Revised Bid Doc Updated 9-2-2026.pdf

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PO Box 4119 Lynchburg, VA 24502 Phone: 434-316-6080

968 Olympia Drive, Suite 1 Charlottesville, VA 22911 Phone: 434-984-2700 www.wwassociates.net

Bid Set

April 21, 2026

Prepared by:

WW Associates Project No. 225008.00 01000/1

Section 01000 Table of Contents

Section

Division 1 – General Requirements

Advertisement for Bids

Instructions to Bidders

Bid Form

General Requirements

Supplementary Conditions

Standard Contract Forms

Division 2 – Site Work

Demolition

Traffic Regulation

Earthwork

Paving and Surfacing

Chain Link Fences and Gates

Seeding

Divisions 3-16 – Not Used

End of Table of Content

WW Associates Project No. 225008.00 01100/1

Section 01100 Advertisement for Bids

Re: Greene County Community Park Improvements Greene County, Virginia

Bids on the referenced project will be received by the County Administrator in the Greene County Administration Building, 40 Celt Road, Stanardsville, VA 22973, until 2:00 P.M., local prevailing time, September 17, 2026, and then publicly opened.

Bids may be withdrawn using the procedure set forth in Virginia Code § 2.2-4330 B.2.

The project will consist of the following work in a lump sum bid:

▪ Construction of a gravel overflow parking lot and entrance

▪ Paving, striping, and completion of current parking lot

▪ Extend sewer cleanouts flush with new paving elevation

▪ Addition of main parking lot sidewalk and concrete walkways

▪ Construction of concrete viewing pad

▪ Erosion and sediment control

▪ Related incidental work

The County will award the contract on a lump sum bid.

Bid documents consisting of project manual and drawings are open to the public for inspection at the following locations:

▪ Owner: Greene County, Administration Building, 40 Celt Road, Stanardsville, VA 22973

Bid documents in Adobe Acrobat format (pdf) may be obtained from Greene County, at no charge. Bidder must include contact person, email to receive bid documents, business address and telephone.

Bid Security: Bids shall be accompanied by a certified check or an acceptable bid bond in the amount of 5 percent of the base bid.

Bidders must be licensed as contractors in the Commonwealth of Virginia in accordance with Title 54.1, Chapter 11 of the Code of Virginia (1950) as amended.

Please include an add/alternate itemized cost for the following:

Asphalt paving of overflow parking lot and entrance Milling of existing pavement as requirement Clearing and grading for Pavilion 1 and 2 Concrete sidewalks and pad for Pavilion 2 Entry and gravel parking for Pavilion 1 Asphalt paving of parking and entry for Pavilion 1 Concrete sidewalk and pad for Pavilion 1

WW Associates Project No. 225008.00 01100/2

Cathy Schafrik County Administrator

Greene County Administration Building

40 Celt Road Stanardsville, Virginia 22973

End of Advertisement

WW Associates Project No. 225008.00 01200/1

Section 01200 Instructions to Bidders

1 General: To be valid for consideration, bids must be completed and submitted in accordance with these instructions to bidders.

2 Qualification of Bidders: Each bidder must be prepared to submit within 5 calendar days of the Owner’s request written evidence of his qualifications for the project, including financial data, previous experience, and evidence of authority to conduct business in the jurisdiction where the project is located.

3 Examination of Bid Documents and Site

3.1 Before submitting bids, each bidder must examine bid documents thoroughly;

familiarize himself with federal, state and local laws, ordinances, rules, and regulations affecting the work; and correlate his observations with the requirements of the bid documents.

3.2 Bidders are requested and expected to visit the site of the project to alert themselves to local and special conditions, which may be encountered during construction of the project. Failure to make such investigations shall not relieve the successful bidder from performing and completing the work in accordance with the contract documents.

4 Interpretations

4.1 All questions concerning this project shall be directed to Greene County. No oral interpretations of the bid documents will be made to any bidder. To be given consideration, requests for interpretations must be received in time to allow preparation of written response at least 5 days prior for receipt of bids.

Interpretations will be written in the form of written addenda to the bid documents and mailed to all parties recorded by Greene County as having received bid documents, prior to scheduled receipt of bids. Only interpretations by formal written addenda will be binding.

5 Bid Submission

5.1 If submitting in person, submit one copy of the bid using forms in this document and fill in all blank spaces on the form. Repeat notation “Contractor’s Current Virginia License No. ____________” on outside of inner envelope containing bid and bid security, and place this envelope within another envelope addressed to:

WW Associates Project No. 225008.00 01200/2

5.1.1 County Administrator

Greene County Administration Building 40 Celt Road Stanardsville, Virginia 22973

5.2 The inner envelope shall have noted thereon:

5.2.1 “Bid for Construction of Greene County Community Park Improvements, Greene County, Virginia.”

5.3 Bid security, bidding documents, receipt deadline for bids, and pre-bid conferences shall be as specified herein.

5.3.1 No bidder shall withdraw, modify, or cancel any part of his bid for 90 days following bid opening.

5.4 Modifications and withdrawal of bids: Bids may be modified or withdrawn by appropriate document duly executed (in the manner that a bid must be executed) and delivered to the place where the bids are to be submitted at any time prior to the receipt of bids.

5.5 Withdrawal of bids after date for submission: In accordance with the procedure set forth in Virginia Code § 2.2-4330 B.2, the bidder will have 2 business days after the opening of bids within which to claim in writing any mistake as defined in said section and withdraw his bid, provided such mistake be proved from the Contractor’s work papers. Failure to submit Contractor’s work papers will be considered as a waiver of any right of withdrawal of bids after the date for submission.

5.6 Bid documents in Adobe Acrobat format (pdf) may be obtained from Greene County at no charge. Bidder must include contact person, email to receive bid documents, business address and telephone.

5.7 Bid Security: Bids shall be accompanied by a certified check or an acceptable bid bond in the amount of 5 percent of the base bid.

5.8 All Bid Items must be completed in their entirety; failure by the Contractor to fully complete the bid form will be considered a non-responsive bid.

5.9 The Contractor is advised to refer to the Permits paragraph in Section 01500 – Supplementary Conditions for bidding instructions on permit-related fees.

6 Agreement, insurance certificate, and bonds shall be drawn on forms identical to those bound within this project manual.

6.1 Bonds shall be with a surety company acceptable to the Owner.

WW Associates Project No. 225008.00 01200/3

6.2 A Performance Bond will be required in the amount of 100 percent of the bid.

Partial bond release may be approved as work is completed.

7 Award of Contract

7.1 The award of the contract will be as specified in Section 01300 – Bid Form.

7.2 Should the responsive bid from the lowest responsible bidder exceed available funds, the Owner may negotiate with the lowest responsible bidder in accordance with Section 2.2-4318 of the Virginia Public Procurement Act to obtain a contract price within available funds.

7.3 The Owner reserves the right to reject any and all bids and waive any and all informalities and the right to disregard all nonconforming or conditional bids or counterproposals.

7.4 Submission of post-bid information shall be in accordance with the contract documents.

End of Section

Contractor ________________________________________ Date ______________ VA License No. _________________________

WW Associates Project No. 225008.00 01300/1

Section 01300 Bid Form

Gentlemen:

The undersigned, having visited and examined the site and having carefully studied the drawings and project manual for the Greene County Community Park Improvements, Greene County, Virginia, hereby proposes to furnish all plant, labor, equipment, materials, and services and to perform all operations necessary to execute and complete the work required for the project, in strict accordance with the drawings and technical specifications prepared by WW Associates, Inc., Engineers • Surveyors • Planners, dated July 30, 2025, revised February 4, 2026 and March 17, 2026, May 18, 2026, and July 24, 2026, respectively, together with addenda numbered subject to the terms and conditions of the agreement as follows:

Base Bid Item No. 1: All work associated with this project, complete and in accordance with the drawings and specifications, for the lump sum of:

Dollars

Notes:

a) The basis of award for determining the low bidder shall be the lowest Total Base Bid.

b) The Total Base Bid is founded upon furnishing equipment and materials of specified manufacturers or approved equals.

It is understood and agreed that the Owner, in protecting his best interest, reserves the right to:

a) Reject any or all bids.

b) Accept any bid item at the Base Bid price, or any combination of the bid items, whereupon the Contractor shall furnish equipment and materials as specified.

We are properly equipped to execute work as defined in the contract documents and so covered by this bid and will enter into agreement for the execution and completion of the work in accordance with the drawings, project manual, and this bid. We further agree that if awarded the contract, we will commence the work on the date stated in the “Notice to Contractor to Proceed,” and will prosecute the work and shall be substantially complete as defined in the general conditions within 240 calendar days and complete all obligations within 270 calendar days.

Contractor ________________________________________ Date ______________ VA License No. _________________________

WW Associates Project No. 225008.00 01300/2

The Owner and Contractor recognize that time is of the essence with this agreement and that the Owner will suffer financial loss if the work is not completed within 240 calendar days for all work associated with this project. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the Owner if the work is not completed on time. Accordingly, instead of requiring any such proof, the Owner and Contractor therefore agree that, as liquidated damages for delay (but not as a penalty), the Contractor shall pay the Owner five hundred dollars ($500.00) for each day that expires after the time specified for substantial completion of this project.

Enclosed herewith is the following security, offered as evidence that the undersigned will enter into agreement for the execution and completion of the work in accordance with the drawings and project manual:

Certified check for the sum of_________________________________________

Name of bank______________________________________________________

Bidder’s bond in amount of___________________________________________

Bond issued by_____________________________________________________

The undersigned further agrees that in case of failure on his part to execute the said agreement within 10 consecutive calendar days after written notice being given on the award of the contract, the monies payable by the securities accompanying this bid shall be paid to Greene County, Virginia as liquidated damages for such failure; otherwise, the securities accompanying this bid shall be returned to the undersigned.

This bid is subject to acceptance within a period of 90 days from bid submission date.

Respectfully Submitted, Contractor

By __________________________

Address

Telephone

Date______________________

Contractor’s Current Virginia License Number _____________Code _______

WW Associates Project No. 225008.00 01400/1

Section 01400 General Requirements

1 General

1.1 Summary of Work

1.1.1 The work covered under this contract comprises the furnishing of all labor, materials, equipment, tools and services and the installation and construction of all items, and the performance of all work necessary to complete the work shown or called for on the drawings and/or in this project manual.

1.1.2 All units under this Contract shall be operable, shall be installed as designed, and shall conform to the manufacturer’s specifications for the particular application.

1.1.3 In instances where the General Requirements specified herein conflict with the General Conditions in Section 01600 – Standard Contract Forms, the more restrictive requirements shall prevail.

1.2 Contractor Use of Premises

1.2.1 The Contractor shall assume full responsibility for protection and safekeeping of products stored on or off premises.

1.2.2 The Contractor shall coordinate use of premises with the Owner and remove stored products that interfere with the operations of the Owner or other contractors.

1.2.3 The Contractor shall obtain and pay for all additional storage or work areas needed for operations under this Contract. These areas shall be subject to the same conditions as described for the Owner’s property.

1.3 Construction and Scheduling Sequence

1.3.1 Provide a written construction schedule and plan which describes in detail each major task and operation which will interfere with any existing system, equipment, or operation. The plan shall describe the sequence and proposed method of accomplishing each task and the proposed schedule for interruptions.

1.3.2 All construction activities shall be performed inside acquired easements and right of ways designated for this project. Laydown areas for this project shall be as agreed upon by Greene County. Coordination and scheduling of construction activities with the County is a salient feature of this contract.

1.3.3 The Contractor shall schedule construction activities to maintain access to properties along the route of the project during normal business hours.

WW Associates Project No. 225008.00 01400/2

1.5.4.3 Statement of the effect on the Contract Sum and the Contract Time.

1.5.4.2 Statement of the reason for making the changes.

1.5.4.1 Description of the proposed changes.

Owner containing:

1.5.4 The Contractor may initiate changes by submitting a written notice to the in work.

develop with the Owner a mutually acceptable price for the required change the issue date of the order, submit to the Owner an equitable proposal and amount stipulated in the work order, he shall, within a reasonable time after shown in the work order. If the Contractor is not in agreement with the additional amount not to exceed, or a deduction of not less than the amount issue to the Contractor a work order authorizing the required changes for an requirements within 3 days of a request by the Owner. The Owner may Contractor shall submit the proposal in accordance with contract to submit a change order proposal for changes in contract work. The

1.5.3 Request for Change Order Proposal: The Owner may request the Contractor order.

contract time, or both pending preparation and execution of a formal change promptly order changes in the work which may involve changes in cost or

1.5.2 Work Orders: A work order is a device which enables the Owner to distributed to the Owner and Contractor.

order has been executed and copies of the change order have been included in a requisition for payment by the Contractor until the change

1.5.1 Change Orders: No amount, in part or in whole, of a change order shall be

1.5 Contract Modification Procedures

concrete surfaces shall be repaired/replaced in kind by the Contractor.

surfaces. Rubber tired vehicles will be required. Any damage to asphalt or

1.3.4 The Contractor shall make provisions for protecting all asphalt and concrete

Any proposed road and park closure must be preapproved by Greene County.

1.4 Removed

WW Associates Project No. 225008.00 01400/3

1.5.4.4 Statement of the effect on the Work of separate Contractors.

1.5.4.5 Documentation supporting any change in Contract Sum or Contract Time, as appropriate.

1.6 Payment Procedures

1.6.1 Applications and Certificates for Payment: The form of each application for payment shall be EJCDC Document C-620 entitled, “Application and Certificate for Payment” accompanied by “Continuation Sheet,” and “Stored Material Summary.” Each application for payment by the Contractor, excluding the first, shall be accompanied by a “Contractor’s Affidavit of Payment of Debts and Claims,” AIA Document G706, and “Contractor’s Affidavit of Release of Liens,” AIA Document G706A. Each application shall be submitted on these forms. Payment for stored material delivered but not incorporated in the work will be the invoiced amount only. Submit invoices with application for payment.

1.6.2 Upon recommendation by Greene County, of the Contractor’s request for partial payment, the Owner shall pay to the Contractor 95 percent of the total amount due and the Owner shall retain 5 percent of the amount due until final completion and acceptance of all work covered by the contract.

1.6.3 Schedule of Values: Submit complete schedule of values at least 10 days

1.6.4 Payment Draw Schedule

prior to first application for payment.

WW Associates Project No. 225008.00 01400/4

1.10.1 Testing Laboratory Services: The Contractor will employ and pay for the services of an independent testing laboratory to perform testing specified to be done by an independent testing laboratory, unless specifically stated otherwise in other sections of the specifications. Employment of the laboratory shall in no way relieve the Contractor’s obligations to perform the work of the contract.

1.11 Temporary Utilities

1.11.1 Temporary Electricity: The Contractor shall make all necessary arrangements for obtaining temporary electric power for construction purposes. No separate payment for electric power for construction purposes or testing other than the payment included in the contract lump sum or unit prices will be allowed.

1.11.2 Temporary Water: The Contractor shall make all necessary arrangements for securing water for construction purposes at his own cost and expense. No separate payment, other than that included in the contract lump sum or unit prices, will be allowed for water used.

1.9 Removed

1.10 Quality Control

1.7.1 Preconstruction conferences with the Contractor will be held after the effective date of the agreement.

1.7.2 Progress Meetings: Each month, the Contractor and the Owner shall hold a progress meeting to review progress to date and to resolve all questions for the upcoming month.

1.7 Project Meetings

Submit a detailed construction schedule prior to the pre-construction conference.

Revise the schedule prior to each progress meeting. Construction schedule shall be in a form that will clearly show the proposed degree of completeness of each aspect of the construction throughout the life of the contract.

1.8 Progress Schedules:

1.15.1.4 Products shall be suitable for services conditions.

1.15.1.5 Equipment capacities, sizes, and dimensions shown or specified

WW Associates Project No. 225008.00 01400/5

1.12 Temporary Controls

1.12.1 Construction Cleaning: The Contractor shall clean daily all areas under construction to ensure minimum interference with roads, streets, sidewalks, and access of adjacent property owners.

1.12.2 Erosion and Sediment Control: These controls shall be in coordination with the appropriate drawings and any requirements of the local authority.

1.12.3 Dust Control: Contractor shall ensure that dust is held to a minimum throughout the length of the project through the application of moisture where applicable.

1.13 Vehicular Access and Parking

1.13.1 Parking and Laydown Areas: Contractor shall provide their own laydown areas. The location of Contractor parking and laydown areas shall be as agreed upon by the Owner. Provide gravel in the laydown area and comply with the latest edition of the Virginia Erosion and Sediment Control Handbook. The Contractor must restore Laydown Areas to their previous condition at the conclusion of the project, which includes removing all construction debris and any temporary gravel or pavements, stabilizing the disturbed area with a suitable stand of grass to the satisfaction of the Owner, and repairing any pavements damaged by construction.

1.14 E-Mail Address: The Contractor shall provide an e-mail address to allow the Owner to correspond with the Contractor’s project manager during the construction period.

1.15 Product Requirements

1.15.1 Quality of Material and Equipment Incorporated into the Work:

1.15.1.1 Design, fabricate and assemble in accordance with the best engineering and shop practices.

1.15.1.2 Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable.

manufacturer.

1.15.1.3 Two or more items of the same kind shall be identical, by the same shall be adhered to unless variations are specifically approved in writing.

WW Associates Project No. 225008.00 01400/6

1.15.2 Except as specifically indicated or specified, materials and equipment removed from the existing structure shall not be used in the completed work.

1.15.3 For material and equipment specifically indicated or specified to be reused in the work:

1.15.3.1 Use special care in removal, handling, storage, and reinstallation to assure proper function in the completed work.

1.15.3.2 Arrange for transportation, storage, and handling of products, which require off-site storage, restoration, or renovation. Pay all costs for such work.

1.15.4 Manufacturer’s Instructions

1.15.4.1 When contract documents require that installation of work shall comply with manufacturer’s printed instructions, obtain and distribute copies of such instructions to parties involved in the installation.

1.15.4.2 Maintain one set of complete instructions at the job site during installation and until completion.

1.15.4.3 Handle, install, connect, clean, condition, and adjust products in accordance with such instructions and in conformity with specified requirements.

1.15.5 Transportation and Handling of Materials

1.15.5.1 Arrange deliveries of products in accordance with construction schedules. Coordinate to avoid conflict with work and conditions at the site.

1.15.5.2 Deliver products in undamaged condition, in manufacturer’s original containers or packaging, with identifying labels intact and legible.

1.15.5.3 Immediately on delivery, inspect shipments to assure compliance with requirements of contract documents and approved submittals, and that products are properly protected and undamaged.

WW Associates Project No. 225008.00 01400/7

1.15.6 Storage and Protection

1.15.6.1 Store products in accordance with manufacturer’s instructions, with seals and labels intact and legible.

1.15.6.2 Store products subject to damage by the elements in weathertight enclosures.

1.15.6.3 Maintain temperature and humidity within the ranges required by manufacturer’s instructions.

1.15.6.4 Exterior Storage

1.15.6.4.1 Store fabricated products above the ground, on blocking or skids; prevent soiling or staining; cover products, which are subject to deterioration with impervious sheet coverings; and provide adequate ventilation to avoid condensation.

1.15.6.4.2 Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter.

1.15.6.4.3 Protection after Installation: Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed.

1.16 Lines and Grades

1.16.1 The Contractor shall provide construction stakeout that meets the following requirements:

Stakeout will include the location and elevation data to construct structures, pavements, and other improvements associated with this project. Stakeout services for the project will be as follows:

Stake limits of clearing as required Stake rough grading Sidewalk locations Stake final pavement grades Structure locations

WW Associates Project No. 225008.00 01400/8

1.17.1 General activities include the following:

1.17.1.1 Cleaning.

1.17.1.2 Removing temporary protective coverings.

1.17.1.3 Test all piping systems at normal operating conditions and through

1.18 Removed

1.19 Cleaning

1.19.1 Periodically clean premises of accumulated construction debris.

1.19.2 Prior to final completion, thoroughly remove from premises any debris remaining from construction activities, and properly dispose. Leave premises in a clean, neat, orderly and safe condition.

1.20 Contract Closeout Procedures

1.20.1 Punch List: Correct All Punch List Items.

1.20.2 Guarantees, Warranties, and Bonds: Submit all required guarantees, warranties and bonds.

1.20.3 Project Record Documents

1.20.3.1 Provide one complete set of drawings and project manual recording all changes to work to indicate actual installation. Changes shall be

1.17 Starting of Systems

the normal operating range.

1.17.5.4 Make all adjustments and balances required.

noted in legible red letters at least ⅛-inch high. These changes shall include, but are not limited to, the following:

1.20.3.1.1 Size, depth or position of foundations.

1.20.3.1.2 Exact location and elevation of all underground utility services.

1.20.3.1.3 Changes in general construction, mechanical, or

electrical work above or below ground.

WW Associates Project No. 225008.00 01400/9

1.20.3.2 These records are a specific contract requirement, and final payment will not be made until these drawings and project manual have been submitted in an acceptable form.

1.20.4 Affidavit of Payment of Debts and Claims

1.20.5 Affidavit of Release of Liens

WW Associates Project No. 225008.00 01500/1

Section 01500 Supplementary Conditions

1 SUPPLEMENTS

1.1 These supplementary conditions amend or supplement the Standard General Conditions of the Construction Contract, EJCDC document C-700, 2013 edition, and other provisions of the contract documents to the extent indicated. All provisions, which are not so amended or supplemented, remain in full force and effect.

2 DEFINITIONS

2.1 The terms used in these supplementary conditions that are defined in the Standard General Conditions of the Construction Contract (EJCDC document C-700, 2013 edition) have the meanings assigned to them in the general conditions.

3 COPIES OF DOCUMENTS: For construction purposes, the Contractor will be issued, free of charge, “Issued for Construction” documents in Adobe Acrobat format (pdf).

4 BONDS

4.1 “The Contractor shall secure and provide all bonds called for in the General

Conditions and Instructions to Bidders. All bonds shall be written by sureties or insurance companies licensed to do business in the Commonwealth of Virginia.”

5 INSURANCE

5.1 The Contractor shall purchase and maintain the insurance, required by Article 6 of the General Conditions, in at least the following amounts: (A sample Certificate of Insurance is attached for use as a template by your agent.)

5.1.1 Workers Compensation: Statutory

5.1.2 Employer’s Liability

5.1.2.1 Each Accident $100,000

5.1.2.2 Disease, Each Employee $100,000

5.1.2.3 Disease, Policy Limit $500,000

5.1.3 General Liability

5.1.3.1 Each Occurrence $1,000,000

5.1.3.2 Personal & Advertising Injury $1,000,000

01500/2

5.1.3.3 Products Completed Operations Aggregate $2,000,000

5.1.3.4 General Aggregate $2,000,000

5.1.4 Excess or Umbrella Liability

5.1.4.1 Each Occurrence $5,000,000

5.1.4.2 General Aggregate $5,000,000

5.1.5 Automotive Liability

5.1.5.1 Combined Single Limit (Each Accident) $1,000,000

5.1.6 Builder’s Risk Coverage Equal to Contract Amount

5.2 Contractor’s workers compensation insurance as required by Federal, State, and Municipal laws for the protection of all Contractors’ employees working on or in connection with the project, including broad form all states and voluntary compensation coverages and employers’ liability coverage.

5.3 Contractor’s general liability insurance shall include the following coverages:

Premises and Operations; Explosion, Collapse and Underground; products completed Operations; Contractual Liability; and Personal and Advertising Injury.

5.4 The Automobile Liability Insurance shall include coverage for owned, non-owned, and hired autos.

5.5 All insurance shall be written by insurance companies licensed to do business in the Commonwealth of Virginia.

5.6 Greene County shall be listed as additional insured on all policies except workers compensation.

5.7 A waiver of subrogation shall apply in favor of Greene County on all policies as permitted by law.

5.8 Certificate Holder:

Greene County 40 Celt Road Stanardsville, VA 22973

6 CONTRACTOR’S RESPONSIBILITIES

6.1 Labor, Materials, and Equipment:

“All material incorporated in the work of this contract shall be free of asbestos and other hazardous materials.”

WW Associates Project No. 225008.00 01500/3

“The Contractor shall be licensed in the Commonwealth of Virginia in accordance with Title 54.1, Chapter 11, Code of Virginia (1950) as amended.”

6.3 Permits: The Contractor shall obtain all required permits and bonds for this project at no additional cost to the Owner. The Contractor shall pay any associated fees for required permits and bonds. Required permits shall include, but not be limited to, the following:

6.3.1 Greene County Business License: Contact County Administrator for additional information.

6.3.2 Greene County Land Disturbance Permit: Contact County Erosion and Sediment Control Administrator for additional information.

6.3.3 VSMP Permit: Contact County Erosion and Sediment Control Administrator for additional information.

6.3.4 Nutrient credits will be paid for by Greene County.

6.4 OSHA Requirements: The Contractor shall be responsible for all safety at the job site and shall comply with OSHA Regulations for all work associated with this project.

6.2 Laws and Regulations:

WW Associates Project No. 225008.00 01500/4

WW Associates Project No. 225008.00 01600/1

Section 01600 Standard Contract Forms

The following Engineers Joint Contract Documents Committee (EJCDC) and American Institute of Architects (AIA) documents will be incorporated in this project manual. All forms shall be utilized in accordance with applicable EJCDC and AIA regulations and modified as needed for this particular Project:

Agreement Completed EJCDC document C-520 (2013) “Suggested Form of Agreement Between Owner and Contractor for Construction Contract”, will be a part of this contract.

Performance Bond Completed EJCDC C-610, (2013) and EJCDC C-615 (2013), will be a part of this contract.

Supplemental Attachment for Accord Certificate of Insurance Completed AIA document G715, (1991), will be a part of this contract.

Application and Certificate for Payment and Continuation Sheet Completed EJCDC C– 620, (2013), will be a part of this contract.

Affidavit of Payment of Debts and Claims, and Affidavit of Release of Liens Completed AIA documents G706 and G706A, (1994), will be part of this contract.

Standard General Conditions of the Construction Contract EJCDC document C-700 (2013) “Standard General Conditions of the Construction Contract”, modified as needed, will be a part of this contract.

EJCDC documents are available from the EJCDC online store at www.ejcdc.com.

AIA documents are available at www.AIA.org.

End of Section http://www.ejcdc.com/ http://www.aia.org/

WW Associates Project No. 225008.00 02050/1

Section 02050 Demolition

1 GENERAL

1.1 Description: This section specifies removal and offsite disposal or relocation of the following:

1.1.1 Asphalt and gravel pavement, fences, trees, clearing and grubbing, and other incidental demolition required to construct new improvements.

1.2 Definitions

1.2.1 Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner’s property.

1.2.2 Remove and Salvage: Items indicated to be removed and salvaged remain the Owner’s property. Remove, clean and pack or crate items to protect against damage. Identify contents of containers and deliver to the Owner’s designated storage area.

1.2.3 Remove and Reinstall: Remove items indicated; clean, service and otherwise prepare them for reuse; store and protect against damage. Reinstall items in locations indicated.

1.2.4 Existing to Remain: Protect construction indicated to remain against damage and soiling during demolition. When permitted by the Owner, items may be removed to a suitable, protected storage location during demolition and then cleaned and reinstalled in their original location.

1.3 Materials Ownership

1.3.1 Except for items or materials indicated to be reused, salvaged, or otherwise indicated to remain the Owner’s property, demolished materials shall become the Contractor’s property and shall be removed from the site and be disposed of by the Contractor.

1.3.2 Historical items, relics, and similar objects, which may be encountered during demolition, remain the Owner’s property. Carefully remove and salvage each item or object in a manner to prevent damage and deliver promptly to the Owner.

1.4 Quality Assurance

1.4.1 Regulatory Requirements: Comply with governing Environmental Protection Agency (EPA) notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.5 Project Conditions

WW Associates Project No. 225008.00 02050/2

1.5.1 The Owner assumes no responsibility for actual condition of structures to be demolished.

1.5.2 Storage or sale of removed items or materials onsite will not be permitted.

1.5.3 Asbestos: It is not expected that asbestos will be encountered in the course of this contract. If any materials suspected of containing asbestos are encountered, do not disturb the materials. Immediately notify the Owner.

1.6 Scheduling

1.6.1 Arrange demolition schedule so as not to interfere with the ingress and egress of existing residences.

2 PRODUCTS: NOT USED.

3 EXECUTION

3.1 General

3.1.1 Work shall be performed in such manner as not to endanger the safety of the workers or the public or cause damage to nearby structures.

3.1.2 Provide all barriers and precautionary measures in accordance with the Owner’s requirements and other authorities having jurisdiction.

3.1.3 Prior to the execution of the work, the Contractor and Owner shall jointly survey the condition of the adjoining and/or nearby structures. Photographs and records shall be made of any prior settlement or cracking of structures, pavements, and the like, that may become the subject of possible damage claims.

3.2 Disposal of Material

3.2.1 All debris resulting from the demolition and removal work shall be disposed of by the Contractor off County property as part of the work of this contract.

Material designated by the Owner to be salvaged shall be stored on the construction site as directed. All other material shall be disposed of offsite by the Contractor at his expense in accordance with all federal, state, and local regulations.

3.2.2 Burning of any debris resulting from demolition activities will not be permitted at the site.

3.3 Utility Services

3.3.1 Utility Requirements: Locate, identify, disconnect, and seal or cap off utility services to be removed or abandoned in place as indicated on the drawings.

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3.3.2 All pipes to be abandoned in place shall be filled with flowable fill and the area around each structure shall be restored to original condition, including seeding and patching of pavement as necessary.

3.3.3 Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations.

3.3.3.1 Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities.

3.4 Explosives: Explosives shall not be used for demolition activities.

3.5 Pollution Controls

3.5.1 Use water mist, temporary enclosures, and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations.

3.5.1.1 Do not use water when it may create hazardous or objectionable conditions, such as ice, flooding, or pollution.

3.5.2 Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Keep pavement and area adjacent to the site clean and free of mud, dirt, and debris at all times.

3.5.3 Clean adjacent roadways and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to the condition existing before the start of demolition activities.

3.6 Remove above grade improvements such as posts, poles, fences, walls, and other items as specifically indicated or necessary to permit new construction.

3.7 Filling Below Grade Areas: Completely fill below grade areas and voids resulting from demolition of structures, and pavements with soil materials in accordance with Section 02200 - Earthwork. Fill material shall be completely free of debris and rubbish.

3.7.1 Prior to placement of fill materials, ensure that areas to be filled are free of standing water, frost, frozen material, trash, and debris.

3.7.2 After fill placement and compaction, grade surface to meet adjacent contours and to provide flow to surface drainage structures.

3.8 Damages: Promptly repair damages to adjacent utilities or pavement caused by demolition activities.

3.9 Cleanup

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3.9.1 Promptly dispose of demolished materials in accordance with local, state and federal requirements. Do not allow demolished materials to accumulate on-site. If the Contractor fails to remove excess debris promptly, the Owner reserves the right to remove it at the Contractor’s expense.

3.9.2 Remove promptly salvageable material that becomes property of the Contractor and is not to be reused in construction. Sale of material on the site will be prohibited.

3.9.3 Remove all tools, equipment, and materials from the demolition site, and all rubbish upon completion of the work.

3.9.4 Leave the site clean, neat, orderly, and in condition to begin new construction.

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Section 02055 Traffic Regulation

1 GENERAL

1.1 The Contractor shall perform all work occurring in rights-of-way in accordance with VDOT permits, as well as the latest edition of the following references:

1.1.1 Virginia Department of Transportation (VDOT) Road and Bridge Standards

1.1.2 VDOT Road and Bridge Specifications

1.1.3 U.S. Department of Transportation (USDOT) Federal Highway Administration Manual of Uniform Traffic Control Devices (MUTCD)

1.1.4 Virginia Supplement to MUTCD

1.1.5 Virginia Work Area Protection Manual

1.2 Requirements

1.2.1 Description: This work shall cover all of the measures necessary to maintain and to protect traffic, to protect the work in progress, and to protect adjacent property from excessive dust generated by public traffic and Contractor’s construction equipment on the public travel lane. The work shall include labor, materials, and equipment necessary to keep the traveled road smooth;

the construction of temporary structures when required; the furnishing and applying of aggregate and dust palliatives; the furnishing and maintenance of signs, auxiliary barriers, channeling devices, hazard warning lights, barricades, flares, and reflective markers and their prompt removal when the hazard is eliminated; the furnishing of pilot trucks and drivers when needed;

and the furnishing of flagmen.

1.2.2 The Contractor shall maintain at least one lane open at all times during construction for two-way traffic. In any one lane roads, the contractor shall limit the work to an area between two cross streets to maximize access to properties adjacent to the road. Any road closure must be pre-approved by Greene County.

1.2.3 Submittals: Provide the following in a timely manner in accordance with the approved submittals schedule as specified in Section 01400 – General Requirements:

1.2.4 The Contractor shall notify the County a minimum of two weeks in advance of any road lane closures and specify the length of time of closure.

END OF SECTION

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Section 02200 Earthwork

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.

1.1.1 American Society for Testing and Materials (ASTM)

1.1.1.1 ASTM C 136: Sieve analysis of fine and coarse aggregates.

1.1.1.2 ASTM D 698: Moisture-density relations of soils and soil-aggregate mixtures using 5.5-lb (2.49-kg) rammer and 12-inch (305-mm) drop.

1.1.1.3 ASTM D 1140: Amount of material in soils finer than the No. 200 (75-micrometer) sieve.

1.1.1.4 ASTM D 1556: Density of soil in place by the sand-cone method.

1.1.1.5 ASTM D 1557: Moisture-density relations of soils and soil-aggregate mixtures using 10-lb (4.54-kg) rammer and 18-inch (457-mm) drop.

1.1.1.6 ASTM D 2487: Classification of soils for engineering purposes.

1.1.1.7 ASTM D 2922: Density of soil and soil-aggregate in place by nuclear methods (shallow depth).

1.1.1.8 ASTM D 3017: Water content of soil and rock in place by nuclear methods (shallow depth).

1.1.1.9 ASTM D 4318: Liquid limit, plastic limit, and plasticity index of soils.

1.2 Definitions

1.2.1 Hard Materials: Weathered rock, dense consolidated deposits, or conglomerate materials which are not included in the definition of “rock” but which usually require the use of heavy excavation equipment, ripper teeth, or jack hammers for removal.

1.2.2 Rock: Solid homogeneous interlocking crystalline material with firmly cemented, laminated, or foliated masses or conglomerate deposits, neither of which can be removed without systematic drilling and blasting, drilling and the use of expansion jacks or feather wedges, or the use of backhoe-mounted pneumatic hole punchers or rock breakers; also large boulders, WW Associates Project No. 225008.00 02200/2 buried masonry, or concrete other than pavement exceeding ½ cubic yard in volume. Removal of hard material will not be considered rock excavation because of intermittent drilling and blasting that is performed merely to increase production.

1.2.3 Cohesive Materials: Materials ASTM D 2487 classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesive only when the fines have a plasticity index greater than zero.

1.2.4 Cohesionless Materials: Materials ASTM D 2487 classified as GW, GP, SW, and SP. Materials classified as GM and SM will be identified as cohesionless only when the fines have plasticity index of zero.

1.2.5 Where there are discrepancies between this 02200 Earthwork Specification Section and General Earthwork Notes on Drawing C-33, the 02200 Earthwork Specification herein takes precedence.

1.3 Submittals: Provide the following in a timely manner in accordance with the approved submittals schedule as specified in Section 01400 – General Requirements.

1.3.1 Two copies of field test reports for fill and backfill tests, select materials tests, and density tests.

1.4 Delivery, Storage, and Handling: Perform in a manner to prevent contamination or segregation of materials.

1.5 Criteria for Bidding

1.5.1 Base bids on the elevations as indicated.

1.5.2 The Contractor shall comply with the requirements specified herein.

1.5.3 All earthwork excavation shall be unclassified, regardless of material encountered. All earthwork excavation shall be performed to the indicated elevations at no additional cost to the Owner.

1.5.4 Blasting will not be permitted on this project.

1.5.5 Remove material in an approved manner, and provide excavation support structures as required in accordance with the U.S. Army Corps of Engineers “Safety and Health Requirements Manual,” EM-385-1-1, Sections 25 A through E.

1.6 Provide barricades, coverings, or other types of protection necessary to prevent damage to existing improvements not indicated to be removed, and improvements on adjoining properties.

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2.2 Borrow: Obtain borrow materials required in excess of those furnished from

2.1.6 Aggregate Backfill VDOT No. 57 coarse aggregate.

2.1.5 Pipe Bedding Material: VDOT No. 57 coarse aggregate.

maximum of 10 percent by weight passing ASTM D 1140, No. 200 sieve.

2.1.4 Select Material: ASTM D 2487, Classification GW, GP, SW, SP with a

2.1.3 Topsoil: Provide as specified in Section 02936 – Seeding.

percent by weight passing ASTM D 1140, No. 200 sieve.

35, maximum ASTM D 4318 plasticity index of 12, and a maximum of 25 GC, SW, SP, SM, SC, MH with a maximum ASTM D 4318 liquid limit of

2.1.2 Backfill and Fill Material: ASTM D 2487, Classification GW, GP, GM, required to compact to the soil density specified for the intended location.

2.1.1 Common Fill: Approved, unclassified soil material with the characteristics the pipe crown shall be 1-inch.

maximum particle diameter for pipe backfill material located less than 1-foot above particle diameter shall be one-half the lift thickness at the specified location. The unsound particles, and frozen deleterious or objectionable materials. The maximum

2.1 Soil Materials: Free of debris, roots, wood, scrap material, vegetation, refuse, soft

2 PRODUCTS

Resolution of utility conflicts is the responsibility of the Contractor at no additional cost to the Owner. Utilities shall be marked by the pipe utility location firm prior to construction.

1.8 Burning of site clearing debris is not allowe d. Debris must be disposed of off-site.

1.9 Utility Location:

be left standing.

temporary fences, barricades, or guards as required to protect trees and vegetation to excess foot or vehicular traffic; or parking of vehicles within drip line. Provide trees by stockpiling construction materials or excavated materials within drip line;

cutting, breaking, or skinning of roots; skinning and bruising of bark; smothering of

1.7 Protect existing trees and other vegetation indicated to remain in place against jurisdiction, unless indicated otherwise.

and acceptable to the Owner or other parties or authorities having

1.6.1 Restore all improvements damaged by this work to their original condition, The Contractor is responsible for pothole excavations and hand digging within immediate proximity of all utilities.

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3 EXECUTION

3.1 Clearing

3.1.1 Remove from the site trees, stumps, roots, brush, shrubs, down timber, rotten wood, rubbish, other vegetation, as well as fences and incidental structures necessary to allow for new construction.

3.1.2 Clearing work shall be restricted to area within “Construction Limits” specified in this Section and as indicated on the drawings.

3.1.3 Undisturbed stumps and roots, a minimum of 5 feet below finished grade and not located under or within 10 feet of any structure, may be left in place. Tops of stumps left in place shall not be more than 6 inches above original grade.

3.2 Existing Trees and Shrubs

3.2.1 Trees and shrubs that are to remain will be indicated on the drawings or conspicuously marked on site.

3.2.2 Ownership of Trees: Unless otherwise noted, trees removed to allow for new construction shall become the property of the Contractor and shall be removed from the site.

3.2.3 Provide protection for roots and branches over 1½ inches in diameter that are cut during construction operations. Coat the cut faces with an emulsified asphalt or other coating especially formulated for horticultural use on cut or damaged plant tissues. Temporarily cover all exposed roots with wet burlap to prevent roots from drying out. Provide earth cover as soon as possible.

3.3 Grubbing

3.3.1 Grub areas within and to a point 10 feet outside of all structures, areas to receive fill where finished grade will be less than 3 feet above existing grade, cut areas where finished grade will be less than 2 feet below existing grade, transitional areas between cut and fill, and any area to receive control fill.

3.3.2 Remove from the ground to a depth of 24 inches all stumps, roots ½-inch diameter and larger, organic material, and debris.

3.3.3 Use only hand methods for grubbing inside the drip lines of trees that are to remain.

3.4 Land Disturbance and Construction Limit Criteria for Road Construction

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3.4.1 General Requirements Applying to all Areas

3.4.1.1 The Contractor shall plan construction to minimize disturbance to properties adjacent to the proposed utilities. The Contractor shall flag the proposed limits of construction and mark all proposed trees to be cut for review and approval by the Owner prior to any clearing being performed.

3.4.1.2 The Owner reserves the right to limit the width of land to be disturbed and to designate on the drawings or in the field certain areas or items within this width to be protected from damage.

3.4.1.3 The Contractor shall be responsible for damages to area or items designated by the Owner to be protected. Repairs to, replacement of, or reparations for areas or items damaged shall be made to the satisfaction of the Owner before acceptance of the completed project.

3.4.1.4 Unless otherwise noted on the contract drawings, all trees cut shall be removed from this project. Brush, laps, roots, and stumps from trees shall also be removed from the site.

3.4.1.5 All buildings or structures located along the line shall be protected by the Contractor. Hand trenching, shoring, or other methods may be required.

3.4.1.6 Any fences disturbed by the Contractor shall be repaired with new materials to a condition equal to or better than their original condition or to the satisfaction of the Owner.