior to the CLSM placement.

Equipment; G|GW-G

Submit data on placing equipment and methods to be used.

Epoxies, Latexes, Bituminus Paint Formwork

SD-05 Design Data

CLSM Mixture Proportioning Design Test Plan(s); G|GW-G

Prepare and submit a CLSM Mixture Proportioning Design Test Plan(s) in advance of all Trial Batch testing in order to coordinate and document the objectives and methods employed to test proposed mixes.

The Mix Design Test Plan shall be reviewed and approved in advance of Trial batch testing activities. Revised trial Test Plans shall be provided for approval in advance of conducting any subsequent tests.

SD-07 Schedules

Placing; G|GW-G

The methods and equipment for transporting, handling, and depositing the CLSM backfill and CLSM fill shall be submitted to the Contracting Officer forty-five (45) prior to the first placement.

SD-08 Statements

CLSM Mixture Proportions; G|GW-G

CLSM mixture proportions shall be the responsibility of the Contractor and shall be designed in accordance with the criteria in Paragraph DESIGN REQUIREMENTS. Forty-five (45) days prior to placement of CLSM, the Contractor shall submit to the Contracting Officer the mixture proportions that will produce CLSM of the qualities required.

Mixture proportions shall include the dry weights of cementitious material(s); and saturated surface-dry weights of the fine aggregate;

the quantities, types, and names of admixtures; and quantity of water per cubic yard of concrete. All materials included in the mixture proportions shall be of the same type and from the same source as will be used on the project.

SD-09 Reports

CLSM Mixture Proportions Tests; G|GW-G

Applicable test reports shall be submitted to verify that the CLSM mixture CLSM Tests; proportions selected will produce CLSM of the quality specified.

CLSM Tests; G|GW-G

Applicable test…