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WPO201500039 Plan - Other (not approved) 2015-08-01
Albemarle County Service Authèrity Serving♦conserving Michie Tavern Water Main Replacement Albemarle County, Virginia PROJECT MANUAL ma 1 100% Submittal Whitman,Requardt&Associates,LLP 1915 100 YEARS 2015 MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT ACSA Project No. 2013-05 PROJECT MANUAL ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY, VIRGINIA Albemarle County Service Authrity Serving♦Conserving Prepared for: Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 Prepared by: Whitman Requardt &Associates, LLP 9030 Stony Point Parkway Suite 220 Richmond, Virginia 23235 g Whitman,Requardt&Associates,LLP 1915 100 YEARS 2015 Michie Tavern Water Main Replacement Project Table of Contents Albemarle County Service Authority ALBEMARLE COUNTY SERVICE AUTHORITY Albemarle County, Virginia MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT ACSA Project No. 2013-05 TABLE OF CONTENTS DIVISION 0 BIDDING AND CONTRACT REQUIREMENTS Section AB Advertisement for Bids Section IB Instructions to Bidders and General Terms Section 00400 Bid Form Section 00430 Bid Bond Section 00431 Standard Form of Bidder's Qualification Statement Section 00432 Standard Form of Contractor's Financial Statement Section 00490 Receipt of Addenda Section 00500 Standard Form of Agreement Between Owner and Contractor on the Basis of a Stipulated Price Section 00600 Performance Bond Section 00610 Construction Payment Bond Section 00620 Certificate of Insurance Section 00630 Notice of Award Section 00640 Notice to Proceed Section 00700 Standard General Conditions Section 00800 ACSA Supplementary Conditions Section 00810 ACSA Special Conditions Section 00850 ACSA Escrow Agreement Section 00900 Addenda TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS Section 01010 Summary of Work 01050 Field Services 01106 Construction Scheduling, Coordination and Sequencing 01130 Measurement and Payment 01200 Project Meetings 01300 Submittals DIVISION 2 SITE WORK .. Section 02200 Earthwork, Excavation, Trenching and Backfilling 02223 Vibration Control N:\46480-011\Engineering\Specs\100%Sub\ToC.docx August 2015 1 for ar► Michie Tavern Water Main Replacement Project Table of Contents Albemarle County Service Authority 02325 Horizontal Directional Drilling 02500 Pavement 02625 Polyvinylchloride Pipe and Fittings 02630 Testing of Water Mains 02640 Valves, Hydrants and Appurtenances 02665 High Density Polyethylene Pipe 02930 Fine Grading and Seeding DIVISION 3 CONCRETE (Not Used) DIVISION 4 MASONRY (Not Used) 4 DIVISION 5 METALS (Not Used) DIVISION 6 WOOD AND PLASTICS (Not Used) DIVISION 7 THERMAL AND MOISTURE PROTECTION (Not Used) odi DIVISION 8 DOORS AND WINDOWS (Not Used) DIVISION 9 FINISHES (Not Used) DIVISION 10 SPECIALTIES (Not Used) ri DIVISION 11 EQUIPMENT (Not Used) DIVISION 12 SPECIAL FURNISHINGS (Not Used) rri DIVISION 13 SPECIAL CONSTRUCTION (Not Used) DIVISION 14 CONVEYING SYSTEMS (Not Used) DIVISION 15 MECHANICAL (Not Used) DIVISION 16 ELECTRICAL (Not Used) APPENDICES Appendix A - Michie Tavern Water Main—Geotechnical Data Appendix B - VDOT Land Use Permit Appendix C - VSMP Permit and SWPPP Appendix D - Existing Water Main Abandonment sii N:\46480-011\Engineering\Specs\100%Sub\ToC.docx August 2015 11112 Michie Tavern Water Main Replacement Project Advertisement for Bids Albemarle County Service Authority ALBEMARLE COUNTY SERVICE AUTHORITY ACSA PROJECT NUMBER 2013-05 MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT ADVERTISEMENT FOR BIDS ... The Albemarle County Service Authority(ACSA) is seeking proposals from qualified contractors for the Michie Tavern Water Main Replacement Project (ACSA Project No. 2013-05). Proposals will be received at the office of the ACSA, 168 Spotnap Road, Charlottesville, Virginia until .., [Time]p.m., local prevailing time, on[Day],[Date].. At that time, the bids will be opened and read aloud. A non-mandatory Pre-Bid Conference will be held at the office of the ACSA, 168 Spotnap Road, Charlottesville, Virginia 22911 at[Time], local prevailing time, on[Day],[Date]. The purpose of the conference is for bidders to familiarize themselves with the project and to ask questions pertaining to the Contract Documents. Bidders are reminded that no oral interpretation of meaning of drawings and specification can be made. Conflicts in the Contract Documents, if any, will be resolved by written Addendum. This contract will be for furnishing and installing 532 L.F. of 6"High-Density Polyethylene Pipe with 16" High-Density Polyethylene Casing Pipe, 1,990 L.F. of 6" Polyvinyl Chloride Pipe, and 939 L.F. of 4" Polyvinyl Chloride Pipe including valves, tie-ins,r. fire hydrants, air release valves, automatic flushing system, restoration of pavement and easements and other miscellaneous work and materials. This short description shall not in any way limit the contractor's obligation to complete the work. It is the bidder's responsibility to visit the site to determine the scope of work necessary. The ACSA reserves the right to reject any or all proposals and to waive any irregularities or informalities in the proposals. Each proposal shall be accompanied by a bid guarantee in an amount equal to at least 5% (five percent) of the amount bid. At the option of the bidder, the guarantee may be certified check,bank draft, or bid guarantee. The bid guarantee shall ensure the execution of the contract as required by the specifications. The contract is to be awarded on the basis of the Bidder's qualifications and the total bid amount as stated in the Proposal. The bidder and its subcontractors must comply with the provisions of Executive Orders 11246, as amended, and 11375, which prohibit discrimination in employment regarding race, creed, color, sex, or national origin. Bidders must certify that they do not, and will not, maintain or provide for their employees any facilities that are segregated on a basis of race, color, creed, or national origin. Drawings and Project Manual for the above project may be obtained from the office of the ASCA, 168 Spotnap Road, Charlottesville, VA 22911. No partial sets of the drawings and/or Project Manual will be issued. Contract Documents may be obtained upon a non-refundable payment of $75 per set. Prospective bidders shall furnish their complete street address with zip code, mailing N:\46480-011\Engineering\Specs\100%Sub\Advertisment for Bids.docx August 2015 AB-1 Michie Tavern Water Main Replacement Project Advertisement for Bids Albemarle County Service Authority address with zip code, email address, and telephone and facsimile numbers. Contract Documents will be shipped via UPS ground service. Bidders requesting shipment by other carriers shall include a separate non-refundable check to provide for charges, or a valid account number withad the designated carrier. rid Bidders must be licensed contractors in Virginia in accordance with Title 54.1, Chapter 11, of the Code of Virginia. Questions concerning the project should be addressed to the Director of Engineering of the tit Albemarle County Service Authority at the above address and must be received no later than seven 4 days preceding the date of"Bid Opening." eta Albemarle County Service Authority Gary B. O'Connell Executive Director rii II ri I N:\46480-011\Engineering\Specs\100%Sub\Advertisment for Bids.docx August 2015 AB-2 NM Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms INSTRUCTIONS TO BIDDERS AND GENERAL TERMS A. General 1. CONTACT INFORMATION: Questions concerning the project should be addressed to the following: Jeremy M. Lynn, P.E. Albemarle County Service Authority(ACSA) "' 168 Spotnap Road Charlottesville, Virginia 22911 (434) 977-4511 2. COMPETITION INTENDED: It is the ACSA's intent that this solicitation permit competition. It shall be the bidder's responsibility to advise the ACSA in writing if any language, requirement, specification, etc., or any combination thereof, stifles competition or inadvertently restricts or limits the requirements stated in this solicitation to a single source. The ACSA must receive such N. notification not later than five (5) business days prior to the deadline set for acceptance of the bids. •• 3. TAX EXEMPTION: The ACSA is exempt from the payment of any federal excise or any Virginia sales tax. The price bid must be net, exclusive of taxes. Tax exemption certificates will be furnished, if requested by the successful t.. bidder. 4. AVAILABILITY OF FUNDS: It is understood and agreed between the 4.., contractor and the ACSA that the ACSA shall be bound hereunder only to the extent of the funds available or which hereafter become available for the purpose of the contract. Viff 5. PRECEDENCE OF TERMS: In the event there is a conflict between any of the following sections: the Instructions to Bidders and General Terms, Standard General Conditions and the ACSA Supplementary Conditions, the ACSA Supplementary Conditions shall first apply, followed by the Instructions to Bidders and General Terms and then the Standard General Conditions. 6. NONDISCRIMINATION OF CONTRACTORS: A bidder, offeror, or contractor shall not be discriminated against in the solicitations or award of this contract because of race, religion, color, sex, national origin, age or disability. OM 7. APPLICABLE LAW AND COURTS: Any contract resulting from this solicitation shall be governed in any respects by the laws of Virginia, and any litigation with respect thereto shall be brought in the Circuit Court or General *r IV:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-1 41r.r. 4 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms District Court of Albemarle County, Virginia. The contractor shall comply with applicable federal, state and local laws and regulations. B. Qualifications 1. STATE REGISTRATION OF CONTRACTORS: Attention is directed to si Chapter 11, Title 54.1 of the Code of Virginia (Re: State registration of contractors), which requires that all bidders must show evidence of the proper license under the provision of this chapter before such bid is considered. 2. DEBARMENT STATUS: By submitting their bids, bidders certify that they are not currently debarred by the ACSA, the Commonwealth of Virginia, the Federal Government, any local government or government agency/entity/authority from submitting bids or proposals on contracts for the type of goods and/or services covered by this solicitation, nor are they an a agent of any person or entity that is currently so debarred. 3. ETHICS IN PUBLIC CONTRACTING: The provisions contained in Sections 2.2-4367 through 2.2-4377, Code of Virginia, as amended, shall be applicable to all contracts solicited or entered into by the ACSA. By submitting their bids, all bidders certify that their bids are made without rii collusion or fraud and that they have not offered or received any kickbacks or inducements from any other bidder, supplier, manufacturer or subcontractor in connection with their bid, and that they have not conferred on any public si employee having official responsibility for this procurement, transaction of any payment, loan, subscription, advance, deposit of money, services or anything of more than normal value, present or promised, unless consideration ea of substantially equal or greater value was exchanged. The bidder certifies that to the best of their knowledge, no employee of the ACSA, nor any member thereof, nor any public agency or official impacted by the solicitation or resulting contract has any pecuniary interest in the business of the bidder, and that no person associated with the bidder has any interest that would conflict in any manner with the performance of the contract resulting from this solicitation. 0 4. IMMIGRATION REFORM AND CONTROL ACT OF 1986: By submitting their bids, the bidders certify that they do not and will not, during the performance of this contract, employ illegal alien workers or otherwise violate the provisions of the federal Immigration Reform and Control Act of 1986, as amended. I N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-2 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms 5. ANTI-TRUST: By entering into a contract, the contractor conveys, sells, assigns, and transfers to the ACSA all rights, title and interest in and to all causes of the action it may now have or hereafter acquire under the antitrust law of the United States and Albemarle County, relating to the particular goods or services purchased or acquired by the ACSA under said contract. Consistent and continued tie bidding could cause rejection of bids by the ACSA and/or investigation for Anti-Trust violations. 6. ANTI-DISCRIMINATION: By submitting their bid, bidders certify to the ACSA that they will conform to the provisions of the Federal Civil Rights Act of 1964, as amended, where applicable, the Virginians With Disabilities Act, the Americans With Disabilities Act and Code of Virginia § 2.2-4311, as amended. If the award is made to a faith-based organization, the organization shall not discriminate against any recipient of goods, services, or disbursements made pursuant to the contract on the basis of the recipient's religion, religious belief, refusal to participate in a religious practice, or on the basis of race, age, color, gender or national origin and shall be subject to the same rules as other organizations that contract with public bodies to account for the use of the funds provided; however, if the faith-based organization �• segregates public funds into separate accounts, they shall be subject to audit by the public body. (Code of Virginia § 2.2-4343.1.E). .r. 7. DRUG-FREE WORKPLACE: During the performance of this contract, the contractor agrees to (i) provide a drug-free workplace for the contractor's employees; (ii) post in conspicuous places, available to employees and .., applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the contractor's workplace and specifying the actions that will be taken against employees for violations of such prohibition; (iii) state in all solicitations or advertisements for employees placed by or on behalf of the contractor that the contractor maintains a drug- „„ free workplace; and (iv) include the provisions of the foregoing clauses in every subcontract or purchase order of over $10,000, so that the provisions will be binding upon each subcontractor or vendor. For the purposes of this section, "drug-free workplace" means a site for the performance of work done in connection with a specific contract awarded to a contractor, the employees of whom are prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession or use of any controlled substance or marijuana during the performance of the contract. N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-3 .r• arrrrr• Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms 8. RESPONSIBLE LAND DISTURBER: The contractor will be required to have on staff, and assigned to this project, a Responsible Land Disturber (RLD) in accordance with the Contract Documents, and the provisions set forth in the Virginia Erosion and Sediment Control (ESC) Program, established by revisions to the Virginia Erosion and Sediment Control Law (Title 10.1, Chapter 5, Article 4 of the Code of Virginia). Proof of certification for the RLD is not required as a part of the bid package; however, this information may be requested at a later date during the bid evaluation wit phase. C. Bid Period 1. BRAND NAME OR EQUAL ITEMS: Unless otherwise provided in the solicitation, the name of a certain brand, make or manufacturer does not restrict bidders to the specific brand, make or manufacturer named; it conveys the general style, type, character, and quality of the article desired. Any article which the ACSA, in its sole discretion determines to be the equal of that specified, considering quality, workmanship, economy of operation, and suitability for the purpose intended, may be accepted. The bidder is t. responsible to clearly and specifically indicate the product being offered and to provide sufficient descriptive literature, catalog cuts and technical detail to enable the ACSA to determine if the product offered meets the requirements of the solicitation. 2. FORMAL SPECIFICATIONS: When a solicitation contains a specification which states no substitutes, no deviation therefrom will be permitted and the bidder will be required to furnish articles in conformity with that specification. 3 3. OMISSIONS & DISCREPANCIES: Any items or parts of any equipment or materials listed in this solicitation which are not fully described or are omitted from such specification, and which are clearly necessary for the completion of such equipment or material and its appurtenances, shall be considered a part of such equipment or material although not directly specified or called for in the specifications. The bidder shall abide by and comply with the true intent 4 of the specifications and not take advantage of any unintentional error or omission, but shall fully complete every part as the true intent and meaning of the specifications and drawings. Whenever the mention is made of any articles, material or workmanship to be in accordance with laws, ordinances, oi building codes, underwriter's codes, AWWA regulations, A.S.T.M. regulations or similar expressions, the requirements of these laws, ordinances, etc., shall be construed as to the minimum requirements of these specifications. N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-4 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms 4. EQUIPMENT AND MATERIAL STANDARDS: Any equipment and material delivered shall be standard new equipment and material, latest model, the best quality, and the highest grade work, except as otherwise specifically stated in the bid. Any part of nominal appurtenances which are usually provided in the manufacturer's stock model shall be furnished. 5. BIDDERS INTERSTED IN MORE THAN ONE BID: If more than one bid is offered by any one party, either directly or by or in the name of their clerk, partner, or other persons, all such bids may be rejected. A party who has quoted prices on work, materials, or supplies to a bidder is not thereby disqualified from quoting prices to other bidders or firms submitting a bid directly for the work, materials or supplies. ■- D. Receipt of Bids 1. Sealed bids for the ACSA Contract No. -2013-05 -Michie Tavern Water Main Replacement Project will be received by the Albemarle County Service Authority, at the office of the ACSA, 168 Spotnap Road, Charlottesville, Virginia, until[Time], local prevailing time, on[Day],[Date]. VON The signed bid and requested documents shall be submitted in a sealed envelope and identified with the following information: IOW a. Bidder's name and complete mailing address b. Contract number and title of project c. Bid due date and time 2. OPENING: At the time fixed for the opening of responses to a bid, all bids will be opened and the names of the bidders and the amount bid shall be read aloud and made readily available to the public. The bid package must include the following items and be signed by the individual signing the Bid Form; all signatures shall be in ink: a. A completed, signed, Bid Form, Section 00400 of these Contract Documents, including unit prices, if required, for performing the complete scope of work in accordance with these documents. The Contractor's Virginia license number will be required as a part of the bid package. b. A bid bond, a certified check upon a solvent bank or trust company, made RIM payable to the order of the Albemarle County Service Authority, or cash escrow in the amount of five percent of the total bid price submitted. c. Completed Receipt of Addenda form, Section 00490 of these Contract Documents. 1\1:V16480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-5 SOW AMINI\ I Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms i d. Any additional information required. e. The Qualification Statement (Section 00431) and Contractor's Financial Statement (Section 00432) may be required by the ACSA after receipt of Bids, but are not required as part of the bid package. A statement as to available machinery and equipment to undertake the work may also be requested. 3. NO CONTACT POLICY: No bidder shall initiate contact related to the U solicitation with any ACSA employee, after the date and time established for receipt of bids. Any contact initiated by a bidder with any ACSA representative, concerning this solicitation, is prohibited and may cause the U disqualification of the bidder from this procurement process. 4. USE OF ACSA BID FORM AND TERMS AND CONDITIONS: Failure to submit a solicitation on the official ACSA Bid Form provided for that purpose, or unauthorized modification of or additions to any portion of the solicitation documents, may be a cause for rejection of the bid. The ACSA reserves the right to decide, on a case-by-case basis, in its sole discretion, whether to reject any bid which has been modified. The ACSA shall not be responsible for any errors or omissions of the bidder. The Bid Form shall be ad signed by a representative authorized to legally bind the firm. Claims, as a result of failure to inspect the job site, shall not be considered by the ACSA. U The bidder shall fully complete the Bid Form in the manner indicated. All prices shall be entered in ink; and all changes in prices made by the bidder after the original entry shall also be made in ink, and the bidder shall initial si such changes. The bidder must sign the Bid Form correctly and legibly; and the bidder shall via state their interest,title, or office in the company or firm submitting the bid. If the bid should be made by an individual, the name and address of the organization, and the full name of the individual, shall be shown; if made by a firm or partnership, the name and address of the organization, and the full names of each partner or person holding interest in the firm, shall be shown; and if made by a corporation, the name and address of the corporation, and the full names of the officers of the corporation shall be shown. 5. LATE BIDS: No bid will be received after the time specified for receipt of the bids. Bids received after the time specified shall be returned unopened. ri N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-6 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms WWI The ACSA is not responsible for delays in the delivery of the mail by the U.S. Postal Service, private carriers or the inter-office mail system. It is the sole responsibility of the bidder to ensure their bid reaches the designated location by the date and hour specified. 6. WITHDRAWAL OF BIDS: A bidder for a contract other than for public construction may request withdrawal of their bid under the following circumstances: a. Bids received at the address shown in the solicitation, prior to the time of acceptance, may be withdrawn on written request from the bidder. b. No bid may be withdrawn after the time set for opening of bids has passed, except as provided for by the Code of Virginia, Chapter 43, Title 2.2, Section 4330, as amended, and in manner prescribed in the aforesaid Section 11.54, as amended. The ACSA reserves the right to hold the bids for a period of 90 days after the date set for receipt of bids. c. Bids shall not be withdrawn after award of a contract. No plea or claim of mistake in a solicitation or resulting contract shall be available as a defense in any legal proceeding. No bid may be withdrawn when the result would be the awarding of the contract on another bid from the same bidder or of another bidder in which the ownership of the withdrawing bidder is more than five percent. If a bid is withdrawn, the lowest remaining bid shall be deemed to be the low bid. ENO No bidder who is permitted to withdraw a bid shall, for compensation, supply any material or labor to, or perform any subcontract or other work agreement for the person or firm to whom the contract is awarded; or ■,,, otherwise benefit, directly or indirectly, from the performance of the project for which the withdrawn bid was submitted. 7. ERRORS IN BIDS: When an error is made in extending total prices, the unit bid price will govern. When a discrepancy exists between the written word and the numeric amount,the written word shall govern. 8. FAMILIARITY: Each bidder, by making their bid, represents that they have read and understand the bidding documents, and have familiarized themselves with the local conditions under which the work is to be performed and all State laws and local ordinances and regulations, which may affect the conduct of the work or those engaged or employed on the work. NMI MIN N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-7 Michie Tavern Water Main Replacement Project Instructions to Bidders . Albemarle County Service Authority and General Terms E. Acceptance of Bids rui 1. ACCEPTANCE OF BIDS: Unless otherwise specified, all formal bids submitted shall be valid for a minimum period of ninety (90) calendar days following the date established for acceptance. At the end of the ninety (90) calendar days, the bid may be withdrawn at the written request of the Bidder. If the proposal is not withdrawn at that time, it remains in effect until an award is made or the solicitation is canceled. 2. PRICING: a. Prices should be stated in units of quantity as specified on the bid form. dui b. Life cycle cost analysis may be considered when determining the lowest responsive and responsible bid. This analysis may consider, in addition to purchase price, any proposed upward or downward escalator clauses proposed for the initial contract term and any potential renewal terms; operating and related costs over the life of the item including maintenance, mil down time, energy costs, salvage value, etc. c. Bid prices shall be for complete installation ready for ACSA use and shall include all applicable freight and installation charges; extra charges will not be allowed. el 3. FACTORS OTHER THAN PRICE IN AWARD DECISION: The following factors, in addition to price (as they apply), shall be a consideration in the award decision: a. The quality of performance/workmanship of previous contracts, services or products,or references which attest to other specific experiences; b. The timely completion of previous contracts or services or the timely delivery of past orders; or references which attest to other specific experiences; c. The sufficiency of financial resources and its impact on ability of the bidder to perform the contract or provide the services; d. The ACSA reserves the right to conduct on-site inspections of any bidder's el facilities prior to award. The results of said inspection will be considered by the ACSA in determining the bidder's capabilities of successfully administering to this contract; e. The ability and availability of the bidder to provide both quality and timely maintenance, service, and/or parts; sti N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-8 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms f. The resale value, life cycle costing, and value analysis of a product; g. The availability and capability of local and regional vendor support as it affects the quantity, quality, and timeliness of the work or products required; h. Delivery of a product and timely completion of a project as stated by a vendor in the bid; i. Substantial compliance or noncompliance with specifications set forth in the bid as determined by the ACSA; j. Product or parts inventory capability as it relates to a particular bid; and k. Results of product testing. 4. TIE BIDS: In the case of a tie bid, the ACSA may give preference to goods, �. services and construction produced in Albemarle County. If such choice is not available, preference shall then be given to goods and services produced in the Commonwealth pursuant to the Code of Virginia § 2.2-4324. If no Albemarle •• County or Commonwealth choice is available, the tie shall be decided by lot. 5. BID SECURITY: The bid security of all except the three lowest responsive, responsible bidders will be returned within five days after the receipt of bids. The bid securities of the three lowest responsive, responsible bidders will be returned only after the required bonds and insurance are furnished and the contract executed with the successful bidder. F. Award 1. AWARD OR REJECTION OF BIDS: The ACSA shall award the contract to the lowest, responsive and responsible bidder complying with all provisions of the Contract Documents, provided the bid price is reasonable and it is in the best interest of the ACSA to accept it. A "responsive" bid shall be evidenced by: a. a complete Bid Form; b. a Bid Form not evidencing any apparent unbalanced pricing for performance of the items of work; r. c. a Bid Form without excisions, alterations, special conditions or qualifications made by the bidder; and d. a Bid Form containing no alternative bids or offerings (by inclusion, attachment, or otherwise) for any items unless such alternative bids or 1111110 offerings are requested in the Contract Documents. That a bidder is "responsible"may be evidenced by the following facts: a. they maintain a permanent place of business; rrr N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-9 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms b. they have adequate financial capability for meeting the obligations . inherent in the work; c. they have adequate equipment to properly perform the work within the time limit specified; and d. they have a competent and experienced organization. e. they have performed and completed similar work of similar magnitude in a satisfactory manner. A The ACSA may make such investigations as it deems necessary to determine ri the bidder's ability to perform the work and the bidder shall furnish to the ACSA all such information and data for this purpose as the ACSA may request. The ACSA reserves the right to reject any bid if investigation of "I such bidder fails to satisfy the ACSA that the bidder is properly qualified to carry out the obligations of the contract. By the tender of a bid for performing the work, the bidder warrants that they are experienced in such construction and are familiar with all phases of the work necessary for a complete job. The Contractor shall have on the project at all times a superintendent who shall also be experienced in the particular type of construction and shall be ma familiar with all phases of the work. The bidder must satisfy themselves of the accuracy of the estimated quantities al in the Bid Form by examination of the site and a review of the drawings and specifications, including Addenda. After a bid has been awarded, the Contractor shall not assert that there was misunderstanding concerning the la quantities of work or of the nature of the work to be done as called for in the Contract Documents. The Contract Documents contain the provisions required for the construction of the project. Information obtained from an officer, agent, or employee of the ACSA or any other person shall not affect the risks or obligations assumed mii by the Contractor or relieve them from fulfilling any of the conditions of the Contract Documents. rri The ACSA reserves the right to award a contract by individual items, in the aggregate, or in combination thereof, or to reject any or all bids and to waive any informality in bids received whenever such rejection or waiver is in the ad best interest of the ACSA. The ACSA reserves the right to negotiate with the lowest responsive, responsible bidder should bids exceed available funds. The ACSA shall reject the bid if the bidder is deemed to be a non-responsive, or non-responsible bidder. 2. ASSIGNMENT OF CONTRACT: The Contractor shall not assign their N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-10 Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms rr Contract, nor any part thereof; nor any monies due, or to become due thereunder, without prior written approval of the ACSA. 3. PROTEST OF AWARD OR DECISION TO AWARD: Any bidder who desires to protest the award or decision to award a contract by the ACSA shall submit such protest in writing to the ACSA no later than ten (10) days after public notice of the award or announcement of the decision to award, whichever comes first. No protest shall lie for a claim that the selected bidder is not a responsible bidder. The written protest shall include the basis for the protest and the relief sought. The ACSA shall issue a decision in writing within five (5) days after receipt of the protest stating the reasons for the action taken. This decision shall be final unless the bidder appeals within ten (10) days of the written decision by instituting legal action. Nothing in this paragraph shall be construed to permit a bidder to challenge the validity of the terms or conditions of the solicitation. G. Successful Bidder's Requirements 1. PERFORMANCE BOND, PAYMENT BOND AND INSURANCE: The bidder whose Bid is accepted shall enter into a written contract for the performance of the Work and furnish within 15 days after the date of a written Notice of Award by the ACSA, which has been delivered to such bidder personally or by mail to such bidder at the address given in their Bid, the OW following: (1) a performance bond in an amount equal to 100 percent of the contract sum conditioned on the faithful performance of the contract in strict conformity with the plans, specifications and conditions of the Contract Documents, (2) a payment bond in an amount equal to 100 percent of the contract sum, conditioned upon the prompt and faithful payment of all persons and entities who have and fulfill contracts which are directly with the 11111, Contractor for performing labor or furnishing materials in the prosecution of the work provided for in the Contract Documents, and (3) one or more certificates of insurance evidencing the types and amounts of insurance coverage required to be maintained by the Contractor under the contract documents. 2. CONTRACT SECURITY: If a bidder to whom the contract is awarded refuses or neglects to execute it or fails to furnish the required Performance and Payment Bonds and Insurance within fifteen (15) days of the date of Notice of Award, the amount of the bid security shall be forfeited and shall be retained by the ACSA as liquidated damages, and not as a penalty, since said sum is a fair estimate of the amount of damages to the ACSA. However, no forfeiture under a bid bond shall exceed the difference between the bid for 1101 which the bond was written and the next low bid. In addition, if the bidder to whom the Contract is awarded refuses or neglects to execute it or fails to furnish the required Performance and Payment Bonds rr� N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-1 I Michie Tavern Water Main Replacement Project Instructions to Bidders Albemarle County Service Authority and General Terms and Insurance as herein provided, the award of the contract may be annulled and the contract awarded to the next lowest responsive, responsible bidder and such bidder shall fulfill every stipulation of these documents as if they were the original party to whom it was made; or ACSA may reject all of the bids as its interest may require. Except as provided in the Contract Documents, no plea of mistake in the bid shall be available to the bidder for the recovery of their bid security or as a defense to any action based upon the neglect or refusal to execute a contract. sal Any performance or payment bond required hereunder shall be in the form included in these Contract Documents and shall be executed by a surety company legally authorized to do business as a surety in the Commonwealth "a of Virginia and meeting the requirements stated in Article 14 of the General Conditions. In lieu of a payment or performance bond, the successful bidder may furnish a cash escrow or certified check payable to the order of ACSA. ad 3. SUBCONTRACTORS: No part of the Contract shall be sublet without prior written approval of the ACSA. The bidder shall, prior to execution of the Contract, immediately submit to the ACSA the names of Subcontractors when they propose to employ on the project. 4. ESCROW AGREEMENT: In accordance with Virginia Public Procurement Act, Article 2.2-4334, adopted July 1, 2001, the Contractor shall have fifteen calendar days after notification of award by the ACSA in which to execute ■i and submit to the ACSA an escrow agreement. If the escrow agreement form is not submitted within the fifteen day period, the Contractor shall forfeit their rights to the use of the escrow account procedure. A copy of an escrow >i agreement is included within these contract documents (Section 00850). 5. NOTICE TO PROCEED: The Contractor shall be notified by letter, giving Notice to Proceed, when work may begin under this Contract. Such notice will be issued as determined by the ACSA, but not before receipt and acceptance of the Contractor's Performance and Payment Bonds, Certificate of Insurance, and a fully executed Standard Form of Agreement. i N:\46480-011\Engineering\Specs\100%Sub\00000-Instructions to Bidders.docx August 2015 IB-12 Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority SECTION 00400 BID FORM TO: ALBEMARLE COUNTY SERVICE AUTHORITY FOR: ACSA Project No. 2013-05—Michie Tavern Water Main Replacement Project The undersigned, bidder, proposes to enter into a contract with the ACSA in accordance with the attached documents, to furnish all necessary materials, equipment, machinery, tools, and labor necessary to complete the work described herein. The bidder hereby agrees to commence work under this bid when given the "Notice to Proceed" and to fully complete the contract within 270 consecutive calendar days. The bidder agrees that they will not make any claim for extra compensation should completion of work under the contract be 11101effected in advance of the time specified. The Bidder has carefully examined the site of the Work and that, from his own investigations, has been satisfied as to the nature and location of the Work; the character, quality and quantity of existing materials and all conditions likely to be encountered; the kind and extent of equipment and other facilities needed for the performance of the Work; the general and local conditions; and all other items which reasonably may be expected to affect the Work or its performance. The undersigned, as Bidder, also declares to have carefully examined and fully understand all the component parts of the Contract Documents and agrees to execute the Contract and furnish Performance and Payment Bonds and Insurance, if required by the Contract Documents, and will completely perform the Work in strict accordance with the terms of the Contract Documents for the prices set forth on the following page(s). The bidder agrees that, upon receipt of a "Notice of Award" from the ACSA, they will, within ten (10) days from receipt of such notice, execute the Standard form of Agreement bound herein, and will furnish with the Agreement the following: Certificate of Insurance coverage of all of their operations associated with the project,Performance Bond, and Payment Bond. The bidder understands that the ACSA reserves the right, in the ACSA's sole discretion to reject any or all bids,to waive any informality in any bid, and to accept any bid considered to be advantageous to the ACSA. rr The bidder agrees that this bid shall not be withdrawn for a period of ninety(90) calendar days after the date set for receipt of bids, except as allowed by law. The undersigned, as bidder, hereby declares that the name (or names) of the only person (or persons) interested in this proposal, as principal(or principals), is (are) as herein below set out and that no person other than that (or those) herein below stated has any interest in the proposal, or in the Agreement to be entered into, that this proposal is made without connection with any other person, firm, or corporation making a proposal; and that it is in all respects fair, in good faith, and without collusion or fraud. r�r N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-1 wry Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority ai ALBEMARLE COUNTY SERVICE AUTHORITY MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT oii INSTRUCTIONS: The Bidder shall fill in all blanks providing the following: The Bidder's proposed amount of cost per Unit Price in words; the Bidder's proposed Unit Price in figures; and the Bidder's proposed computed total price in figures, for each Contract Item described below. (The computed total price is obtained by multiplying the Estimated Quantity by the Bidder's Unit Price.) Written amounts shall govern in case of discrepancy between the amounts stated in writing and the amounts stated in figures. In case of discrepancy between unit prices and totals, unit prices will prevail. Refer to Section 01130 for a detailed description of each contract item number. All blanks shall be filled in. a CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN ESTIMATED COMPUTED ITEM No. WORDS QUANTITYUNIT PRICE TOTAL PRICE a Mobilization 1 1 Dollars Lump $ $ 1 and Cents Sum 16" High-Density Polyethylene Casing Pipe and 6" High-Density Polyethylene Water Main 532 2 Dollars L.F. $ $ and Cents a 6"PVC Water Main Installation a 3 Dollars 1,990 $ $ L.F. x and Cents 4"PVC Water Main Installation 939 4 Dollars L.F. $ $ ""I and Cents N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-2 Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority ESTIMATED CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN COMPUTED i.�. ITEM NO. WORDS QUANTITY UNIT PRICE TOTAL PRICE AND UNIT 2"Water Service Connection(WSC) 1 5 Dollars Each $ $ and Cents 1"Water Service Connection (WSC) 1 MID 6 Dollars Each $ $ and Cents 6-inch Dia. Gate Valve with Valve Box 7VIII 3 $ $ Dollars Each "M and Cents ,.,. 4-inch Dia. Gate Valve with Valve Box 8 3 $ $ ,.,. Dollars Each and Cents 1-inch Air Release Valve Assembly 2 9 Dollars Each $ $ and Cents NMI EMI N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-3 { Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority a ESTIMATED CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN COMPUTED QUANTITY UNIT PRICE ITEM No. WORDS AND UNIT TOTAL PRICE Automatic Flushing Assembly 1a 10 Dollars Each $ $ 1 and Cents I Fire Hydrant Assembly 11 Dollars 1 $ $ f Each mi and Cents Tracer Wire Locater Box 12 Dollars 13 $ $ Each and Cents a mai 6"x 6"Tap, Sleeve &Valve 13 Dollars 1 $ $ Each oil and Cents ell Base Stone Aggregate (21A or B) 14 Dollars C Y $ $ and Cents I i Orli N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 a 00400-4 1 Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN ESTIMATED COMPUTED ITEM NO. WORDS QUANTITY UNIT PRICE TOTAL PRICE AND UNIT Asphalt Concrete Base Pavement (BM-25.0) 15 84 $ $ Dollars S.Y. and Cents Asphalt Concrete Surface Course (VDOT SM-9.5A) 16 900 $ $ — Dollars S.Y. and Cents Additional Unclassified Excavation Ordered by the Engineer or �• Inspector 17 Dollars C.Y.S $ $ .. and Cents Additional Concrete—as Directed ®. by the Engineer or Inspector 18 50 $ $ Dollars C.Y. and Cents Additional Select Fill 19 Dollars 50 $ $ and Cents Over-Excavation of Unsuitable ... Subgrade with Porous Refill 20 90 $ $ Dollars C.Y. and Cents rr N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-5 rr I Michie Tavern Water Main Replacement Project Bid Form 1 Albemarle County Service Authority mil CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN ESTIMATED COMPUTED ITEM NO. WORDS QUANTITY UNIT PRICE TOTAL PRICE AND UNIT Abandonment of existing water main 1 21 Dollars Lump $ $ Sum and Cents COMPUTED TOTAL AMOUNT FOR ALL CONTRACT ITEMS (SUM OF CONTRACT ITEMS 1 THROUGH 21) I DOLLARS AND CENTS g. 7 Ioil oil 5 N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-6 1 I Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN ESTIMATED COMPUTED ITEM No. WORDS QUANTITY UNIT PRICE TOTAL PRICE AND UNIT 20" High-Density Polyethylene Casing Pipe and 6"High-Density Add Polyethylene Water Main Alternate 532 $ $ Bid Item Dollars L.F. ••� A-1 and Cents The Bid must be sworn to by the person signing it in one of the following forms: (Form of affidavit where Bidder is an individual) of (City or County) (State or Commonwealth) being duly sworn, deposes and says: That I am the person described in and who executed the foregoing Bid and that the several matters therein stated are in all respects true. (Signature) STATE OF VIRGINIA CITY/COUNTY OF The foregoing instrument was acknowledged before me this day of by Notary Public My Commission Expires: Notary Registration Number: me (SEAL) N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-7 Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority ad (Form of affidavit where Bidder is a partnership) of (City or County) (State or Commonwealth) being duly sworn,deposes and says: That I am a general partner of rrll the partnership described in and which executed the foregoing Bid; that I duly subscribed the name ri of the partnership thereunto on behalf of the partnership; and that the several matters therein stated are in all respects true. I (Signature) STATE OF VIRGINIA CITY/COUNTY OF The foregoing instrument was acknowledged before me this day of by I Notary Public My Commission Expires: Notary Registration Number: ori (SEAL) ad N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-8 Michie Tavern Water Main Replacement Project Bid Form Albemarle County Service Authority (Form of affidavit where Bidder is a corporation) of (City or County) (State or Commonwealth) SIN being duly sworn, deposes and says: That I reside in the City of ;that I am the_ of (Title) (Name of Company) the corporation described in and which executed the foregoing instrument; that I know the seal of the corporation; that the seal affixed to this instrument is such corporate seal and was so affixed by order of the Board of Directors of the corporation; that I signed my name thereto by like order; and .. that I have knowledge of the several matters therein stated and they are in all respects true. (Signature) STATE OF VIRGINIA CITY/COUNTY OF The foregoing instrument was acknowledged before me this day of by Notary Public My Commission Expires: 11111 Notary Registration Number: (SEAL) Y End of Section 00400 MIN INN N:\46480-011\Engineering\Specs\100%Sub\00400-Bid Form.docx August 2015 00400-9 rr J I 1111 [THIS PAGE INTENTIONALLY LEFT BLANK] gill rI •.a 4 94 Michie Tavern Water Main Replacement Project Bid Bond Albemarle County Service Authority SECTION 00430 BID BOND JIM KNOW ALL PERSONS BY THESE PRESENTS: That we the undersigned, as Principal(Bidder), and as Surety, are hereby held and firmly bound unto Albemarle County Service Authority as Obligee (OWNER), in the amount of Dollars ($ ), being five (5) PERCENT OF THE DOLLAR VALUE OF THE BID, for the payment whereof Principal and Surety jointly and severally bind themselves, their heirs, executors, administrators, successors and assigns firmly by these presents. WHEREAS, Principal has submitted a certain Bid attached hereto and hereby made a part hereof to enter into an AGREEMENT, in writing, for the NOW, THEREFORE, THE CONDITIONS OF THIS OBLITATION is such that, if Principal shall not withdraw his Bid during the period of 60 days following the opening of Bids, and if its Bid is accepted, enter into a formal Contract in accordance with the AGREEMENT included as a part of the Contract Documents and that the Performance Bond and the Payment Bond be given, then this obligation shall be void; otherwise it shall remain in full force and effect and the Principal and Surety will be liable to the Obligee for the lesser of: (1)the difference between the Bid for which the Bond was written and the next low Bid, or(2)the face amount of the Bid Bond. The Surety, for value received, hereby stipulates and agrees that the obligations of said — Surety and its Bond shall be in no way impaired or affected by any extension of the time within which OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. N:\46480-011\Engineering\Specs\100%Sub\00430-Bid Bond.docx August 2015 00430-1 irr Michie Tavern Water Main Replacement Project Bid Bond Albemarle County Service Authority IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. di Signed and sealed this day of 20 . oil (Principal) (Seal) s di By: (Name and Title) t (Surety) (Seal) By: ottA Resident Virginia Agent (Attorney-in-Fact) 1 IMPORTANT— Surety companies executing Bonds must be on the Treasury Department's most current list(Circular 570, as amended) and be authorized to transact business in the State where the Project is located. i I END OF SECTION 00430 N:\46480-011\Engineering\Specs\100%Sub410430-Bid Bond.docx August 2015 00430-2 NM Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement .. SECTION 00431 so .. .. ... .. STANDARD FORM OF BIDDER'S QUALIFICATION STATEMENT .. .. a. MIS N MI N M MIN NI:\46480-011\Engineering\Specs\100%Sub\00431-Qualifications Statement.docx August 2015 00431-1 .r dart. Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement ,ii Note: If you have filed a Qualification Statement within the past 180 days, only answer question numbers 1 and 14 through 25. QUALIFICATION STATEMENT a Submitted by ) ❑ A Corporation ) ❑ A Co-partnership "li ) ❑ An Individual Principal Office The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all interrogatories hereinafter made I 1. Have you filed a Qualification Statement within the past 180 days? 2. How many years has your organization been in business as a general contractor under your present business name? 3. How many years' experience in the construction of work similar to that outlined in the Contract Documents has your organization had: (a) As a General Contractor (b) As a Sub-Contractor 4. Corporation or co-partnership information: If a corporation, answer this: If a co-partnership, answer this: lei When incorporated Date of organization In what State a President's Name State whether partnership is a general, Vice-President's Name limited or association Secretary's Name Treasurer's Name Name and address of partners: 4 N:\46480-011\Engineering\Specs\100%Sub\00431-Qualifications Statement.docx August 2015 a 00431-2 -4 to. Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement 5. List the construction projects your organization has under way on this date: Contract Amount Class of Work Percent Completed Name and Address of Owner or Contracting Officer MIN ails 6. List projects your organization has completed in past three years: 1111 Contract Amount Class of Work When Completed Name and Address of Owner Use blank sheet if additional space is needed. aim 7. Have you ever failed to complete any work awarded to you? If so, where and why? NW N:\46480-011\Engineering\Specs\100%Sub\00431-Qualifications Statement.docx August 2015 00431-3 rr gr.rrr ri Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement 8. Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction contract? fri If so, state name of individual, other organization and reason therefore: mil 9. Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name? If so, state name of individual, name of Owner and reason therefore: 10. In what other lines of business are you financially interested? mi 11. Give the names and addresses of all banks with whom you have done business during the past five years. so mi 12. Give the names and addresses of all surety companies with whom you have done business during the last five years. mi N:\46480-011\Engineering\Specs\100%Sub100431-Qualifications Statement.docx August 2015 00431-4 Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement 13. What is the construction experience of the principal individuals of your organization? Individual Present Position Years of Magnitude In What Name or Office Construction and Type of Capacity Experience Work tea aft 14. In what manner have you inspected this proposed work? Explain in detail. NMI 15. Explain your plan or lay out for performing the proposed work. 16. The work, if awarded to you, will have the personal supervision of whom? 17. Do you intend to sublet any other portions of the work? If so, state amount of sub-contract, and, if known, the name and address of the sub- contractor, amount and type of his equipment and fmancial responsibility 18. From which sub-contractors or agents do you expect to require a bond? 91111111 N:\46480-011\Engineering\Specs\100%Sub\00431-Qualifications Statement.docx August 2015 00431-5 Iwo Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement 19. What equipment do you own that is available for the proposed work? Quantity Item Description, Size, Condition Years of Present ad Capacity, Etc. Service Location r ai nil mili 20. What equipment do you intend to purchase for use on the proposed work, should the contract be awarded to you? Quantity Item Description, Size, Capacity, Approximate Cost Etc. mi a a 21. How and when will you pay for the equipment to be purchased? rri 22. Do you propose to rent any equipment for this work? If so, state type, quantity and reasons for renting ai 23. Have you made contracts or received firm offers for all materials within prices used in preparing your proposal? 24. It is required that the Standard Form of Contractor's Financial Statement be filed with this r Statement. Have you done so? N:\46480-011\Engineering\Specs\100%Sub\00431-Qualifications Statement.docx August 2015 00431-6 Michie Tavern Water Main Replacement Project Bidder's Qualifications Albemarle County Service Authority Statement Dated at ,.,, this day of ... Name of Organization By NSW Title of Person Signing STATE OF ) �— COUNTY OF ) (SEAL) being duly sworn deposes and says that he is of Title Name of Organization and that the answers to the foregoing questions and all statements therein contained are true and correct. STATE OF VIRGINIA CITY/COUNTY OF ... The foregoing instrument was acknowledged before me this day of , 20 by Notary Public My commission expires: Notary Registration Number: END OF SECTION 00431 err N:\46480-011\Engineering\Specs\100%Sub\00431-Qualifications Statement.docx August 2015 00431-7 ar oii mil oil sit el [THIS PAGE INTENTIONALLY LEFT BLANK] oil rri 001 ,ri rri 1011 S Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority SECTION 00432 .w STANDARD FORM OF CONTRACTOR'S FINANCIAL STATEMENT OMNI )❑ An Individual r. Submitted by )❑ A Co-partnership )❑ A Corporation With principal office at To Condition at close of business , 20 N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-1 mismwasissartsr Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority Condition at close of business 20 ASSETS DOLLARS 0 1. Cash(a)On Hand$ (b)In bank$ (c) Elsewhere$ Notes receivable: (b)Due within 90 days (b)Due after 90 days --_— (c)Past due --_ ___________ -- — -_ 3. Accounts receivable from completed contracts,exclusive of claims not approved for payment11111 _ _ —_ _ 4. Sums earned on uncompleted contracts as shown by Engineer's or Architect's estimate (a) Amount receivable after deducting retainage _______________________ _— _ (b) Retainage to date,due upon completion of contracts -- —— ---_-- 5. Accounts receivable from source other than construction contracts -----_— _— 6. Deposits for bids or other guarantees: (a) Recoverable within 90 days(b) Recoverable after 90 days 7. Interest accrued on loans,securities,etc __--__— _ 8. _---- 8. Real estate: (a)Used for business purposes (b)Not used for business purposes 9. Stocks and bonds: (a)Listed-present market value (b)Unlisted-present value 10. Materials in stock not included in Item 4: (a)For uncompleted contracts(present value) (b)Other materials(present value) - 11. Equipment,book value — — lla 12. Furniture and Fixtures,book value __-- _—__ 13. Other assets Total assets LIABILITIES __-- S 1. Notes payable: (a)To banks regular (b)To banks for certified checks __ -___ (c)To others for equipment obligations (d)To others exclusive of equipment obligations —_— __--_—_ 2.*Accounts Payable: (a)Not past due --__--_ ----___---__--__— (b)Past due - — ----- — 3. Real estate encumbrances 4. Other liabilities 5. Reserves --- — —— —-- — -- — 6. Capital stock paid up (a)Column ... — — -------- --- (b)Common — ------ -------——-- (c)Preferred —_---- ___-- --_----_---- (d)Preferred 7. Surplus(net worth)Earned$ Unearned$ ---_—_--- _— __ Total Liabilities _ CONTINGENT LIABILITIES — — 5 1. Liability on notes receivable,discounted or sold 2. Liability on accounts receivable,pledged,assigned or sold —-- _---__--_ — 3. Liability as Bondsman —_—_--_ --___--__ 111. 4. Liability as guarantor or contracts or on accounts of others 5. Other contingent liabilities Total Contingent Liabilities a N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-2 Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority DETAILS RELATIVE TO ASSETS *List separately each item amounting to 10 percent or more of this total and combine the remainder. 1* (a)on hand $ CASH (b)deposited in banks named below (c)elsewhere-(state where) NAME OF BANK LOCATION DEPOSIT IN NAME OF AMOUNT rr 2* (a)due within 90 days $ Notes Receivable (b)due after 90 days (c)past due ISM RECEIVABLE FROM: NAME AND ADDRESS FOR WHAT DATE OF HOW SECURED AMOUNT MATURITY OWN Have any of the above been discounted or sold? If so,state amount,to whom,and reason owl Accounts receivable from completed contracts exclusive of claims not approved for payment MIK 3* $ NAME AND ADDRESS OF OWNER NATURE OF AMOUNT OF AMOUNT - CONTRACT CONTRACT RECEIVABLE NMI 101 Have any of the above been assigned,sold or pledged? If so,state amount,to whom,and reason air N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-3 arms. Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority Sums earned on uncompleted contracts,as shown by engineer's or architect's estimate: 4 (a)Amount receivable after deducting retainage (b)Retainage to date due upon completion of contract - DESIGNATION OF CONTRACT AND AMOUNT OF AMOUNT AMOUNT RETAINAGE AMOUNT EX- NAME AND ADDRESS OF OWNER CONTRACT EARNED RECEIVED CLUSIVE OF RETAINAGE WHEN AMOUNT ei DUE NI Have any of the above been sold,assigned,or pledged? If so,state amount,to whom,and reason 5* Accounts receivable not from construction contractsOil $ RECEIVABLE FROM: NAME AND ADDRESS FOR WHAT WHEN DUE AMOUNT What amount,if any,is past due$ eii $ 6 Deposits with bids or otherwise as guarantees $ DEPOSITED WITH: NAME AND ADDRESS FOR WHAT WHEN RECOVERABLE AMOUNT 111 N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-4 Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority ... ^ Interest accrued on loans,securities,etc. $ ON WHAT ACCRUED TO BE PAID WHEN AMOUNT AM 8 Real Estate (a)Used for business purposes $ Book Value (b)Not used for business purposes •• DESCRIPTION OF PROPERTY IMPROVEMENTS TOTAL BOOK VALUE NATURE OF BOOK VALUE IMPROVEMENTS 1. 2. �+ 3. 4. LOCATION HELD IN WHOSE NAME ASSESSED AMOUNT OF VALUE ENCUMBRANCES 1. wr 2. 3. - 4. tor INN N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-5 4 Id Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority a 9 Stocks and Bonds: (a)Listed-present market value $ (b)Unlisted-present value LAST INT. OR DIV. PRESENT DESCRIPTION ISSUING PAID FAIR MARKET QUAN- AMOUNT COMPANY VALUE VALUE TITY DATE % 1. 2. 3. WHO HAS POSSESSION IF ANY ARE PLEDGED OR IN ESCROW,STATE FOR WHOM AND REASON AMOUNT PLEDGED OR IN ESCROW 1. 2. 3. 1 0 Materials in stock and not included in Item 4,Assets: (a)For use on uncompleted contracts(present value) $ (b)Other materials(present value) $ PRESENT VALUE DESCRIPTION OF MATERIAL QUANTITY FOR UNCOMPLETED OTHER MATERIALS CONTRACT Mil ilk N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-6 Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority ,,•, 11* Equipment at book value $ QUANTITY DESCRIPTION AND CAPACITY AGE OF ITEMS PURCHASE DEPRECIATION BOOK VALUE OF ITEMS PRICE CHARGED OFF or Are there any liens against the above? If so,state total amount 12 Furniture and fixtures at book value $ 13 Other assets $ VIM DESCRIPTION Amount Ole TOTAL ASSETS ONE VIM rr r.. •rr N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-7 Are rr. Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority rri DETAILS RELATIVE TO LIABILITIES *Include all amounts owing sub-contractors for all work in place and accepted on completed and uncompleted contracts including retainage. (a)To banks,regular $ 1 (b)To banks for certified checks Notes Payable (c)To others for equipment obligations (d)To others exclusive of equipment obligations TO WHOM: NAME AND ADDRESS WHAT SECURITY WHEN DUE AMOUNT wi 2* Accounts Payable (a)Not past due $ (b)Past due TO WHOM: NAME AND ADDRESS FOR WHAT DATE PAYABLE AMOUNT rW i Real Estate encumbrances(See Item 8,Assets) $ 4 Other Liabilities $ .1 DESCRIPTION AMOUNT 4 5 Reserves $ r11 INTEREST INSURANCE BLDGS.& PLANT DEPT TAXES BAD DEBTS FIXT. $ $ $ $ $ $ $ $ rrlf N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-8 Orli INIMI Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority DETAILS RELATIVE TO LIABILITIES 6 Capital Stock paid up(a)Common $ (b)Preferred sim 7 Surplus: $ $ ME TOTAL LIABILITIES $ If a corporation,answer this: If a co-partnership,answer this: "w' Capital paid in cash,$ Date of organization When incorporated In what State State whether partnership is general,limited or association President's name "I Vice-President's name Secretary's name Treasurer's name ow Name and address of partners: e.. .. The undersigned hereby declares: that the foregoing is a true statement of the financial condition of the individual, co-partnership or corporation herein first named, as of the date herein first given; that this statement is for .. the express purpose of inducing the party to whom it is submitted to award the submitted a contract; and that any depository, vendor or other agency herein named is hereby authorized to supply such party with any .. information necessary to verify this statement. NOTE: A co-partnership must give firm name and signatures of all ... partners. A corporation must give full corporate name, signature of official and affix corporate seal. IIIIII MS am N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-9 Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority 11111 AFFIDAVIT FOR INDIVIDUAL being duly sworn, deposes and says that the foregoing financial statement, taken from his books, is a true and accurate statement of his financial condition as of the date thereof and that the answers to the foregoing interrogatories are true. mei (Applicant must also sign here) a STATE OF VIRGINIA CITY/COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 by r mil Notary Public My Commission Expires: rr Notary Registration Number: r (SEAL) a NI N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-10 r ma Michie Tavern Water Main Replacement Project Contractor's Financial Statement Albemarle County Service Authority No AFFIDAVIT FOR CO-PARTNERSHIP r. being duly sworn, deposes and says that a member of the firm of ; that they are familiar with the books '" of the said firm showing its financial condition; that the foregoing fmancial statement, taken from the books of the said firm, is a true and accurate statement of the fmancial condition of the said firm as of the date thereof and that the answers to the foregoing interrogatories are true. NM IBIS (All members of firm must also sign here) STATE OF VIRGINIA CITY/COUNTY OF ..S The foregoing instrument was acknowledged before me this day of , 20 by . MI Notary Public .. My commission expires: Nil Notary Registration Number: NW .. (SEAL) .. IMO MN N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-11 .. Michie Tavern Water Main Replacement Project Contractor's Financial Statement 1 Albemarle County Service Authority AFFIDAVIT FOR CORPORATION being duly sworn, deposes and says that he is of the the corporation described in and which executed the foregoing statement; that he is familiar with the books of the said corporation showing its financial condition; that the foregoing financial statement, taken from NI the books of the said corporation, is a true and accurate statement of the financial condition of said corporation as of the date thereof and that the answers to the foregoing interrogatories are true. (Signature of Applicant) "'r (Title of Applicant) viii STATE OF VIRGINIA CITY/COUNTY OF . rri The foregoing instrument was acknowledged before me this day of , 20 by Notary Public My commission expires: Notary Registration Number: (SEAL) END OF SECTION 00432 si N:\46480-011\Engineering\Specs\100%Sub\00432-Contractors Financial Statement.docx August 2015 00432-12 Michie Tavern Water Main Replacement Project Receipt of Addenda Albemarle County Service Authority SECTION 00490 RECEIPT OF ADDENDA As a matter of convenience at the opening of bids, the Bidder is requested to acknowledge below the numbers of the Addenda received. Failure of any bidder to receive any addenda or interpretation shall not relieve said bidder from any obligation under their proposal as submitted. This form should be included in the bid submittal. The undersigned bidder has received the following addenda: Addendum Number Date INN IMP (Name of Bidder) IMO By (Signature) .., (Printed Name and Title) inp END OF SECTION 00490 N:\46480-011\Engineering\Specs\100%Sub\00490-Receipt of Addenda.docx August 2015 00490-1 aim awry► ri 1111 11111 lid [THIS PAGE INTENTIONALLY LEFT BLANK] rri rri I mai ri ri mai Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price SECTION 00500 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is by and between the Albemarle County Service Authority(ACSA) (hereinafter called OWNER) and[Name ofBiddef] (hereinafter called CONTRACTOR). NMI OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 —WORK A. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: 1. Clearing and grubbing along roadway or easement. ... 2. Furnish and install 16" HDPE casing and 6"HDPE water carrier pipe. 3. Furnish and install 6", 4"PVC water pipe. 4. Furnish and install 6" and 4"valves. .� 5. Furnish and install fire hydrants, air release valves, water services, and automatic flushing system. 6. Locate and connect to existing water main. ,., 7. Abandon existing water main. 8. Restoration of all easements, yards, parking lot. 9. Place asphalt pavement according to VDOT specifications. 10. Testing of all water pipe and all appurtenances. 11. Disinfection of water main. 12. Any incidental work to complete project. Ulf ARTICLE 2—THE PROJECT JIM 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: ACSA Project No. 2013-05 —Michie Tavern Water Main Replacement Project ARTICLE 3 —ENGINEER N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-1 ter.. Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Ownermai Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 3.01 The Director of Engineering for the Albemarle County Service Authority is hereinafter called ENGINEER and is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4—CONTRACT TIMESirti 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed within 240 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the Standard General Conditions, and completed and ready for fmal payment in accordance with paragraph 14.07 of the Standard General Conditions within 270 calendar days after the date when the Contract Times commence to run. 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the Standard General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that sti as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $500 for each day that expires after the time specified in paragraph 4.02 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR, shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR, shall pay OWNER $500 for each day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for final payment. el ARTICLE 5—CONTRACT PRICE N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-2 1 Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 5.01. OWNER shall pay CONTRACTOR for completion of all the Work at the prices stated in the CONTRACTOR'S bid, attached hereto as an exhibit. As provided in paragraph 11.03 of the Standard General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINNER as provided in paragraph 9.08 of the Standard General Conditions. Unit prices have been computed as provided in paragraph 11.03 of the Standard General Conditions. N■ ARTICLE 6—PAYMENT PROCEDURES MIN 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with ■" Article 14 of the Standard General Conditions. Applications for Payment will be processed by OWNER as provided in the Standard General Conditions. ■■ 6.02 Progress Payments; Retainage A. OWNER shall make progress payments on account of the Contract Price on ■■ the basis of CONTRACTOR's Applications for Payment on or about the 30th day of each month during performance of the Work as provided in paragraphs 6.02.A.1 and 6.02.A.2. All such payments will be measured by the schedule •■ of values established in paragraph 2.07.A of the Standard General Conditions (and in the case of Unit Price Work based on the number of units completed). B. OWNER shall handle retainage as follows: 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, in accordance with paragraph 14.02 of the Standard General Conditions: a. 95% of Work completed(with the balance being retainage). ■,, b. 95% of cost of materials and equipment not incorporated in the Work(with the balance being retainage). 2. Upon Substantial Completion, OWNER shall pay an amount sufficient w to increase total payments to CONTRACTOR to 95% of the Work completed, less such amounts as ENGINEER shall determine in accordance with paragraph 14.02.B.5 of the Standard General Conditions and less 100% of ENGINEER's estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. ■■ N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-3 rr Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner .i Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the Standard General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided 'a in said paragraph 14.07. ARTICLE 7—INTEREST 7.01 It is the option of the CONTRACTOR to establish an escrow account for deposit of retained funds. Forms and requirements to establish such an account are available from the OWNER upon request. Funds retained, but not so deposited, will not be subject to accrued interest. ARTICLE 8—CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR ++ makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied rri as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. rli C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, mil investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto. E. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the mil N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-4 4 iss Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. F. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. G. CONTRACTOR has correlated the information known to CONTRACTOR, MIN information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. H. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents ..f A. The Contract Documents include the following: 1. This Agreement (pages 1 to , inclusive); 2. Performance Bond(pages to , inclusive); 3. Payment Bond(pages to , inclusive); 4. Standard General Conditions (pages to , inclusive); 5. Supplementary Conditions (pages to , inclusive); 6. Specifications as listed in the Table of Contents of the Project Manual; 7. Drawings consisting of a cover sheet and sheets numbered 1 through 9, inclusive, with each sheet bearing the following general title: Michie Tavern Water Main Replacement Project — ACSA Project No. 2013-05; 8. All addenda(numbers to inclusive); 9. Exhibits to this Agreement (enumerated as follows): a. CONTRACTOR's Bid(as provided in Section 00400, inclusive); .. b. Certificate of Insurance; 10. The following which may be delivered or issued on or after the Effective Date of the Agreement are not attached hereto: NMI N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-5 ,r. '1 Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price a. Written Amendments b. Work Change Directives c. Change Order(s) d. Notice to Proceed B. The documents listed in paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.04 of the Standard General Conditions. U ARTICLE 10—MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the Standard General Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Agreement will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, rW moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any oil written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the ril intention of the stricken provision. N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-6 Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 10.05 Other Provisions IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. MIN This Agreement will be effective on [Date of Agreement], which is the Effective Date of the Agreement. OWNER: CONTRACTOR: IMO Albemarle County Service Authority [Contractor] By: By: [CORPORATE SEAL] [CORPORATE SEAL] Attest Attest " Address for giving notices: Address for giving notices: 168 Spotnap Road (Contractors Name) Charlottesville, Virginia 22911 (Contractors Address) (If OWNER is a corporation, attach Va. Contractor's Registration No.: evidence of authority to sign. If OWNER is a public body, attach evidence of authority to sign and Agent for Service of Process: resolution or other documents authorizing execution of OWNER— CONTRACTOR Agreement). (If CONTRACTOR is a corpora- '.. tion or a partnership, attach evidence of authority to sign). air N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-7 ■r al Michie Tavern Water Main Replacement Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price Designated Representatives: Designated Representatives: Name: Jeremy M. Lynn, P.E. Name: Title: Senior Civil Engineer Title: Address: 168 Spotnap Road Address: Charlottesville, Virginia 22911 Phone: (434) 977-4511 ext. 114 Phone: Facsimile: (434)-979-0698 Facsimile: .ri gii END OF SECTION 00500 red N:\46480-011\Engineering\Specs\100%Sub\00500-Standard Form Agreement.docx August 2015 00500-8 Michie Tavern Water Main Replacement Project Performance Bond Albemarle County Service Authority SECTION 00600 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY (Name and Address of Principal Place of Business): OWNER(Name and Address): CONTRACT Date: Amount: Description(Name and Location): BOND Date (Not earlier than Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. CONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Seal) Company: (Corp. Seal) Signature: Signature: Name and Title: Name and Title: (Attach Power of Attorney) (Space is provided below for signatures of additional parties, if required.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Seal) Company: (Corp. Seal) Signature: Signature: Name and Title: Name and Title: EJCDC No. 1910-28-A (1996 Edition) Originally prepared through the joint efforts of the Surety Association of America, Engineers Joint Contract Documents Committee, the Associated General Contractors of America, and the American Institute of Architects. N:\46480-011\Engineering\Specs\100%Sub\00600-Performance Bond.doc August 2015 00600-1 Ili Michie Tavern Water Main Replacement Project Performance Bond i Albemarle County Service Authority mi 1. The CONTRACTOR and the Surety,jointly and severally,bind themselves,their heirs, 6. After the OWNER has terminated the CONTRACTOR's right to complete the Contract,and executors,administrators,successors and assigns to the Owner for the performance of the if the Surety elects to act under paragraph 4.1,4.2,or 4 3 above,then the responsibilities of -'3 Contract,which is incorporated herein by reference. the Surety to the OWNER shall not be greater than those of the CONTRACTOR under the i Contract,and the responsibilities of the OWNER to the Surety shall not be greater than those ill 2 If the CONTRACTOR performs the Contract,the Surety and the CONTRACTOR have no of the OWNER under the Contract. To a limit of the amount of this Bond,but subject to obligation under this Bond,except to participate in conferences as provided in paragraph 3.1. commitment by the OWNER of the Balance of the Contract Price to mitigation of costs and damages on the Contract,the Surety is obligated without duplication for: .# 3. If there in no OWNER Default,the Surety's obligation under this Bond shall arise after: 6.1.The responsibilities of the CONTRACTOR for correction of defective Work and al 3.1.The OWNER has notified the CONTRACTOR and the Surety at the addresses completion of the Contract; described in paragraph 10 below,that the OWNER is considering declaring a CONTRACTOR Default and has requested and attempted to arrange a 6.2.Additional legal, design professional and delay costs resulting from the conference with the CONTRACTOR and the Surety to be held not later than CONTRACTOR's Default,and resulting from the actions or failure to act of the fifteen days after receipt of such notice to discuss methods of performing the Surety under paragraph 4;and Contract. If the OWNER, the CONTRACTOR and the Surety agree, the il CONTRACTOR shall be allowed a reasonable time to perform the Contract,but 6.3.Liquidated damages,or if no liquidated damages are specified in the Contract,actual such an agreement shall not waive the OWNER's right,if any,subsequently to damages caused by delayed performance or non-performance of the 'f declare a CONTRACTOR Default;and CONTRACTOR. a 4 3.2.The OWNER has declared a CONTRACTOR Default and formally terminated the 7 The Surety shall not be liable to the OWNER or others for obligations of the Mil CONTRACTOR's right to complete the Contract. Such CONTRACTOR Default CONTRACTOR that are unrelated to the Contract,and the Balance of the Contract Price shall shall not be declared earlier than twenty days after the CONTRACTOR and the not be reduced or set off on account of any such unrelated obligations. No right of action Surety have received notice as provided in paragraph 3.1;and shall accrue on this Bond to any person or entity other than the OWNER or its heirs, executors,administrators,or successors. 3.3.The OWNER has agreed to pay the Balance of the Contract Price to: illi 8. The Surety hereby waives notice of any change,including changes of time,to the 3.3.1. The Surety in accordance with the terms of the Contract; Contract or to related subcontracts,purchase orders and other obligations. 3.3.2 Another contractor selected pursuant to paragraph 4.3 to perform the 9. Any proceeding, legal or equitable, under this Bond may be instituted in any court of Contract. competent jurisdiction in the location in which the Work or part of the Work is located and a shall be instituted within two years after CONTRACTOR Default or within two years after the id 4. When the OWNER has satisfied the conditions of paragraph 3,the Surety shall promptly CONTRACTOR ceased working or within two years after the Surety refuses or fails to perform and at the Surety's expense take one of the following actions: its obligations under this Bond,whichever occurs first. If the provisions of this paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense `. 4.1.Arrange for the CONTRACTOR, with consent of the OWNER, to perform and in the jurisdiction of the suit shall be applicable. complete the Contract;or iii 10 Notice to the Surety,the OWNER or the CONTRACTOR shall be mailed or delivered to 4.2.Undertake to perform and complete the Contract itself,through its agents or through the address shown on the signature page. independent contractors;or 1I 11. When this Bond has been fumished to comply with a statutory or other legal requirement 4.3.Obtain bids or negotiated proposals from qualified contractors acceptable to the in the location where the Contract was be performed,any provision in this Bond conflictingillii OWNER for a contract for performance and completion of the Contract,arrange with said statutory or legal requirement shall be deemed deleted here from and provisions for a contract to be prepared for execution by the OWNER and the contractor conforming to such statutory or other legal requirement shall be deemed incorporated herein. selected with the OWNER's concurrence,to be secured with performance and The intent is that this Bond shall be construed as a statutory bond and not as a common law + payment bonds executed by a qualified surety equivalent to the Bonds issued on bond. the Contract,and pay to the OWNER the amount of damages as described in 4 paragraph 6 in excess of the Balance of the Contract Pnce incurred by the 12. Definitions. NI OWNER resulting from the CONTRACTOR Default;or 12.1 Balance of the Contract Price:The total amount payable by the OWNER to the 4.4.Waive its right to perform and complete,arrange for completion,or obtain a new CONTRACTOR under the Contract after all proper adjustments have been .* contractor and with reasonable promptness under the circumstances; made,including allowance to the CONTRACTOR of any amounts received or to 'i be received by the OWNER in settlement of insurance or other Claims for Mil 4.4.1 After investigation,determine the amount for which it may be liable to damages to which the CONTRACTOR is entitled,reduced by all valid and proper the OWNER and, as soon as practicable after the amount is payments made to or on behalf of the CONTRACTOR under the Contract. determined,tender payment therefor to the OWNER;or 4 12.2. Contract: The agreement between the OWNER and the CONTRACTOR _ 4.4.2 Deny liability in whole or in part and notify the OWNER citing reasons identified on the signature page,including all Contract Documents and changesiii therefor. thereto. 5. If the Surety does not proceed as provided in paragraph 4 with reasonable promptness,the 12.3 CONTRACTOR Default:Failure of the CONTRACTOR,which has neither been Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional remedied nor waived,to perform or otherwise to comply with the terms of the written notice from the OWNER to the Surety demanding that the Surety perform its Contract. obligations under this Bond, and the OWNER shall be entitled to enforce any remedy Mid available to the OWNER. If the Surety proceeds as provided in paragraph 4.4, and the 12.4. OWNER Default:Failure of the OWNER,which has neither been remedied nor OWNER refuses the payment tendered or the Surety has denied pliability,in whole or in part, waived,to pay the CONTRACTOR as required by the Contract or to perform and without further notice the OWNER shall be entitled to enforce any remedy available to the complete or comply with the other terms thereof. 1 OWNER. tliii id (FOR INFORMATION ONLY--Name,Address and Telephone) AGENT or BROKER:OWNER'S REPRESENTATIVE(Engineer or other party) fl _1 N:\46480-011\Engineering\Specs\100%Sub\00600-Performance Bond.doc August 2015 00600-2 MIN Michie Tavern Water Main Replacement Project Payment Bond Albemarle County Service Authority IMP SECTION 00610 Construction Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY (Name and Principal Place of Business): 011ie OWNER(Name and Address): CONTRACT .. Date: Amount: Description(Name and Location): BOND Date(Not earlier than Construction Contract Date): .,� Amount: Modifications to this Bond Form: MINI CONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Seal) Company: (Corp. Seal) Signature: Signature: Name and Title: Name and Title: CONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Seal) Company: (Corp. Seal) Signature: Signature: Name and Title: Name and Title: EJCDC No. 1910-28-B (1996 Edition) IOW Originally prepared through the joint efforts of the Surety Association of America, Engineers Joint Contract Documents Committee, the Associated General Contractors of America, the American Institute of Architects, the American Subcontractors Association, and the Associated Specialty Contractors WIN — N:\46480-011\Engineering\Specs\100%Sub\00610-Construction Payment Bond.doc August 2015 00610-1 matork •1 Ili Michie Tavern Water Main Replacement Project Payment Bond Albemarle County Service Authority el 1. The CONTRACTOR and the Surety,jointly and severally,bind themselves,their 8. Amounts owed by the OWNER to the CONTRACTOR under the Contract shall be heirs,executors,administrators, successors and assigns to the OWNER to pay for used for the performance of the Contract and to satisfy claims, if any, under any $ labor,materials and equipment furnished for use in the performance of the Contract, Performance Bond. By the CONTRACTOR furnishing and the OWNER accepting which is incorporated herein by reference. this Bond,they agree that all funds earned by the CONTRACTOR in the performance r of the Contract are dedicated to satisfy obligations of the CONTRACTOR and the lor 2. With respect to the OWNER, this obligation shall be null and void if the Surety under this Bond, subject to the OWNER's priority to use the funds for the CONTRACTOR: completion of the Work. 2.1. Promptly makes payment,directly or indirectly,for all sums due Claimants, 9. The Surety shall not be liable to the OWNER,Claimants or others for obligations x II and of the CONTRACTOR that are unrelated to the Contract. The OWNER shall not be liable for payment of any costs or expenses of any Claimant under this Bond,and shall 2.2. Defends, indemnifies and holds harmless the OWNER from all claims, have under this Bond no obligations to make payments to,give notices on behalf of,or m demands, liens or suits by any person or entity who furnished labor, otherwise have obligations to Claimants under this Bond. materials or equipment for use in the performance of the Contract,provided , the OWNER has promptly notified the CONTRACTOR and the Surety(at 10. The Surety hereby waives notice of any change,including changes of time,to the the addresses described in paragraph 12)of any claims,demands,liens or Contract or to related Subcontracts,purchase orders and other obligations. suits and tendered defense of such claims,demands,liens or suits to the g CONTRACTOR and the Surety, and provided there is no OWNER 11. No suit or action shall be commenced by a Claimant under this Bond other than in Default. a court of competent jurisdiction in the location in which the Work or part of the Work flii is located or after the expiration of one year from the date(1)on which the Claimant 3. With respect to Claimants, this obligation shall be null and void if the gave the notice required by paragraph 4.1 or paragraph 4.2.3,or(2)on which the last CONTRACTOR promptly makes payment,directly or indirectly,for all sums due. labor or service was performed by anyone or the last materials or equipment were ig furnished by anyone under the Construction Contract,whichever of(1)or(2)first 4. The Surety shall have no obligation to Claimants under this Bond until: occurs. If the provisions of this paragraph are void or prohibited by law,the minimum ild period of limitation available to sureties as a defense in the jurisdiction of the suit shall 4.1. Claimants who are employed by or have a direct contract with the be applicable. CONTRACTOR have given notice to the Surety(at the addresses described I in paragraph 12)and sent a copy,or notice thereof,to the OWNER,stating 12. Notice to the Surety,the OWNER or the CONTRACTOR shall be mailed or that a claim is being made under this Bond and,with substantial accuracy, delivered to the addresses shown on the signature page. Actual receipt of notice by Si the amount of the claim. Surety, the OWNER or the CONTRACTOR, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature 4.2. Claimants who do not have a direct contract with the CONTRACTOR: page. Jg 1. Have furnished written notice to the CONTRACTOR and sent a copy, 13. When this Bond has been furnished to comply with a statutory or other legal Id or notice thereof, to the OWNER, within 90 days after having last requirement in the location where the Contract was to be performed,any provision in performed labor or last fumished materials or equipment included in the this Bond conflicting with said statutory or legal requirement shall be deemed deleted claim stating,with substantial accuracy,the amount of the claim and the herefrom and provisions conforming to such statutory or other legal requirement shall S name of the party to whom the materials were furnished or supplied or be deemed incorporated herein. The intent is,that this Bond shall be construed as a 3 for whom the labor was done or performed;and statutory Bond and not as a common law bond. ref 2. Have either received a rejection in whole or in part from the 14. Upon request of any person or entity appearing to be a potential beneficiary of CONTRACTOR,or not received within 30 days of furnishing the above this Bond,the CONTRACTOR shall promptly furnish a copy of this Bond or shall notice any communication from the CONTRACTOR by which the permit a copy to be made. CONTRACTOR had indicated the claim will be paid directly or Nil indirectly;and 15. DEFINITIONS 3. Not having been paid within the above 30 days,have sent a written 15.1. Claimant: An individual or entity having a direct contract with the 4i i notice to the Surety and sent a copy,or notice thereof,to the OWNER, CONTRACTOR or with a Subcontractor of the CONTRACTOR to furnish stating that a claim is being made under this Bond and enclosing a copy labor,materials or equipment for use in the performance of the Contract. ill of the previous written notice furnished to the CONTRACTOR. The intent of this Bond shall be to include without limitation in the terms "labor,materials or equipment"that part of water,gas,power,light,heat, 5. If a notice required by paragraph 4 is given by the OWNER to the oil,gasoline,telephone service or rental equipment used in the Contract, CONTRACTOR or to the Surety,that is sufficient compliance. architectural and engineering services required for performance of the Work of the CONTRACTOR and the CONTRACTOR's Subcontractors, Illii 6. When the Claimant has satisfied the conditions of paragraph 4,the Surety shall and all other items for which a mechanic's lien may be asserted in the promptly and at the Surety's expense take the following actions: jurisdiction where the labor,materials or equipment were furnished. S 6.1. Send an answer to the Claimant,with a copy to the OWNER,within 45 15.2. Contract:The agreement between the OWNER and the CONTRACTOR r ll days after receipt of the claim,stating the amounts that are undisputed and identified on the signature page, including all Contract Documents and the basis for challenging any amounts that are disputed. changes pthereto. 15.3. OWNER Default:Failure of the OWNER,which has neither been remedied 6.2. Pay or arrange for payment of any undisputed amounts. '^ nor waived,to pay the CONTRACTOR as required by the Contract or to N 7. The Surety's total obligation shall not exceed the amount of this Bond,and the perform and complete or comply with the other terms thereof. amount of this Bond shall be credited for any payments made in good faith by the Surety. Ili I (FOR INFORMATION ONLY—(Name,Address and Telephone) r• AGENCT or BROKER: OWNER's REPRESENTATIVE(Engineer or other party): i N:\46480-011\Engineering\Specs\100%Sub\00610-Construction Payment Bond.doc August 2015 Ili 00610-2 rli NNW Michie Tavern Water Main Replacement Project Certificate of Insurance Albemarle County Service Authority fill SECTION 00620 CERTIFICATE OF INSURANCE NMI NMI * Attach Certificate of Insurance Hereto. Coverage shall comply with the requirements of SECTION 00800—Supplemental Conditions IMMO END OF SECTION 00620 IMMO NMI UMW rrr N:\46480-011\Engineering\Specs\100%Sub\00620-Cert.of Insurance.docx August 2015 00620-1 4T. 4 7 [THIS PAGE INTENTIONALLY LEFT BLANK] aii Il ll Michie Tavern Water Main Replacement Project Notice of Award Albemarle County Service Authority vaw SECTION 00630 NOTICE OF AWARD Dated: [Date of A ward] TO: [Contractor's Name] ADDRESS: [Contractor's Address] PROJECT: ACSA Project No. 2013-05—Michie Tavern Water Main Replacement Project You are notified that your bid, dated[Contractor's Bid Date], for the above Project has been considered. You are the apparent successful bidder and have been awarded a contract for: "' ACSA Project No. 2013-05—Michie Tavern Water Main Replacement Project The Contract Price of your Contract is: $ [Total Contract Price] IMP Three copies of the Standard Form of Agreement and Contract Drawings accompany this Notice of Award. You must comply with the following conditions within fifteen days of the date of this Notice of Award: 1. Deliver to the ACSA (3) three fully executed Standard Form of Agreements. ... 2. Deliver with the executed Standard Form of Agreements: Payment, Performance and other bonds as specified in the Standard General Conditions (Article 5) and the Instructions to Bidders and General Terms. 3. Deliver Certificate of Insurance as specified in the Standard General Conditions (Paragraph 5.03) and amended per the ACSA Supplemental Conditions. Failure to comply with these conditions within the time specified will entitle the ACSA to consider your bid in default and to annul this Notice of Award. Within ten days after you comply with the above conditions, the ... ACSA will return to you one fully executed counterpart of the Standard Form of Agreement. Albemarle County Service Authority By: Executive Director NEN End of Section 00630 N:\46480-011\Engineering\Specs\100%Sub\00630-Notice of Award.docx August 2015 00630-1 .ri ctrl rill [THIS PAGE INTENTIONALLY LEFT BLANK] ri tri rrf 4 i.. Michie Tavern Water Main Replacement Project Notice to Proceed Albemarle County Service Authority SECTION 00640 NOTICE TO PROCEED To: [Contractor's Name] [Contractor's Address] Project: ACSA Project No. 2013-05—Michie Tavern Water Main Replacement Project IMO Amount of Contract: $[Total Contract Price] You are hereby notified to commence work on the referenced Project on or before [Date of Notice to Proceed], and shall fully complete all of the work of said Project within [Number of Allowed Days]consecutive calendar days thereafter. Your completion date is therefore [Date of Completion]. The Contract provides for an assessment of the sum of$500 as liquidated damages for ® each consecutive calendar day after the above established Project completion date that the work remains incomplete. I•• Dated this day of By: Peter C. Gorham, P.E. Title: Director of Engineering 1N. Acceptance of Notice Receipt of the foregoing Notice to Proceed is hereby acknowledged. By [Contractor's Name] this day of 20 . IIIIN By Title EMI End of Section 00640 rr� N:\46480-011\Engineering\Specs\100%Sub\00640-Notice to Proceed.docx August 2015 00640-1 ilii , ad aa h wig iiii ila fai rri 1 ea P [THIS PAGE INTENTIONALLY LEFT BLANK] a rri wi tii id rii ai This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the — Controlling Law. est STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By Ac E C National Society of ASE American Society Professional Engineers >,1FkI,^^ Concn l`��^FFRI^°<,,,rP4^,rS Professional Engineers in Private Practice of Civil Engineers +� PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS I�. AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by +qtr 1.4tc$0, dinTT The Associated General Contractors of America Knowledge for Creating and Sustaining the Built Environment Construction Specifications Institute EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-0 dfi Ng ni I Copyright©2002 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 American Council of Engineering Companies 1015 15th Street,N.W.,Washington,DC 20005 rri American Society of Civil Engineers 1801 Alexander Bell Drive,Reston,VA 20191-4400 Nil rii These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions(No. C-800)(2002 Edition). rIl EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-1 TABLE OF CONTENTS Page ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 6 ••• 1.01 Defined Terms 6 1.02 Terminology 8 ARTICLE 2-PRELIMINARY MATTERS 9 2.01 Delivery of Bonds and Evidence of Insurance 9 2.02 Copies of Documents 9 2.03 Commencement of Contract Times;Notice to Proceed 9 2.04 Starting the Work 9 2.05 Before Starting Construction 9 .r. 2.06 Preconstruction Conference 9 2.07 Initial Acceptance of Schedules 9 ARTICLE 3-CONTRACT DOCUMENTS:INTENT,AMENDING,REUSE 10 3.01 Intent 10 3.02 Reference Standards 10 3.03 Reporting and Resolving Discrepancies 10 3.04 Amending and Supplementing Contract Documents 11 3.05 Reuse of Documents 11 3.06 Electronic Data 11 ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS 11 tie 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 uW 4.04 Underground Facilities 13 4.05 Reference Points 13 4.06 Hazardous Environmental Condition at Site 13 ARTICLE 5-BONDS AND INSURANCE 14 r• 5.01 Performance,Payment, and Other Bonds 14 5.02 Licensed Sureties and Insurers 15 5.03 Certificates of Insurance 15 5.04 Contractor's Liability Insurance 15 """ 5.05 Owner's Liability Insurance 16 5.06 Property Insurance 16 5.07 Waiver of Rights 17 rrr 5.08 Receipt and Application of Insurance Proceeds 17 5.09 Acceptance of Bonds and Insurance; Option to Replace 17 5.10 Partial Utilization,Acknowledgment of Property Insurer 18 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 18 .. 6.01 Supervision and Superintendence 18 6.02 Labor; Working Hours 18 6.03 Services, Materials, and Equipment 18 6.04 Progress Schedule 18 6.05 Substitutes and "Or-Equals" 19 6.06 Concerning Subcontractors, Suppliers, and Others 20 6.07 Patent Fees and Royalties 21 6.08 Permits 21 6.09 Laws and Regulations 21 6.10 Taxes 22 6.11 Use of Site and Other Areas 22 6.12 Record Documents 22 6.13 Safety and Protection 22 6.14 Safety Representative 23 6.15 Hazard Communication Programs 23 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-2 rrr '1 t ii 6.16 Emergencies 23 6.17 Shop Drawings and Samples 23 6.18 Continuing the Work 24 si 6.19 Contractor's General Warranty and Guarantee 24 6.20 Indemnification 24 1 6.21 Delegation of Professional Design Services 25 ARTICLE 7-OTHER WORK AT THE SITE 25 id 7.01 Related Work at Site 25 7.02 Coordination 26 7.03 Legal Relationships 26I1, ARTICLE 8-OWNER'S RESPONSIBILITIES 26 8.01 Communications to Contractor 26 8.02 Replacement of Engineer 26 1 8.03 Furnish Data 26 Ai 8.04 Pay When Due 26 8.05 Lands and Easements;Reports and Tests 26 4 8.06 Insurance 26 Ai 8.07 Change Orders 26 8.08 Inspections, Tests, and Approvals 26 8.09 Limitations on Owner's Responsibilities 27 1 8.10 Undisclosed Hazardous Environmental Condition 27 id 8.11 Evidence of Financial Arrangements 27 ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION 27 9.01 Owner's Representative 27 9.02 Visits to Site 27 si 9.03 Project Representative 27 9.04 Authorized Variations in Work 27 9.05 Rejecting Defective Work 27 9.06 Shop Drawings, Change Orders and Payments 28 iii 9.07 Determinations for Unit Price Work 28 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 28 9.09 Limitations on Engineer's Authority and Responsibilities 28 si ARTICLE 10-CHANGES IN THE WORK;CLAIMS 28 10.01 Authorized Changes in the Work 28 10.02 Unauthorized Changes in the Work 29 p 10.03 Execution of Change Orders 29 riii 10.04 Notification to Surety 29 10.05 Claims 29 I ARTICLE 11 -COST OF THE WORK;ALLOWANCES;UNIT PRICE WORK 30 i 11.01 Cost of the Work 30 Ed 11.02 Allowances 31 11.03 Unit Price Work 31 F ARTICLE 12-CHANGE OF CONTRACT PRICE;CHANGE OF CONTRACT TIMES 32 NA I 12.01 Change of Contract Price 32 12.02 Change of Contract Times 33 12.03 Delays 33 ARTICLE 13-TESTS AND INSPECTIONS;CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 33ri1 13.01 Notice of Defects 33 13.02 Access to Work 33 1 13.03 Tests and Inspections 33 13.04 Uncovering Work 34 rid 13.05 Owner May Stop the Work 34 13.06 Correction or Removal of Defective Work 34 13.07 Correction Period 34Ili 13.08 Acceptance of Defective Work 35 13.09 Owner May Correct Defective Work 35 ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION 36 4 14.01 Schedule of Values 36 rill 14.02 Progress Payments 36 14.03 Contractor's Warranty of Title 37 1 14.04 Substantial Completion 37 4 oil EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-3 v 1. 14.05 Partial Utilization 38 14.06 Final Inspection 38 14.07 Final Payment 38 14.08 Final Completion Delayed 39 14.09 Waiver of Claims 39 ARTICLE 15-SUSPENSION OF WORK AND TERMINATION 39 15.01 Owner May Suspend Work 39 15.02 Owner May Terminate for Cause 39 15.03 Owner May Terminate For Convenience 40 15.04 Contractor May Stop Work or Terminate 40 ARTICLE 16-DISPUTE RESOLUTION 41 16.01 Methods and Procedures 41 ARTICLE 17-MISCELLANEOUS 41 17.01 Giving Notice 41 17.02 Computation of Times 41 17.03 Cumulative Remedies 41 17.04 Survival of Obligations 41 17.05 Controlling Law 41 17.06 Headings 41 11111 NIB EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. MI rights reserved. 00700-4 s illi GENERAL CONDITIONS 9. Change Order--A document recommended by Engineer which is signed by Contractor and Owner andsii ARTICLE 1 -DEFINITIONS AND TERMINOLOGY authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract v Times, issued on or after the Effective Date of the r11 1.01 Defined Terms Agreement. A. Wherever used in the Bidding Requirements 10. Claim--A demand or assertion by Owner or 4 or Contract Documents and printed with initial capital Contractor seeking an adjustment of Contract Price or ail letters, the terms listed below will have the meanings Contract Times,or both,or other relief with respect to the indicated which are applicable to both the singular and terms of the Contract.A demand for money or services by t plural thereof. In addition to terms specifically defined, a third party is not a Claim. terms with initial capital letters in the Contract r ei Documents include references to identified articles and 11. Contract--The entire and integrated written paragraphs,and the titles of other documents or forms. agreement between the Owner and Contractor concerning 3 the Work. The Contract supersedes prior negotiations, oil 1. Addenda--Written or graphic instruments representations,or agreements,whether written or oral. issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed 12. Contract Documents-- Those items so Contract Documents. designated in the Agreement. Only printed or hard copies mil of the items listed in the Agreement are Contract 2. Agreement--The written instrument which is Documents.Approved Shop Drawings,other Contractor's evidence of the agreement between Owner and Contractor submittals, and the reports and drawings of subsurface covering the Work. and physical conditions are not Contract Documents. ii 3.Application for Payment--The form acceptable 13. Contract Price--The moneys payable by i to Engineer which is to be used by Contractor during the Owner to Contractor for completion of the Work in will course of the Work in requesting progress or final accordance with the Contract Documents as stated in the payments and which is to be accompanied by such Agreement (subject to the provisions of Paragraph 11.03 supporting documentation as is required by the Contract in the case of Unit Price Work). Documents. iiiii 14. Contract Times--The number of days or the 4. Asbestos--Any material that contains more dates stated in the Agreement to: (i)achieve Milestones,if i than one percent asbestos and is friable or is releasing any, (ii)achieve Substantial Completion; and (iii) com- asbestos fibers into the air above current action levels plete the Work so that it is ready for final payment as rii established by the United States Occupational Safety and evidenced by Engineer's written recommendation of final Health Administration. payment. 1 iiii 5. Bid--The offer or proposal of a Bidder 15. Contractor--The individual or entity with submitted on the prescribed form setting forth the prices whom Owner has entered into the Agreement. for the Work to be performed. 1 16. Cost of the Work--See Paragraph 11.O1.A for lil 6. Bidder--The individual or entity who submits definition. a Bid directly to Owner. .t 17. Drawings--That part of the Contract 1 7. Bidding Documents--The Bidding Documents prepared or approved by Engineer which id Requirements and the proposed Contract Documents graphically shows the scope, extent, and character of the (including all Addenda). Work to be performed by Contractor. Shop Drawings and 4 other Contractor submittals are not Drawings as so WI 8. Bidding Requirements--The Advertisement or defined. Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any 18. Effective Date of the Agreement--The date 1 supplements. indicated in the Agreement on which it becomes effective, oil but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last v of the two parties to sign and deliver. i rii 19. Engineer--The individual or entity named as such in the Agreement. rli EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. MI rights reserved. 00700-5 4 20. Field Order--A written order issued by 32.Progress Schedule--A schedule,prepared and Engineer which requires minor changes in the Work but maintained by Contractor, describing the sequence and MIN which does not involve a change in the Contract Price or duration of the activities comprising the Contractor's plan the Contract Times. to accomplish the Work within the Contract Times. 21. General Requirements--Sections of Division 33. Project--The total construction of which the 1 of the Specifications. The General Requirements pertain Work to be performed under the Contract Documents may to all sections of the Specifications. be the whole,or a part. ,,. 22. Hazardous Environmental Condition--The 34. Project Manual--The bound documentary presence at the Site of Asbestos, PCBs, Petroleum, information prepared for bidding and constructing the Hazardous Waste, or Radioactive Material in such Work. A listing of the contents of the Project Manual, quantities or circumstances that may present a substantial which may be bound in one or more volumes, is danger to persons or property exposed thereto in contained in the table(s)of contents. connection with the Work. 35. Radioactive Material--Source, special nude- 23. Hazardous Waste--The term Hazardous ar,or byproduct material as defined by the Atomic Energy Waste shall have the meaning provided in Section 1004 of Act of 1954 (42 USC Section 2011 et seq.) as amended the Solid Waste Disposal Act (42 USC Section 6903) as from time to time. amended from time to time. ,.. 36.Related Entity--An officer,director,partner, 24.Laws and Regulations;Laws or Regulations- employee,agent,consultant,or subcontractor. -Any and all applicable laws,rules,regulations, ordinanc- es, codes, and orders of any and all governmental bodies, 37. Resident Project Representative--The autho- - agencies,authorities,and courts having jurisdiction. rized representative of Engineer who may be assigned to the Site or any part thereof. 25. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or 38. Samples--Physical examples of materials, `" personal property. equipment, or workmanship that are representative of some portion of the Work and which establish the 26. Milestone--A principal event specified in the standards by which such portion of the Work will be Contract Documents relating to an intermediate comple- judged. tion date or time prior to Substantial Completion of all the Work. 39. Schedule of Submittals--A schedule,prepared and maintained by Contractor, of required submittals and •O 27. Notice of Award--The written notice by the time requirements to support scheduled performance Owner to the Successful Bidder stating that upon timely of related construction activities. compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the 40. Schedule of Values--A schedule, prepared Agreement. and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used 28.Notice to Proceed--A written notice given by as the basis for reviewing Contractor's Applications for Owner to Contractor fixing the date on which the Con- Payment. tract Times will commence to run and on which Contractor shall start to perform the Work under the 41. Shop Drawings--All drawings, diagrams, Contract Documents. illustrations, schedules, and other data or information which are specifically prepared or assembled by or for 29. Owner--The individual or entity with whom Contractor and submitted by Contractor to illustrate some Contractor has entered into the Agreement and for whom portion of the Work. the Work is to be performed. "r 42.Site--Lands or areas indicated in the Contract 30.PCBs--Polychlorinated biphenyls. Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and rr. 31. Petroleum--Petroleum, including crude oil or easements for access thereto, and such other lands any fraction thereof which is liquid at standard conditions furnished by Owner which are designated for the use of of temperature and pressure (60 degrees Fahrenheit and Contractor. 14.7 pounds per square inch absolute), such as oil, .. petroleum, fuel oil, oil sludge, oil refuse, gasoline, 43. Specifications--That part of the Contract kerosene, and oil mixed with other non-Hazardous Waste Documents consisting of written requirements for and crude oils. materials, equipment, systems, standards and workmanship as applied to the Work, and certain EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-6 rr U 111 administrative requirements and procedural matters but is evidence that the parties expect that the change applicable thereto. ordered or documented by a Work Change Directive will i be incorporated in a subsequently issued Change Order iiii 44. Subcontractor--An individual or entity following negotiations by the parties as to its effect, if having a direct contract with Contractor or with any other any,on the Contract Price or Contract Times. 1 Subcontractor for the performance of a part of the Work 4 at the Site. 1.02 Terminology ii 45. Substantial Completion--The time at which A. The following words or terms are not defined the Work (or a specified part thereof) has progressed to but, when used in the Bidding Requirements or Contract filli the point where, in the opinion of Engineer, the Work(or Documents,have the following meaning. a specified part thereof) is sufficiently complete, in 1 accordance with the Contract Documents, so that the B.Intent of Certain Terms or Adjectives g Work (or a specified part thereof) can be utilized for the rli purposes for which it is intended.The terms"substantially 1. The Contract Documents include the terms"as complete"and"substantially completed" as applied to all allowed," "as approved," "as ordered", "as directed" or 1 or part of the Work refer to Substantial Completion terms of like effect or import to authorize an exercise of Air thereof. professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," 46. Successful Bidder--The Bidder submitting a "proper," "satisfactory," or adjectives of like effect or responsive Bid to whom Owner makes an award. import are used to describe an action or determination of iti Engineer as to the Work. It is intended that such exercise 47. Supplementary Conditions--That part of the of professional judgment, action or determination will be / Contract Documents which amends or supplements these solely to evaluate, in general, the Work for compliance General Conditions. with the requirements of and information in the Contract Ai Documents and conformance with the design concept of 48. Supplier--A manufacturer, fabricator, suppli- the completed Project as a functioning whole as shown or 1 er, distributor, materialman, or vendor having a direct indicated in the Contract Documents (unless there is a r ii contract with Contractor or with any Subcontractor to specific statement indicating otherwise). The use of any furnish materials or equipment to be incorporated in the such term or adjective is not intended to and shall not be Work by Contractor or any Subcontractor. effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any r 49. Underground Facilities--All underground duty or authority to undertake responsibility contrary to pipelines,conduits,ducts,cables,wires,manholes,vaults, the provisions of Paragraph 9.09 or any other provision of tanks, tunnels, or other such facilities or attachments, and the Contract Documents. any encasements containing such facilities, including Ili those that convey electricity, gases, steam, liquid C.Day petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other 1. The word "day" means a calendar day iii liquids or chemicals,or traffic or other control systems. of 24 hours measured from midnight to the next midnight. 50. Unit Price Work--Work to be paid for on the D.Defective ' 4 basis of unit prices. oil 1. The word "defective," when modifying the 51. Work--The entire construction or the various word "Work," refers to Work that is unsatisfactory, separately identifiable parts thereof required to be faulty,or deficient in that it: provided under the Contract Documents. Work includes di and is the result of performing or providing all labor, a. does not conform to the Contract Documents, services, and documentation necessary to produce such or 1 construction, and furnishing, installing, and incorporating i all materials and equipment into such construction, all as b. does not meet the requirements of any a required by the Contract Documents. applicable inspection, reference standard,test, or approval referred to in the Contract Documents, 52. Work Change Directive--A written statement oriii to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by c. has been damaged prior to Engineer's - 'k Engineer ordering an addition, deletion, or revision in the recommendation of final payment (unless t Work, or responding to differing or unforeseen subsurface responsibility for the protection thereof has been r/ or physical conditions under which the Work is to be assumed by Owner at Substantial Completion in performed or to emergencies. A Work Change Directive accordance with Paragraph 14.04 or 14.05). 'T will not change the Contract Price or the Contract Times illi EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-7 "s II E.Furnish,Install,Perform,Provide or,if a Notice to Proceed is given,on the day indicated in the Notice to Proceed. A Notice to Proceed may be given 1. The word "furnish,"when used in connection at any time within 30 days after the Effective Date of the with services, materials, or equipment, shall mean to Agreement. In no event will the Contract Times corn- supply and deliver said services, materials, or equipment mence to run later than the sixtieth day after the day of to the Site(or some other specified location)ready for use Bid opening or the thirtieth day after the Effective Date of or installation and in usable or operable condition. the Agreement,whichever date is earlier. 2. The word "install," when used in connection 2.04 Starting the Work with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, A. Contractor shall start to perform the Work on or equipment complete and ready for intended use. the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which ... 3. The words"perform"or"provide,"when used the Contract Times commence to run. in connection with services,materials,or equipment, shall mean to furnish and install said services, materials, or 2.05 Before Starting Construction equipment complete and ready for intended use. A. Preliminary Schedules: Within 10 days after 4. When "furnish," "install," "perform," or "pro- the Effective Date of the Agreement (unless otherwise vide"is not used in connection with services,materials,or specified in the General Requirements), Contractor shall equipment in a context clearly requiring an obligation of submit to Engineer for timely review: Contractor,"provide"is implied. 1. a preliminary Progress Schedule; indicating F. Unless stated otherwise in the Contract Docu- the times (numbers of days or dates) for starting and �+ ments, words or phrases which have a well-known completing the various stages of the Work, including any technical or construction industry or trade meaning are Milestones specified in the Contract Documents; used in the Contract Documents in accordance with such recognized meaning. 2.a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the ARTICLE 2-PRELIMINARY MATTERS Work which includes quantities and prices of items which ,,,, when added together equal the Contract Price and subdi- vides the Work into component parts in sufficient detail to 2.01 Delivery of Bonds and Evidence of Insurance serve as the basis for progress payments during performance of the Work. Such prices will include an A. When Contractor delivers the executed appropriate amount of overhead and profit applicable to counterparts of the Agreement to Owner, Contractor shall each item of Work. also deliver to Owner such bonds as Contractor may be required to furnish. 2.06 Preconstruction Conference B. Evidence of Insurance: Before any Work at A. Before any Work at the Site is started, a the Site is started, Contractor and Owner shall each conference attended by Owner, Contractor, Engineer, and ,n,11 deliver to the other,with copies to each additional insured others as appropriate will be held to establish a working identified in the Supplementary Conditions,certificates of understanding among the parties as to the Work and to insurance (and other evidence of insurance which either discuss the schedules referred to in Paragraph 2.05.A, of them or any additional insured may reasonably request) procedures for handling Shop Drawings and other No. which Contractor and Owner respectively are required to submittals, processing Applications for Payment, and purchase and maintain in accordance with Article 5. maintaining required records. 2.02 Copies of Documents 2.07 Initial Acceptance of Schedules A. Owner shall furnish to Contractor up to ten A.At least 10 days before submission of the first printed or hard copies of the Drawings and Project Application for Payment a conference attended by Manual. Additional copies will be furnished upon request Contractor, Engineer, and others as appropriate will be at the cost of reproduction. held to review for acceptability to Engineer as provided below the schedules submitted in accordance with 2.03 Commencement of Contract Times; Notice to Paragraph 2.05.A. Contractor shall have an additional 10 .r Proceed days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be A. The Contract Times will commence to run on made to Contractor until acceptable schedules are the thirtieth day after the Effective Date of the Agreement submitted to Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-8 r id responsibilities of Owner, Contractor, or Engineer, or any 1. The Progress Schedule will be acceptable to of their subcontractors, consultants, agents, or employees ,. Engineer if it provides an orderly progression of the Work from those set forth in the Contract Documents. No such r to completion within the Contract Times. Such acceptance provision or instruction shall be effective to assign to will not impose on Engineer responsibility for the Owner, or Engineer, or any of, their Related Entities, any .1 Progress Schedule, for sequencing, scheduling, or duty or authority to supervise or direct the performance of progress of the Work nor interfere with or relieve the Work or any duty or authority to undertake respon- Contractor from Contractor's full responsibility therefor. sibility inconsistent with the provisions of the Contract 4 Documents. 2. Contractor's Schedule of Submittals will be a acceptable to Engineer if it provides a workable 3.03 Reporting and Resolving Discrepancies arrangement for reviewing and processing the required submittals. A. Reporting Discrepancies viil 3. Contractor's Schedule of Values will be 1. Contractor's Review of Contract Documents acceptable to Engineer as to form and substance if it Before Starting Work: Before undertaking each part of the provides a reasonable allocation of the Contract Price to Work, Contractor shall carefully study and compare the ii component parts of the Work. Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer ARTICLE 3 -CONTRACT DOCUMENTS: INTENT, any conflict, error, ambiguity, or discrepancy which l AMENDING,REUSE Contractor may discover and shall obtain a written interpretation or clarification from Engineer before l' proceeding with any Work affected thereby. 3.01 Intent iii 2. Contractor's Review of Contract Documents A. The Contract Documents are complementary; During Performance of Work: If, during the performance what is required by one is as binding as if required by all. of the Work, Contractor discovers any conflict, error, t ambiguity, or discrepancy within the Contract Documents B. It is the intent of the Contract Documents to or between the Contract Documents and any provision of describe a functionally complete Project (or part thereof) any Law or Regulation applicable to the performance of to be constructed in accordance with the Contract Docu- the Work or of any standard, specification, manual or rr ments. Any labor, documentation, services, materials, or code, or of any instruction of any Supplier, Contractor equipment that may reasonably be inferred from the shall promptly report it to Engineer in writing. Contractor Contract Documents or from prevailing custom or trade shall not proceed with the Work affected thereby(except usage as being required to produce the intended result will in an emergency as required by Paragraph 6.16.A) until a be provided whether or not specifically called for at no an amendment or supplement to the Contract Documents additional cost to Owner. has been issued by one of the methods indicated in 1 Paragraph 3.04. rri C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as 3.Contractor shall not be liable to Owner or provided in Article 9. Engineer for failure to report any conflict, error, ambigu- ity, or discrepancy in the Contract Documents unless a 3.02 Reference Standards Contractor knew or reasonably should have known thereof A. Standards, Specifications, Codes, Laws, and ` Regulations B. Resolving Discrepancies rri 1. Reference to standards, specifications, 1.Except as may be otherwise specifically stated manuals, or codes of any technical society, organization, in the Contract Documents,the provisions of the Contract or association, or to Laws or Regulations, whether such Documents shall take precedence in resolving any reference be specific or by implication, shall mean the conflict, error, ambiguity, or discrepancy between the standard, specification,manual, code, or Laws or Regula- provisions of the Contract Documents and: i tions in effect at the time of opening of Bids (or on the riM Effective Date of the Agreement if there were no Bids), a. the provisions of any standard, specification, except as may be otherwise specifically stated in the manual, code, or instruction (whether or not Contract Documents. specifically incorporated by reference in the Contract Documents);or a 2. No provision of any such standard, specification, manual or code, or any instruction of a b. the provisions of any Laws or Regulations , Supplier shall be effective to change the duties or applicable to the performance of the Work EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-9 '' 1111 (unless such an interpretation of the provisions sole risk. If there is a discrepancy between the electronic of the Contract Documents would result in viola- files and the hard copies,the hard copies govern. tion of such Law or Regulation). B. Because data stored in electronic media 3.04 Amending and Supplementing Contract format can deteriorate or be modified inadvertently or Documents otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform A. The Contract Documents may be amended to acceptance tests or procedures within 60 days,after which provide for additions,deletions,and revisions in the Work the receiving party shall be deemed to have accepted the . or to modify the terms and conditions thereof by either a data thus transferred. Any errors detected within the 60- Change Order or a Work Change Directive. day acceptance period will be corrected by the transferring party.. B. The requirements of the Contract Documents �.. may be supplemented, and minor variations and C. When transferring documents in electronic deviations in the Work may be authorized,by one or more media format, the transferring party makes no of the following ways: representations as to long term compatibility,usability,or readability of documents resulting from the use of "` 1.A Field Order; software application packages, operating systems, or computer hardware differing from those used by the 2. Engineer's approval of a Shop Drawing or data's creator. NMISample; (Subject to the provisions of Paragraph 6.17.D.3);or ARTICLE 4 - AVAILABILITY OF LANDS; 3. Engineer's written interpretation or SUBSURFACE AND PHYSICAL CONDITIONS; .. clarification. HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier 4.01 Availability of Lands or other individual or entity performing or furnishing all of the Work under a direct or indirect contract with A. Owner shall furnish the Site. Owner shall SINContractor,shall not: notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the 1. have or acquire any title to or ownership Site with which Contractor must comply in performing rights in any of the Drawings, Specifications, or the Work. Owner will obtain in a timely manner and pay other documents(or copies of any thereof)prepared by or for easements for permanent structures or permanent bearing the seal of Engineer or Engineer's consultants, changes in existing facilities. If Contractor and Owner are including electronic media editions;or unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or 2. reuse any of such Drawings, Specifications, Contract Times, or both, as a result of any delay in other documents, or copies thereof on extensions Owner's furnishing the Site or a part thereof, Contractor of the Project or any other project without written consent may make a Claim therefor as provided in Paragraph +�. of Owner and Engineer and specific written verification 10.05. or adaption by Engineer. B. Upon reasonable written request, Owner shall B. The prohibition of this Paragraph 3.05 will furnish Contractor with a current statement of record legal .. survive final payment, or termination of the Contract. title and legal description of the lands upon which the Nothing herein shall preclude Contractor from retaining Work is to be performed and Owner's interest therein as copies of the Contract Documents for record purposes. necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with 3.06 Electronic Data applicable Laws and Regulations. A. Copies of data furnished by Owner or C. Contractor shall provide for all additional Engineer to Contractor or Contractor to Owner or lands and access thereto that may be required for Engineer that may be relied upon are limited to the temporary construction facilities or storage of materials printed copies (also known as hard copies). Files in and equipment. electronic media format of text, data, graphics, or other ■.. types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-10 1 di 4.02 Subsurface and Physical Conditions 4. is of an unusual nature, and differs materially r from conditions ordinarily encountered and generally A. Reports and Drawings: The Supplementary recognized as inherent in work of the character provided rrl Conditions identify: for in the Contract Documents; 1. those reports of explorations and tests of then Contractor shall, promptly after becoming aware rI subsurface conditions at or contiguous to the Site that thereof and before further disturbing the subsurface or Engineer has used in preparing the Contract Documents; physical conditions or performing any Work in connec- and tion therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writingsii 2. those drawings of physical conditions in or about such condition. Contractor shall not further disturb relating to existing surface or subsurface structures at or such condition or perform any Work in connection contiguous to the Site (except Underground Facilities) therewith (except as aforesaid) until receipt of written that Engineer has used in preparing the Contract order to do so. r iii Documents. B. Engineer's Review: After receipt of written R B. Limited Reliance by Contractor on Technical notice as required by Paragraph 4.03.A, Engineer will aii Data Authorized: Contractor may rely upon the general promptly review the pertinent condition, determine the accuracy of the"technical data" contained in such reports necessity of Owner's obtaining additional exploration or and drawings, but such reports and drawings are not tests with respect thereto, and advise Owner in writing Contract Documents. Such "technical data" is identified (with a copy to Contractor) of Engineer's findings and MI in the Supplementary Conditions.Except for such reliance conclusions. on such"technical data,"Contractor may not rely upon or make any claim against Owner or Engineer, or any of C. Possible Price and Times Adjustments } their Related Entities with respect to: al 1. The Contract Price or the Contract Times, or 1.the completeness of such reports and drawings both, will be equitably adjusted to the extent that the 1 for Contractor's purposes, including, but not limited to, existence of such differing subsurface or physical rr any aspects of the means, methods, techniques, condition causes an increase or decrease in Contractor's sequences,and procedures of construction to be employed cost of, or time required for, performance of the Work; by Contractor, and safety precautions and programs subject,however,to the following: incident thereto;or rri a. such condition must meet any one or more of 2. other data, interpretations, opinions, and the categories described in Paragraph 4.03.A; , information contained in such reports or shown or and indicated in such drawings;or mi b.with respect to Work that is paid for on a Unit 3. any Contractor interpretation of or conclusion Price Basis, any adjustment in Contract Price - drawn from any "technical data" or any such other data, will be subject to the provisions of Paragraphs > iii interpretations,opinions,or information. 9.07 and 11.03. 4.03 Differing Subsurface or Physical Conditions 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: iii A.Notice:If Contractor believes that any subsur- face or physical condition at or contiguous to the Site that a. Contractor knew of the existence of such .. is uncovered or revealed either: conditions at the time Contractor made a final k commitment to Owner with respect to Contract ail 1. is of such a nature as to establish that any Price and Contract Times by the submission of a "technical data" on which Contractor is entitled to rely as Bid or becoming bound under a negotiated 1 provided in Paragraph 4.02 is materially inaccurate;or contract;or f 2.is of such a nature as to require a change in the b. the existence of such condition could Contract Documents;or reasonably have been discovered or revealed as a result of any examination, investigation, explodill - 3.differs materially from that shown or indicated ration, test, or study of the Site and contiguous in the Contract Documents;or areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such ir1 final commitment;or a EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-11 1 taw c. Contractor failed to give the written notice as promptly review the Underground Facility and determine required by Paragraph 4.03.A. the extent, if any, to which a change is required in the 's. Contract Documents to reflect and document the 3. If Owner and Contractor are unable to agree consequences of the existence or location of the Under- on entitlement to or on the amount or extent, if any, of ground Facility. During such time, Contractor shall be any adjustment in the Contract Price or Contract Times, responsible for the safety and protection of such " or both, a Claim may be made therefor as provided in Underground Facility. Paragraph 10.05. However, Owner and Engineer, and any of their Related Entities shall not be liable to Contractor 2. If Engineer concludes that a change in the WO for any claims, costs, losses, or damages (including but Contract Documents is required, a Work Change not limited to all fees and charges of engineers,architects, Directive or a Change Order will be issued to reflect and attorneys, and other professionals and all court or document such consequences. An equitable adjustment arbitration or other dispute resolution costs) sustained by shall be made in the Contract Price or Contract Times, or .r. Contractor on or in connection with any other project or both, to the extent that they are attributable to the anticipated project. existence or location of any Underground Facility that was not shown or indicated or not shown or indicated 4.04 Underground Facilities with reasonable accuracy in the Contract Documents and r that Contractor did not know of and could not reasonably A.Shown or Indicated:The information and data have been expected to be aware of or to have anticipated. shown or indicated in the Contract Documents with If Owner and Contractor are unable to agree on ,,MW respect to existing Underground Facilities at or entitlement to or on the amount or extent, if any, of any contiguous to the Site is based on information and data such adjustment in Contract Price or Contract Times, furnished to Owner or Engineer by the owners of such Owner or Contractor may make a Claim therefor as Underground Facilities, including Owner, or by others. provided in Paragraph 10.05. W. Unless it is otherwise expressly provided in the Sup- plementary Conditions: 4.05 Reference Points 1. Owner and Engineer shall not be responsible A. Owner shall provide engineering surveys to " for the accuracy or completeness of any such information establish reference points for construction which in or data;and Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible ,r„ 2. the cost of all of the following will be for laying out the Work, shall protect and preserve the included in the Contract Price, and Contractor shall have established reference points and property monuments,and full responsibility for: shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to PIN a. reviewing and checking all such information Engineer whenever any reference point or property and data, monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and b. locating all Underground Facilities shown or shall be responsible for the accurate replacement or indicated in the Contract Documents, relocation of such reference points or property monuments by professionally qualified personnel. c. coordination of the Work with the owners of .. such Underground Facilities, including Owner, 4.06 Hazardous Environmental Condition at Site during construction,and A. Reports and Drawings: Reference is made to d. the safety and protection of all such Under- the Supplementary Conditions for the identification of .l. ground Facilities and repairing any damage those reports and drawings relating to a Hazardous thereto resulting from the Work. Environmental Condition identified at the Site, if any,that have been utilized by the Engineer in the preparation of B.Not Shown or Indicated the Contract Documents. 1. If an Underground Facility is uncovered or B. Limited Reliance by Contractor on Technical revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general win or indicated, or not shown or indicated with reasonable accuracy of the"technical data"contained in such reports accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified disturbing conditions affected thereby or performing any in the Supplementary Conditions.Except for such reliance .. Work in connection therewith (except in an emergency as on such"technical data,"Contractor may not rely upon or required by Paragraph 6.16.A),identify the owner of such make any claim against Owner or Engineer, or any of Underground Facility and give written notice to that their Related Entities with respect to: owner and to Owner and Engineer. Engineer will UMW EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-12 r sii 1.the completeness of such reports and drawings entitlement to or on the amount or extent, if any, of an for Contractor's purposes, including, but not limited to, adjustment in Contract Price or Contract Times as a result any aspects of the means,methods,techniques, sequences of deleting such portion of the Work, then either party di and procedures of construction to be employed by may make a Claim therefor as provided in Paragraph Contractor and safety precautions and programs incident 10.05. Owner may have such deleted portion of the Work thereto;or performed by Owner's own forces or others in accordance Ili with Article 7. 2. other data, interpretations, opinions and information contained in such reports or shown or G. To the fullest extent permitted by Laws and indicated in such drawings;or Regulations, Owner shall indemnify and hold harmless �j, Contractor, Subcontractors, and Engineer, and the 3. any Contractor interpretation of or conclusion officers, directors, partners, employees, agents, ,,1 drawn from any "technical data" or any such other data, consultants, and subcontractors of each and any of them interpretations,opinions or information. from and against all claims, costs, losses, and damages 4 (including but not limited to all fees and charges of C. Contractor shall not be responsible for any engineers, architects, attorneys, and other professionals 4 Hazardous Environmental Condition uncovered or re- and all court or arbitration or other dispute resolution rig vealed at the Site which was not shown or indicated in costs) arising out of or relating to a Hazardous Drawings or Specifications or identified in the Contract Environmental Condition, provided that such Hazardous Documents to be within the scope of the Work. Environmental Condition: (i) was not shown or indicated Contractor shall be responsible for a Hazardous in the Drawings or Specifications or identified in the iiii Environmental Condition created with any materials Contract Documents to be included within the scope of brought to the Site by Contractor, Subcontractors, the Work, and (ii) was not created by Contractor or by4' Suppliers, or anyone else for whom Contractor is anyone for whom Contractor is responsible. Nothing in responsible. this Paragraph 4.06. G shall obligate Owner to indemnify iiii any individual or entity from and against the conse- D. If Contractor encounters a Hazardous quences of that individual's or entity's own negligence. t Environmental Condition or if Contractor or anyone for MI whom Contractor is responsible creates a Hazardous H. To the fullest extent permitted by Laws and Environmental Condition, Contractor shall immediately: Regulations, Contractor shall indemnify and hold (i) secure or otherwise isolate such condition; (ii) stop all harmless Owner and Engineer, and the officers, directors, Work in connection with such condition and in any area partners, employees, agents, consultants, and w affected thereby (except in an emergency as required by subcontractors of each and any of them from and against Paragraph 6.16.A); and (iii) notify Owner and Engineer all claims, costs, losses, and damages (including but not -* (and promptly thereafter confirm such notice in writing). limited to all fees and charges of engineers, architects, Owner shall promptly consult with Engineer concerning attorneys, and other professionals and all court or S the necessity for Owner to retain a qualified expert to arbitration or other dispute resolution costs) arising out of evaluate such condition or take corrective action,if any. or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor r E. Contractor shall not be required to resume is responsible. Nothing in this Paragraph 4.06.H shall Work in connection with such condition or in any affected obligate Contractor to indemnify any individual or entity area until after Owner has obtained any required permits from and against the consequences of that individual's or related thereto and delivered to Contractor written notice: entity's own negligence. its (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or I. The provisions of Paragraphs 4.02, 4.03, and , (ii) specifying any special conditions under which such 4.04 do not apply to a Hazardous Environmental ; Work may be resumed safely. If Owner and Contractor Condition uncovered or revealed at the Site. S cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or $ Contract Times, or both, as a result of such Work stop- ARTICLE 5 -BONDS AND INSURANCE ai page or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. 5.01 Performance, Payment, and Other Bonds Wk F. If after receipt of such written notice A. Contractor shall furnish performance and Contractor does not agree to resume such Work based on payment bonds, each in an amount at least equal to the If a reasonable belief it is unsafe, or does not agree to Contract Price as security for the faithful performance and resume such Work under such special conditions, then payment of all of Contractor's obligations under the tri Owner may order the portion of the Work that is in the Contract Documents. These bonds shall remain in effect area affected by such condition to be deleted from the until one year after the date when fmal payment becomes x,, Work. If Owner and Contractor cannot agree as to due or until completion of the correction period specified wit EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-13 am in Paragraph 13.07,whichever is later,except as provided from claims set forth below which may arise out of or otherwise by Laws or Regulations or by the Contract result from Contractor's performance of the Work and MN Documents. Contractor shall also furnish such other Contractor's other obligations under the Contract bonds as are required by the Contract Documents. Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or B. All bonds shall be in the form prescribed by indirectly employed by any of them to perform any of the NM the Contract Documents except as provided otherwise by Work, or by anyone for whose acts any of them may be Laws or Regulations, and shall be executed by such liable: sureties as are named in the current list of"Companies ,,,,, Holding Certificates of Authority as Acceptable Sureties 1. claims under workers' compensation, on Federal Bonds and as Acceptable Reinsuring Compa- disability benefits, and other similar employee benefit vies" as published in Circular 570 (amended) by the acts; Financial Management Service, Surety Bond Branch,U.S. moo Department of the Treasury.All bonds signed by an agent 2. claims for damages because of bodily injury, must be accompanied by a certified copy of the agent's occupational sickness or disease, or death of Contractor's authority to act. employees; C. If the surety on any bond furnished by 3. claims for damages because of bodily injury, Contractor is declared bankrupt or becomes insolvent or sickness or disease, or death of any person other than its right to do business is terminated in any state where Contractor's employees; amany part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall 4. claims for damages insured by reasonably promptly notify Owner and Engineer and shall, within 20 available personal injury liability coverage which are sus- days after the event giving rise to such notification, tained: - provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and a.by any person as a result of an offense directly 5.02. or indirectly related to the employment of such person by Contractor,or "" 5.02 Licensed Sureties and Insurers b.by any other person for any other reason; A. All bonds and insurance required by the im Contract Documents to be purchased and maintained by 5. claims for damages, other than to the Work Owner or Contractor shall be obtained from surety or itself, because of injury to or destruction of tangible insurance companies that are duly licensed or authorized property wherever located, including loss of use resulting in the jurisdiction in which the Project is located to issue therefrom;and — bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall 6.claims for damages because of bodily injury or also meet such additional requirements and qualifications death of any person or property damage arising out of the as may be provided in the Supplementary Conditions. ownership,maintenance or use of any motor vehicle. 5.03 Certificates of Insurance B. The policies of insurance required by this Paragraph 5.04 shall: A. Contractor shall deliver to Owner,with copies tor to each additional insured identified in the Supplementary 1. with respect to insurance required by Conditions, certificates of insurance (and other evidence Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include of insurance requested by Owner or any other additional as additional insured(subject to any customary exclusion mmg insured) which Contractor is required to purchase and regarding professional liability) Owner and Engineer, and maintain. any other individuals or entities identified in the Supple- mentary Conditions, all of whom shall be listed as addi- B. Owner shall deliver to Contractor,with copies tional insureds, and include coverage for the respective — to each additional insured identified in the Supplementary officers, directors, partners, employees, agents, Conditions, certificates of insurance (and other evidence consultants and subcontractors of each and any of all such of insurance requested by Contractor or any other additional insureds, and the insurance afforded to these +.m additional insured) which Owner is required to purchase additional insureds shall provide primary coverage for all and maintain. claims covered thereby; 5.04 Contractor's Liability Insurance 2. include at least the specific coverages and be .. written for not less than the limits of liability provided in A. Contractor shall purchase and maintain such the Supplementary Conditions or required by Laws or liability and other insurance as is appropriate for the Regulations,whichever is greater; Work being performed and as will provide protection moo EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-14 um souk 1 iii 3.include completed operations insurance; 2. be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall 4. include contractual liability insurance at least include insurance for physical loss or damage to oil covering Contractor's indemnity obligations under the Work, temporary buildings, false work, and materials Paragraphs 6.11 and 6.20; and equipment in transit, and shall insure against at least 1 the following perils or causes of loss: fire, lightning, iii 5. contain a provision or endorsement that the extended coverage, theft, vandalism and malicious coverage afforded will not be canceled, materially mischief, earthquake, collapse, debris removal, changed or renewal refused until at least 30 days prior demolition occasioned by enforcement of Laws and 1 written notice has been given to Owner and Contractor Regulations, water damage, (other than caused by flood) iiii and to each other additional insured identified in the and such other perils or causes of loss as may be specifi- Supplementary Conditions to whom a certificate of cally required by the Supplementary Conditions; i insurance has been issued (and the certificates of siii insurance furnished by the Contractor pursuant to 3. include expenses incurred in the repair or Paragraph 5.03 will so provide); replacement of any insured property (including but not limited to fees and charges of engineers and architects); 1 6. remain in effect at least until final payment siii and at all times thereafter when Contractor may be 4. cover materials and equipment stored at the correcting, removing, or replacing defective Work in Site or at another location that was agreed to in writing by o accordance with Paragraph 13.07;and Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in rili 7. with respect to completed operations insur- an Application for Payment recommended by Engineer; ance, and any insurance coverage written on a claims- 4 made basis, remain in effect for at least two years after 5. allow for partial utilization of the Work by final payment. Owner; r a. Contractor shall furnish Owner and each other 6.include testing and startup;and .x additional insured identified in the Supple- id mentary Conditions, to whom a certificate of 7. be maintained in effect until fmal payment is insurance has been issued, evidence satisfactory made unless otherwise agreed to in writing by Owner, to Owner and any such additional insured of Contractor, and Engineer with 30 days written notice to continuation of such insurance at fmal payment each other additional insured to whom a certificate of Ili and one year thereafter. insurance has been issued. 5.05 Owner's Liability Insurance B. Owner shall purchase and maintain such boiler and machinery insurance or additional property rri A. In addition to the insurance required to be insurance as may be required by the Supplementary provided by Contractor under Paragraph 5.04, Owner, at Conditions or Laws and Regulations which will include Owner's option, may purchase and maintain at Owner's the interests of Owner, Contractor, Subcontractors, and t IIli expense Owner's own liability insurance as will protect Engineer, and any other individuals or entities identified Owner against claims which may arise from operations in the Supplementary Conditions, and the officers, under the Contract Documents. directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is ma 5.06 Property Insurance deemed to have an insurable interest and shall be listed as an insured or additional insured. A. Unless otherwise provided in the Supple- mentary Conditions, Owner shall purchase and maintain C. All the policies of insurance (and the certifi- .4 property insurance upon the Work at the Site in the cates or other evidence thereof) required to be purchased amount of the full replacement cost thereof (subject to and maintained in accordance with Paragraph 5.06 will s such deductible amounts as may be provided in the contain a provision or endorsement that the coverage mill Supplementary Conditions or required by Laws and afforded will not be canceled or materially changed or Regulations).This insurance shall: renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other 1. include the interests of Owner, Contractor, additional insured to whom a certificate of insurance has nil Subcontractors, and Engineer, and any other individuals been issued and will contain waiver provisions in accor- or entities identified in the Supplementary Conditions, dance with Paragraph 5.07. ' and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, D. Owner shall not be responsible for purchasing WI each of whom is deemed to have an insurable interest and and maintaining any property insurance specified in this shall be listed as an insured or additional insured; Paragraph 5.06 to protect the interests of Contractor, s Subcontractors, or others in the Work to the extent of any a EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-15 ll .. deductible amounts that are identified in the Supple- 1. loss due to business interruption, loss of use, mentary Conditions. The risk of loss within such or other consequential loss extending beyond direct r identified deductible amount will be borne by Contractor, physical loss or damage to Owner's property or the Work Subcontractors, or others suffering any such loss, and if caused by, arising out of, or resulting from fire or other any of them wishes property insurance coverage within perils whether or not insured by Owner;and the limits of such amounts, each may purchase and 10 1101 maintain it at the purchaser's own expense. 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from E. If Contractor requests in writing that other fire or other insured peril or cause of loss covered by any ,r special insurance be included in the property insurance property insurance maintained on the completed Project policies provided under Paragraph 5.06, Owner shall, if or part thereof by Owner during partial utilization possible, include such insurance, and the cost thereof will pursuant to Paragraph 14.05,after Substantial Completion be charged to Contractor by appropriate Change Order. pursuant to Paragraph 14.04, or after final payment .1111 Prior to commencement of the Work at the Site, Owner pursuant to Paragraph 14.07. shall in writing advise Contractor whether or not such other insurance has been procured by Owner. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred 5.07 Waiver of Rights to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, A. Owner and Contractor intend that all policies damage, or consequential loss, the insurers will have no ,r„ purchased in accordance with Paragraph 5.06 will protect rights of recovery against Contractor, Subcontractors, or Owner, Contractor, Subcontractors, and Engineer, and all Engineer, and the officers, directors,partners, employees, other individuals or entities identified in the Supple- agents, consultants and subcontractors of each and any of mentary Conditions to be listed as insureds or additional them. 64101 insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of 5.08 Receipt and Application of Insurance Proceeds them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes A. Any insured loss under the policies of of loss covered thereby. All such policies shall contain insurance required by Paragraph 5.06 will be adjusted provisions to the effect that in the event of payment of with Owner and made payable to Owner as fiduciary for any loss or damage the insurers will have no rights of the insureds, as their interests may appear, subject to the emi recovery against any of the insureds or additional insureds requirements of any applicable mortgage clause and of thereunder. Owner and Contractor waive all rights against Paragraph 5.08.B. Owner shall deposit in a separate each other and their respective officers, directors, account any money so received and shall distribute it in partners, employees, agents, consultants and accordance with such agreement as the parties in interest .. subcontractors of each and any of them for all losses and may reach. If no other special agreement is reached, the damages caused by,arising out of or resulting from any of damaged Work shall be repaired or replaced, the moneys the perils or causes of loss covered by such policies and so received applied on account thereof,and the Work and any other property insurance applicable to the Work; and, the cost thereof covered by an appropriate Change Order. ""' in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities B. Owner as fiduciary shall have power to adjust identified in the Supplementary Conditions to be listed as and settle any loss with the insurers unless one of the 1111 insured or additional insured (and the officers, directors, parties in interest shall object in writing within 15 days partners, employees, agents, consultants and after the occurrence of loss to Owner's exercise of this subcontractors of each and any of them) under such power. If such objection be made, Owner as fiduciary policies for losses and damages so caused. None of the shall make settlement with the insurers in accordance with . above waivers shall extend to the rights that any party such agreement as the parties in interest may reach. If no making such waiver may have to the proceeds of such agreement among the parties in interest is reached, insurance held by Owner as trustee or otherwise payable Owner as fiduciary shall adjust and settle the loss with the under any policy so issued. insurers and, if required in writing by any party in ON interest,Owner as fiduciary shall give bond for the proper B. Owner waives all rights against Contractor, performance of such duties. Subcontractors, and Engineer, and the officers, directors, r partners, employees, agents, consultants and 5.09 Acceptance of Bonds and Insurance; Option to subcontractors of each and any of them for: Replace A. If either Owner or Contractor has any 'r objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract .. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-16 .r 4 Si Documents, the objecting party shall so notify the other received from the superintendent shall be binding on 4 party in writing within 10 days after receipt of the Contractor. certificates (or other evidence requested) required by id Paragraph 2.01.B. Owner and Contractor shall each 6.02 Labor; Working Hours provide to the other such additional information in respect of insurance provided as the other may reasonably A. Contractor shall provide competent, suitably isi request. If either party does not purchase or maintain all qualified personnel to survey and lay out the Work and of the bonds and insurance required of such party by the perform construction as required by the Contract Docu- Contract Documents, such party shall notify the other ments. Contractor shall at all times maintain good disci- party in writing of such failure to purchase prior to the pline and order at the Site. vie start of the Work, or of such failure to maintain prior to any change in the required coverage.Without prejudice to B. Except as otherwise required for the safety or any other right or remedy, the other party may elect to protection of persons or the Work or property at the Site obtain equivalent bonds or insurance to protect such other or adjacent thereto, and except as otherwise stated in the iii party's interests at the expense of the party who was Contract Documents, all Work at the Site shall be required to provide such coverage, and a Change Order performed during regular working hours. Contractor will I shall be issued to adjust the Contract Price accordingly. not permit the performance of Work on a Saturday, ea Sunday, or any legal holiday without Owner's written 5.10 Partial Utilization, Acknowledgment of Property consent (which will not be unreasonably withheld) given Insurer after prior written notice to Engineer. rl A.If Owner finds it necessary to occupy or use a 6.03 Services, Materials, and Equipment portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph A. Unless otherwise specified in the Contract 14.05, no such use or occupancy shall commence before Documents, Contractor shall provide and assume full iii the insurers providing the property insurance pursuant to responsibility for all services,materials,equipment,labor, Paragraph 5.06 have acknowledged notice thereof and in transportation, construction equipment and machinery, „,. writing effected any changes in coverage necessitated tools, appliances, fuel, power, light, heat, telephone, iii thereby. The insurers providing the property insurance water,sanitary facilities,temporary facilities,and all other shall consent by endorsement on the policy or policies, facilities and incidentals necessary for the performance, but the property insurance shall not be canceled or testing,start-up,and completion of the Work. permitted to lapse on account of any such partial use orlr,,, occupancy. B.All materials and equipment incorporated into the Work shall be as specified or,if not specified, shall be of good quality and new, except as otherwise provided in ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES the Contract Documents. All special warranties and WI guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, 6.01 Supervision and Superintendence Contractor shall furnish satisfactory evidence (including ail reports of required tests) as to the source, kind, and A. Contractor shall supervise, inspect, and direct quality of materials and equipment. the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as C. All materials and equipment shall be stored, oi may be necessary to perform the Work in accordance with applied, installed, connected, erected, protected, used, the Contract Documents. Contractor shall be solely cleaned, and conditioned in accordance with instructions responsible for the means, methods, techniques, of the applicable Supplier, except as otherwise may be 4 sequences, and procedures of construction. Contractor provided in the Contract Documents. fa shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific 6.04 Progress Schedule i means, method, technique, sequence, or procedure of NI construction which is shown or indicated in and expressly A. Contractor shall adhere to the Progress required by the Contract Documents. Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided ' B. At all times during the progress of the Work, below. tali Contractor shall assign a competent resident superin- tendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's oil representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or iiii EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-17 " Id 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) 2) it will conform substantially to the ..t proposed adjustments in the Progress Schedule that will detailed requirements of the item named in the not result in changing the Contract Times. Such adjust- Contract Documents. ments will comply with any provisions of the General Re- quirements applicable thereto. 2. Substitute Items r 2. Proposed adjustments in the Progress a. If in Engineer's sole discretion an item of Schedule that will change the Contract Times shall be material or equipment proposed by Contractor ,,o submitted in accordance with the requirements of Article does not qualify as an "or-equal" item under 12. Adjustments in Contract Times may only be made by Paragraph 6.05.A.1, it will be considered a a Change Order. proposed substitute item. .r 6.05 Substitutes and "Or-Equals" b. Contractor shall submit sufficient information as provided below to allow Engineer to A.Whenever an item of material or equipment is determine that the item of material or equipment specified or described in the Contract Documents by proposed is essentially equivalent to that named m" using the name of a proprietary item or the name of a and an acceptable substitute therefor. Requests particular Supplier, the specification or description is for review of proposed substitute items of intended to establish the type, function, appearance, and material or equipment will not be accepted by N. quality required. Unless the specification or description Engineer from anyone other than Contractor. contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is c. The requirements for review by Engineer will permitted, other items of material or equipment or be as set forth in Paragraph 6.05.A.2.d, as •• material or equipment of other Suppliers may be supplemented in the General Requirements and submitted to Engineer for review under the circumstances as Engineer may decide is appropriate under the described below. circumstances. sue 1. "Or-Equal" Items: If in Engineer's sole d. Contractor shall make written application to discretion an item of material or equipment proposed by Engineer for review of a proposed substitute item Contractor is functionally equal to that named and of material or equipment that Contractor seeks to ti.. sufficiently similar so that no change in related Work will furnish or use.The application: be required, it may be considered by Engineer as an "or-equal"item,in which case review and approval of the 1) shall certify that the proposed substi- proposed item may, in Engineer's sole discretion, be tute item will: .a accomplished without compliance with some or all of the requirements for approval of proposed substitute items. a)perform adequately the functions and For the purposes of this Paragraph 6.05.A.1, a proposed achieve the results called for by the item of material or equipment will be considered general design, "' functionally equal to an item so named if: b) be similar in substance to that a. in the exercise of reasonable judgment specified, and 1111111Engineer determines that: c) be suited to the same use as that 1) it is at least equal in materials of specified; construction, quality, durability, appearance, .. strength,and design characteristics; 2)will state: 2) it will reliably perform at least a)the extent, if any, to which the use of equally well the function and achieve the results the proposed substitute item will preju- "' imposed by the design concept of the completed dice Contractor's achievement of Project as a functioning whole, Substantial Completion on time; r 3)it has a proven record of performance b) whether or not use of the proposed and availability of responsive service;and substitute item in the Work will require a change in any of the Contract Docu- b. Contractor certifies that, if approved and ments (or in the provisions of any other ... incorporated into the Work: direct contract with Owner for other work on the Project)to adapt the design 1) there will be no increase in cost to to the proposed substitute item;and the Owner or increase in Contract Times,and OM EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-18 ,nrNIa. 1' all c) whether or not incorporation or use Documents (or in the provisions of any other direct of the proposed substitute item in con- contract with Owner) resulting from the acceptance of 1, nection with the Work is subject to each proposed substitute. arli payment of any license fee or royalty; F. Contractor's Expense: Contractor shall -t 3)will identify: provide all data in support of any proposed substitute or tad "or-equal"at Contractor's expense. a) all variations of the proposed substitute item from that specified,and 6.06 Concerning Subcontractors, Suppliers, and Others ti b) available engineering, sales, maintenance, repair, and replacement A. Contractor shall not employ any Subcon- -. services; tractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph aili 4) and shall contain an itemized esti- 6.06.B), whether initially or as a replacement, against mate of all costs or credits that will result whom Owner may have reasonable objection. Contractor I directly or indirectly from use of such substitute shall not be required to employ any Subcontractor, r item, including costs of redesign and claims of Supplier, or other individual or entity to furnish or other contractors affected by any resulting perform any of the Work against whom Contractor has change, reasonable objection. iii B. Substitute Construction Methods or Proce- B. If the Supplementary Conditions require the dures: If a specific means, method, technique, sequence, identity of certain Subcontractors, Suppliers, or other g or procedure of construction is expressly required by the individuals or entities to be submitted to Owner in i Contract Documents, Contractor may furnish or utilize a advance for acceptance by Owner by a specified date ani substitute means, method, technique, sequence, or prior to the Effective Date of the Agreement, and if procedure of construction approved by Engineer. Contractor has submitted a list thereof in accordance with 1 Contractor shall submit sufficient information to allow the Supplementary Conditions, Owner's acceptance Engineer, in Engineer's sole discretion, to determine that (either in writing or by failing to make written objection iii the substitute proposed is equivalent to that expressly thereto by the date indicated for acceptance or objection called for by the Contract Documents. The requirements in the Bidding Documents or the Contract Documents) of `=T for review by Engineer will be similar to those provided any such Subcontractor, Supplier, or other individual or etii in Paragraph 6.05.A.2. entity so identified may be revoked on the basis of reason- able objection after due investigation. Contractor shall C. Engineer's Evaluation: Engineer will be submit an acceptable replacement for the rejected g allowed a reasonable time within which to evaluate each Subcontractor, Supplier, or other individual or entity, and aii proposal or submittal made pursuant to Paragraphs 6.05.A the Contract Price will be adjusted by the difference in the and 6.05.B. Engineer may require Contractor to furnish cost occasioned by such replacement, and an appropriate , additional data about the proposed substitute item. Change Order will be issued.No acceptance by Owner of Engineer will be the sole judge of acceptability. No "or any such Subcontractor, Supplier, or other individual or iii equal" or substitute will be ordered, installed or utilized entity, whether initially or as a replacement, shall consti- until Engineer's review is complete, which will be tute a waiver of any right of Owner or Engineer to reject 1 evidenced by either a Change Order for a substitute or an defective Work. ati approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative C. Contractor shall be fully responsible to Owner determination. and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or mil D. Special Guarantee: Owner may require entities performing or furnishing any of the Work just as Contractor to furnish at Contractor's expense a special Contractor is responsible for Contractor's own acts and ,g performance guarantee or other surety with respect to any omissions.Nothing in the Contract Documents: substitute. mi 1. shall create for the benefit of any such E. Engineer's Cost Reimbursement: Engineer Subcontractor, Supplier, or other individual or entity any will record Engineer's costs in evaluating a substitute contractual relationship between Owner or Engineer andai proposed or submitted by Contractor pursuant to any such Subcontractor, Supplier or other individual or Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer entity,nor approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the 2. shall anything in the Contract Documents ai charges of Engineer for evaluating each such proposed create any obligation on the part of Owner or substitute. Contractor shall also reimburse Owner for the Engineer to pay or to see to the payment of any moneys 4 charges of Engineer for making changes in the Contract due any such Subcontractor, Supplier, or other individual WI EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-19 ai taw or entity except as may otherwise be required by Laws B. To the fullest extent permitted by Laws and and Regulations. Regulations, Contractor shall indemnify and hold "" harmless Owner and Engineer,and the officers, directors, D. Contractor shall be solely responsible for partners, employees, agents, consultants and scheduling and coordinating the Work of Subcontractors, subcontractors of each and any of them from and against .i. Suppliers, and other individuals or entities performing or all claims, costs, losses, and damages (including but not furnishing any of the Work under a direct or indirect limited to all fees and charges of engineers, architects, contract with Contractor. attorneys, and other professionals and all court or arbitration or other dispute resolution costs)arising out of a. E. Contractor shall require all Subcontractors, or relating to any infringement of patent rights or Suppliers, and such other individuals or entities per- copyrights incident to the use in the performance of the forming or furnishing any of the Work to communicate Work or resulting from the incorporation in the Work of with Engineer through Contractor. any invention, design, process, product, or device not specified in the Contract Documents. F. The divisions and sections of the Specifica- tions and the identifications of any Drawings shall not 6.08 Permits control Contractor in dividing the Work among Subcon- "`rn tractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the Supple- performed by any specific trade. mentary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist O i G. All Work performed for Contractor by a Contractor, when necessary, in obtaining such permits Subcontractor or Supplier will be pursuant to an appro- and licenses. Contractor shall pay all governmental priate agreement between Contractor and the charges and inspection fees necessary for the prosecution Subcontractor or Supplier which specifically binds the of the Work which are applicable at the time of opening t. Subcontractor or Supplier to the applicable terms and of Bids, or, if there are no Bids, on the Effective Date of conditions of the Contract Documents for the benefit of the Agreement. Owner shall pay all charges of utility Owner and Engineer. Whenever any such agreement is owners for connections for providing permanent service with a Subcontractor or Supplier who is listed as an to the Work. '"` additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations and the Subcontractor or Supplier will contain provisions Witwhereby the Subcontractor or Supplier waives all rights A. Contractor shall give all notices required by against Owner, Contractor, and Engineer„ and all other and shall comply with all Laws and Regulations applica- individuals or entities identified in the Supplementary ble to the performance of the Work. Except where Conditions to be listed as insureds or additional insureds otherwise expressly required by applicable Laws and 0. (and the officers, directors, partners, employees, agents, Regulations, neither Owner nor Engineer shall be consultants and subcontractors of each and any of them) responsible for monitoring Contractor's compliance with for all losses and damages caused by, arising out of, any Laws or Regulations. relating to, or resulting from any of the perils or causes of "" loss covered by such policies and any other property B. If Contractor performs any Work knowing or insurance applicable to the Work. If the insurers on any having reason to know that it is contrary to Laws or such policies require separate waiver forms to be signed Regulations, Contractor shall bear all claims, costs, w by any Subcontractor or Supplier, Contractor will obtain losses, and damages (including but not limited to all fees the same. and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute 6.07 Patent Fees and Royalties resolution costs) arising out of or relating to such Work. ""' However, it shall not be Contractor's primary A. Contractor shall pay all license fees and responsibility to make certain that the Specifications and royalties and assume all costs incident to the use in the Drawings are in accordance with Laws and Regulations, performance of the Work or the incorporation in the Work but this shall not relieve Contractor of Contractor's "' of any invention, design, process, product, or device obligations under Paragraph 3.03. which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, C. Changes in Laws or Regulations not known at row or device is specified in the Contract Documents for use the time of opening of Bids (or, on the Effective Date of in the performance of the Work and if to the actual the Agreement if there were no Bids)having an effect on knowledge of Owner or Engineer its use is subject to the cost or time of performance of the Work shall be the patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract r. license fee or royalty to others, the existence of such Times. If Owner and Contractor are unable to agree on rights shall be disclosed by Owner in the Contract entitlement to or on the amount or extent, if any, of any Documents. such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. me EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-20 VMS rrommrr Ili D. Loading Structures: Contractor shall not load 4 6.10 Taxes nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall mil A. Contractor shall pay all sales, consumer, use, Contractor subject any part of the Work or adjacent and other similar taxes required to be paid by Contractor property to stresses or pressures that will endanger it. in accordance with the Laws and Regulations of the place . of the Project which are applicable during the 6.12 Record Documents performance of the Work. A. Contractor shall maintain in a safe place at the i' 6.11 Use of Site and Other Areas Site one record copy of all Drawings, Specifications, �yj Addenda,Change Orders,Work Change Directives,Field A.Limitation on Use of Site and Other Areas Orders, and written interpretations and clarifications in good order and annotated to show changes made duringIli 1. Contractor shall confine construction equip- construction. These record documents together with all ment, the storage of materials and equipment, and the approved Samples and a counterpart of all approved Shop operations of workers to the Site and other areas Drawings will be available to Engineer for reference. permitted by Laws and Regulations, and shall not Upon completion of the Work, these record documents, Mil unreasonably encumber the Site and other areas with Samples, and Shop Drawings will be delivered to Engi- construction equipment or other materials or equipment. neer for Owner. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or 6.13 Safety and Protection di occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precau- 2. Should any claim be made by any such owner tions and programs in connection with the Work. NI or occupant because of the performance of the Work, Contractor shall take all necessary precautions for the Contractor shall promptly settle with such other party by safety of, and shall provide the necessary protection to negotiation or otherwise resolve the claim by arbitration prevent damage,injury or loss to: oil or other dispute resolution proceeding or at law. 1. all persons on the Site or who may be affected 3. To the fullest extent permitted by Laws and by the Work; Regulations, Contractor shall indemnify and hold eiii harmless Owner and Engineer, and the officers, directors, 2. all the Work and materials and equipment to partners, employees, agents, consultants and be incorporated therein, whether in storage on or off the , subcontractors of each and any of them from and against Site;and all claims, costs, losses, and damages (including but not wii limited to all fees and charges of engineers, architects, 3. other property at the Site or adjacent thereto, attorneys, and other professionals and all court or including trees, shrubs, lawns, walks, pavements, arbitration or other dispute resolution costs)arising out of roadways, structures,utilities,and Underground Facilities tail or relating to any claim or action, legal or equitable, not designated for removal, relocation, or replacement in brought by any such owner or occupant against Owner, the course of construction. Engineer, or any other party indemnified hereunder to the t extent caused by or based upon Contractor's performance B. Contractor shall comply with all applicable iii of the Work. Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from B.Removal of Debris During Performance of the damage, injury, or loss; and shall erect and maintain all Work: During the progress of the Work Contractor shall necessary safeguards for such safety and protection. + il keep the Site and other areas free from accumulations of Contractor shall notify owners of adjacent property and of waste materials, rubbish, and other debris. Removal and Underground Facilities and other utility owners when w disposal of such waste materials,rubbish,and other debris prosecution of the Work may affect them, and shall al shall conform to applicable Laws and Regulations. cooperate with them in the protection, removal, relocation,and replacement of their property. C. Cleaning: Prior to Substantial Completion of f the Work Contractor shall clean the Site and the Work C. All damage, injury, or loss to any property ri, and make it ready for utilization by Owner. At the com- referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, pletion of the Work Contractor shall remove from the Site directly or indirectly, in whole or in part, by Contractor, all tools, appliances, construction equipment and any Subcontractor, Supplier, or any other individual or machinery, and surplus materials and shall restore to entity directly or indirectly employed by any of them to uli original condition all property not designated for perform any of the Work,or anyone for whose acts any of alteration by the Contract Documents. them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Draw- EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-21 ings or Specifications or to the acts or omissions of b. Data shown on the Shop Drawings will be Owner or Engineer or , or anyone employed by any of complete with respect to quantities, dimensions, IOW them, or anyone for whose acts any of them may be specified performance and design criteria, liable, and not attributable,directly or indirectly, in whole materials, and similar data to show Engineer the or in part, to the fault or negligence of Contractor or any services, materials, and equipment Contractor Subcontractor, Supplier, or other individual or entity proposes to provide and to enable Engineer to A" directly or indirectly employed by any of them). review the information for the limited purposes required by Paragraph 6.17.D. D. Contractor's duties and responsibilities for amsafety and for protection of the Work shall continue until 2. Samples: Contractor shall also submit such time as all the Work is completed and Engineer has Samples to Engineer for review and approval in accor- issued a notice to Owner and Contractor in accordance dance with the acceptable schedule of Shop Drawings and with Paragraph 14.07.B that the Work is acceptable Sample submittals. VIM (except as otherwise expressly provided in connection with Substantial Completion). a. Submit number of Samples specified in the Specifications. 6.14 Safety Representative offr b. Clearly identify each Sample as to material, A. Contractor shall designate a qualified and Supplier,pertinent data such as catalog numbers, experienced safety representative at the Site whose duties the use for which intended and other data as meand responsibilities shall be the prevention of accidents Engineer may require to enable Engineer to and the maintaining and supervising of safety precautions review the submittal for the limited purposes and programs. required by Paragraph 6.17.D. ... 6.15 Hazard Communication Programs B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals A. Contractor shall be responsible for coordi- , any related Work performed prior to Engineer's review nating any exchange of material safety data sheets or and approval of the pertinent submittal will be at the sole " other hazard communication information required to be expense and responsibility of Contractor. made available to or exchanged between or among employers at the Site in accordance with Laws or C. Submittal Procedures Regulations. 1. Before submitting each Shop Drawing or 6.16 Emergencies Sample, Contractor shall have determined and verified: .. A. In emergencies affecting the safety or protec- a. all field measurements,quantities,dimensions, tion of persons or the Work or property at the Site or specified performance and design criteria, adjacent thereto, Contractor is obligated to act to prevent installation requirements, materials, catalog rw threatened damage, injury, or loss. Contractor shall give numbers, and similar information with respect Engineer prompt written notice if Contractor believes that thereto; any significant changes in the Work or variations from the Contract Documents have been caused thereby or are b. the suitability of all materials with respect to required as a result thereof. If Engineer determines that a intended use, fabrication, shipping, handling, ..o change in the Contract Documents is required because of storage, assembly, and installation pertaining to the action taken by Contractor in response to such an the performance of the Work; emergency, a Work Change Directive or Change Order ..• will be issued. c. all information relative to Contractor's responsibilities for means, methods, techniques, 6.17 Shop Drawings and Samples sequences, and procedures of construction, and safety precautions and programs incident thereto; "` A. Contractor shall submit Shop Drawings and and Samples to Engineer for review and approval in accor- dance with the acceptable Schedule of Submittals (as d. shall also have reviewed and coordinated each required by Paragraph 2.07). Each submittal will be Shop Drawing or Sample with other Shop OM identified as Engineer may require. Drawings and Samples and with the requirements of the Work and the Contract 1. Shop Drawings Documents. i a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific General Requirements. written certification that Contractor has satisfied Contractor's obligations under the Contract Documents am EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-22 r NW ', Id with respect to Contractor's review and approval of that disagreements with Owner. No Work shall be delayed or submittal. postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or lei 3. With each submittal, Contractor shall give as Owner and Contractor may otherwise agree in writing. Engineer specific written notice of any variations,that the Shop Drawing or Sample may have from the requirements 6.19 Contractor's General Warranty and Guarantee tit of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawing's A. Contractor warrants and guarantees to Owner or Sample Submittal; and, in addition, by a specific that all Work will be in accordance with the Contract notation made on each Shop Drawing or Sample submit- Documents and will not be defective. Engineer and its tri ted to Engineer for review and approval of each such Related Entities shall be entitled to rely on representation variation. of Contractor's warranty and guarantee. 1 a D.Engineer's Review B. Contractor's warranty and guarantee iii hereunder excludes defects or damage caused by: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule 1. abuse, modification, or improper maintenance rig of Submittals acceptable to Engineer. Engineer's review or operation by persons other than Contractor, Sub- and approval will be only to determine if the items contractors,Suppliers,or any other individual or entity for covered by the submittals will, after installation or whom Contractor is responsible; or incorporation in the Work, conform to the information iii given in the Contract Documents and be compatible with 2.normal wear and tear under normal usage. the design concept of the completed Project as a _, functioning whole as indicated by the Contract Docu- C. Contractor's obligation to perform and ' ments. complete the Work in accordance with the Contract id Documents shall be absolute. None of the following will 2. Engineer's review and approval will not constitute an acceptance of Work that is not in accordance extend to means, methods, techniques, sequences, or with the Contract Documents or a release of Contractor's oil procedures of construction (except where a particular obligation to perform the Work in accordance with the means,method,technique, sequence, or procedure of con- Contract Documents: 1 struction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs 1. observations by Engineer; sii incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in 2. recommendation by Engineer or payment by which the item functions. Owner of any progress or fmal payment; sii 3. Engineer's review and approval shall not 3. the issuance of a certificate of Substantial relieve Contractor from responsibility for any variation Completion by Engineer or any payment related thereto from the requirements of the Contract Documents unless by Owner; sii Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written 4. use or occupancy of the Work or any part approval of each such variation by specific written thereof by Owner; 1' notation thereof incorporated in or accompanying the ill Shop Drawing or Sample.Engineer's review and approval 5.any review and approval of a Shop Drawing or shall not relieve Contractor from responsibility for Sample submittal or the issuance of a notice of acceptabil- , complying with the requirements of Paragraph 6.17.C.1. ity by Engineer; +rel E.Resubmittal Procedures 6.any inspection,test,or approval by others;or 1. Contractor shall make corrections required by 7.any correction of defective Work by Owner. wil Engineer and shall return the required number of cor- rected copies of Shop Drawings and submit, as required, 6.20 Indemnification new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than A. To the fullest extent permitted by Laws and tiiii the corrections called for by Engineer on previous Regulations, Contractor shall indemnify and hold submittals. harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and 6.18 Continuing the Work subcontractors of each and any of them from and against r ll all claims, costs, losses, and damages (including but not A.Contractor shall carry on the Work and adhere limited to all fees and charges of engineers, architects, , to the Progress Schedule during all disputes or attorneys, and other professionals and all court or r/ EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-23 ser arbitration or other dispute resolution costs)arising out of shall appear on all drawings, calculations, specifications, or relating to the performance of the Work, provided that certifications, Shop Drawings and other submittals .. any such claim, cost, loss, or damage is attributable to prepared by such professional. Shop Drawings and other bodily injury, sickness,disease,or death, or to injury to or submittals related to the Work designed or certified by destruction of tangible property (other than the Work such professional, if prepared by others, shall bear such .r itself), including the loss of use resulting therefrom but professional's written approval when submitted to only to the extent caused by any negligent act or omission Engineer. of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any C. Owner and Engineer shall be entitled to rely VIIof them to perform any of the Work or anyone for whose upon the adequacy, accuracy and completeness of the acts any of them may be liable. services, certifications or approvals performed by such design professionals, provided Owner and Engineer have B. In any and all claims against Owner or specified to Contractor all performance and design criteria +r Engineer or any of their respective consultants, agents, that such services must satisfy. officers, directors,partners, or employees by any employ- ee (or the survivor or personal representative of such D. Pursuant to this Paragraph 6.21, Engineer's employee) of Contractor, any Subcontractor, any review and approval of design calculations and design Supplier, or any individual or entity directly or indirectly drawings will be only for the limited purpose of checking employed by any of them to perform any of the Work, or for conformance with performance and design criteria anyone for whose acts any of them may be liable, the given and the design concept expressed in the Contract 0. indemnification obligation under Paragraph 6.20.A shall Documents. Engineer's review and approval of Shop not be limited in any way by any limitation on the amount Drawings and other submittals(except design calculations or type of damages, compensation, or benefits payable by and design drawings) will be only for the purpose stated or for Contractor or any such Subcontractor, Supplier, or in Paragraph 6.17.D.1. WWI other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit E. Contractor shall not be responsible for the acts. adequacy of the performance or design criteria required by the Contract Documents. OW C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, partners, ARTICLE 7-OTHER WORK AT THE SITE Iwoemployees, agents, consultants and subcontractors arising out of: 7.01 Related Work at Site 1.the preparation or approval of,or the failure to .. prepare or approve, maps, Drawings, opinions, reports, A. Owner may perform other work related to the surveys,Change Orders,designs,or Specifications;or Project at the Site with Owner's employees, or via other direct contracts therefor,or have other work performed by 2. giving directions or instructions, or failing to utility owners. If such other work is not noted in the Con- "' give them, if that is the primary cause of the injury or tract Documents,then: damage. 1. written notice thereof will be given to Wilt 6.21 Delegation of Professional Design Services Contractor prior to starting any such other work;and A. Contractor will not be required to provide 2. if Owner and Contractor are unable to agree professional design services unless such services are on entitlement to or on the amount or extent, if any, of w specifically required by the Contract Documents for a any adjustment in the Contract Price or Contract Times portion of the Work or unless such services are required that should be allowed as a result of such other work, a to carry out Contractor's responsibilities for construction Claim may be made therefor as provided in Paragraph means, methods, techniques, sequences and procedures. 10.05. — Contractor shall not be required to provide professional services in violation of applicable law. B. Contractor shall afford each other contractor who is a party to such a direct contract,each utility owner .. B. If professional design services or and Owner, if Owner is performing other work with certifications by a design professional related to systems, Owner's employees, proper and safe access to the Site, a materials or equipment are specifically required of reasonable opportunity for the introduction and storage of Contractor by the Contract Documents, Owner and materials and equipment and the execution of such other .. Engineer will specify all performance and design criteria work, and shall properly coordinate the Work with theirs. that such services must satisfy. Contractor shall cause Contractor shall do all cutting,fitting, and patching of the such services or certifications to be provided by a Work that may be required to properly connect or properly licensed professional, whose signature and seal otherwise make its several parts come together and rr EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-24 r id properly integrate with such other work. Contractor shall ARTICLE 8-OWNER'S RESPONSIBILITIES I not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter sii their work with the written consent of Engineer and the 8.01 Communications to Contractor others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for A.Except as otherwise provided in these General riii the benefit of such utility owners and other contractors to Conditions, Owner shall issue all communications to the extent that there are comparable provisions for the Contractor through Engineer. benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 8.02 Replacement of Engineer ■i C. If the proper execution or results of any part A. In case of termination of the employment of of Contractor's Work depends upon work performed by Engineer, Owner shall appoint an engineer to whom others under this Article 7, Contractor shall inspect such Contractor makes no reasonable objection, whose status Nig other work and promptly report to Engineer in writing any under the Contract Documents shall be that of the former delays, defects, or deficiencies in such other work that Engineer. t render it unavailable or unsuitable for the proper ati execution and results of Contractor's Work. Contractor's 8.03 Furnish Data failure to so report will constitute an acceptance of such other work as fit and proper for integration with A. Owner shall promptly furnish the data Contractor's Work except for latent defects and required of Owner under the Contract Documents. d deficiencies in such other work. 8.04 Pay When Due 7 7.02 Coordination A. Owner shall make payments to Contractor id A. If Owner intends to contract with others for when they are due as provided in Paragraphs 14.02.0 and the performance of other work on the Project at the Site, 14.07.C. the following will be set forth in Supplementary Condi- +rli tions: 8.05 Lands and Easements;Reports and Tests 1. the individual or entity who will have A. Owner's duties in respect of providing lands 1 authority and responsibility for coordination of the and easements and providing engineering surveys to ori activities among the various contractors will be identified; establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying 2. the specific matters to be covered by such and making available to Contractor copies of reports of w authority and responsibility will be itemized;and explorations and tests of subsurface conditions and ail drawings of physical conditions in or relating to existing 3. the extent of such authority and responsibili- surface or subsurface structures at or contiguous to the ties will be provided. Site that have been utilized by Engineer in preparing the mill Contract Documents. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole 8.06 Insurance authority and responsibility for such coordination. ani A. Owner's responsibilities, if any, in respect to 7.03 Legal Relationships purchasing and maintaining liability and property insur- ance are set forth in Article 5. A.Paragraphs 7.01.A and 7.02 are not applicable NI for utilities not under the control of Owner. 8.07 Change Orders B. Each other direct contract of Owner under A. Owner is obligated to execute Change Orders iiii Paragraph 7.01.A shall provide that the other contractor is as indicated in Paragraph 10.03. liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a 8.08 Inspections, Tests, and Approvals result of the other contractor's actions or inactions. Ili A. Owner's responsibility in respect to certain C. Contractor shall be liable to Owner and any inspections, tests, and approvals is set forth in Paragraph other contractor for the reasonable direct delay and 13.03.B. oil disruption costs incurred by such other contractor as a result of Contractor's action or inactions. lii EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-25 4 S NY 8.09 Limitations on Owner's Responsibilities Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. u' A. The Owner shall not supervise,direct,or have control or authority over, nor be responsible for, B. Engineer's visits and observations are subject Contractor's means, methods, techniques, sequences, or to all the limitations on Engineer's authority and .W procedures of construction, or the safety precautions and responsibility set forth in Paragraph 9.09.Particularly,but programs incident thereto, or for any failure of Contractor without limitation, during or as a result of Engineer's to comply with Laws and Regulations applicable to the visits or observations of Contractor's Work Engineer will performance of the Work. Owner will not be responsible not supervise, direct, control, or have authority over or be gmfor Contractor's failure to perform the Work in responsible for Contractor's means, methods, techniques, accordance with the Contract Documents. sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any 8.10 Undisclosed Hazardous Environmental failure of Contractor to comply with Laws and — Condition Regulations applicable to the performance of the Work. A. Owner's responsibility in respect to an undis- 9.03 Project Representative closed Hazardous Environmental Condition is set forth in " Paragraph 4.06. A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist 8.11 Evidence of Financial Arrangements Engineer in providing more extensive observation of the •• Work. The authority and responsibilities of any such A. If and to the extent Owner has agreed to Resident Project Representative and assistants will be as furnish Contractor reasonable evidence that financial provided in the Supplementary Conditions, and arrangements have been made to satisfy Owner's limitations on the responsibilities thereof will be as OM obligations under the Contract Documents, Owner's provided in Paragraph 9.09. If Owner designates another responsibility in respect thereof will be as set forth in the representative or agent to represent Owner at the Site who Supplementary Conditions. is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of OW such other individual or entity will be as provided in the ARTICLE 9 - ENGINEER'S STATUS DURING Supplementary Conditions. CONSTRUCTION .m 9.04 Authorized Variations in Work 9.01 Owner's Representative A. Engineer may authorize minor variations in the Work from the requirements of the Contract "" A. Engineer will be Owner's representative Documents which do not involve an adjustment in the during the construction period. The duties and responsi- Contract Price or the Contract Times and are compatible bilities and the limitations of authority of Engineer as with the design concept of the completed Project as a Owner's representative during construction are set forth functioning whole as indicated by the Contract Docu- ` in the Contract Documents and will not be changed ments. These may be accomplished by a Field Order and without written consent of Owner and Engineer. will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or SO9.02 Visits to Site Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or A. Engineer will make visits to the Site at inter- both, and the parties are unable to agree on entitlement to vals appropriate to the various stages of construction as or on the amount or extent,if any, of any such adjustment f.. Engineer deems necessary in order to observe as an , a Claim may be made therefor as provided in Paragraph experienced and qualified design professional the 10.05. progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on 9.05 Rejecting Defective Work NM information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in A. Engineer will have authority to reject Work general, if the Work is proceeding in accordance with the which Engineer believes to be defective, or that Engineer UMContract Documents. Engineer will not be required to believes will not produce a completed Project that make exhaustive or continuous inspections on the Site to conforms to the Contract Documents or that will prejudice check the quality or quantity of the Work. Engineer's the integrity of the design concept of the completed efforts will be directed toward providing for Owner a Project as a functioning whole as indicated by the .. greater degree of confidence that the completed Work will Contract Documents. Engineer will also have authority to conform generally to the Contract Documents. On the require special inspection or testing of the Work as basis of such visits and observations, Engineer will keep provided in Paragraph 13.04, whether or not the Work is fabricated,installed,or completed. r EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-26 v gook +r partiality to Owner or Contractor and will not be liable in 9.06 Shop Drawings, Change Orders and Payments connection with any interpretation or decision rendered in good faith in such capacity. Ili A. In connection with Engineer's authority, and limitations thereof,as to Shop Drawings and Samples,see 9.09 Limitations on Engineer's Authority and 7 Paragraph 6.17. Responsibilities rri B. In connection with Engineer's authority, and A. Neither Engineer's authority or responsibility limitations thereof, as to design calculations and design under this Article 9 or under any other provision of the drawings submitted in response to a delegation of Contract Documents nor any decision made by Engineer al professional design services,if any,see Paragraph 6.21. in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise,or $ C. In connection with Engineer's authority as to performance of any authority or responsibility by i Change Orders, see Articles 10, 11,and 12. Engineer shall create, impose, or give rise to any duty in iiii contract, tort, or otherwise owed by Engineer to D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other t Applications for Payment,see Article 14. individual or entity, or to any surety for or employee or Ili agent of any of them. 9.07 Determinations for Unit Price Work B. Engineer will not supervise,direct, control, or A. Engineer will determine the actual quantities have authority over or be responsible for Contractor's id and classifications of Unit Price Work performed by means, methods, techniques, sequences, or procedures of Contractor. Engineer will review with Contractor the construction, or the safety precautions and programs Engineer's preliminary determinations on such matters incident thereto, or for any failure of Contractor to before rendering a written decision thereon (by comply with Laws and Regulations applicable to the rii recommendation of an Application for Payment or performance of the Work. Engineer will not be respon- otherwise). Engineer's written decision thereon will be sible for Contractor's failure to perform the Work in 4 final and binding (except as modified by Engineer to accordance with the Contract Documents. viii reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of C. Engineer will not be responsible for the acts Paragraph 10.05. or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing a 9.08 Decisions on Requirements of Contract any of the Work. Documents and Acceptability of Work 4 D. Engineer's review of the final Application for A. Engineer will be the initial interpreter of the Payment and accompanying documentation and all dl requirements of the Contract Documents and judge of the maintenance and operating instructions, schedules, acceptability of the Work thereunder. All matters in guarantees, bonds, certificates of inspection, tests and f question and other matters between Owner and Contractor approvals, and other documentation required to be arising prior to the date final payment is due relating to delivered by Paragraph 14.07.A will only be to determine viii the acceptability of the Work,and the interpretation of the generally that their content complies with the require- requirements of the Contract Documents pertaining to the ments of, and in the case of certificates of inspections, performance of the Work, will be referred initially to tests, and approvals that the results certified indicatesit Engineer in writing within 30 days of the event giving rise compliance with the Contract Documents. to the question ? E. The limitations upon authority and responsi- B. Engineer will, with reasonable promptness, bility set forth in this Paragraph 9.09 shall also apply to, mai render a written decision on the issue referred. If Owner the Resident Project Representative,if any,and assistants, or Contractor believe that any such decision entitles them if any. to an adjustment in the Contract Price or Contract Times oil or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the ARTICLE 10-CHANGES IN THE WORK;CLAIMS event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. d 10.01 Authorized Changes in the Work C. Engineer's written decision on the issue referred will be final and binding on Owner and A.Without invalidating the Contract and without Contractor,subject to the provisions of Paragraph 10.05. notice to any surety,Owner may,at any time or from time oil to time, order additions, deletions, or revisions in the D. When functioning as interpreter and judge Work by a Change Order, or a Work Change Directive. under this Paragraph 9.08, Engineer will not show Upon receipt of any such document, Contractor shall ■i EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-27 a IIIIII promptly proceed with the Work involved which will be 10.05 Claims performed under the applicable conditions of the Contract .. Documents(except as otherwise specifically provided). A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09,shall be B. If Owner and Contractor are unable to agree referred to the Engineer for decision. A decision by on entitlement to,or on the amount or extent, if any, of an Engineer shall be required as a condition precedent to any "r adjustment in the Contract Price or Contract Times, or exercise by Owner or Contractor of any rights or remedies both,that should be allowed as a result of a Work Change either may otherwise have under the Contract Documents Directive, a Claim may be made therefor as provided in or by Laws and Regulations in respect of such Claims. um Paragraph 10.05. B. Notice: Written notice stating the general 10.02 Unauthorized Changes in the Work nature of each Claim, shall be delivered by the claimant to Engineer and the other party to the Contract promptly(but 'r A.Contractor shall not be entitled to an increase in no event later than 30 days) after the start of the event in the Contract Price or an extension of the Contract giving rise thereto. The responsibility to substantiate a Times with respect to any work performed that is not Claim shall rest with the party making the Claim. Notice required by the Contract Documents as amended, of the amount or extent of the Claim,with supporting data `" modified,or supplemented as provided in Paragraph 3.04, shall be delivered to the Engineer and the other party to except in the case of an emergency as provided in the Contract within 60 days after the start of such event Paragraph 6.16 or in the case of uncovering Work as (unless Engineer allows additional time for claimant to NOprovided in Paragraph 13.04.B. submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall 10.03 Execution of Change Orders be prepared in accordance with the provisions of Paragraph 12.01.B.A Claim for an adjustment in Contract r. A. Owner and Contractor shall execute appropri- Time shall be prepared in accordance with the provisions ate Change Orders recommended by Engineer covering: of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment 1. changes in the Work which are: (i)ordered by claimed is the entire adjustment to which the claimant am Owner pursuant to Paragraph 10.01.A, (ii) required believes it is entitled as a result of said event. The because of acceptance of defective Work under Paragraph opposing party shall submit any response to Engineer and 13.08.A or Owner's correction of defective Work under the claimant within 30 days after receipt of the claimant's .. Paragraph 13.09,or(iii)agreed to by the parties; last submittal(unless Engineer allows additional time). 2. changes in the Contract Price or Contract C.Engineer's Action: Engineer will review each Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last •• undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions and in writing: "' 3. changes in the Contract Price or Contract 1.deny the Claim in whole or in part, Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 2.approve the Claim,or r. 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such 3.notify the parties that the Engineer is unable to decision in accordance with the provisions of the Contract resolve the Claim if, in the Engineer's sole discretion, it Documents and applicable Laws and Regulations, but would be inappropriate for the Engineer to do so. For .. during any such appeal, Contractor shall carry on the purposes of further resolution of the Claim, such notice Work and adhere to the Progress Schedule as provided in shall be deemed a denial. Paragraph 6.18.A. D. In the event that Engineer does not take action - 10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be deemed denied. A. If notice of any change affecting the general MAI scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph Documents (including, but not limited to, Contract Price 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or or Contract Times) is required by the provisions of any 10.05.D will be final and binding upon Owner and bond to be given to a surety,the giving of any such notice Contractor, unless Owner or Contractor invoke the - will be Contractor's responsibility. The amount of each dispute resolution procedure set forth in Article 16 within applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. any such change. .. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-28 1111.01111111.111.111111111111111.111110.101.111111111111111/ elle F.No Claim for an adjustment in Contract Price Contractor and shall deliver such bids to Owner,who will / or Contract Times will be valid if not submitted in then determine, with the advice of Engineer, which bids, accordance with this Paragraph 10.05. if any,will be acceptable. If any subcontract provides that as the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work ARTICLE 11 - COST OF THE WORK; and fee shall be determined in the same manner as 1 ALLOWANCES;UNIT PRICE WORK Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 11.01 Cost of the Work 4. Costs of special consultants(including but not Ai limited to Engineers, architects, testing laboratories, A. Costs Included: The term Cost of the Work surveyors, attorneys, and accountants) employed for means the sum of all costs, except those excluded in services specifically related to the Work. Paragraph 11.01.B, necessarily incurred and paid by mii Contractor in the proper performance of the Work. When 5. Supplemental costs including the following: the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is a. The proportion of necessary transportation, id determined on the basis of Cost of the Work, the costs to travel, and subsistence expenses of Contractor's be reimbursed to Contractor will be only those additional employees incurred in discharge of duties or incremental costs required because of the change in the connected with the Work. Work or because of the event giving rise to the Claim. rii Except as otherwise may be agreed to in writing by b. Cost, including transportation and mainte- Owner, such costs shall be in amounts no higher than nance, of all materials, supplies, equipment, .,, those prevailing in the locality of the Project,shall include machinery, appliances, office, and temporary only the following items, and shall not include any of the facilities at the Site,and hand tools not owned by gel costs itemized in Paragraph 11.01.B. the workers, which are consumed in the perfor- mance of the Work, and cost, less market value, 1 1. Payroll costs for employees in the direct of such items used but not consumed which iiii employ of Contractor in the performance of the Work remain the property of Contractor. under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, c. Rentals of all construction equipment and 7 without limitation, superintendents, foremen, and other machinery, and the parts thereof whether rented al personnel employed full time at the Site. Payroll costs for from Contractor or others in accordance with employees not employed full time on the Work shall be rental agreements approved by Owner with the apportioned on the basis of their time spent on the Work. advice of Engineer, and the costs of Payroll costs shall include, but not be limited to, salaries transportation, loading, unloading, assembly, mi and wages plus the cost of fringe benefits, which shall dismantling, and removal thereof. All such costs include social security contributions, unemployment, shall be in accordance with the terms of said excise, and payroll taxes, workers' compensation, health rental agreements. The rental of any such equip- riii and retirement benefits, bonuses, sick leave,vacation and ment, machinery, or parts shall cease when the holiday pay applicable thereto. The expenses of use thereof is no longer necessary for the Work. performing Work outside of regular working hours, on taxes other similar Saturday, Sunday, or legal holidays, shall be included in d. Sales, consumer, use, andriii the above to the extent authorized by Owner. related to the Work, and for which Contractor is liable,imposed by Laws and Regulations. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of e. Deposits lost for causes other than negligence al transportation and storage thereof, and Suppliers' field of Contractor, any Subcontractor, or anyone services required in connection therewith. All cash directly or indirectly employed by any of them or 3 discounts shall accrue to Contractor unless Owner for whose acts any of them may be liable, and Nil deposits funds with Contractor with which to make pay- royalty payments and fees for permits and ments, in which case the cash discounts shall accrue to licenses. Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall f. Losses and damages (and related expenses) sii accrue to Owner,and Contractor shall make provisions so caused by damage to the Work,not compensated that they may be obtained. by insurance or otherwise, sustained by Contractor in connection with the performance 3. Payments made by Contractor to of the Work (except losses and damages within rfil Subcontractors for Work performed by Subcontractors. If the deductible amounts of property insurance required by Owner, Contractor shall obtain competitive established in accordance with Paragraph bids from subcontractors acceptable to Owner and 5.06.D),provided such losses and damages have lii EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-29 Ili NM resulted from causes other than the negligence of be determined as set forth in the Agreement. When the Contractor, any Subcontractor, or anyone value of any Work covered by a Change Order or when a .. directly or indirectly employed by any of them or Claim for an adjustment in Contract Price is determined for whose acts any of them may be liable. Such on the basis of Cost of the Work,Contractor's fee shall be losses shall include settlements made with the determined as set forth in Paragraph 12.01.C. written consent and approval of Owner. No such `" losses, damages, and expenses shall be included D. Documentation: Whenever the Cost of the in the Cost of the Work for the purpose of Work for any purpose is to be determined pursuant to determining Contractor's fee. Paragraphs 11.01.A and 11.01.B,Contractor will establish MO and maintain records thereof in accordance with generally g. The cost of utilities, fuel, and sanitary accepted accounting practices and submit in a form facilities at the Site. acceptable to Engineer an itemized cost breakdown together with supporting data. um h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the 11.02 Allowances Site, expresses, and similar petty cash items in connection with the Work. A. It is understood that Contractor has included am in the Contract Price all allowances so named in the i. The costs of premiums for all bonds and Contract Documents and shall cause the Work so covered insurance Contractor is required by the Contract to be performed for such sums and by such persons or Documents to purchase and maintain. entities as may be acceptable to Owner and Engineer. B. Costs Excluded: The term Cost of the Work B. Cash Allowances shall not include any of the following items: — 1.Contractor agrees that: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of a. the cash allowances include the cost to partnerships and sole proprietorships), general managers, Contractor (less any applicable trade discounts) ` safety managers, engineers, architects, estimators, attor- of materials and equipment required by the neys, auditors, accountants, purchasing and contracting allowances to be delivered at the Site, and all agents, expediters, timekeepers, clerks, and other applicable taxes; and ... personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general b. Contractor's costs for unloading and handling administration of the Work and not specifically included on the Site, labor, installation, overhead, profit, in the agreed upon schedule of job classifications referred and other expenses contemplated for the cash am to in Paragraph 11.01.A.1 or specifically covered by allowances have been included in the Contract Paragraph 11.01.A.4, all of which are to be considered Price and not in the allowances, and no demand administrative costs covered by the Contractor's fee. for additional payment on account of any of the foregoing will be valid. °"' 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. C. Contingency Allowance 3. Any part of Contractor's capital expenses, 1. Contractor agrees that a contingency including interest on Contractor's capital employed for allowance, if any, is for the sole use of Owner to cover the Work and charges against Contractor for delinquent unanticipated costs. payments. ow D. Prior to final payment, an appropriate Change 4. Costs due to the negligence of Contractor,any Order will be issued as recommended by Engineer to Subcontractor, or anyone directly or indirectly employed reflect actual amounts due Contractor on account of Work by any of them or for whose acts any of them may be covered by allowances, and the Contract Price shall be "` liable, including but not limited to, the correction of correspondingly adjusted. defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to 11.03 Unit Price Work ..a property. A. Where the Contract Documents provide that 5. Other overhead or general expense costs of all or part of the Work is to be Unit Price Work, initially any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit 6,. expressly included in Paragraphs 11.01.A and 11.01.B. Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work C. Contractor's Fee: When all the Work is times the estimated quantity of each item as indicated in performed on the basis of cost-plus, Contractor's fee shall the Agreement. a. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-30 VIM rr. ill allowance for overhead and profit not necessarily in B. The estimated quantities of items of Unit accordance with Paragraph 12.01.C.2);or mill Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial 3. where the Work involved is not covered by Contract Price. Determinations of the actual quantities unit prices contained in the Contract Documents and ffi and classifications of Unit Price Work performed by agreement to a lump sum is not reached under Paragraphiiii Contractor will be made by Engineer subject to the 12.01.B.2, on the basis of the Cost of the Work provisions of Paragraph 9.07. (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as ei C. Each unit price will be deemed to include an provided in Paragraph 12.01.C). amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately C. Contractor's Fee: The Contractor's fee for identified item. overhead and profit shall be determined as follows: iri D. Owner or Contractor may make a Claim for 1.a mutually acceptable fixed fee;or an adjustment in the Contract Price in accordance with 1 Paragraph 10.05 if: 2. if a fixed fee is not agreed upon, then a fee rri based on the following percentages of the various portions 1. the quantity of any item of Unit Price Work of the Cost of the Work: performed by Contractor differs materially and signifi- 1 cantly from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.01.A.1 iiii in the Agreement;and and 11.01.A.2, the Contractor's fee shall be 15 percent; 1 2. there is no corresponding adjustment with respect any other item of Work;and b. for costs incurred under Paragraph 11.01.A.3, illi the Contractor's fee shall be five percent; 3. Contractor believes that Contractor is entitled 1 i to an increase in Contract Price as a result of having c. where one or more tiers of subcontracts are on mei incurred additional expense or Owner believes that Owner the basis of Cost of the Work plus a fee and no is entitled to a decrease in Contract Price and the parties fixed fee is agreed upon, the intent of Paragraph are unable to agree as to the amount of any such increase 12.01.C.2.a is that the Subcontractor who 4 or decrease. actually performs the Work,at whatever tier,will mil be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs t ARTICLE 12 - CHANGE OF CONTRACT PRICE; 11.01.A.1 and 11.01.A.2 and that any higher tier 5 CHANGE OF CONTRACT TIMES Subcontractor and Contractor will each be paid a id fee of five percent of the amount paid to the next lower tier Subcontractor; ) 12.01 Change of Contract Price aii d. no fee shall be payable on the basis of costs A. The Contract Price may only be changed by a itemized under Paragraphs 11.01.A.4, 11.01.A.5, y Change Order. Any Claim for an adjustment in the and 11.01.B; Contract Price shall be based on written notice submitted aili by the party making the Claim to the Engineer and the e. the amount of credit to be allowed by other party to the Contract in accordance with the Contractor to Owner for any change which provisions of Paragraph 10.05. results in a net decrease in cost will be the amount of the actual net decrease in cost plus a viii B. The value of any Work covered by a Change deduction in Contractor's fee by an amount equal Order or of any Claim for an adjustment in the Contract to five percent of such net decrease;and A Price will be determined as follows: ' Irl f. when both additions and credits are involved 1. where the Work involved is covered by unit in any one change, the adjustment in prices contained in the Contract Documents, by applica- Contractor's fee shall be computed on the basis tion of such unit prices to the quantities of the items of the net change in accordance with Paragraphs iiii involved (subject to the provisions of Paragraph 11.03); 12.01.C.2.a through 12.01.C.2.e,inclusive. or 12.02 Change of Contract Times 2. where the Work involved is not covered by Ng unit prices contained in the Contract Documents, by a A. The Contract Times may only be changed by mutually agreed lump sum (which may include an a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted mil EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-31 F by the party making the Claim to the Engineer and the other party to the Contract in accordance with the eii provisions of Paragraph 10.05. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF B. Any adjustment of the Contract Times DEFECTIVE WORK covered by a Change Order or any Claim for an i" adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 13.01 Notice of Defects ,r.,, 12.03 Delays A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to A. Where Contractor is prevented from Contractor. All defective Work may be rejected, completing any part of the Work within the Contract corrected,or accepted as provided in this Article 13. w. Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to 13.02 Access to Work the time lost due to such delay if a Claim is made therefor .. as provided in Paragraph 12.02.A. Delays beyond the A. Owner, Engineer, their consultants and other control of Contractor shall include, but not be limited to, representatives and personnel of Owner, independent acts or neglect by Owner,acts or neglect of utility owners testing laboratories, and governmental agencies with or other contractors performing other work as contemplat- jurisdictional interests will have access to the Site and the ii. ed by Article 7, fires, floods, epidemics, abnormal Work at reasonable times for their observation, weather conditions,or acts of God. inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise B. If Owner, Engineer, or other contractors or them of Contractor's Site safety procedures and programs +..... utility owners performing other work for Owner as so that they may comply therewith as applicable. contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the 13.03 Tests and Inspections performance or progress of the Work, then Contractor '"" shall be entitled to an equitable adjustment in the Contract A. Contractor shall give Engineer timely notice Price or the Contract Times , or both. Contractor's of readiness of the Work for all required inspections, entitlement to an adjustment of the Contract Times is tests,or approvals and shall cooperate with inspection and .r conditioned on such adjustment being essential to testing personnel to facilitate required inspections or tests. Contractor's ability to complete the Work within the Contract Times. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all min C If Contractor is delayed in the performance or inspections, tests, or approvals required by the Contract progress of the Work by fire, flood, epidemic, abnormal Documents except: weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other 1. for inspections, tests, or approvals covered by ow causes not the fault of and beyond control of Owner and Paragraphs 13.03.0 and 13.03.D below; Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such 2. that costs incurred in connection with tests or .r adjustment is essential to Contractor's ability to complete inspections conducted pursuant to Paragraph 13.04.B the Work within the Contract Times. Such an adjustment shall be paid as provided in said Paragraph 13.04.C;and shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. 3. as otherwise specifically provided in the Con- i"' tract Documents. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any C. If Laws or Regulations of any public body claims, costs, losses, or damages (including but not having jurisdiction require any Work (or part thereof) "' limited to all fees and charges of Engineers, architects, specifically to be inspected, tested, or approved by an attorneys, and other professionals and all court or employee or other representative of such public body, arbitration or other dispute resolution costs) sustained by Contractor shall assume full responsibility for arranging WO Contractor on or in connection with any other project or and obtaining such inspections,tests,or approvals,pay all anticipated project. costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. E. Contractor shall not be entitled to an Mill adjustment in Contract Price or Contract Times for delays D. Contractor shall be responsible for arranging within the control of Contractor. Delays attributable to and obtaining and shall pay all costs in connection with and within the control of a Subcontractor or Supplier shall any inspections, tests, or approvals required for Owner's be deemed to be delays within the control of Contractor. and Engineer's acceptance of materials or equipment to r.. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-32 li be incorporated in the Work; or acceptance of materials, A. If the Work is defective,or Contractor fails to mix designs,or equipment submitted for approval prior to supply sufficient skilled workers or suitable materials or Contractor's purchase thereof for incorporation in the equipment, or fails to perform the Work in such a way Eli Work. Such inspections, tests, or approvals shall be that the completed Work will conform to the Contract performed by organizations acceptable to Owner and Documents, Owner may order Contractor to stop the Engineer. Work, or any portion thereof, until the cause for such trill order has been eliminated; however, this right of Owner E. If any Work(or the work of others) that is to to stop the Work shall not give rise to any duty on the part be inspected,tested,or approved is covered by Contractor of Owner to exercise this right for the benefit of without written concurrence of Engineer, it must, if Contractor, any Subcontractor, any Supplier, any other Ili requested by Engineer,be uncovered for observation. individual or entity, or any surety for, or employee or agent of any of them. ! F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless 13.06 Correction or Removal of Defective Work Mil Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has A. Promptly after receipt of notice, Contractor not acted with reasonable promptness in response to such shall correct all defective Work, whether or not di notice. fabricated, installed, or completed, or, if the Work has been rejected by Engineer,remove it from the Project and 13.04 Uncovering Work replace it with Work that is not defective. Contractor shall 1 pay all claims, costs, losses, and damages (including but iii A. If any Work is covered contrary to the written not limited to all fees and charges of engineers,architects, request of Engineer, it must, if requested by Engineer, be attorneys, and other professionals and all court or uncovered for Engineer's observation and replaced at arbitration or other dispute resolution costs) arising out of :i Contractor's expense. or relating to such correction or removal (including but r1i not limited to all costs of repair or replacement of work of B.If Engineer considers it necessary or advisable others). that covered Work be observed by Engineer or inspected NI or tested by others, Contractor, at Engineer's request, B. When correcting defective Work under the shall uncover, expose, or otherwise make available for terms of this Paragraph 13.06 or Paragraph 13.07, observation, inspection, or testing as Engineer may Contractor shall take no action that would void or '. require, that portion of the Work in question, furnishing otherwise impair Owner's special warranty and guarantee, 64 all necessary labor,material,and equipment. if any,on said Work. C. If it is found that the uncovered Work is 13.07 Correction Period defective, Contractor shall pay all claims, costs, losses, wil and damages (including but not limited to all fees and A. If within one year after the date of Substantial charges of engineers, architects, attorneys, and other Completion (or such longer period of time as may be s professionals and all court or arbitration or other dispute prescribed by the terms of any applicable special 1 resolution costs) arising out of or relating to such guarantee required by the Contract Documents)or by any uncovering, exposure, observation, inspection, and specific provision of the Contract Documents, any Work testing, and of satisfactory replacement or reconstruction is found to be defective, or if the repair of any damages to 1 (including but not limited to all costs of repair or the land or areas made available for Contractor's use by ori replacement of work of others); and Owner shall be Owner or permitted by Laws and Regulations as entitled to an appropriate decrease in the Contract Price. If contemplated in Paragraph 6.11.A is found to be , the parties are unable to agree as to the amount thereof, defective, Contractor shall promptly, without cost to Owner may make a Claim therefor as provided in Owner and in accordance with Owner's written rri Paragraph 10.05. instructions: D. If, the uncovered Work is not found to be 1.repair such defective land or areas; or siti defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or 2. correct such defective Work;or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and 3. if the defective Work has been rejected by mil reconstruction. If the parties are unable to agree as to the Owner, remove it from the Project and replace it with amount or extent thereof, Contractor may make a Claim Work that is not defective,and I therefor as provided in Paragraph 10.05. 4. satisfactorily correct or repair or remove and di 13.05 Owner May Stop the Work replace any damage to other Work, to the work of others or other land or areas resulting therefrom. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-33 gm B. If Contractor does not promptly comply with 13.09 Owner May Correct Defective Work the terms of Owner's written instructions, or in an 'mi emergency where delay would cause serious risk of loss A. If Contractor fails within a reasonable time or damage, Owner may have the defective Work after written notice from Engineer to correct defective corrected or repaired or may have the rejected Work re- Work or to remove and replace rejected Work as required .. moved and replaced. All claims, costs, losses, and by Engineer in accordance with Paragraph 13.06.A, or if damages(including but not limited to all fees and charges Contractor fails to perform the Work in accordance with of engineers,architects, attorneys, and other professionals the Contract Documents, or if Contractor fails to comply and all court or arbitration or other dispute resolution with any other provision of the Contract Documents, ami costs)arising out of or relating to such correction or repair Owner may,after seven days written notice to Contractor, or such removal and replacement (including but not correct or remedy any such deficiency. limited to all costs of repair or replacement of work of others)will be paid by Contractor. B. In exercising the rights and remedies under UN this Paragraph 13.09, Owner shall proceed expeditiously. C. In special circumstances where a particular In connection with such corrective or remedial action, item of equipment is placed in continuous service before Owner may exclude Contractor from all or part of the Substantial Completion of all the Work, the correction Site, take possession of all or part of the Work and 111111" period for that item may start to run from an earlier date if suspend Contractor's services related thereto,take posses- so provided in the Specifications. sion of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in NWD. Where defective Work (and damage to other the Work all materials and equipment stored at the Site or Work resulting therefrom)has been corrected or removed for which Owner has paid Contractor but which are stored and replaced under this Paragraph 13.07, the correction elsewhere. Contractor shall allow Owner, Owner's period hereunder with respect to such Work will be representatives, agents and employees, Owner's other ro extended for an additional period of one year after such contractors, and Engineer and Engineer's consultants correction or removal and replacement has been access to the Site to enable Owner to exercise the rights satisfactorily completed. and remedies under this Paragraph. No E. Contractor's obligations under this Paragraph C. All claims, costs, losses, and damages 13.07 are in addition to any other obligation or warranty. (including but not limited to all fees and charges of The provisions of this Paragraph 13.07 shall not be engineers, architects, attorneys, and other professionals NWconstrued as a substitute for or a waiver of the provisions and all court or arbitration or other dispute resolution of any applicable statute of limitation or repose. costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be 13.08 Acceptance of Defective Work charged against Contractor, and a Change Order will be ""c issued incorporating the necessary revisions in the A. If, instead of requiring correction or removal Contract Documents with respect to the Work;and Owner and replacement of defective Work, Owner(and, prior to shall be entitled to an appropriate decrease in the Contract r Engineer's recommendation of final payment, Engineer) Price.If the parties are unable to agree as to the amount of prefers to accept it, Owner may do so. Contractor shall the adjustment, Owner may make a Claim therefor as pay all claims, costs, losses, and damages (including but provided in Paragraph 10.05. Such claims, costs, losses not limited to all fees and charges of engineers,architects, and damages will include but not be limited to all costs of tm attorneys, and other professionals and all court or repair, or replacement of work of others destroyed or arbitration or other dispute resolution costs)attributable to damaged by correction, removal, or replacement of Owner's evaluation of and determination to accept such Contractor's defective Work. defective Work(such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work D. Contractor shall not be allowed an extension to the extent not otherwise paid by Contractor pursuant to of the Contract Times because of any delay in the this sentence. If any such acceptance occurs prior to performance of the Work attributable to the exercise by Engineer's recommendation of final payment, a Change Owner of Owner's rights and remedies under this MI Order will be issued incorporating the necessary revisions Paragraph 13.09. in the Contract Documents with respect to the Work,and Owner shall be entitled to an appropriate decrease in the JIM Contract Price, reflecting the diminished value of Work ARTICLE 14 - PAYMENTS TO CONTRACTOR AND so accepted. If the parties are unable to agree as to the COMPLETION amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs .. after such recommendation,an appropriate amount will be 14.01 Schedule of Values paid by Contractor to Owner. A. The Schedule of Values established as provid- .r ed in Paragraph 2.07.A will serve as the basis for progress EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-34 rrr► 1 iiiii payments and will be incorporated into a form of Applica- b. the quality of the Work is generally in actor- tion for Payment acceptable to Engineer. Progress dance with the Contract Documents (subject to payments on account of Unit Price Work will be based on an evaluation of the Work as a functioning whole r ii the number of units completed. prior to or upon Substantial Completion, to the results of any subsequent tests called for in the 1 14.02 Progress Payments Contract Documents, to a final determination of I iii quantities and classifications for Unit Price Work A.Applications for Payments under Paragraph 9.07, and to any other qualifications stated in the recommendation);and 1. At least 20 days before the date established in ii the Agreement for each progress payment (but not more c. the conditions precedent to Contractor's being often than once a month), Contractor shall submit to entitled to such payment appear to have been 1 Engineer for review an Application for Payment filled out fulfilled in so far as it is Engineer's and signed by Contractor covering the Work completed as responsibility to observe the Work. iiii of the date of the Application and accompanied by such supporting documentation as is required by the Contract 3. By recommending any such payment Engineer 41 Documents. If payment is requested on the basis of will not thereby be deemed to have represented that: i materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another a. inspections made to check the quality or the location agreed to in writing,the Application for Payment quantity of the Work as it has been performed shall also be accompanied by a bill of sale, invoice, or have been exhaustive, extended to every aspect ii other documentation warranting that Owner has received of the Work in progress, or involved detailed the materials and equipment free and clear of all Liens inspections of the Work beyond the responsi- and evidence that the materials and equipment are bilities specifically assigned to Engineer in the covered by appropriate property insurance or other Contract Documents;or a arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. b. that there may not be other matters or issues between the parties that might entitle Contractor iii 2. Beginning with the second Application for to be paid additionally by Owner or entitle Payment, each Application shall include an affidavit of Owner to withhold payment to Contractor. Contractor stating that all previous progress payments i received on account of the Work have been applied on 4. Neither Engineer's review of Contractor's iii account to discharge Contractor's legitimate obligations Work for the purposes of recommending payments nor associated with prior Applications for Payment. Engineer's recommendation of any payment, including -4 final payment,will impose responsibility on Engineer: 3. The amount of retainage with respect to id progress payments will be as stipulated in the Agreement. a.to supervise,direct,or control the Work,or B.Review of Applications b. for the means, methods, techniques, iiii sequences, or procedures of construction, or the 1. Engineer will, within 10 days after receipt of safety precautions and programs incident thereto, each Application for Payment, either indicate in writing a or recommendation of payment and present the Applicationr1i to Owner or return the Application to Contractor c. for Contractor's failure to comply with Laws indicating in writing Engineer's reasons for refusing to and Regulations applicable to Contractor's recommend payment. In the latter case, Contractor may performance of the Work,or make the necessary corrections and resubmit the iri Application. d. to make any examination to ascertain how or for what purposes Contractor has used the 2. Engineer's recommendation of any payment moneys paid on account of the Contract Price,or r14 requested in an Application for Payment will constitute a representation by Engineer to Owner,based on Engineer's e. to determine that title to any of the Work, observations on the Site of the executed Work as an materials,or equipment has passed to Owner free experienced and qualified design professional and on and clear of any Liens. iiiii Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of 5. Engineer may refuse to recommend the whole Engineer's knowledge,information and belief: or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner Ili a. the Work has progressed to the point indicat- stated in Paragraph 14.02.B.2. Engineer may also refuse ed; to recommend any such payment or, because of subse- a quently discovered evidence or the results of subsequent 'N mid EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-35 1 MO inspections or tests, revise or revoke any such payment 3. If it is subsequently determined that Owner's recommendation previously made, to such extent as may refusal of payment was not justified, the amount '" be necessary in Engineer's opinion to protect Owner from wrongfully withheld shall be treated as an amount due as loss because: determined by Paragraph 14.02.C.1. a. the Work is defective, or completed Work has 14.03 Contractor's Warranty of Title NMI been damaged, requiring correction or replace- ment; A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any v. b. the Contract Price has been reduced by Application for Payment, whether incorporated in the Change Orders; Project or not,will pass to Owner no later than the time of payment free and clear of all Liens. c. Owner has been required to correct defective I. Work or complete Work in accordance with 14.04 Substantial Completion Paragraph 13.09;or A. When Contractor considers the entire Work d. Engineer has actual knowledge of the ready for its intended use Contractor shall notify Owner r occurrence of any of the events enumerated in and Engineer in writing that the entire Work is Paragraph 15.02.A. substantially complete(except for items specifically listed by Contractor as incomplete) and request that Engineer ,r C.Payment Becomes Due issue a certificate of Substantial Completion. 1. Ten days after presentation of the Application B. Promptly after Contractor's notification, , for Payment to Owner with Engineer's recommendation, Owner, Contractor, and Engineer shall make an .m the amount recommended will (subject to the provisions inspection of the Work to determine the status of of Paragraph 14.02.D)become due, and when due will be completion. If Engineer does not consider the Work paid by Owner to Contractor. substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. IIIII D.Reduction in Payment C. If Engineer considers the Work substantially 1. Owner may refuse to make payment of the full complete, Engineer will deliver to Owner a tentative EMI amount recommended by Engineer because: certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to a. claims have been made against Owner on the certificate a tentative list of items to be completed or account of Contractor's performance or furnish- corrected before final payment. Owner shall have seven .r ing of the Work; days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions b. Liens have been filed in connection with the of the certificate or attached list. If,after considering such Work, except where Contractor has delivered a objections, Engineer concludes that the Work is not 'r` specific bond satisfactory to Owner to secure the substantially complete,Engineer will within 14 days after satisfaction and discharge of such Liens; submission of the tentative certificate to Owner notify Contractor in writing,stating the reasons therefor. If,after MI c. there are other items entitling Owner to a consideration of Owner's objections, Engineer considers set-off against the amount recommended;or the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor d. Owner has actual knowledge of the occurrence a definitive certificate of Substantial Completion (with a No of any of the events enumerated in Paragraphs revised tentative list of items to be completed or correct- 14.02.B.5.a through 14.02.B.5.c or Paragraph ed) reflecting such changes from the tentative certificate 15.02.A. as Engineer believes justified after consideration of any objections from Owner. ""' 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give D. At the time of delivery of the tentative Contractor immediate written notice (with a copy to certificate of Substantial Completion, Engineer will m. Engineer)stating the reasons for such action and promptly deliver to Owner and Contractor a written recommen- pay Contractor any amount remaining after deduction of dation as to division of responsibilities pending final the amount so withheld. Owner shall promptly pay payment between Owner and Contractor with respect to Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work, i.. thereto agreed to by Owner and Contractor, when maintenance,heat,utilities, insurance, and warranties and Contractor corrects to Owner's satisfaction the reasons for guarantees. Unless Owner and Contractor agree otherwise such action. in writing and so inform Engineer in writing prior to Engineer's issuing the definitiveIwo certificate of Substantial EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. MI rights reserved. 00700-36 r .rr. 1 id Completion, Engineer's aforesaid recommendation will that the Work is incomplete or defective. Contractor shall 4 be binding on Owner and Contractor until final payment. immediately take such measures as are necessary to complete such Work or remedy such deficiencies. II E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial 14.07 Final Payment ,,, Completion subject to allowing Contractor reasonable mil access to complete or correct items on the tentative list. A.Application for Payment 14.05 Partial Utilization 1. After Contractor has, in the opinion of I Engineer, satisfactorily completed all corrections id A. Prior to Substantial Completion of all the identified during the fmal inspection and has delivered,in Work, Owner may use or occupy any substantially accordance with the Contract Documents,all maintenance 4 completed part of the Work which has specifically been and operating instructions, schedules, guarantees, bonds, identified in the Contract Documents, or which Owner, certificates or other evidence of insurance certificates of al Engineer, and Contractor agree constitutes a separately inspection, marked-up record documents (as provided in functioning and usable part of the Work that can be used Paragraph 6.12), and other documents, Contractor may by Owner for its intended purpose without significant make application for final payment following the la interference with Contractor's performance of the procedure for progress payments. remainder of the Work, subject to the following condi- tions. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: ,� 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of a. all documentation called for in the Contract the Work which Owner believes to be ready for its Documents, including but not limited to the intended use and substantially complete. If and when evidence of insurance required by Paragraph rii Contractor agrees that such part of the Work is 5.04.B.7; substantially complete, Contractor will certify to Owner I and Engineer that such part of the Work is substantially b. consent of the surety,if any,to fmal payment; gia complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. c. a list of all Claims against Owner that Contractor believes are unsettled;and 2. Contractor at any time may notify Owner and Ali Engineer in writing that Contractor considers any such d. complete and legally effective releases or part of the Work ready for its intended use and substan- waivers (satisfactory to Owner) of all Lien rights tially complete and request Engineer to issue a certificate arising out of or Liens filed in connection with of Substantial Completion for that part of the Work. the Work. Ali 3. Within a reasonable time after either such 3. In lieu of the releases or waivers of Liens • request, Owner, Contractor, and Engineer shall make an specified in Paragraph 14.07.A.2 and as approved by Irl, inspection of that part of the Work to determine its status Owner, Contractor may furnish receipts or releases in full of completion. If Engineer does not consider that part of and an affidavit of Contractor that: (i) the releases and the Work to be substantially complete, Engineer will receipts include all labor, services, material, and "N notify Owner and Contractor in writing giving the reasons equipment for which a Lien could be filed; and (ii) all rli therefor. If Engineer considers that part of the Work to be payrolls, material and equipment bills, and other substantially complete, the provisions of Paragraph 14.04 indebtedness connected with the Work for which Owner will apply with respect to certification of Substantial or Owner's property might in any way be responsible have Completion of that part of the Work and the division of been paid or otherwise satisfied. If any Subcontractor or di responsibility in respect thereof and access thereto. Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral 1 4. No use or occupancy or separate operation of satisfactory to Owner to indemnify Owner against any Illi part of the Work may occur prior to compliance with the Lien. requirements of Paragraph 5.10 regarding property , insurance. B. Engineer's Review of Application and Acceptance iiii 14.06 Final Inspection 1. If, on the basis of Engineer's observation of A. Upon written notice from Contractor that the the Work during construction and final inspection, and entire Work or an agreed portion thereof is complete, Engineer's review of the final Application for Payment Iii Engineer will promptly make a final inspection with and accompanying documentation as required by the Owner and Contractor and will notify Contractor in Contract Documents, Engineer is satisfied that the Work writing of all particulars in which this inspection reveals has been completed and Contractor's other obligations ea EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-37 .. under the Contract Documents have been fulfilled, with the requirements herein and expressly acknowledged Engineer will, within ten days after receipt of the final by Owner in writing as still unsettled. MOP Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time ARTICLE 15 - SUSPENSION OF WORK AND Engineer will also give written notice to Owner and TERMINATION 'N Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicat- 15.01 Owner May Suspend Work a. ing in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the A. At any time and without cause, Owner may necessary corrections and resubmit the Application for suspend the Work or any portion thereof for a period of Payment. not more than 90 consecutive days by notice in writing to MI. Contractor and Engineer which will fix the date on which C. Payment Becomes Due Work will be resumed. Contractor shall resume the Work on the date so fixed.Contractor shall be granted an adjust- l. Thirty days after the presentation to Owner of ment in the Contract Price or an extension of the Contract "w the Application for Payment and accompanying docu- Times, or both, directly attributable to any such mentation, the amount recommended by Engineer, less suspension if Contractor makes a Claim therefor as any sum Owner is entitled to set off against Engineer's provided in Paragraph 10.05. i,,, recommendation, including but not limited to liquidated damages,will become due and,will be paid by Owner to 15.02 Owner May Terminate for Cause Contractor. A. The occurrence of any one or more of the 14.08 Final Completion Delayed following events will justify termination for cause: A. If, through no fault of Contractor, final 1. Contractor's persistent failure to perform the completion of the Work is significantly delayed, and if Work in accordance with the Contract Documents `M Engineer so confirms, Owner shall, upon receipt of p P (including, but not limited to, failure to supply sufficient Contractor's final Application for Payment (for Work skilled workers or suitable materials or equipment or fully completed and accepted) and recommendation of failure to adhere to the Progress Schedule established IOWEngineer, and without terminating the Contract, make under Paragraph 2.07 as adjusted from time to time payment of the balance due for that portion of the Work pursuant to Paragraph 6.04); fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or 2. Contractor's disregard of Laws or Regulations - corrected is less than the retainage stipulated in the of any public body having jurisdiction; Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the 3. Contractor's disregard of the authority of payment of the balance due for that portion of the Work Engineer;or "" fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such 4. Contractor's violation in any substantial way payment. Such payment shall be made under the terms of any provisions of the Contract Documents. ismand conditions governing final payment, except that it shall not constitute a waiver of Claims. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving 14.09 Waiver of Claims Contractor ,r (and suret y ) seven days written notice of its intent to terminate the services of Contractor: A. The making and acceptance of final payment will constitute: 1. exclude Contractor from the Site, and take ,,,e possession of the Work and of all Contractor's tools, 1. a waiver of all Claims by Owner against appliances, construction equipment, and machinery at the Contractor, except Claims arising from unsettled Liens, Site, and use the same to the full extent they could be from defective Work appearing after final inspection used by Contractor (without liability to Contractor for .. pursuant to Paragraph 14.06, from failure to comply with trespass or conversion), the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's 2. incorporate in the Work all materials and continuing obligations under the Contract Documents; equipment stored at the Site or for which Owner has paid w and Contractor but which are stored elsewhere,and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance IIIIIN EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-38 iii 3. complete the Work as Owner may deem 2. expenses sustained prior to the effective date 7 expedient. of termination in performing services and furnishing labor,materials, or equipment as required by the Contract C. If Owner proceeds as provided in Paragraph Documents in connection with uncompleted Work, plus 15.02.B, Contractor shall not be entitled to receive any fair and reasonable sums for overhead and profit on such further payment until the Work is completed. If the expenses; mil unpaid balance of the Contract Price exceeds all claims, costs,losses,and damages(including but not limited to all 3. all claims, costs, losses, and damages fees and charges of engineers, architects, attorneys, and (including but not limited to all fees and charges of other professionals and all court or arbitration or other engineers, architects, attorneys, and other professionals al dispute resolution costs) sustained by Owner arising out and all court or arbitration or other dispute resolution of or relating to completing the Work,such excess will be costs) incurred in settlement of terminated contracts with paid to Contractor. If such claims, costs, losses, and Subcontractors,Suppliers,and others;and r damages exceed such unpaid balance, Contractor shall il pay the difference to Owner. Such claims, costs, losses, 4. reasonable expenses directly attributable to and damages incurred by Owner will be reviewed by termination. `t Engineer as to their reasonableness and, when so sii approved by Engineer, incorporated in a Change Order. B. Contractor shall not be paid on account of loss When exercising any rights or remedies under this of anticipated profits or revenue or other economic loss Paragraph Owner shall not be required to obtain the arising out of or resulting from such termination. lowest price for the Work performed. ■i 15.04 Contractor May Stop Work or Terminate D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if A. If, through no act or fault of Contractor, (i) Contractor begins within seven days of receipt of notice the Work is suspended for more than 90 consecutive days rii of intent to terminate to correct its failure to perform and by Owner or under an order of court or other public proceeds diligently to cure such failure within no more authority, or (ii) Engineer fails to act on any Application 1 than 30 days of receipt of said notice. for Payment within 30 days after it is submitted, or (iii) iiii Owner fails for 30 days to pay Contractor any sum finally E. Where Contractor's services have been so determined to be due, then Contractor may, upon seven terminated by Owner, the termination will not affect any days written notice to Owner and Engineer, and provided rights or remedies of Owner against Contractor then Owner or Engineer do not remedy such suspension or oil existing or which may thereafter accrue. Any retention or failure within that time, terminate the Contract and payment of moneys due Contractor by Owner will not recover from Owner payment on the same terms as release Contractor from liability. provided in Paragraph 15.03. ii F. If and to the extent that Contractor has B. In lieu of terminating the Contract and provided a performance bond under the provisions of without prejudice to any other right or remedy, if ., Paragraph 5.01.A,the termination procedures of that bond Engineer has failed to act on an Application for Payment shall supersede the provisions of Paragraphs 15.02.B, and within 30 days after it is submitted, or Owner has failed iiii 15.02.C. for 30 days to pay Contractor any sum finally determined to be due,Contractor may, seven days after written notice 15.03 Owner May Terminate For Convenience to Owner and Engineer, stop the Work until payment is rt made of all such amounts due Contractor, including A. Upon seven days written notice to Contractor interest thereon. The provisions of this Paragraph 15.04 and Engineer, Owner may, without cause and without are not intended to preclude Contractor from making a prejudice to any other right or remedy of Owner, Claim under Paragraph 10.05 for an adjustment in ail terminate the Contract. In such case, Contractor shall be Contract Price or Contract Times or otherwise for paid for(without duplication of any items): expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. 1. completed and acceptable Work executed in iiii accordance with the Contract Documents prior to the effective date of termination, including fair and ARTICLE 16-DISPUTE RESOLUTION reasonable sums for overhead and profit on such Work; iii 16.01 Methods and Procedures 4 A. Either Owner or Contractor may request ski mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be rill EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-39 tY governed by the Construction Industry Mediation Rules 2. delivered at or sent by registered or certified of the American Arbitration Association in effect as of the mail, postage prepaid, to the last business address known Effective Date of the Agreement. The request for to the giver of the notice. mediation shall be submitted in writing to the American Arbitration Association and the other party to the 17.02 Computation of Times Contract. Timely submission of the request shall stay the " effect of Paragraph 10.05.E. A. When any period of time is referred to in the Contract Documents by days, it will be computed to B. Owner and Contractor shall participate in the exclude the first and include the last day of such period.If mediation process in good faith. The process shall be the last day of any such period falls on a Saturday or concluded within 60 days of filing of the request. The Sunday or on a day made a legal holiday by the law of the date of termination of the mediation shall be determined applicable jurisdiction, such day will be omitted from the by application of the mediation rules referenced above. computation. INN C. If the Claim is not resolved by mediation, 17.03 Cumulative Remedies Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become A. The duties and obligations imposed by these final and binding 30 days after termination of the General Conditions and the rights and remedies available mediation unless, within that time period, Owner or hereunder to the parties hereto are in addition to, and are Contractor: not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which 1. elects in writing to invoke any dispute are otherwise imposed or available by Laws or Regula- resolution process provided for in the Supplementary tions, by special warranty or guarantee, or by other Conditions,or provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated 2. agrees with the other party to submit the specifically in the Contract Documents in connection with Claim to another dispute resolution process,or each particular duty, obligation, right, and remedy to which they apply. 3. gives written notice to the other party of their intent to submit the Claim to a court of competent 17.04 Survival of Obligations jurisdiction. A. All representations, indemnifications,warran- MID ties, and guarantees made in, required by, or given in ARTICLE 17-MISCELLANEOUS accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- ments, will survive final payment, completion, and 17.01 Giving Notice acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. A. Whenever any provision of the Contract " Documents requires the giving of written notice, it will be 17.05 Controlling Law deemed to have been validly given if: A. This Contract is to be governed by the law of 1. delivered in person to the individual or to a the state in which the Project is located. member of the firm or to an officer of the corporation for whom it is intended,or 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. NMI 111111 rs VINN EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-40 f id ei mil fl 5 wni 4 le ll 134, vie EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-41 WIN Michie Tavern Water Main Replacement Project ACSA Supplementary Conditions Albemarle County Service Authority V. SECTION 00800 ACSA SUPPLEMENTARY CONDITIONS SUPPLEMENTS These supplementary conditions modify, change, delete from, or add to the Standard General Conditions of the Construction Contract,EJCDC Document C-700,2002 edition,to the extent indicated. Where any article, paragraph, subparagraph, or clause of the Standard General Conditions is altered by these supplements, the unaltered provisions of the article, paragraph, subparagraph, or clause shall remain in effect. DEFINITIONS Revise Article 1 - Definitions as follows: Revise the definition of the term "Engineer" to read "The Albemarle County Service Authority or the representative of the owner as designated by the Albemarle County Service Authority." INDEMNIFICATION Delete 4.06G in its entirety. INSURANCE .. Add the following to paragraph 5.03 as subparagraph 5.03.0 and 5.03.D: 5.03.0 The contractor shall assume and agree to hold harmless, indemnify, save, protect, and defend the Albemarle County Service Authority, its officers, agents and employees, against any and all liability for injuries and damages to contractor himself and to contractor's employees, agents, subcontractors, and guests, third parties or otherwise, incident to or resulting from any and all operations performed under the terms of this contract. In addition to any other forms of insurance or bonds required under contracts and specifications pertaining to this project, the following public liability insurance schedule shall apply to all work performed under the terms of this contract. The insurance specified shall be with an insurance company acceptable to the parties hereto and licensed to do business in the Commonwealth of Virginia. 5.03.D Insurance Schedule: The contractor shall carry public liability insurance in amount not less than those specified below, including the contractual liability assumed by the contractor, and shall deliver certificates of insurance from carriers, acceptable to the owner specifying such limits, with the Albemarle County Service Authority, its officers, agents and employees named as additional insureds. 5.03.D.1 Workman's Compensation and Employer's Liability Insurance shall be in strict accordance with the requirements of the current and applicable Workman's Compensation Laws of the State. The insurance shall cover all of the contractor's employees employed or associated with the project; and where any part of the work is N:\46480-011\Engineering\Specs\100%Sub\00800-ACSA Supplementary Conditions.docx August 2015 00800-1 rrf Michie Tavern Water Main Replacement Project ACSA Supplementary Conditions Albemarle County Service Authority subcontracted, the contractor shall require the subcontractor to provide similar Workman's Compensation and Employer's Liability Insurance for all employees of the subcontractor unless such employees are covered by the protection afforded by the contractor. In case any class of employees engaged in hazardous work under this contract is not protected under the Workman's Compensation Statute, the contractor shall provide, and shall cause such subcontractor to provide, adequate coverage for the protection of all employees on the project not otherwise protected under applicable provisions of the Statutes relating to Workman's Compensation and Employer's Liability Insurance. The minimum limits of coverage shall be as follows: A. State Statutory B. Applicable Federal Statutory C. Employer's Liability $500,000 D. Benefits required by union labor contracts As Applicable el E. Voluntary Compensation $500,000 F. Broad Form All States Endorsement 5.03.D.2 Comprehensive General Liability Insurance shall protect the contractor and any subcontractors performing work under this contract from any claims for bodily injury, for sickness or disease, for death, for personal injury, and for property damages which may +rf arise either directly or indirectly out of, or in connection with, the performance of work under this contract. The Comprehensive General Liability Insurance Coverage shall include: Premises Operations; Independent Contractor's Protection; Products Liability and r11 Completed Operations; and Broad Form Property Damage. The minimum limits of coverage shall be as follows: A. Bodily Injury $1,000,000 Each Occurrence $1,000,000 Annual Aggregate B. Property Damage $1,000,000 Each Occurrence $1,000,000 Annual Aggregate id C. Property Damage Liability shall provide Explosion, Collapse and Underground coverages 5.03.D.3 Contractual Liability: Minimum limits of coverage shall be as follows: al A. Bodily Injury $1,000,000 Each Occurrence B. Property Damage $1,000,000 Each Occurrence $1,000,000 Annual Aggregate N:\46480-011\Engineering\Specs\100%Sub\00800-ACSA Supplementary Conditions.docx August 2015 a 00800-2 Michie Tavern Water Main Replacement Project ACSA Supplementary Conditions Albemarle County Service Authority 5.03.D.4 Personal injury (with Employment Exclusion deleted). The minimum limits of coverage shall be as follows: Annual Aggregate $1,000,000 5.03.D.5 Comprehensive Automobile Liability Insurance (owner, nonowner, hired) shall protect the contractor and any subcontractor performing work under this contract from any claims for bodily injury, for death, and for property damages which may arise either '"" directly or indirectly out of, or in connection with, the performance of work under this contract. The minimum limits of coverage shall be as follows: Combined single limits for bodily injury and property damage. A. Bodily $1,000,00 Each Occurrence .I. B. Property Damage $1,000,000 Each Occurrence - 5.03.D.6 Aircraft Liability(owned and nonowned), when applicable. The minimum limits of coverage shall be as follows: Combined single limits for bodily injury and property damage. A. Bodily Injury $1,000,000 Per Seat B. Property Damage Included .,. 5.03.D.7 Umbrella Excess Liability over Primary Insurance. The minimum limits of coverage shall be as follows: A. Each Occurrence $3,000,000 B. Aggregate $3,000,000 5.03.D.8 Contractual Liability covers the following indemnity agreement: The contractor shall indemnify and hold harmless the Albemarle County Service Authority, its officers, agents and employees against and from all liability, claims, damages, demands and costs, including attorney fees of every kind in nature and attributable to bodily injury, sickness, disease or death or to damage or destruction of property resulting from or in any manner arising out of or in connection with the project and the performance of the work under this contract. 5.03.D.9 Additional liability coverage for owner will be provided by endorsement as additional insureds on contractor's general liability policy. �r. N:\46480-011\Engineering\Specs\100%Sub\00800-ACSA Supplementary Conditions.docx August 2015 00800-3 Michie Tavern Water Main Replacement Project ACSA Supplementary Conditions Albemarle County Service Authority rri Delete paragraph 5.05 in its entirety. Delete paragraph 5.06.B, and replace with the following: "B. Contractor shall purchase and maintain such boiler and machinery insurance as may be required by the Special Conditions or by law." mei Delete paragraph 5.06.0 in its entirety. sir Delete paragraph 5.06.E in its entirety. Delete the last sentence in paragraph 5.07.A in its entirety. Delete paragraph 5.08.A in its entirety. Delete paragraph 5.08.B in its entirety. Delete paragraph 5.09.A, and replace with the following: "A. If Owner has any objections to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by Contractor on the basis of its not complying with the Contract Documents, owner will notify Contractor in writing thereof within ten days of the date of delivery of such certificates to Owner." r� PERMITS Concerning Article 6, paragraph 6.08.A, the permits to be obtained and the utility connection charges to be paid by the Owner are specified in Special Conditions. All other permits and charges shall be the responsibility of the Contractor. tri NONDISCRIMINATION IN EMPLOYMENT 4 ild Add the following paragraph to Article 6, Contractor's Responsibilities: 6.09.D The provisions of Section 2.2-4201, 2.2-4311 and 2.2-4312 of the Code oftii Virginia, as amended, prohibiting employment discrimination by the Contractor and the contractor's responsibility to maintain a drug free work place, are made a part of the Contract Documents. The Contractor shall familiarize themselves and comply with the provisions of Section 2.2-4201,2.2-4311 and 2.2-4312. all N:\46480-01 I\Engineering\Specs\100%Sub\00800-ACSA Supplementary Conditions.docx August 2015 00800-4 I Michie Tavern Water Main Replacement Project ACSA Supplementary Conditions Albemarle County Service Authority PROGRESS PAYMENTS Progress payments shall conform to the requirements specified in the Standard Form of Agreement. For requirements not covered in the Standard Form of Agreement, Article 14, Payments to Contractor and Completion shall apply. Subject to the provisions of Article 14 of the Standard General Conditions, the Agreement will stipulate that the Owner will make progress payments on or about the 30th day of the month following each application for payment. The Contractor shall submit their application for payment on or about the 1st day of the month. The application shall include work through the last day of the preceding month. Aim It is the Contractor's option to utilize the Owner's escrow accounting procedures for retainage held on this contract. If the Contractor desires to utilize these procedures, they must complete an Escrow Agreement available from the Owner and return it with the executed Standard Form of Agreement. -- ARTICLE 16-DISPUTE RESOLUTION Add the following paragraph to Article 16, Section 16.01 C as paragraph 4: 4. Venue for purposes of resolution in the court system shall be in the Albemarle County General District Court or the Albemarle County Circuit Court. ver roe End of Section 00800 WWI ++� N:\46480-011\Engineering\Specs\100%Sub\00800-ACSA Supplementary Conditions.docx August 2015 00800-5 sii gal ul [THIS PAGE INTENTIONALLY LEFT BLANK] ai Ail Michie Tavern Water Main Replacement Project ACSA Special Conditions Albemarle County Service Authority INS SECTION 00810 ACSA SPECIAL CONDITIONS The following special conditions apply for this project: [List special conditions according to section.] END OF SECTION 00810 NNW Alf N:\46480-011\Engineering\Specs\100%Sub\00810-ACSA Special Conditions.docx August 2015 00810-1 ,rrrrr■rr 4 mi ri mi rri [THIS PAGE INTENTIONALLY LEFT BLANK] a rel di Michie Tavern Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority SECTION 00850 ALBEMARLE COUNTY SERVICE AUTHORITY ESCROW AGREEMENT NMI THIS AGREEMENT, made and entered into this day of , 20 by and among the Albemarle County Service Authority, a public body politic and corporate, organized and existing under the laws of the Commonwealth of Virginia(the "ACSA"), MIN a corporation, ("Contractor"), (Name of Bank) (Address of Bank) a trust company, bank or savings and loan institution with its principal office located in the Commonwealth(hereinafter referred to as "Bank"); and (the "Surety")provides: ACSA and Contractor have entered into a contract for the ACSA's Michie Tavern Water Main Replacement Project — ACSA Project No. 2013-05. This Agreement is pursuant to, but in no way amends or modifies, the Contract. Payments made hereunder or the release of funds from escrow shall not be deemed approval or acceptance of performance by the Contractor. In order to assure full and satisfactory performance by the Contractor of its obligations under the Contract, the ACSA is required thereby to retain certain amounts otherwise due the Contractor. The Contractor has, with the approval of the ACSA, elected to have these retained amounts held in escrow by the Bank. This Agreement sets forth the terms of the escrow. The Bank shall not be deemed a party to, bound by, or required to inquire into the terms of the Contract or any other instrument or agreement between the ACSA and the Contractor. The ACSA shall, from time to time, pursuant to the Contract, pay to the Bank amounts retained by it under the Contract. Except as to amounts actually withdrawn from escrow by the ACSA, the Contractor shall look solely to the Bank for the payment of funds retained under the Contract and paid by the ACSA to the Bank. Urn The risk of loss by diminution of the principal of any funds invested under the terms of this Contract shall be solely upon the Contractor. WIN rn N:\46480-011\Engineering\Specs\100%Sub\00850-ACSA Escrow Agreement.docx August 2015 00850-1 Michie Tavern Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority Funds and securities held by the Bank pursuant to this Escrow Agreement shall not be subject to levy, garnishment, attachment, lien, or other process whatsoever. The Contractor agrees not to assign, pledge, discount, sell or otherwise transfer or dispose of a his interest in the escrow account or any part thereof, except to the Surety following written notice to ACSA. a Upon receipt of checks or warrants drawn by the ACSA and made payable to the Bank as escrow agent, the Bank shall promptly notify the Contractor, negotiate the same and deposit or invest and reinvest the proceeds in approved securities in accordance with a the written instructions of the Contractor. In no event, shall the Bank invest the escrowed funds in any security not approved in accordance with the terms hereof. The following securities, and none other, are approved securities for all purposes of this Agreement: mi 1. United States Treasury Bonds, United States Treasury Notes, United States Treasury Certificates of Indebtedness or United States Treasury Bills; 2. Bonds, notes and other evidences of indebtedness unconditionally guaranteed as to the payment of principal and interest by the United States; a 3. Bonds or notes of the Commonwealth of Virginia; 4. Bonds of any political subdivision of the Commonwealth of Virginia, if such aril bonds carried, at the time of purchase by the Bank or deposit by the Contractor, a Standard and Poor's or Moody's Investors Service rating of at least "A"; and ri 5. Certificates of deposit issued by commercial banks located within the Commonwealth of Virginia, including, but not limited to, those insured by the Bank and its affiliates. Any bonds, notes, or other evidences of indebtedness listed in Section(1) through (3) above, may be purchased pursuant to a repurchase agreement with a bank, within or without the Commonwealth of Virginia having a combined capital, surplus and undivided profit of not less than $25,000,000, provided the obligation of the Bank to repurchase is within the time limitations established for investments as set forth herein. The repurchase agreement shall be considered a purchase of such securities even if title, and/or possession of such securities is not transferred to the escrow agent, so long as the oil repurchase obligation of the Bank is collaterized by the securities themselves, and the securities have on the date of the repurchase agreement a fair market value equal to at least 100% of the amount of the repurchase obligation of the Bank, and the securities are held by a third party, and segregated from other securities owned by the Bank. a N:\46480-011\Engineering\Specs\100%Sub\00850-ACSA Escrow Agreement.docx August 2015 00850-2 Michie Tavern Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority No security is approved hereunder which matures more than five years after the date of its purchase by Bank or deposit by Contractor. In the event that the amounts paid to the Bank by the ACSA constitute proceeds of bonds issued by the ACSA, then, to the extent that the rate of interest paid on any funds invested under the terms of the Contract exceeds the rate of interest on the ACSAs bonds, such"excess interest" shall be paid to the ACSA. The Contractor may from time to time withdraw the whole or any portion of the escrowed funds by depositing with the Bank approved securities in an amount equal to, or in excess of, the amount so withdrawn. Any securities so deposited or withdrawn shall be valued at such time of deposit or withdrawal at the lower of par or market value, the latter as determined by the Bank. Any securities so deposited shall thereupon become a part of the escrowed fund. Upon receipt of a written direction signed by an authorized representative of the ACSA, the Bank shall pay and deliver the principal of the fund, or any specified amount thereof, to the Contractor, in cash or in kind, as may be specified by the Contractor. Such payment and delivery shall be made as soon as possible after receipt of the direction. ••• For its services hereunder the Bank shall be entitled to a reasonable fee in accordance with its published schedule of fees or as may be agreed upon by the Bank and the Contractor. Such fee and any other costs of administration of this Escrow Agreement shall be paid from the income earned upon the escrowed fund and, if such income is not sufficient to pay the same, by the Contractor. WI„ The net income earned and received upon the principal of the escrowed fund shall be paid over to the Contractor in quarterly or more frequent installments. Until so paid or applied to pay the Bank's fee or any other costs of administration, such income shall be deemed a part of the principal of the fund. The Surety undertakes no obligation, hereby, but joins in this Escrow Agreement for the sole purpose of acknowledging that its obligation as surety for the Contractor's performance of the contract are not affected hereby. N- N wr N:\46480-011\Engineering\Specs\100%Sub\00850-ACSA Escrow Agreement.docx August 2015 00850-3 vim Michie Tavern Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority sii WITNESS the following signatures, all as of the day and year first above written. Albemarle County Service Authority mai By: Executive Director e i COMMONWEALTH OF VIRGINIA ) )to-wit: ALBEMARLE COUNTY ) „o Subscribed and sworn to before me, the undersigned Notary Public, by , Executive Director of Albemarle County Service Authority, a public body politic and corporate organized and existing under the laws of the Commonwealth of Virginia, this day of , 20 Notary Public Notary Registration Number of My Commission Expires: (SEAL) mi [CONTRACTOR] By: Name: a Title: COMMONWEALTH OF VIRGINIA ) " ) to-wit: COUNTY/CITY ) Subscribed and sworn to before me, the undersigned Notary Public,by , of , this day of , 20 rrt Notary Public a Notary Registration Number My Commission Expires: (SEAL) a N:\46480-011\Engineering\Specs\100%Sub\00850-ACSA Escrow Agreement.docx August 2015 a 00850-4 Michie Tavern Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority [BANK] By: Name: Title: COMMONWEALTH OF VIRGINIA ) ) to-wit: COUNTY/CITY ) Subscribed and sworn to before me, the undersigned Notary Public, by , of , this day of , 20 Notary Public Notary Registration Number - My Commission Expires: (SEAL) [SURETY] By: Attorney-in-fact COMMONWEALTH OF VIRGINIA ) )to-wit: iikor COUNTY/CITY ) Subscribed and sworn to before me, the undersigned Notary Public,by , of , this day of , 20 Notary Public Notary Registration Number My Commission Expires: (SEAL) End of Section 00850 rw N:\46480-011\Engineering\Specs\100%Sub\00850-ACSA Escrow Agreement.docx August 2015 00850-5 rr ■(i lig [THIS PAGE INTENTIONALLY LEFT BLANK] iif rri Ali ni rrll rri ai Michie Tavern Water Main Replacement Project Addenda Albemarle County Service Authority WNW SECTION 00900 ADDENDA PART 1 —GENERAL 1.01 Addenda, if issued, shall be inserted following this page. Addendum No. 1 will begin on page 00910-1, Addendum No. 2 will begin on page 00920-1, etc. 1.02 The bidder is reminded to complete Section 00490 entitled "Receipt of Addenda" when preparing Bid Form for submission. MIN 111111, IMP End of Section 00900 N:\46480-011\Engineering\Specs\100%Sub\00900-Addenda.docx August 2015 00900-1 r I nri a ori [THIS PAGE INTENTIONALLY LEFT BLANK] ori a mi ea Michie Tavern Water Main Replacement Project Summary of Work Albemarle County Service Authority .. SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.01 SUMMARY �. A. Conditions of the Contract, this section and other sections of Division 1 — General Requirements, apply to the entire work of the contract. 1.02 WORK COVERED BY THE CONTRACT DOCUMENTS A. Work under this Contract includes: the Michie Tavern Water Main Replacement Project construction and other related work, including,but not limited to the following: 1. Clearing and grubbing along roadway or easement. 2. Furnish and install 16"HDPE casing and 6"HDPE water carrier pipe. 3. Furnish and install 6", 4" PVC water pipe. 4. Furnish and install 6" and 4"valves. 5. Furnish and install fire hydrants, air release valves, water services, and automatic flushing system. 6. Locate and connect to existing water main. 7. Abandon existing water main. 8. Restoration of all easements, yards, parking lot. 9. Place asphalt pavement according to VDOT specifications. 10. Testing of all water pipe and all appurtenances. 11. Disinfection of water main. 12. Any incidental work to complete project. B. Work consists of providing labor, materials, equipment, services and administration required in conjunction with or properly incidental to construction of the project. All work shall be performed in accordance with Federal, State and Local regulations and OSHA requirements. Mir C. Consideration will not be given for misunderstanding the amount of work to be performed. Work includes all items and conditions specified, indicated in the Specifications or required by nature of the building or site. Any questions on the Scope of Work should be submitted to the Engineer, in writing, for resolution. D. The Contractor shall submit a health and safety plan outlining fall protection and confined space measures etc. to be taken at the site. See Section 01300 - Submittals and Procedures for details. WWI N:\46480-011\Engineering\Specs\100%Sub\01010.docx August 2015 01010-1 S Michie Tavern Water Main Replacement Project Summary of Work Albemarle County Service Authority PART 2- PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION rYi iri oil ell wi 4 N:\46480-011\Engineering\Specs\100%Sub\01010.docx August 2015 01010-2 4 r Michie Tavern Water Main Replacement Project Field Services Albemarle County Service Authority SECTION 01050 FIELD SERVICES PART I- GENERAL NMI 1.01 SCOPE OF WORK A. Work contained in this section consists of furnishing all labor, tools, equipment and services necessary to provide all field services required in the execution of the work including but not limited to: surveying, staking, establishment of horizontal and vertical controls and any other incidental items required for the proper completion of the work. 1.02 QUALITY ASSURANCE A. The Contractor shall retain the services of a registered Land Surveyor, licensed in the Commonwealth of Virginia, to identify existing control points and maintain a survey during construction. �•• B. The method of field staking for the construction of the work shall be at the option of the Contractor. C. The accuracy of any method of staking shall be the responsibility of the Contractor. All engineering for vertical and horizontal controls shall be the responsibility of the Contractor. D. The Contractor shall be responsible for the preservation of all stakes, property corners, and marks. If any stake or mark is carelessly or willfully disturbed by the .,N Contractor or others, the Contractor shall not proceed with any work until he has reestablished such points, marks, lines and elevations as may be required for the prosecution of the work. E. Civil, structural or other professional engineering services specified or required to execute Contractor's construction methods shall be obtained by the Contractor at no additional cost to the Owner. IOW 1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER A. Registered Professional Engineer, of the discipline required for the specific service, shall be currently licensed in the Commonwealth of Virginia. B. Registered Land Surveyor shall be currently licensed in the Commonwealth of Virginia. N:\46480-011\Engineering\Specs\100%Sub\01050.docx August 2015 01050-1 Michie Tavern Water Main Replacement Project Field Services Albemarle County Service Authority ri C. Professional Engineer and Land Surveyor qualifications shall be submitted to the ACSA for review and approval. mi 1.04 SURVEY REFERENCE POINTS A. Locate and protect control points prior to starting site work and preserve all permanent reference points during construction. 1. Make no changes or relocation of the reference points without prior written notice of the Engineer. 2. Report to the Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. 3. Require the surveyor to replace Project control points and property corners that may be lost or destroyed at no additional cost to the Owner. 1.05 PROJECT SURVEY REQUIREMENTS ri• A. Establish permanent benchmarks, where appropriate, along the alignment. Permanent benchmarks shall be referenced to data established by survey control ori points. B. Record the location of the permanent benchmarks, with horizontal and vertical wi data, on the Project Record Documents. C. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means: 1. Site improvements: rri a. Stakes for grading, fill and topsoil replacement. b. Utility slopes and invert elevations. 2. Batter boards for structures. 3. Structure foundations and floor levels. D. Periodically, verify layouts by same methods. ai 1.06 RECORDS imi A. Maintain a complete, accurate log of all control and survey work as it progresses. B. Refer to Section 01300—Submittals for record drawing requirements. sea N:\46480-011\Engineering\Specs\100%Sub\01050.docx August 2015 1111 01050-2 Ytli Michie Tavern Water Main Replacement Project Field Services Albemarle County Service Authority 1.07 SUBMITTALS A. Submit names and addresses of the Surveyor and Professional Engineer to the Engineer. B. On request of the Engineer, submit documentation to verify accuracy of field engineering work. WO C. On request of the Engineer, submit documentation to verify accuracy of field measuring and survey equipment. D. Submit certificate, signed by registered engineer or surveyor, certifying that the elevations and locations of improvements are in conformance, or non- conformance, with the Contract Documents. E. Submit drawings showing locations of all structures constructed. This drawing shall be included with the Project Record Documents. 41.. PART II- PRODUCTS (Not Used) �.. PART III- EXECUTION (Not Used) END OF SECTION INN IMP IMO NO 111111 it N:\46480-011\Engineering\Specs\100%Sub\01050.docx August 2015 01050-3 r m ik 9 [THIS PAGE INTENTIONALLY LEFT BLANK] rii rri .ri rrl Wi rr1 ni ri Ufa Michie Tavern Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing SECTION 01106 CONSTRUCTION SCHEDULING, COORDINATION AND SEQUENCING "` PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. Construction work under this contract shall have the least amount of interferences with the operations of existing facilities and private properties. Existing facilities must be maintained in continuous operation at all times during the course of the work under this contract. ION B. Operation of all valves required to perform the work shall be done by the ACSA. The ACSA, or his designated agent, shall be informed in writing at least 48 hours, or longer where specified, in advance of the need to operate valves or other actions which could affect system operations. C. To achieve reliable, continuous operation, new equipment and facilities shall be �.• tested and in operating condition before final tie-ins are made which connect new equipment and facilities to the existing system. �.. D. The Contractor shall submit to the Engineer, drawings showing details of all temporary connections or facilities as required. .,, E. When removing a facility from service, the Contractor shall allow the facility to drain naturally or be pumped to its lowest level. All remaining fluids shall be removed by the Contractor at his expense. Solids shall be disposed of off-site by 111111 the Contractor at his expense. Disposal of these solids must be in accordance with federal, state and local codes. F. No extra payment shall be made for any labor, materials, tools, equipment or temporary facilities required during the construction of facilities. All costs therefore shall be considered to have been included in the lump sum and unit prices bid. 1.02 SEQUENCE OF CONSTRUCTION A. Contractor shall be required to have successful completion of the directional drill under Route 20 prior to the construction of the remaining water main. B. A plan for the sequence of construction and delivery dates is necessary to keep shutdowns and the construction to a minimum. The Contractor shall develop a sequence of construction and submit it to the ACSA and Engineer for review and approval. The plan shall include all work to be performed and shall be broken N:\46480-011\Engineering\Specs\100%Sub\01106.docx August 2015 01106-1 ma Michie Tavern Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing down to allow coordination with "Requests for Payment". The Sequence of Construction shall be such that all work under this contract shall be completed within the construction time stated in these specifications. Temporary by-pass pumping, if required, shall be at the Contractor's expense. 1.03 FACILITY SHUTDOWNS A. Temporary shutdown periods shall not extend more than 6 hours. B. Scheduled shut downs shall be mutually agreed upon by the ACSA and the Contractor, with the Engineer's approval. C. Contractor shall notify ACSA at least 10 days prior to shutdown in order for ACSA to notify each resident, business and/or facility to be affected by the shutdown. Notification shall include the date of the shutdown and the expected duration of the shutdown. Notification shall be mailed or delivered at least seven (7) days prior to the shutdown. D. In order to keep each shutdown period to a minimum, the Contractor shall, prior to each shutdown, expedite completion of the work to the fullest extent. The Contractor shall have completed all necessary preparatory work including testing • and shall have adequate personnel available to keep each shutdown period to a minimum. All equipment and materials required to complete the work during a shutdown period shall be on the job site before the shutdown is commenced. ria E. The Contractor shall carefully coordinate all work and schedules and shall provide the ACSA and Engineer with 10 calendar days minimum written notice rrt prior to each shutdown period, unless otherwise approved by the ACSA. F. Prior to a shutdown, the Contractor shall submit to the Engineer and ACSA in writing, detailed descriptions and schedules of the proposed construction procedures during the shutdown period. Information submitted to the Engineer shall include a complete inventory of materials and equipment needed to perform the work. No shutdown of a facility or operation will be permitted until the Engineer has reviewed and approved, in writing, the proposed construction plans and procedures. sr G. If, during any temporary shutdown periods, the work performed is not satisfactory, as planned, or not completed within the maximum time allocated, the ACSA may order the Contractor to place the facility back in service and reschedule the work, or he may order the work required to place the facility or operation back in service to be performed with other forces at the Contractor's expense. H. During scheduled shut downs the Contractor shall be responsible for all damages and costs thereof due to negligence. N:\46480-011\Engineering\Specs\100%Sub\01106.docx August 2015 N 01106-2 Michie Tavern Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing 1.04 COORDINATION ISO A. Contractor, Subcontractors and ACSA Personnel AIM 1. The Contractor is responsible for the proper coordination of his work and his subcontractor's work, to assure timely completion of the work and to assure that the ACSA is made aware in advance of proposed construction activities. 2. There will be no basis for claim for extra compensation or contract time extension due to delay caused by the Contractor's failure to give proper notice for requested shutdowns or to advise the ACSA of proposed construction activities that in the judgment of the ACSA will interfere with operation of the distribution system. 3. Should an emergency condition arise, the ACSA has the authority to require the Contractor and his subcontractors to suspend their operations - temporarily until conditions return to normal, without claim for extra cost or contract time extension by the Contractor and his subcontractors. B. Subcontractors 1. Where the work of any subcontractor will be installed in close proximity �. to work of other subcontractors, or where there is evidence that the work of any subcontractor will interfere with the work of other subcontractors, the Contractor shall work out space allocations to make a satisfactory .. adjustment. If so ordered by the Engineer, the Contractor shall prepare composite working drawings and sections at a suitable scale, not less than 1/4 inch equals 1 foot, clearly showing how work is to be installed in „® relation to the work of others. If the Contractor permits any work to be installed before coordinating with the various subcontractors; or so as to cause interference with work of other subcontractors, he shall make necessary changes in the work to correct the condition without extra cost to the ACSA. 1.05 PERMITS A. Land Disturbance Permit 1. The Contractor shall apply for the Land Disturbance Permit for the project and pay the associated fees pertaining to the Land Disturbance Permit. The Contractor will be responsible for complying with all state and local codes and requirements for erosion and sediment control and for posting the required bond. The Contractor shall notify the Albemarle County Community Development Department about how the bond will be secured. Prior to scheduling a pre-construction meeting the Contractor N:\46480-011\Engineering\Specs\100%Sub\01106.docx August 2015 01106-3 Michie Tavern Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing rri will need to pay the Permit and First Year Inspection fee based on the disturbed acreage. Checks shall be made payable to the "County of Albemarle"and be submitted to the attention of Ms. Ana Kilmer located at the County of Albemarle Community Development Department, 401 McIntire Road, Charlottesville, Virginia 22902 (phone number: (434) 296- 5832 Ext. 3246 and email address: akilmer@albemarle.org). B. Land Use Permit a 1. The Contractor shall be required to comply with the Land Use Permit conditions contained as an appendix to the project manual. The ACSA has applied for the Land Use Permit as the permittee. The Contractor will not be required to post a separate bond for the work covered by the Land Use Permit in the contract documents. The Contractor will also be responsible for a Land Use Permit for any construction entrances off of VDOT maintained roads and rights-of-way. Contractor to request Traffic Control resubmit to be voided. A copy of the Land Use Permit is included in Appendix B. C. VSMP Permit 1. The ACSA will be responsible for applying and obtaining the VSMP General Permit and associated fee. The Contractor is responsible for a completing and maintaining a copy of a Stormwater Pollution Prevention Plan (SWPPP) throughout the duration of the contract. A copy of the SWPPP is included in Appendix C. The SWPPP contains the registration rel statement and requires completion and final coordination with the County's Community Development Department. a PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION mi N:\46480-011\Engineering\Specs\100%Sub\01106.docx August 2015 01106-4 Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority SECTION 01130 r.. MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 GENERAL A. The Contractor shall receive and accept the compensation provided in the Proposal and the Contract as full payment for furnishing all labor, materials, tools, equipment and services for performing all operations necessary to complete the ,,,r Work under the Contract, and also in full payment for all loss or damages arising from the nature of the Work, or from any discrepancy between the actual quantities of work and the quantities herein estimated by the Engineer, or from action of the elements or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the final acceptance by the Owner. B. The prices stated in the Proposal include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the Work as shown on the Contract Drawings and specified herein. The basis of payment for an item at the lump sum price in the Proposal shall be in accordance with the description of that item in this section. C. The Contractor's attention is called to the fact that the quotations for the various items of the Work are intended to establish a total price for completing the Work in its entirety. Should the Contractor feel that the cost for any item of work has not been defined by a Bid Form Pay Item, he shall include the cost for that work in some other applicable bid item, so that his proposal for the Work reflects his total price for completing the Work in its entirety. D. Items listed in the proposal as contingent or to be authorized by the Engineer and Owner are to be used and will be paid for only at the written direction and authorization of the Engineer, if agreed to by the Owner. Payment under this section will be made for materials furnished and placed in addition to those shown or beyond the limits indicated or reasonably inferred by the Contract Documents. Measurement and payment will be in accordance with the Proposal and will .. include, but not necessarily be limited to, furnishing, hauling, placing and installing of materials and the furnishing of such manpower and equipment as required to accomplish the work as directed in writing by the Engineer. E. Alterations ... 1. The Owner reserves the right to change the alignment, grade, form, length, dimensions or materials of the Work under the Contract, whenever conditions or obstructions are met that render the changes desirable or N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-1 rr 1 Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority fi necessary. All such alterations shall be paid for under the total lump sum bid or at a unit price bid for these items of work, except as follows: a. In the case that such alterations make the Work less expensive to the Contractor, a proper deduction shall be made from the contract prices and the Contractor shall have no claim on this account for rr% damages or for anticipated profits on the work that may be dispensed with. s b. In the case such alterations make the Work more expensive to the Contractor, a proper addition shall be made to the contract prices. c. Any additions or subtractions to the contract prices shall be proposed by the Contractor and then reviewed by the Engineer and approved by the Owner. d. In case the quantity of Work in individual unit price items of work increases or decreases greater than 25% of the bid quantity, unit prices may be renegotiated. F. Engineer May Increase or Decrease Quantities 1. The Engineer reserves the right to increase or decrease the quantity of material to be furnished or work to be done under the Contract whenever the Engineer deems it advisable or necessary. Such increase or decrease shall in no way violate or invalidate the Contract. 2. For the unit price items included in the bid, the Contractor will be paid for the actual amount of the authorized work done or material furnished under each item of the Proposal, at the unit price bid for that item. In case the quantity of any item is increased by less than 25%, the Contractor shall not be entitled to renegotiate the unit price bid for the item. In case the quantity is decreased more than 25%, the Contractor shall have no claim for damages on account of loss of anticipated profits because of such decrease. 3. For the contingency items, the Contractor shall be paid for actual quantities installed, on written order of the Engineer. G. Except as modified herein, measurement and payment shall be in accordance with the General Conditions—Section 00700. I 1.02 MEASUREMENT A. The quantities for payment under this Contract shall be determined by actual measurement of the completed items, in place and accepted by the Owner, in gli N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 kWh 01130-2 sii mai Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority rm accordance with the General Conditions. A representative of the Contractor and Owner shall witness all field measurements. iiii 1.03 PAYMENT No. A. Payments during the course of the Work for unit price items will be made on the basis of actual amount of the work item installed at the end of the pay period. Determination of the amount of the work item installed shall be made by the Contractor and reviewed and approved by the Engineer. Payments during the course of the Work for lump sum items will be made on the basis of percentage of completion of the work items listed in the Schedule of Values for each lump sum i.., or unit price item. The Schedule of Values shall be prepared by the Contractor and submitted to the Engineer for review within 15 days of the execution of the Contract and shall serve as a breakdown of the lump sum bid for the purpose of ® arriving at a basis for the monthly estimate. The Schedule of Values shall be broken down into categories and each category further broken down into each applicable specification section. The schedule shall add up to 100% of the total Bid. Mil 1.04 BID ITEMS 1. A. Contract Item No. 1: Mobilization 1. Lump sum cost to mobilize/demobilize labor, materials, tools and A. equipment to perform the work shown on the Contract Drawings and specified in the Specifications. 2. No measurement shall be made for mobilization. 3. Lump sum cost for mobilization shall include such items as bonds, insurance, stakeout, equipment and labor mobilization/demobilization, progress photographs, project sign (if required), permits, shop drawings, remobilization to complete work, and other incidental items required prior '." to commencement of construction and to complete construction. 4. Mobilization shall not exceed 3% of the total of all bid items. Application "• for partial payment of mobilization up to 50% may be made on the first "Request for Payment". .... B. Contract Item No. 2: 16" High-Density Polyethylene Casing Pipe & 6" High Density Polyethylene Water Main Installation """ 1. Payment for furnishing and installing 16-Inch HDPE Casing Pipe and 6- Inch HDPE water main at the locations shown on the Contract Drawings and as directed by the Engineer shall be made at the unit price bid per linear foot for the length of casing pipe actually installed. am N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-3 MN 1111 Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority mi 2. Measurement of lengths will be made horizontally, along the centerline of the casing pipe. 3. The unit price bid per linear foot shall include all labor, materials, tools, equipment and services for furnishing and installing 16-Inch diameter HDPE casing and 6-Inch HDPE water main at the locations shown on the +� Contract Drawings and as directed by the Engineer including, but not limited to: excavation of boring pits; temporary traffic control measures; temporary access roads; construction entrances; locating and supporting existing utilities; storage, handling and reuse of excavated materials; backfill and compaction; trench support; dewatering; erosion and sediment control measures, mobilization and demobilization of horizontal directional drill equipment; furnishing and installing encasement pipe; furnishing and installing all 6" HDPE carrier pipe; making of restrained joints; casing spacers; end boots; transition couplings; temporary blocking; oil tracer wire; testing; disinfection and any other incidental items required for the proper construction and operation of the casing and carrier pipe. oil C. Contract Item No. 3: 6" PVC Water Main Installation 1. Payment for furnishing and installing 6-inch diameter, C900 Polyvinyl tiA Chloride Pipe water main shall be made at the unit price bid per linear foot for the lengths of pipe actually installed. 2. Measurement of lengths will be made horizontally, along the centerline of pipe, and no deduction will be made for the lengths of fittings or valves. 3. The unit price bid per linear foot shall include all labor, materials, tools, equipment and services for furnishing and installing 6-inch diameter PVC water main including, but not limited to: surveying, layout, and measurement; temporary controls and facilities; traffic control measures; pavement removal; installation and maintenance of all required erosion and sediment control measures; construction entrances; test pitting and temporary support for all existing utilities; excavation and storage of excavated materials; handling and reuse of excavated materials; clearing and grubbing; excavation of offsite disposal of rock and unsuitable soil; fi backfill; stone backfill in road areas; trench support; dewatering; furnishing and installing pipe and all required fittings; making of plain and restrained joints; stone bedding; thrust blocks; temporary blocking; tracer wire; removal and replacement of existing culverts; ditch grading; temporary and permanent seeding; testing; disinfection and any other incidental items required for the proper operation of the water main. i N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-4 oilI Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority D. Contract Item No. 4: 4"PVC Water Main Installation 1. Payment for furnishing and installing 4-inch diameter, C900 Polyvinyl Chloride Pipe water main shall be made at the unit price bid per linear foot for the lengths of pipe actually installed. EOM 2. Measurement of lengths will be made horizontally, along the centerline of pipe, and no deduction will be made for the lengths of fittings or valves. 3. The unit price bid per linear foot shall include all labor, materials, tools, equipment and services for furnishing and installing 4-inch diameter PVC .�. water main including, but not limited to: surveying, layout, and measurement; temporary controls and facilities; traffic control measures; pavement removal; installation and maintenance of all required erosion .pt and sediment control measures; construction entrances; test pitting and temporary support for all existing utilities; excavation and storage of excavated materials; handling and reuse of excavated materials; clearing 11111and grubbing; excavation of offsite disposal of rock and unsuitable soil; backfill; stone backfill in road areas; trench support; dewatering; furnishing and installing pipe and all required fittings; making of plain and restrained joints; stone bedding; thrust blocks; temporary blocking; tracer wire; removal and replacement of existing driveway culverts; ditch grading; temporary and permanent seeding; testing; disinfection and any other incidental items required for the proper operation of the water main. E. Contract Item No. 5: 2-Inch Water Service Connection(WSC) 1. Payment to furnish and install water service connections to the new water main shall be made at the unit price bid per each for the number of services transferred. 2. Measurement will be made per each service connection at the locations shown on the plans and as directed by the Engineer. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services to furnish and install water services to the new water main including, but not limited to: location of existing water services; excavation and storage of excavated materials; excavation of offsite disposal of rock and unsuitable soil; backfill; trench support; handling and reuse of excavated materials; dewatering; tapping new water main; installation of corporation stop; trenchless installation of water service pipe across existing roads if chosen; handling and installation of "` water service pipe; making of restrained connections; connection of new pipe to corporation stop and meter box, testing; furnishing and installing meter box and yoke, installing water meter (meter will be furnished by .. ACSA); testing and any other incidental items required for the proper installation and operation of the water meter, meter box and yoke and any N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-5 11116. Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority rr� other incidental items required for the proper operation of the water service connection. F. Contract Item No. 6: 1"Water Service Connection (WSC) 1. Payment to furnish and install water service connections to the new water main shall be made at the unit price bid per each for the number of services transferred. 2. Measurement will be made per each service connection at the locations shown on the plans and as directed by the Engineer. si 3. The unit price bid per each shall include all labor, materials, tools, equipment and services to furnish and install water services to the new water main including, but not limited to: location of existing water services; excavation and storage of excavated materials; excavation of offsite disposal of rock and unsuitable soil; backfill; trench support; handling and reuse of excavated materials; dewatering; tapping new water main; installation of corporation stop; trenchless installation of water service pipe across existing roads if chosen; handling and installation of water service pipe; making of restrained connections; connection of new aii pipe to corporation stop and meter box, testing; furnishing and installing meter box and yoke, installing water meter (meter will be furnished by ACSA); testing and any other incidental items required for the proper sie installation and operation of the water meter, meter box and yoke and any other incidental items required for the proper operation of the water service connection. G. Contract Item No. 7: 6-inch Gate Valves with Valve Boxes 1. Payment for furnishing and installing 6-inch diameter gate valves with box shall be made at the unit price bid per each for each valve actually installed. 2. Measurement will be made per each valve and box installed at the locations shown on the plans and as directed by the Engineer. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing 6-inch diameter buried service gate valves and boxes including, but not limited to; pavement removal, excavation, storage and reuse of excavated materials, excavation of offsite disposal of rock and unsuitable soil; backfill, trench support, dewatering, handling and placing of valves, handling and setting of boxes, making of restrained connections, stone bedding, temporary blocking, testing and any other incidental items required for the proper operation of the valves. si H. Contract Item No. 8: 4-inch Gate Valves with Valve Boxes N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-6 .. Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority Mal 1. Payment for furnishing and installing 4-inch diameter gate valves with box .. shall be made at the unit price bid per each for each valve actually installed. •r• 2. Measurement will be made per each valve and box installed at the locations shown on the plans and as directed by the Engineer. .. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing 4-inch diameter buried service gate valves and boxes including, but not limited to; . pavement removal, excavation, storage and reuse of excavated materials, excavation of offsite disposal of rock and unsuitable soil; backfill, trench support, dewatering, handling and placing of valves, handling and setting of boxes, making of restrained connections, stone bedding, temporary blocking, testing and any other incidental items required for the proper operation of the valves. .. I. Contract Item No. 9: 1-inch Air Release Valve Assembly "" 1. Payment for furnishing and installing the 1-inch air release valve assembly shall be made at the unit price bid per each for each air release valve assembly actually installed. .. 2. Measurement will be made per each air release valve assembly installed at the locations shown on the plans and as directed by the Engineer. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing the 1-inch air release 'M valve assembly including, but not limited to; excavation, storage and reuse of excavated materials, gate valve, air release valve, copper piping, corporation stop, backfill, all items shown on ACSA detail W-9, and any I. other incidental items required for the proper installation of the 1-inch air release valve assembly. •M• J. Contract Item No. 10: Automatic Flushing Assembly 1. Payment for furnishing and installing the automatic flushing assembly . shall be made at the unit price bid per each for each automatic flushing assembly actually installed. .., 2. Measurement will be made per each automatic flushing assembly installed at the locations shown on the plans and as directed by the Engineer. IMP 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing the automatic flushing assembly including, but not limited to; excavation, storage and .. N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-7 Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority reuse of excavated materials, installing automatic flushing system as provided by the ACSA, piping, compression adaptor, FIP inlet, thrust blocking, plug, PVC sleeve, threaded tap, stone bedding, backfill, all items w' shown on Automatic Flushing System Detail shown in the plans, and any other incidental items required for the proper installation of the automatic flushing assembly. K. Contract Item No. 11: Fire Hydrant Assembly 1. Payment for furnishing and installing a fire hydrant at the locations shown on the plans shall be made at the unit price bid per each for each fire hydrant actually installed. 2. Measurement will be made per each fire hydrant installed at the locations shown on the plans and as directed by the Engineer. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing a fire hydrant NE including, but not limited to: excavation, storage and reuse of excavated materials; excavation of offsite disposal of rock and unsuitable soil; backfill; handling and connecting hydrant to pipe; making of restrained joints; 6-inch piping and 6-inch gate valve along fire hydrant lateral; thrust blocking; stone bedding, temporary blocking, testing and any other incidental items required for the proper operation of the fire hydrant. L. Contract Item No. 12: Tracer Wire Locater Box 1. Payment for furnishing and installing tracer wire locator box shall be made at the unit price bid per each for each box actually installed. 2. Measurement will be made per each box installed at the locations shown on the plans and as directed by the Engineer. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing tracer wire locator boxes including, but not limited to; handling and setting of boxes, backfill, and any other incidental items required for the proper operation of the boxes. M. Contract Item No. 13: 6"x6" Tap, Sleeve &Valve 1. Payment for furnishing and installing 6-inch X 6-inch tapping sleeve and valve with box shall be made at the unit price bid per each for each valve "i actually installed. } 2. Measurement will be made per each valve and box installed at the +�+� locations shown on the plans and as directed by the Engineer. N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-8 MS Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for installing 6"x6" diameter tap, sleeve and valve a-- and making a wet tap on the existing 6" water main including, but not limited to: pavement removal, unclassified excavation; handling, storage and reuse of excavated materials; backfill; compaction; coordination of the •• connection with the ACSA; trench support; dewatering; handling and placing of tapping sleeve; handling and placing of tapping valve; making the wet tap; making of restrained joints; stone bedding; temporary — blocking; testing and any other incidental items required for the proper operation of the tapping sleeve and valve. „r N. Contract Item No. 14: Base Stone Aggregate (21A or B) 1. Payment for furnishing and placing base stone aggregate will be made at the unit price bid per cubic yard. Measurement shall be for VDOT No. 21A or 21B material, compacted, in-place as directed in writing by the Engineer or Inspector. MU 2. Payment will not be made for this item for each cubic yard of material actually installed. 3. The unit price bid per cubic yard shall include all labor, materials, tools, equipment and services for furnishing and placing material including, but not be limited to; excavation, disposal of excess and unsuitable materials, OW transportation, stone placement; placing of select material, compaction, dewatering, and any other incidental items required for the proper installation of the base stone aggregate. MIN O. Contract Item No. 15: Asphalt Concrete Base Pavement (BM-25.0) "' 1. Payment for replacement of roadway base asphalt shall be made at the unit price bid per square yard of asphalt concrete base pavement at the locations shown on the Contract Drawings and as specified herein. 2. No measurement will be made. Payments will be made for calculated areas of paved roadway based on the limits of pavement shown on the ... Contract Drawings. 3. The unit price bid per square yard shall include all labor, materials, tools, ..... equipment and services for replacement of asphalt concrete base pavement including, but not limited to: milling of existing pavement as required; excavation, storage and disposal of milled and excavated materials: stone .. backfill: and any other incidental items required for the proper replacement of the paving. 0.. P. Contract Item No. 16: Asphalt Concrete Surface Course (VDOT SM-9.5A) ... IV:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-9 Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority 1 1. Payment for replacement of roadway surface course shall be made at the unit price bid per square yard for installing roadway surface course replacement at the locations shown on the Contract Drawings and as +� specified herein. 2. No measurement will be made. Payments will be made for calculated rti areas of paved roadway based on the limits of pavement shown on the Contract Drawings. 3. The unit price bid per square yard shall include all labor, materials, tools, equipment and services for replacement of roadway surface course including, but not limited to: milling of existing pavement as required; excavation, storage and disposal of milled and excavated materials; installation of tack coat; stone backfill; and any other incidental items required for the proper replacement of the asphalt concrete surface course. Q. Contract Item No. 17: Additional Unclassified Excavation Ordered by the Engineer or Inspector rel 1. Payment for additional excavation outside structure or trench limits, as directed by the Engineer or Inspector, and backfilling with acceptable material, either in-situ or borrow materials, shall be made at the unit price bid per cubic yard. rr 2. Measurement shall be for compacted material, in-place as directed in writing by the Engineer or Inspector. 3. The unit price bid per cubic yard of excavation shall include all labor, materials, tools, equipment and services for excavating materials at the 4 locations directed by the Engineer or Inspector and furnishing, installing and compacting fill including, but not limited to; excavation, disposal of excess and unsuitable materials, trench support, transportation, placing of select material, compaction, dewatering, and any other incidental items required for the proper completion of the work. R. Contract Item No. 18: Additional Concrete—as Directed by the Engineer or Inspector 1. Payment for furnishing and placing additional concrete will be made at the unit price bid per cubic yard. The concrete shall meet the requirements in the Albemarle County Service Authority's Standards and Supplementary Specifications. 2. Measurement shall be per cubic yard of concrete, in-place as directed in writing by the Engineer or Inspector. 3. The unit price bid per cubic yard shall be full compensation for all labor, materials, tools and equipment necessary to install additional concrete at N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-10 a a J Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority rr the locations indicated by the Engineer or Inspector including, but not limited to; excavation, backfill, erecting and removing forms, placing reinforcing, pouring concrete and any other incidental items required for the proper installation of the work. •• S. Contract Item No. 19:Additional Select Fill 1. Payment for furnishing and placing borrow material(obtained offsite) will .A. be made at the unit price bid per cubic yard. Measurement shall be for material, compacted, in-place as directed in writing by the Engineer. f.,. 2. Payment will not be made for this item under Additional Unclassified Excavation nor for select borrow material placed beyond the limits directed by the Engineer. 3. The unit price bid per cubic yard shall include all labor, materials, tools, equipment and services for furnishing and placing borrow material including, but not be limited to; excavation, disposal of unsuitable materials, transportation, placing of borrow material, compaction, dewatering, and any other incidental items required for the proper operation of the backfill. ess T. Contract Item No. 20: Over-Excavation of Unsuitable Subgrade with Porous Refill 1. Payment for excavation below the trench subgrade due to unsuitable soil conditions and furnishing and backfilling with VDOT No. 21 or 21A, Type 1 material shall be made at the unit price bid per cubic yard for over- excavation of unsuitable sub-grade with porous material refill, in-place and compacted, as directed in writing by the Engineer. �. 2. Measurement shall be for compacted material, in-place as directed in writing by the Engineer. 3. The unit price bid per cubic yard of material shall include all labor, materials, tools, equipment and services for excavating unsuitable materials and furnishing, installing and compacting select fill including, but not limited to: excavation; disposal of unsuitable materials; transportation; furnishing and placing of select material; compaction; dewatering; and any other incidental items required for the proper .r execution of the work. U. Contract Item No. 21: Abandonment of existing water main 1. Payment for furnishing and installing plugs and/or caps at locations as shown on the plans and as directed by the Engineer or ACSA, installation of flowable fill, and the abandonment of the existing water main shall be made at the lump sum price bid for the abandonment of the existing water main and associated tasks. Mr N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-11 VIM Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority 2. No measurement will be made. Partial payments shall be made for the work completed in accordance with the General Conditions of the Contract. 3. The lump sum price bid shall include all labor, materials, tools, equipment and services for abandonment of the existing water main as shown in the contract documents and as directed by the Engineer or ACSA including, but not limited to: unclassified excavation, backfill, handling, storage and +ri reuse of excavated material; handling and placing of plugs or caps on the existing water main, making and installation of any required restrained joints or thrust blocks, installation of flowable fill for in place rri abandonment of existing water main taken out of service by installations of plugs or caps; removal of existing fire hydrant; abandonment of the existing Blue Ridge Hospital meter vaults as required in coordination with ori the ACSA inspector; abandonment of the existing Michie Tavern meter vault as required in coordination with the ACSA inspector, coordination with the City of Charlottesville for the operation of any existing valves or appurtenances as needed, stone bedding, thrust blocks if needed, testing, and any other incidental items required for the proper abandonment of the 1 existing water main. V. Alternate Bid Item A-1: 20" High-Density Polyethylene Casing Pipe & 6" High Density Polyethylene Water Main Installation 1. Payment for furnishing and installing 20-Inch HDPE Casing Pipe and 6- Inch HDPE water main at the locations shown on the Contract Drawings and as directed by the Engineer shall be made at the unit price bid per linear foot for the length of casing pipe actually installed. { 2. Measurement of lengths will be made horizontally, along the centerline of aii the casing pipe. 3. The unit price bid per linear foot shall include all labor, materials, tools, equipment and services for furnishing and installing 20-Inch diameter HDPE casing and 6-Inch HDPE water main at the locations shown on the Contract Drawings and as directed by the Engineer including, but not limited to: excavation of boring pits; temporary traffic control measures; temporary access roads; construction entrances; locating and supporting existing utilities; storage, handling and reuse of excavated materials; backfill and compaction;trench support; dewatering; erosion and sediment control measures, mobilization and demobilization of horizontal directional drill equipment; furnishing and installing encasement pipe; N furnishing and installing all 6" HDPE carrier pipe; making of restrained joints; casing spacers; end boots; transition couplings;temporary blocking; tracer wire; testing; disinfection and any other incidental items required rel for the proper construction and operation of the casing and carrier pipe. N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-12 Mt Michie Tavern Water Main Replacement Project Measurement and Payment Albemarle County Service Authority 1.05 PAYMENT FOR MATERIALS NOT INCORPORATED INTO THE WORK INS A. Storage of Materials 1. Payment for equipment and materials stored on the site, or elsewhere as specified in the Standard General Conditions, and not actually incorporated in the work will be made on the basis of 95% of the amount of paid invoices submitted to the Engineer for incorporation in the •.. monthly estimate. B. Authorization for Payment 1. Payment will be authorized after the delivery to the construction site or other approved location and after being certified by the Engineer as being .. stored in conformation with the manufacturer's recommendations and satisfactory evidence is provided that the items are as specified. 2. Title to all items of equipment and materials upon which payment has been made shall rest with the Owner and documents transferring title shall be executed by the Contractor. Transfer of ownership shall not relieve the Contractor of continuing insurance coverage and of protecting stored items against damage, deterioration, theft or loss of any kind. r. 3. Should materials or equipment become damaged or be stored improperly or contrary to the manufacturer's recommendations, being therefore subject to later damage, then the Engineer will reduce the next following monthly payment by an amount sufficient to repair or replace such units. 4. To initiate a request for partial payment the Contractor shall submit his request in writing to the Engineer with all necessary evidence. Oil PART 2 - PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) END OF SECTION mow N:\46480-011\Engineering\Specs\100%Sub\01130.docx August 2015 01130-13 111 4 rrl 4,1 [THIS PAGE INTENTIONALLY LEFT BLANK] .ri vie rid MEW Michie Tavern Water Main Replacement Project Project Meetings Albemarle County Service Authority 111111 SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Engineer will schedule and administer a preconstruction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work. 1. Prepare agenda for meetings 2. Make physical arrangements for meetings 3. Preside at meetings B. Representatives of the Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. C. The Contractor shall attend meetings to ascertain that work is expedited consistent with Contract Documents and construction schedules. 1.02 PRECONSTRUCTION MEETING A. A preconstruction meeting will be scheduled before the Contractor starts Work at the site. B. Location: A site designated by the Engineer. C. Attendance: 1. Owner's representative 2. Engineer and his professional consultants r 3. Contractor's project manager and superintendent 4. Major subcontractors 5. Utilities representatives 6. Others as appropriate N:\46480-011\Engineering\Specs\100%Sub\01200.docx August 2015 01200-1 r+. worrrom. lia Michie Tavern Water Main Replacement Project Project Meetings Albemarle County Service Authority D. Suggested Agenda: 1. Distribution and discussion of: a. List of major subcontractors and suppliers b. Projected construction schedules 2. Critical work sequencing. 3. Major equipment deliveries and priorities. ai 4. Project coordination: a. Designation and responsible personnel 5. Procedures and processing of: a. Field decisions b. Proposal requests c. Submittals oii d. Change Orders e. Applications for payment ` 6. Adequacy of distribution of Contract Documents. 7. Procedures for maintaining Record Documents. 8. Use of premises: a. Work and storage areas. b. Owner's requirements. 9. Construction facilities, controls and construction aids. 10. Temporary utilities. 11. Housekeeping procedures. 12. Check of required Bond and Insurance certifications. 13. Liquidated damages. ei 14. Check of required Permits. 15. Laboratory testing of material requirements. N:\46480-011\Engineering\Specs\100%Sub\01200.docx August 2015 01200-2 4 Michie Tavern Water Main Replacement Project Project Meetings Albemarle County Service Authority r. "`r 16. Inventory of material stored on site. 17. Wage determination compliance and records, work hours. NO 18. MBE/WBE fair share objective, affirmative action, nondiscrimination policies. OM 19. Communication lines and contact persons, including address and telephone number. 20. Manufacturers' operation and maintenance manuals, and operation and maintenance training. .. 21. Regulatory agency inspections. 22. Progress agency inspections. 23. Job site safety. MIN 1.03 PROGRESS MEETINGS .. A. Regular periodic meetings will be held every 30 days or less. The first meeting will be scheduled 30 days after the Preconstruction Meeting or 30 days or less after the date of Notice to Proceed. AM B. Additional meetings will be scheduled as required by progress of the work. *NWC. Location of the meetings: Albemarle County Service Authority Main Office or Site, at discretion of the ACSA. D. Attendance: .. 1. Engineer and his professional consultants as needed. .. 2. Contractor and his Subcontractors (as appropriate to the agenda). 3. Owner's representative. .. 4. Others as appropriate. MNIII E. Suggested Agenda: 1. Review and approval of minutes of previous meeting. MS VW N:\46480-011\Engineering\Specs\100%Sub\01200.docx August 2015 01200-3 NNW Michie Tavern Water Main Replacement Project Project Meetings Albemarle County Service Authority 2. Review of work progress since previous meeting. 3. Field observations, problems and conflicts. 4. Problems which impede Construction Schedule. 5. Review of off-site fabrication, delivery schedules. 6. Corrective measures and procedures to regain projected schedule. 7. Revisions to Construction Schedule. 8. Progress schedule during succeeding work period. 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. 11. Maintenance of quality standards. 12. Pending changes and substitutions. z , 13. Review proposed changes for: ++� a. Effect on Construction Schedule and on completion date. f b. Effect on other contracts of the Project. liri F. The Contractor is to attend progress meetings and is to study previous meeting minutes and current agenda items, in order to be prepared to discuss pertinent topics such as deliveries of materials and equipment, progress of the work, etc. G. The Contractor is to provide a current shop drawing submittal log and current progress schedule at each progress meeting in accordance with Section 01300. mi PART 2 - PRODUCTS (Not Used) PART 3 -EXECUTION (Not Used) J END OF SECTION arie N:\46480-011\Engineering\Specs\100%Sub\01200.docx August 2015 01200-4 r Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority WM SECTION 01300 w SUBMITTALS MI PART 1 - GENERAL 1.01 GENERAL .. A. The Contractor shall submit to the Engineer for review and approval such shop drawings, test reports and product data on materials and equipment (hereinafter in "'" this section called data), and material samples (hereinafter in this section called samples) as are required for the proper control of work, including but not limited to those shop drawings product data and samples for materials and equipment MO specified elsewhere in the Specifications and in the Contract Drawings. B. Within thirty (30) days after the effective date of the Contract, the Contractor .. shall submit to the Engineer a complete list of preliminary data on items for which Shop Drawings are to be submitted. Included in this list shall be the names of all proposed manufacturers furnishing specified items. Review of this list by the r Engineer shall in no way, expressed or implied, relieve the Contractor from submitting complete Shop Drawings and providing materials, equipment, etc., fully in accordance with the Specifications. The procedure is required in order to ...., expedite final review of Shop Drawings. C. The Contractor is to maintain an accurate updated submittal log and will bring this log to each scheduled progress meeting with the Owner and the Engineer. This log should include the following items: r 1. Submittal-Description and Number assigned. 2. Date to Engineer. 3. Date returned to Contractor(from Engineer). 4. Status of Submittal (Approved, Approved as Noted, Revise and Return, Rejected). 5. Date of Resubmittal and Return (as applicable). 6. Date material release (for fabrication). r 7. Projected date of fabrication. 8. Projected date of delivery to site. 9. Status of O&M manuals submittal. MIN 10. Specification Section. 11. Drawings Sheet Number. aii +i. N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 01300-1 r Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority a 1.02 TYPES OF SUBMITTALS A. Shop drawings for manufactured or fabricated items, schedules, diagrams and like material prepared specially for this project. B. Product Data which include pre-printed material, manufacturer's descriptive literature, illustrations, catalog data, performance charts and the like intended to identify a part of the work but not necessarily prepared exclusively for this Contract. C. Samples which include physical examples of products, materials, assemblies or workmanship which are identical to a portion of the work and which establish standards for materials, workmanship, or appearance of the fmished work. tii D. Administrative data to include information required to support the administrative requirements of the contract as called for in the specifications. 4 a 1.03 PROCEDURE FOR SUBMITTALS A. Except where specifically stated otherwise all submittals shall be made to the Engineer for his approval. Submittals of all but administrative data shall be made in at least six (6) copies. Two (2) copies of the submittal will be retained by the Engineer - one (1) for the office and one (1) for the field. One (1) copy will be provided to the Owner. The remaining copies will be returned to the Contractor. Submittals shall be complete for each component of work or system and shall include all inter-related portions of a system. At the completion of the project, the Contractor shall furnish the Engineer one revised record copy as described in Paragraph 1.06. B. Administrative data shall be submitted in triplicate (3 copies). 1.04 CONTRACTOR'S RESPONSIBILITY A. It is the duty of the Contractor to check all drawings, data and samples prepared by or for him before submitting them to the Engineer for review. Each and every rri copy of the Drawings and data shall bear a Contractor's stamp showing that they have been checked. Shop drawings submitted to the Engineer without the Contractor's stamp will be returned to the Contractor for conformance with this requirement. Shop drawings shall indicate any deviations in the submittal from requirements of the Contract Documents. B. Engineer's Contract Drawings shall not be reproduced for the purpose of making shop drawings. C. Determine and verify: N:\46480-011\Engineering\Specs\1 00%Sub\01300.docx August 2015 a 01300-2 NNW Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 4. Conformance with Specifications. D. The Contractor shall furnish the Engineer a schedule of Shop Drawings submittals fixing the respective dates for the submission of shop drawings, the beginning of '_ manufacture, testing and installation of materials, supplies and equipment. This schedule shall indicate those submittals that are critical to the progress schedule. 9r E. The Contractor shall ensure that no work is begun on any item of work requiring an approved submittal until such approval is obtained. F. The Contractor shall not begin any work covered by a drawing, data, or a sample returned marked "REVISE AND RETURN" OR"REJECTED"until a revision or correction thereof has been reviewed and returned to him, by the Engineer, with -- approval. G. One approved copy of all submittals shall be held by the Contractor at the .. construction site. H. Each submittal shall be assigned a sequential number by the Contractor, for purposes of easy identification, and shall retain its assigned number with appropriate subscript, on required resubmissions. The assigned number shall consist of the Contract Number, followed by the specification section number where the item is specified, followed by a sequential number indicating the number of submittals in that Section (e.g., 03300-11 is the 1 lth separate submittal for items specified in Section 03300). Resubmittals shall be identified with the same number as the original submittal, followed by the subscript R1, R2, etc. All products and materials submitted shall be clearly identified with the appropriate equipment name and number as it appears in the Contract Document. I. The Contractor shall submit to the Engineer all drawings and schedules sufficiently in advance of construction requirements to provide no less than 30 calendar days for reviewing and appropriate action from the time the Engineer receives them. J. All submittals shall be accompanied with a transmittal letter prepared in duplicate 97r containing the following information: 1. Date. 2. Project Title and Number. 3. Contractor's name and address. 4. The Number of each Shop Drawing, Project Data, and Sample submitted. 5. Notification of Deviations from Contract Documents. N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 01300-3 911111 Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority 6. Submittal Log Number conforming to Specification Section Numbers. oli K. The Contractor shall submit six (6) copies of shop drawing submittals to the Engineer, three of which will be returned to the Contractor. L. The Contractor shall be responsible for and bear all costs of damages which may result from the ordering of any material or from proceeding with any part of work prior to the completion of the review by Engineer of the necessary Shop Drawings. M. The Contractor shall be fully responsible for observing the need for and making "'ai any changes in the arrangement of piping, connections, wiring, manner of installation, etc., which may be required by the materials/equipment he proposed to supply both as pertains to his work and any work affected under other parts, a heading, or divisions of drawings and specifications at no cost to the Owner. 1.05 ENGINEER'S REVIEW OF SHOP DRAWINGS A. The Engineer's review of drawings, data and samples submitted by the Contractor will be only for conformance with the design concept of the Project and for r� general compliance with the information given in the Contract Documents. The Engineer's review and approval will not constitute an approval of dimensions, quantities, and details of the material, equipment, device, or item shown. U B. The review of drawings and schedules will be general, and shall not be construed: rr 1. as permitting any departure from the Contract requirements; 2. as relieving the Contractor of responsibility for any errors, including details, dimensions, and materials; 3. as approving departures from details furnished by the Engineer, except as otherwise provided herein. 4. as approving Contractor's means, methods, techniques, sequences or procedures of construction or to safety precautions or programs incident thereto. rr C. If the drawings or schedules as submitted describe variations and show departure from the Contract requirements which the Engineer fmds to be in the interest of the Owner and to be so minor as not to involve a change in Contract Price or time for performance, the Engineer may return the reviewed drawings without noting any exception. D. When reviewed by the Engineer, each of the Shop Drawings will be identified as having received such review being so stamped and dated. Shop Drawings stamped "REVISE AND RESUBMIT" and with required corrections shown will be returned to the Contractor for correction and resubmittal. 1 N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 U 01300-4 I vii Michie Tavern Water Main Replacement Project Submittals .. Albemarle County Service Authority E. Resubmittals will be handled in the same manner as first submittals. On N. resubmittals the Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, to revisions other than the corrections requested by the Engineer on previous submissions. The Contractor shall make any corrections required by the Engineer. F. If the Contractor considers any correction indicated on the drawings to constitute "" a change to the Contract Drawings or Specifications, the Contractor shall give written notice thereof to the Engineer. G. Shop drawings and submittal data shall be reviewed by the ENGINEER for each original submittal and first resubmittal; thereafter review time for subsequent resubmittals will be charged to the CONTRACTOR at the rate of$75 per hour. H. When the Shop Drawings have been completed to the satisfaction of the Engineer, the Contractor shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer. .. I. No partial submittals will be reviewed. Incomplete submittals will be returned to the Contractor for resubmittal. .. 1.06 SHOP DRAWINGS A. When used in the Contract Documents, the term "Shop Drawings" shall be all .. drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, „r diagrams, and other information prepared by a Supplier and submitted by Contractor to illustrate material or equipment for some portion of the Work. ,.. B. Manufacturer's catalog sheets, brochures, diagrams, illustrations and other standard descriptive data shall be CLEARLY MARKED TO IDENTIFY THOSE MATERIALS, PRODUCTS OR MODELS THAT ARE PERTINENT TO THE WORK. Delete information which is not applicable to the Work by striking through or cross-hatching. C. Drawings and schedules shall be checked and coordinated with the work of all IMO trades involved, before they are submitted for review by the Engineer and shall bear the Contractor's stamp of approval as evidence of such checking and coordination. Drawings or schedules submitted without this stamp of approval NM shall be returned to the Contractor for resubmission. D. Each Shop Drawing shall have a blank area 3-1/2 inches by 3-1/2 inches, located .` adjacent to the title block. The title block shall display the following: •• N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 01300-5 NM tiff Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority 1. Project Title and Number 2. Name of project building or structure 3. Number and title of the shop drawing :a 4. Date of shop drawing or revision 5. Name of contractor and subcontractor submitting drawing 6. Supplier/manufacturer. 7. Separate detailer when pertinent 'i 8. Specification title and number 9. Specification section 10. Application Contract Drawing Number E. If drawings show variations from Contract requirements because of standard shop practice or for other reasons, the CONTRACTOR SHALL DESCRIBE SUCH I VARIATIONS IN HIS LETTER OF TRANSMITTAL. The transmittal letter shall delineate compliance and exceptions taken to Specifications and Contract Drawings. If acceptable, proper adjustment in the Contract shall be implemented I where appropriate. If the Contractor fails to describe such variations, he shall not be relieved of the responsibility for executing the work in accordance with the Contract, even though such drawings have been reviewed. r� F. Data on materials and equipment include, without limitation, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams, materials .i of construction and similar descriptive material. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, fmish and all other pertinent data. G. For all mechanical and electrical equipment furnished, the Contractor shall provide a list including the equipment name, and address and telephone number of the manufacturer's representative and service company so that service and/or spare parts can be readily obtained. H. All manufacturers or equipment suppliers who propose to furnish equipment or products shall submit an installation list to the Engineer along with the required shop drawings. The installation list shall include at least five installations where identical equipment has been installed and has been in operation for a period of at least one (1) year. Only the Engineer will utilize the color "red" in marking Shop Drawing submittals. J. Before the fmal payment is made, the Contractor shall furnish to Engineer one(1) set of record shop drawings all clearly revised, complete and up to date showing the permanent construction as actually made for all reinforcing and structural N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 1 01300-6 .. Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority ... steel, miscellaneous metals, process and mechanical equipment, yard piping, electrical system and instrumentation system. 1.07 SAMPLES OBI A. The Contractor shall furnish, for the approval of the Engineer, samples required by the Contract Documents or requested by the Engineer. Samples shall be `W delivered to the Engineer as specified or directed. The Contractor shall prepay all shipping charges on samples. Materials or equipment for which samples are required shall not be used in work until approved by the Engineer. B. Samples shall be sufficient size and quantity to clearly illustrate: AMIS 1. Functional characteristics of the product, with integrally related parts and attachment devices. 2. Full range of color,texture and pattern. .. 3. A minimum of three samples of each item shall be submitted. C. Each sample shall have a label indicating: 1. Name of project 2. Name of Contractor and Subcontractor ... 3. Material or Equipment Represented 4. Place of Origin 5. Name of Producer and Brand(if any) ® 6. Location of Project (Samples of finished materials shall have additional marking that will identify ...., them under the fmished schedules). D. The Contractor shall prepare a transmittal letter in triplicate for each shipment of samples containing the information required in subparagraph 1.04J above. He OM shall enclose a copy of this letter with the shipment and send a copy of this letter to the Engineer. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be constructed to change or modify any Contract requirements. 1.08 MANUFACTURER'S LIST A. Within 30 days after receipt of a Notice to Proceed, and before ordering any equipment or materials, the Contractor shall submit to the Engineer for approval a .. complete list of proposed manufacturers and fabricators for all materials and equipment to be used in this Contract. The purpose of this submittal is to allow the Engineer to predetermine the acceptability of proposed suppliers before issuance of purchase orders by the Contractor. Submission and acceptance of the w N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 01300-7 Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority manufacturers' list shall neither relieve the Contractor from submitting detailed esi shop drawings and product data for all materials and equipment nor shall it constitute prior acceptance of any specific item of equipment prior to submittal of shop drawings. After submission and acceptance of the manufacturers' list, the Contractor shall not deviate from the named suppliers and manufacturers without written approval from the Engineer. 1.09 OPERATING AND MAINTENANCE INSTRUCTIONAL PERIODS "' A. Particular sections of these Specifications require that the Contractor furnish qualified personnel to instruct the Owner's personnel in the proper operation and maintenance of equipment and systems provided in this Contract. Such instructional periods shall be for the duration of time specified and in accordance with the requirements of the individual sections of the Specifications and with the following paragraphs. 1.10 MANUFACTURER'S REPRESENTATIVE I A. The definition of "manufacturer's representative" shall be as follows: a representative from the manufacturer's plant, familiar with the actual problems of rri manufacturing, installing and operating the particular equipment or product and with enough years of experience in this field to determine the successful operation of the equipment or product. Sales representatives or agents of the manufacturers will not be acceptable. B. As related to his obtaining the manufacturer's certificates, the Contractor shall include in this contract price the cost of furnishing competent and experienced manufacturer's representatives who shall represent the manufacturer on equipment and products furnished and installed under this Contract, to assist the Contractor to install, adjust, start up, and test the equipment and products in conformity with the Contract Documents. After the equipment and products have been operated through the trial period for each phase of construction and before being put into permanent service the Engineer, such manufacturer's representatives shall make all adjustments and tests required to provide that such equipment and products are in proper and satisfactory. 1.11 ENGINEER'S RESPONSIBILITY A. The Engineer will review, with reasonable promptness, all submittals with respect to the Contract Documents and will indicate a qualified"Approval", an"Approval As Noted", a "Revise and Return" or "Rejected" notation. The Engineer will return all submittals found incomplete without a review. rel N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 01300-8 Michie Tavern Water Main Replacement Project Submittals Albemarle County Service Authority 4110 1.12 MIX DESIGNS INN A. Mix designs shall be submitted for concrete, grout, and bituminous paving. Mix design shall indicate all materials used in the product and their respective relative quantities. In any one mix design all quantities shall be expressed either by weight or volume insofar as it is practical to do so. The Contractor's attention is directed to Section 03301 of these Specifications for proportioning and testing IMO requirements of concrete. 1.13 DESIGN CALCULATIONS A. Design calculations shall be presented in a neat, legible manner and shall bear the stamp and signature of a Registered Professional Engineer, registered in the State of Virginia. 1.14 RECORD DRAWINGS A. The Contractor will keep one copy of all Specifications, Drawings, Addenda, Change Orders and Shop Drawings at the site, in good order and annotated to show all changes made during the construction process. These shall be available to the Engineer and shall be delivered to him upon completion of the project. If the Contractor fails to maintain the record drawings as required herein, fmal ..o payment, with respect to the Contract as a whole, will be withheld until proper record drawings have been furnished to the Engineer. PART 2 - PRODUCTS - (Not Used) PART 3 -EXECUTION - (Not Used) MIN END OF SECTION IMO N:\46480-011\Engineering\Specs\100%Sub\01300.docx August 2015 01300-9 rr id [THIS PAGE INTENTIONALLY LEFT BLANK] Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling SECTION 02200 EARTHWORK, EXCAVATION, TRENCHING ,., AND BACKFILLING PART 1 - GENERAL r. 1.01 SCOPE OF WORK A. The Contractor shall provide all labor, materials, equipment and services necessary for, Mali and incidental to, the preparation of the site, excavating, trenching, drainage, dewatering, sheeting, bracing, backfilling, compacting, grading, topsoiling, seeding, mulching and protection of the work as shown on the Drawings, as herein specified, and in accordance with the Standard Specifications. B. The Contractor shall accept the site in the condition in which it exists at the time of the award of the Contract. C. The Engineer will determine whether materials that are to be used in the work are suitable or unsuitable. All excavated excess or unsuitable materials shall be removed from the site by the Contractor. Materials removed from the site shall be disposed of at a permitted, off- site disposal location of the Contractor's choosing, at no additional expense to the Owner. 1.02 RELATED WORK INCLUDED ELSEWHERE: A. Section 01130 - MEASUREMENT AND PAYMENT B. Section 01300 - SUBMITTALS 1.03 QUALITY ASSURANCE A. Codes and Standards 1. Standard Specifications: References in this Section to Standard Specifications or Standard Details shall mean the following, along with the latest revisions thereto, and are hereby made part of this specification. In case of conflict between the Standard Specifications or Standard Details and this contract specification, this •. contract specification shall govern. a. Albemarle County Service Authority, Construction Specifications Regulating the Construction and Expansion of Water and Sewer Systems. b. Virginia Department of Transportation "Road and Bridge Specifications", dated January 1994, and "Road and Bridge Standards", dated January 1993, with the latest incorporated revisions. rr N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-1 Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling c. "Virginia Erosion and Sediment Control Handbook", dated 1993, with the latest incorporated revisions. Nii 2. The following American Association of State Highway and Transportation Officials (AASHTO) Standards in effect on the date bids are received form a part of this Specification to the extent indicated by the following references: M6 Fine Aggregate for Portland Cement Concrete M43 Standard Sizes of Coarse Aggregate for Highway Construction M145 Classification of Soils and Soil-Aggregate Mixtures T89 Determining the Liquid Limit of Soils T90 Determining the Plastic Limit and Plasticity Index of Soils T99 Moisture-Density Relations of Soils Using a 5.5-1b. Rammer and 12-in. Drop Ti 19 Slump of Portland Cement Concrete T180 Moisture-Density Relations of Soils Using a 10-1b. Rammer and 18-in. Drop T191 Density of Soil In-Place by the Sand-Cone Method T206 Penetration Test and Split-Barrel Sampling of Soils T238 Density of Soils and Soil-Aggregate In-Place by Nuclear Methods T239 Moisture Content of Soil and Soil-Aggregate In Place by Nuclear Methods T265 Laboratory Determination of Moisture Contents of Soils 3. All work shall comply with Occupational Safety and Health Regulations for Construction of the Code of Federal Regulations. B. Supervision and Testing 1. Supervision and testing shall be in accordance with the following. The Contractor 111 shall employ the services of an independent, professional testing consultant, specializing in field sampling, field testing, and laboratory testing. Field and laboratory testing of concrete and soils shall be the responsibility of the Contractor. Payment shall be included in the appropriate lump sum bid item. Costs incidental to the transportation of samples shall be borne by the Contractor. 2. Construction of controlled fills shall be done under continuous supervision of the Engineer. The Contractor shall provide 48 hours notice to the Engineer, and no controlled fills shall be constructed unless the Engineer is on the site. The Contractor shall allow safe access for the Engineer to all parts of the project at all a times. The Contractor shall keep the Engineer informed of all construction activity of the project and the Contractor's anticipated daily schedules. The Contractor shall perform excavation and subgrade preparation under the direction and approval of ++ the Engineer. 3. All materials to be used in the work shall be tested by a certified, independent rri laboratory paid for by the Contractor, prior to use to show conformance with the N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-2 r Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling requirements of these Specifications. Test reports or material certifications shall be submitted to the Engineer prior to use of any material in the work. Any change in the source or change in the character of the material shall require the Contractor to retest and resubmit for approval. 4. Field compaction tests of the density and moisture content of fill and backfill shall be performed by the Contractor's qualified testing consultant at no additional cost the Owner. Upon completion of each layer of fill in a designated area, the Contractor shall be required to allow time for the Engineer to inspect the tests. Copies of test results shall be furnished to the Engineer within 24 hours of conclusion of tests. 5. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Compaction tests shall be taken in the compacted material below the disturbed surface. In this case the Contractor shall be required to use its equipment (such as bulldozer blade) to cut out a smooth surfaced spot at any point requested by the Engineer on which to perform the test. 6. When test results indicate, as determined by the Engineer, that compaction is not as specified, the material shall be removed, replaced and recompacted to meet the specification requirements. Tests on recompacted areas shall be performed to determine conformance with the specification requirements. Inspections and test results shall be certified by a registered professional Engineer, stating that the tests 111111 and observations were performed by or under the direct supervision of the Engineer, the results are representative of the materials or conditions being certified by the tests, and the results are in conformance with the project specifications. 7. Tests shall be performed in randomly selected locations and in sufficient numbers to insure that the specified density is being obtained. The following number of field density tests shall be the minimum acceptable for each type operation: a. Bedding and backfill in trenches: One test per 100 linear feet in each lift. b. Structures: Two tests in each lift. 1.04 SUBMITTALS r.. A. Sources of borrow, aggregate, porous fill and furnished topsoil shall be submitted to the Engineer for approval. B. Gradation curves for all borrow, aggregate, porous fill, and furnished topsoil to be used shall be submitted to the Engineer for approval. C. Standard Proctor (AASHTO T99), Modified Proctor (AASHTO T180), Natural Moisture Content (AASHTO T265), and Atterberg Limits (AASHTO T89 and T90) test results for .,. all proposed on-site material, borrow and aggregate shall be submitted to the Engineer for approval. N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-3 Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling D. Delivery Tickets 1. The Contractor shall submit delivery tickets with each load of borrow, aggregate, porous fill and furnished topsoil material brought to the site under the authorization of the Engineer showing the following information: x a. Name and location of supplier or source. mi b. Type and amount of material delivered by volume and weight. c. Test information on the material as required by this Specification. 1 E. Manufacturer's product catalog data for filter fabric to be furnished shall be submitted to the Engineer for approval, showing compliance with the specification requirements of 4 PART 2—PRODUCTS. mi F. A Compaction Plan shall be submitted to the Engineer for approval, including a list of proposed compaction equipment to be used, manufacturer's specifications and catalog data, and the Contractor's plan for compaction in the work. A G. Excavation Support and Dewatering Systems rel 1. For all excavations requiring sheeting and shoring, the Contractor shall submit working drawings and calculations for the design of the excavation support and dewatering systems. The Contractor shall design the excavation support and dewatering systems in accordance with any design criteria shown on the Contract Drawings. The working drawings and calculations shall be certified by a professional Engineer licensed to practice in the Commonwealth of Virginia. 2. The working drawings and calculations for the dewatering systems shall include the following information: a. Planned method of dewatering. b. Excavation plan. c. Location of the water table before and during dewatering. d. Location and capacity of such facilities as dewatering wells, well points, sumps,collection and discharge lines,proposed standby unit, and protective fills and ditches required for control of ground water and surface water. 3. The Contractor shall obtain and submit copies of all permits that may be required wri for installation of well points and dewatering wells. 4 4. The Contractor shall be responsible for determining the existing subsurface conditions for the excavation support systems and dewatering systems. The Owner does not guarantee or warrant the conditions actually encountered on this project. The Owner will not be held responsible for the basis of claims by the Contractor or any other parties in the execution of the excavation support system. The 1 N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 ii 02200-4 imp Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling NM Contractor's submittal of the Excavation Support Systems and Dewatering Systems is for information purposes only. H. Flowable Fill Fly Ash 1. Sources of fly ash shall be submitted to the Engineer for approval. . 2. Material test data of fly ash representative of the source shall be submitted to the Engineer a minimum of 30 days prior to use. Test data shall include characteristics of the ash leachate as determined by the Toxicity Characteristics Leaching w. Procedure (TCLP) in accordance with EPA SW-846, with respect to leachate metals. 3. The sources of all materials and mix design must be submitted to the Engineer a minimum of 30 days prior to use, in order to allow testing of the mix design by the Engineer. The design must produce a material with a 28-day compressive strength of 50 to 200 psi. NM 1.05 JOB CONDITIONS M" A. Subsurface Investigations 1. A soil and foundation investigation for the site was performed and is included for NM informational purposes only,as Appendix A of this project manual. The Contractor is encouraged to walk the project to familiarize itself with the conditions. 'f 2. The Contractor shall determine to its own satisfaction the ground water conditions and character and type of soil, decomposed rock, rock and other material to be encountered in the work to be done under this Contract. 111111 B. Existing Utilities 1. The existing utilities shown on the Drawings are from available records and field surveys. The Contractor shall verify all information to its own satisfaction. The Contractor shall test pit existing utilities which impact construction two weeks in MN advance of excavation. 2. Should uncharted piping or other utilities be encountered during excavation, the Contractor shall notify the Engineer and the utility Owner immediately. The Contractor shall cooperate with the Engineer and the utility owners in keeping services and facilities in operation. 3. Utilities designated to remain in place or which serve adjacent structures are to be protected and maintained at all times during construction. Active utility lines .., damaged in the course of construction operations shall be repaired or replaced immediately at no cost to the Owner, the Engineer, or utility owner. +.+ N:446480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-5 Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling el 4. The Contractor shall demolish and completely remove from the site existing underground utilities which are designated to be removed. PART 2 -PRODUCTS 2.01 MATERIALS rii A. Borrow material shall meet the requirements of AASHTO M145 soil groups A-1, A-2-4, A-2-6, or A-3 and shall be furnished from a specific source or sources approved in writing by the Engineer. Group A-3 (Fine Sand) material shall be used only where specified on the Drawings or as required by the Engineer. gri B. Select material shall meet the following requirements and shall be used only where specified on the Drawings or as required by the Engineer, and shall be furnished from a specific source or sources approved in writing by the Engineer: 1. VDOT No. 21A or 21B, Types I or II (Dense Graded Aggregate) C. Porous fill material shall meet the following requirements and shall be used only where specified on the Drawings or as required by the Engineer, and shall be furnished from a specific source or sources approved in writing by the Engineer: NJ 1. VDOT No. 57 Aggregate (AASHTO M43) 2. VDOT No. 68 Aggregate (AASHTO M43) 3. VDOT No. 8 Sand(AASHTO M43) D. Filter Fabric ei 1. Filter fabric shall be a nonwoven fabric consisting of continuous filaments of polyester or polypropylene formed into a stable network by needle punching. The fabric shall be inert to commonly encountered chemicals and hydrocarbons,mildew eti and rot resistant, and insect and rodent resistant. Fabric shall have a mass per unit area of at least 5 ounces per square yard as determined by ASTM D5261. via 2. The fabric shall provide a permeable layer or media,while retaining the soil matrix. It shall be provided in rolls wrapped with protective covering to protect the fabric from mud, dirt, and debris. The fabric shall be "Trevira" as manufactured by ,re Hoechst or"Fibretex" as manufactured by Acme STW, Inc., or approved equal. 3. The fabric shall be used only where specified on the Drawings or as required by the mi Engineer. E. Class B riprap for slope protection and stabilization shall meet the following requirements and shall be used only where specified on the drawings or as required by the Engineer. The g N:'46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-6 Ai Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling stone shall be hard, durable, resistant to weathering, angular in shape, free from ,NN overburden, spoil, shale, slate and organic material, and shall meet the quality and size requirements of Section 204 of the VDOT Standard Specifications. F. Suitable material for backfills may be from the excavation or from other sources. The material shall be free from vegetable matter, organic material, sludge, grit, trash, muck, roots,logs, stumps, frozen material or other deleterious substances. Material shall be clean earth. Rubble and construction debris shall not be used in the work. Rubber,ashes,cinders and other miscellaneous inorganic fill substances removed from required excavations within the project and which in the judgment of the Engineer will decompose, consolidate further, or shrink appreciably within the fill may not be incorporated in the fill. Except as otherwise specified or approved, the material shall not contain rocks or lumps larger than 6 inches in greatest dimension. No rocks or lumps larger than 3 inches in greatest dimension will be permitted within 12 inches of subgrade, or within 12 inches of pipes in all directions, or within 24 inches of any structure during backfill. The material shall not contain mica in quantities which, in the judgment of the Engineer, are sufficient to affect compaction characteristics. Materials having a maximum dry density of less than 105 pounds per cubic foot (AASHTO T99) and materials having a Unified Soil Classification of CH or MH, shall not be used unless specifically approved in writing by the Engineer. INN Prior to placing and compacting suitable material as fill and backfill, the moisture content shall be brought to the specified moisture content by either aerating the material if it is too wet,or spraying the material if it is too dry. The material shall by thoroughly mixed before compaction for uniform distribution of moisture content. Suitable material is any material meeting the quality requirements specified above, for the particular location and application specified,which is not frozen and which has a moisture content at the time it is placed that enables the material to be compacted to the density specified. Excavated onsite soils that are not within an acceptable moisture range for initial backfill and compaction shall not automatically necessitate the need for select backfill. G. Unsuitable material is any material not meeting all the requirements for suitable material. H. Topsoil shall meet the requirements of Paragraph 3.13 TOPSOIL. 1. Salvaged topsoil shall be existing topsoil stripped from the site within the prescribed limits. 2. Furnished topsoil shall be the Contractor's responsibility to obtain from approved off-site sources. mon I. Flowable fill shall consist of a mixture of fly ash, Portland cement, fine aggregate and water, and shall have a compressive strength of 50 to 200 psi. rr N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-7 rr Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling PART 3 - EXECUTION 3.01 SITE PREPARATION A. All rubble,trash,unusable and unsuitable material, pavements, concrete structures,piping, sludge,grit, etc. within areas required to be filled,excavated or graded,except as otherwise specified or shown, shall be fully removed from the site and disposed of by the Contractor, at no additional expense to the Owner. Such material may exist on the site. The Contractor shall obtain and pay for all necessary permits related to this disposal. 3.02 CLEARING AND GRUBBING A. All trees, stumps, roots,brush, grass, etc., shall be fully removed within the areas required to be filled, excavated or graded. Contractor may store removed materials for reinstallation, weather dependant. Stored materials shall be moved to a storage area to allow for proper care and watering. All stored trees,shrubs,bushes,etc. shall have the root ball wrapped in burlap for protection. B. Roots larger than 2" diameter shall be removed to minimum depth of 24 inches. C. All materials resulting from the clearing and grubbing operation, not to be stored for reinstallation, shall be disposed of by the Contractor off the site, at his expense. The Contractor shall obtain and pay for all necessary permits related to this disposal. No burning shall be allowed on this project. D. Trees outside of the immediate area of construction and noted on the contract drawings shall be protected from damage. 3.03 EXCAVATION AND SUBGRADE PREPARATIONai A. Excavation for grading,pavements,walls,piers, slabs, footings, structures,trenches,utility systems and their appurtenances shall be unclassified and shall consist of the excavation of whatever material is encountered to the lines, grades, and sections shown on the Drawings and specified, including such excavation as is necessary for all ditches, curbs and other features. Payment for excavation shall be included in the lump sum price, unit price, or contingent unit price bid in accordance with Section 01130 MEASUREMENT AND +� PAYMENT. B. Suitable material removed from the excavation shall be reused in the grading, filling, .r1 backfilling and preparation of subgrade for pavements, structures,and trenches and at such other places as directed,to the extent required to complete the work. The Contractor shall properly store or stockpile and protect in approved manner, all materials that are to be reused in the work. Prior to placing and compacting the material as fill and backfill, the moisture content shall be brought to the specified moisture content by either aerating the material if it is too wet, or spraying the material if it is too dry. The material shall by thoroughly mixed before compaction for uniform distribution of moisture content. The N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-8 I11� Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling Contractor shall replace, at his own expense, material that was suitable when excavated, ,.. which has subsequently become unsuitable because of careless, neglectful, wasteful or unprotected storage. All unsuitable or excess material removed from the excavation shall be removed from the site and disposed of by the Contractor at no additional expense to the Owner, except where disposal on the site is specifically provided for and approved in writing by the Engineer. C. During construction, the grading operations shall be performed in such a manner that the excavations shall be well drained at all times. Sufficient grading shall be performed during the progress of the work so that no water, at any time, is allowed to flow towards the walls of the structures or trenches. The entire site shall be well drained and free from water pockets. When necessary, sumps shall be provided and pumped continuously. The Contractor shall maintain and keep all ditches open and free from soil and debris while in service or until final acceptance of the work, and all grading shall be done on neat, regular lines. All work shall be done in proper sequence with all other associated operations. Before any slab or surfacing is placed, all utilities to be covered shall be installed and all drainage facilities shall be installed which are required to permit free and uninterrupted Ism flow of the surface and ground water from the site or to pumping sumps. D. Preparation of the surface: Before depositing fill material, the surface of the ground shall be cleared of all refuse, rubble, and other debris. All vegetable matter, mud, muck, sludge and unsuitable soils shall be removed from the surfaces upon which fills are to be placed and the surface shall be leveled. Openings, animal burrows, stump holes, old pipes and ' other holes and depressions shall be eliminated, filled or cleaned as required. E. Where fills are made on hillsides or slopes, the slope of the original ground upon which the fill is to be placed shall be plowed or scarified deeply or where the slope ratio of the original ground or rock surface is steeper than five horizontal to one vertical, the ground or rock shall be stepped or benched. F. The areas shall then be proofrolled with a minimum of 3 passes of a large vibratory roller capable of exerting a dynamic force of at least 10 tons. Proofrolling shall be performed to �. densify the areas and to locate soft areas. Soft areas shall be removed, under direction of the Engineer, and replaced with controlled, compacted fill as hereinafter specified. G. Where, in the opinion of the Engineer, unsuitable subgrade conditions are encountered under pavements, structures,or utilities, a determination will first be made by the Engineer whether the condition is due to the in-situ condition, or is caused by the Contractor's .r. construction methods. H. Unsuitable foundation materials, which in the judgment of the Engineer are due to in-situ conditions, shall be excavated when ordered in writing by the Engineer, to the extent directed by the Engineer. All unsuitable material shall be removed to a firm bottom below subgrade elevations. The excavation below subgrade shall be refilled using suitable *,., material as defined in PART 2 - PRODUCTS, and compacted in accordance with Paragraph 3.11 COMPACTED FILLS AND BACKFILLS. Under these conditions, rr N:'46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-9 r Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling a payment for excavation below subgrade and backfill will be made in accordance with Section 01130 MEASUREMENT AND PAYMENT. ,tii I. Unsuitable foundation conditions or areas disturbed or rendered unstable, which in the judgment of the Engineer are caused by the Contractor's construction methods or equipment, shall be corrected by the Contractor to the satisfaction of the Engineer, at no additional expense to the Owner. These corrections shall include the necessary excavations and backfills. „vi J. Overexcavation: Where excavations for pavements, structures or utilities are made to a depth below the subgrade elevations shown on the Drawings or specified, without authorization, the excess excavation shall be filled, at no additional expense to the Owner to the required level as described above. K. Subgrade for all pavements, structures, and utility excavations, shall be firm, undisturbed earth/rock except where drainage courses or compacted fills are specified or are required in areas where unsuitable material has been removed. L. Whenever a condition is encountered where subgrade is at the bottom of a structure and subgrade is part rock and part soil, the rock shall be removed to a depth of 6 inches below subgrade and replaced with suitable material as directed by the Engineer and as defmed in PART 2 -PRODUCTS, and compacted in accordance with Paragraph 3.11 COMPACTED FILLS AND BACKFILLS. M. Subgrade for trenches shall be as defined in Paragraph 3.08 TRENCH EXCAVATION. Subgrade for structures shall be as defmed in Paragraph 3.12 FILLS AND BACKFILLS FOR STRUCTURES. Subgrade for areas to receive topsoil shall be as defmed in "r Paragraph 3.13 TOPSOIL. 4 3.04 DEWATERING, DRAINAGE AND PUMPING A. The Contractor shall provide, continuously operate and maintain all temporary dewatering, drainage and pumping systems required to satisfactorily perform all work under the Contract. B. Should soil, ground water or local conditions require dewatering systems other than +� ditches, sumps, and pumps, such systems shall be provided, operated and maintained at no additional expense to the Owner. C. The Contractor shall exercise every precaution to prevent flotation of any of the work constructed under this Contract, and the Contractor shall be responsible for all damage due to flotation. D. Such grading shall be done as necessary to prevent surface water from flowing into trenches or other utility excavations, and any water accumulating therein shall be .� continuously removed and properly filtered to remove sediment. N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-10 a Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling it NWR E. Methods of dewatering excavations shall be at the Contractor's discretion. Continuous investigations and checks shall be made by the Contractor to assure that the dewatering system employed is functioning properly, not causing damage or settlement to adjacent surfaces or structures. Temporary pipes or flumes shall be used to carry surface water across open and/or unstabilized construction areas. The system shall be modified as required and repairs for damage caused by the system shall be the responsibility of the Contractor. 3.05 TEMPORARY EXCAVATION SUPPORT SYSTEM r A. The Contractor shall temporarily support the sides and ends of all excavations, where necessary or where directed by the Engineer, with braces, sheeting, shoring, stringers or other methods of the type, size and quality required. The Contractor will not necessarily be permitted to use any particular type of excavation support system it selects. The Contractor shall be entirely responsible for the design and adequacy of the excavation support system. rWN B. The temporary excavation support systems shall be removed as backfilling proceeds, in a manner so as not to damage any structures, roadbed, fill or private property. If, in the `" judgment of the Engineer, removal of temporary excavation support systems will jeopardize any of the work performed under this Contract, or any existing facilities, the Engineer may direct the Contractor to leave all or part of the temporary excavation support systems in place. C. There will be no extra compensation to the Contractor for use of the required temporary excavation support systems. D. Pile driving hammers or vibratory hammers shall only be used to drive or extract temporary excavation support systems when approved in writing by the Engineer. However, the Contractor shall be responsible for any damage caused by its operations involving vibrations. WNW 3.06 RESPONSIBILITY FOR CONDITION OF EXCAVATIONS A. The Contractor shall be entirely responsible for the condition of all excavations made by him, for the entire period of the Contract. All slides, caves or other unacceptable conditions shall be promptly corrected whenever they occur, without extra compensation. rw B. The neglect, failure or refusal of the Engineer to order or approve any excavation support system shall not in any way or to any extent relieve the Contractor of any responsibility ..� concerning the conditions of excavations or of any of its obligations under the Contract; nor shall any delay whether caused by an action or want of action on the part of the Contractor or by any action or want of action of the Owner or its agents or employees, or the Engineer, resulting in the keeping of an excavation open longer than would otherwise have been necessary, relieve the Contractor from the necessity of properly and adequately O+ N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-11 Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling II protecting the excavation from caving or slipping,nor from any of its obligations under the Contract relating to injury of persons or property nor entitle it to any claim for extra compensation. 3.07 PROTECTION OF PROPERTY, STRUCTURES AND UTILITIES A. The Contractor shall, at its own risk and at no additional expense to the Owner, maintain, support-in-place, and protect all pipes, poles, cables, utilities, walls, buildings, and other structures or property in the vicinity of the work, whether above or below ground, or that may appear in the excavation. The Contractor shall at all times have available on site 1 sufficient quantity of timber, planks, beams, chains, ropes, etc., and shall use them as mi necessary for supporting any structures and utilities that are uncovered, undermined, endangered, threatened or weakened. The Contractor shall be responsible for all damage, shall take all risks, and shall assume all expense for injury or damage, to any person or property of every kind and description, caused directly or indirectly by the Contractor's work, whether such structures or utilities are or are not shown on the Drawings. B. In the event that the Contractor damages any existing utility lines report thereof shall be made immediately to the Engineer. If it is determined that repairs are to be made by the Contractor, such repairs will be ordered under the appropriate clause of the Standard Specifications. 3.08 TRENCH EXCAVATION A. Subgrade for trenches shall be the bottom of granular bedding, as shown on the Drawings or the Standard Details. B. Trenches shall be excavated to the necessary widths and depths as may be shown on the Drawings. The maximum clearance between each face of trench and external surface of barrel of pipe or hubs, however, shall not be greater than indicated in the Standard Details or on the Drawings. This maximum width is intended to minimize disruption of existing grades and conditions. All excavation will be unclassified and shall be included in the lump sum or unit price bid for the appropriate bid item. No separate or additional payments d will be made for excavation except for removal of unsuitable materials below the subgrade. C. The sides of the trenches from trench subgrade to an elevation 12 inches above the crown of the pipe shall be practically plumb and under no circumstances will they be permitted to be sloped. D. No trench length greater than 60 feet at any location shall be left open in advance of the complete pipe placed therein. The Engineer shall be empowered, at any time, to require the backfilling of open trenches over completed pipelines or structures if, in his judgment, such action is necessary. The Contractor shall have no claim for extra compensation even though to accomplish this backfilling it is compelled temporarily to stop excavation or other work at any place. If work is stopped on any trench for any reasons except by order wl of the Engineer, and the excavation is left open for an unreasonable length of time in N:\46480-011\Engineering\Specs100%Sub\02200.docx August 2015 02200-12 Ila Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling advance of construction, the Contractor shall, if so directed, backfill such trench at no additional expense to the Owner, and shall not again open this trench until it is ready to complete the construction therein. If the Contractor shall refuse or fail to backfill such trench completely within 48 hours after said notice, the Engineer shall be authorized to have the work done and the Owner shall charge the expense thereof to the Contractor and retain the same out of any moneys due or to become due it under the Contract. WIN E. Length of open trench shall be limited to only that length sufficient to advance the trench box or sheeting ahead of the pipe construction operation and to provide a minimum safe working distance between the backfilling operation and the pipe construction operation. No trenches are to be left open at night or weekends. Trenches shall be backfilled or plated in such a manner as to not impede pedestrians or vehicles. 3.09 TRENCH BACKFILL A. The Contractor shall undercut below trench subgrade,where in the opinion of the Engineer, soft or unstable material is encountered. Remove the unsuitable material to a firm bottom, and replace up to trench subgrade using suitable material compacted as a controlled fill, as described elsewhere, or remove the unsuitable material to the extent directed by the Engineer and replace up to trench subgrade using compacted porous fill No. 68 aggregate. A nonwoven geotextile shall be placed directly onto the soft material prior to placing the No. 68 aggregate, in order to prevent movement of the soft material into the No. 68 aggregate. The geotextile shall wrap around the No. 68 aggregate and overlap for the full trench width.Normal bedding and pipe shall be placed directly onto the refill or geotextile. B. During backfilling, great care shall be taken not to disturb the pipes by dropping or throwing anything on them from the bank above, or by walking on top or alongside of them. ""' C. Trench backfill material shall meet the requirements of PART 2 - PRODUCTS. D. Pipe bedding depth shall be from trench subgrade, from a point below the underside of the pipe barrel, to a point above the underside of the pipe barrel. Distances from trench subgrade to underside of pipe barrel varies with pipe size and shall correspond with details on the contract drawings. Distance of bedding above pipe barrel varies with pipe size and shall correspond with details on the contract drawings. Pipe bedding material shall be No. 68 stone or sand bedding, as defined in PART 2 - PRODUCTS, and as indicated on the Drawings,and shall be thoroughly compacted by hand operated mechanical tampers before �.�. laying the pipe to provide a uniform and continuous bearing and support for the pipe. Bell holes shall be excavated in the bottoms wherever necessary to permit the proper making of joints. E. Initial backfill, from the top of the pipe bedding to two feet above the crown of the pipe, shall be placed in 6-inch layers and compacted by approved hand-operated mechanical .,. tampers or approved compaction equipment. Initial backfill may include suitable material N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-13 Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling originating on the job as defined in PART 2-PRODUCTS. Compaction requirements shall be the same as for bedding. F. Final backfill, from two feet above the crown of the pipe to finish subgrade, shall be placed in 6 inch layers and compacted in accordance with Paragraph 3.11 COMPACTED FILLS AND BACKFILLS, using full trench compaction. Final backfill may include suitable material originating on the job as defined in PART 2 -PRODUCTS. 3.10 CHANGE OF TRENCH LOCATION A. In case the Engineer shall direct that the location of a trench be changed from that shown on the Drawings on account of the presence of an obstruction or from other cause, or if changed location shall be authorized upon the Contractor's request,the Contractor shall not be entitled to extra compensation or to a claim for damage provided that the change is made before the excavation is begun. If however,the change in trench location is directed by the Engineer after the excavation has begun but before the trench has been excavated to its ultimate depth,the abandoned portion of the excavation shall be measured and paid at the appropriate stipulated price in the Proposal for the depth actually excavated. If the abandonment is ordered after the trench has been excavated to its ultimate depth,payment will be made, as stated above, to a depth called for on the Drawings or as directed by the Engineer. In both instances, the payment width shall be as indicated on the Drawings or in the Standard Details for the size pipe to be installed. B. If an obstruction occurs within the trench in such manner that the trench has to be excavated to extra width in order that sheeting or bracing may be properly placed, or in order that the structure to be placed in the trench may be properly built, such extra width of trench shall be measured and paid for under the appropriate item in the Bid Form. No sloping of sides of excavations, for the purposes of avoiding the necessity of placing sheeting or bracing, either in the presence or absence of obstruction, will be paid for. 3.11 COMPACTED FILLS AND BACKFILLS A. Prior to placing any fill or backfill,notice shall be given the Engineer so that the work may be inspected, and filling or backfilling shall not proceed without his approval. B. Placing, spreading and compacting suitable material for fills and backfills: 1. Fill and backfill material shall be placed in approximately horizontal layers which, before compaction, shall not exceed 8 inches in thickness. Fill and backfill material rri within 5 feet of structures shall be placed in approximately horizontal layers which, before compaction, shall not exceed 6 inches in thickness. Each layer shall be spread uniformly and evenly. All rocks shall be distributed throughout the earth materials and all voids shall be carefully filled and the material properly compacted by rolling, tamping, vibratory compactors, or other methods specified herein and approved by the Engineer. Compaction by heavy rollers or other heavy equipment is prohibited within 5 feet of any structure. N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-14 vm Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling NWN 2. Fill/backfill Within State and/or County Road Right of Way and Improved Areas: Moisture content of the fill material shall be within 3%above or below the optimum moisture content for the material while placing and during compaction. After each NM layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than 95% of maximum dry density for cohesionless soils and not less than 92% of maximum dry density for cohesive soils. Unless otherwise noted, fills and backfills within 12 inches of slab or pavement subgrade shall be compacted to not less than 95% of maximum dry density. Cohesionless soils are defined as granular soils containing less than 15% by weight passing the No. 200 sieve. Optimum moisture content and maximum dry density shall be determined by AASHTO T99. Weaving or creeping of the soil beneath the roller shall be sufficient evidence that the moisture content of the fill or subsoils is excessive, and that required compaction has not been achieved. NM 3. The fill or backfill shall be constructed in such a manner that the surface will be sloped to drain at all times and shall be sealed by rolling at the completion of each `r day or prior to rain. No fill or backfill shall be placed, spread or rolled while it is frozen or thawing or be placed upon frozen or thawing ground or during unfavorable weather conditions. Any compacted layer which has been previously 111110 frozen shall be reworked or removed before the next layer is placed. Materials containing free water or having a moisture content higher than specified shall not be deposited upon the fill or backfill until after they have been dried to the specified NIal moisture content. 3.12 FILLS AND BACKFILLS FOR STRUCTURES WO A. Subgrade for structures shall be 6 inches below the underside of the slab, unless otherwise noted. NM B. Bedding for structures shall be 6 inches of porous fill No. 57 Aggregate, as defined in PART 2 - PRODUCTS, unless otherwise noted. ..v C. After completing the construction of structure foundations, footings, walls, etc., below finished grade, all forms shall be removed and the excavation cleaned of all trash and .. debris. The excavation shall not be used for the disposal of refuse. Any refuse or other foreign materials shall be removed before backfilling. Prior to placing any backfill, notice shall be given the Engineer so that the work may be inspected, and backfilling shall not . proceed without its approval. No backfill shall be placed against any structure until 7 days after the concrete forms have been removed. WNW D. The fill or backfill may include suitable material originating on the job, as defined in PART 2 - PRODUCTS, unless otherwise noted. Compaction shall be in accordance with Paragraph 3.11 COMPACTED FILLS AND BACKFILLS. INNIS ..e N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-15 Michie Tavern Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling gal 3.13 PLACEMENT OF FLOWABLE FILL A. Flowable fill shall be placed at locations as directed by the Engineer or ACSA inspector if required. rii B. Materials for this item shall be central mixed,truck mixed, or as approved by the Engineer. Flowable fill shall be transported to the project in ready-mix trucks or as approved by the Engineer. The elapsed time between introduction of water and placement of the fill shall not exceed three hours. C. The temperature of the flowable fill shall be a minimum of 40 degrees Fahrenheit at time of placement. Flowable fill shall not be placed against frozen surfaces and shall be protected from freezing for at least 24 hours using insulation. Prior to placement, the Contractor shall provide positive containment of the flowable fill material to prevent flow beyond the desired placement location. D. Flowable fill shall be discharged at a rate that will allow the material to flow into the placement location,fill all voids and not dislodge the existing containment or interior items. iris Any interior items shall be capable of withstanding lateral hydraulic pressures of the flowable fill. Lift thickness shall not exceed five feet in depth. Prior to placement of successive lifts or other loadings, fill shall be allowed to cure until it is self-supporting. rri E. Compliance with compressive strength requirements shall be tested in accordance with the following AASHTO test methods: T 22 Compressive Strength of Cylindrical Concrete Specimens T 23 Making and Curing Concrete Test Specimens in the Field ei 3.14 TOPSOIL A. Upon completion of grading,all debris shall be cleaned up and removed from the premises. B. Subgrade shall be the surface upon which the topsoil is placed, defined as follows: For all non-paved disturbed areas of the site,place a 4-inch depth of topsoil on areas to be seeded, and place a 2-inch depth of topsoil on areas to be sodded, as noted on the Drawings, or specified. C. Fine grading and placement of salvaged or furnished topsoil shall conform to Virginia Department of Transportation"Road and Bridges Specifications". rei 3.15 SEEDING AND MULCHING A. All non-paved disturbed areas shall be seeded and mulched, unless otherwise noted on the Drawings or specified. Seeding and mulching shall conform to Virginia Department of 11111 Transportation "Road and Bridges Specifications" and to the Virginia Erosion and Sediment Control Handbook. eti END OF SECTION N:\46480-011\Engineering\Specs\100%Sub\02200.docx August 2015 02200-16 Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority SECTION 02223 VIBRATION CONTROL �. PART 1 - GENERAL 1.01 DESCRIPTION w. A. This work shall consist of the Contractor employing the services of a Vibration Control Consultant for use in monitoring rock excavation using explosives,or using mechanical ..r or chemical methods, pile driving, excavation support system installation, and all other construction activities involving vibrations. Work under this item includes performing a pre- and post-construction survey, and monitoring and recording the vibrations due .,., to construction operations. A detailed description of the means, methods, equipment and materials used, and methods for controlling vibration by limiting ground motion and airblast shall be submitted to the Engineer. B. The Contractor shall be responsible for reading the geotechnical data, located in the Appendix of these Specifications, and shall become familiar with the site and the subsurface conditions, as required in Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING. Ignorance of conditions will not be accepted as a basis of claim for additional compensation. The Owner and Engineer do not warrant or guarantee that the conditions actually encountered in the execution of the work under this contract will be the same as the conditions indicated in the geotechnical data. C. Vibration control requirements specified in this Section will be incidental to the Proposal, except as described in Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING. D. For any blasting to occur, approval must be received from the ACSA and the County of Albemarle. 1.02 RELATED WORK INCLUDED ELSEWHERE Section 01130 MEASUREMENT AND PAYMENT Section 01300 SUBMITTALS Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING 1.03 SUBMITTALS Submittals to the Engineer, and compliance by the Contractor with provisions for protection of life and property, shall not relieve the Contractor of the responsibility or liability for the safety of persons and property. The Contractor's submittals to the Engineer shall not constitute nor shall they be construed to be a guarantee by the Engineer that the desired results will be achieved. Submittals to the Engineer shall not relieve the Contractor N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-1 rill Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority tri from the responsibility of complying with the requirements of these specifications. The Contractor shall submit the following in accordance with the Proposal: A. Contractor Submittals A Conceptual Construction Plan shall be submitted describing the proposed general el concept for construction activities and the Contractor's proposed efforts regarding the safety of structures and utilities. al B. Vibration Control Consultant Submittals 1. Vibration Control Consultant Documentation in The Contractor shall employ the services of an independent consultant, specializing A in the field of monitoring vibrations as a result of construction activities, and their effects on structures and utilities. The Vibration Control Consultant shall submit to the Engineer for approval, documentation of at least five(5)years of experience, evidence of the satisfactory completion of at least five (5) monitoring programs or operations comparable in scope to this work, and three (3) examples of pre- and post-construction survey reports. umi 2. Pre- and Post-Construction Plan and Surveys A Survey Plan shall be submitted by the approved Vibration Control Consultant, describing the locations of proposed pre- and post-construction surveys to be performed at each potentially affected property, structure, or utility, and shall provide for two (2) additional locations, as may be specified by the Engineer. The surveys shall be conducted and documented as described herein, and in accordance with the requirements of regulatory authority, and shall be considered as those on record. The pre-construction survey shall be performed in the presence of the respective owner of each structure or utility, or his duly authorized representative. The Engineer may accompany the Consultant during the survey. The existing structures and utilities shown on the Drawings are for the Contractor's information only. The Contractor shall verify the existence and exact location of all structures and utilities in the vicinity of work involving vibrations, which the Consultant deems necessary. The Contractor's attention is directed to the existing interceptor sewer. The integrity of the existing interceptor sewer must be maintained throughout construction activities. mg Pre-construction surveys shall be performed by the Consultant to determine the condition of any property or structure, and to document any pre-existing defects, ad cracks, or irregularities. The contents of structures shall also be identified and their condition documented. Each property or structure surveyed shall have a separate bound survey report and shall include identification of the property or structure, owner,date and time of survey,and shall accurately relate all photographs,tape {or N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-2 Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority digital) records, measurements and sketches to the body of the report. A V. commercial photographer, approved by the Engineer, shall provide color eight-inch by ten-inch(8"x 10")photographs. Three (3)copies of each survey report shall be furnished to the Engineer 30 days prior to any construction operations. The r. Contractor, the Vibration Control Consultant and the photographer shall furnish a notarized statement, to the Engineer, certifying the date(s) of the pre-construction survey. This certification shall include a statement that the pre-construction survey ••• was made in the presence of and to the satisfaction of each respective structure or utility owner. Should the property or structure owner disagree with any item of the report, provisions shall be made so that such a disagreement is documented and distributed to all parties involved. Post-construction surveys shall be performed by the Consultant upon completion 111111 of all operations involving vibrations, at the same locations as the pre-construction surveys. The Consultant shall re-examine the condition of structures,and document all defects, cracks or irregularities noted in the pre-construction survey. ,�. Additionally, any defects, cracks or irregularities not noted in the pre-construction survey shall be documented. Each property or structure surveyed shall have a separate bound survey report, independent of the pre-construction survey report. Each report shall include identification of the property or structure, owner,date and time of survey, shall accurately relate all photographs and tape records to the body of the report, and shall include documentation and photographs of any damage and a comparison to the pre-construction survey. Three (3) copies of each post-construction survey report shall be furnished to the Engineer. 3. Vibration Monitoring Instrument Specifications The Vibration Control Consultant shall submit to the Engineer for approval, manufacturer's specifications describing instrument characteristics of all ground motion monitoring instruments to be used. r... 4. Vibration Monitoring Plan The Vibration Control Consultant shall submit a Vibration Monitoring Plan, describing the locations of each instrument and methods of monitoring. In addition to the location(s) described on the Vibration Monitoring Plan, the Consultant shall include provisions for up to two (2) additional instruments located at monitoring sites as specified by the Engineer. 5. Vibration Monitoring Records 111110 The Vibration Control Consultant shall submit to the Engineer daily monitoring records as described herein. rr N:\46480-01 I\Engineering\Specs\100%Sub\02223.docx August 2015 02223-3 war Yt Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority al 6. Certification of Calibration The Vibration Control Consultant shall submit to the Engineer for approval a current certification of calibration, traceable to the National Bureau of Standards, for all seismic instruments, indicating dynamic shake-table calibration by a competent vibration testing facility. mil C. Blasting Contractor Submittals 1. Blasting Contractor Documentation Blasting Contractor Documentation shall be submitted to the Engineer for approval rri documenting that the Blasting Contractor has at least five (5) years of experience and evidence of the satisfactory completion of at least five(5) blasting programs or operations comparable in scope to this work. The Blasting Contractor shall submit documentation of licensing required by County, State, Federal or other regulatory authorities having jurisdiction. The Blasting Contractor shall apply for and obtain all required blasting permits, and shall submit documentation to the Engineer. ali 2. Blasting Schedule A Blasting Schedule shall be developed by the Blasting Contractor detailing the date, time and location of proposed blasts. The Blasting Schedule shall be published in a local newspaper and submitted to the Engineer for information and record purposes at least ten days, but not more than 20 days, before the start of the blasting program. Should a change occur to the schedule, it shall be re-published and re-distributed. The Blasting Contractor shall also provide a Blasting Schedule arti to any public utilities, private residence, or others possibly affected. Blasting operations shall be restricted to between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday. Any variation to this restriction must be approved in writing by the Engineer. t 3. Conceptual Blasting Plan A Conceptual Blasting Plan shall be submitted by the Blasting Contractor to the Engineer for information and record purposes, and shall include the following: wil a. A complete summary of proposed transportation, handling, storage, and use of explosives, and shall include the names of personnel who will supervise ad blasting operations,written evidence of past experience and competency, and a minimum of three (3)references for each such person. b. The proposed general concept for the blasting, including individual blasthole and delay patterns and loading diagrams to cover each type of shot anticipated, controlled blasting techniques, and controls of noise,dust,fly rock,airblast, and vibrations. el N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 111 02223-4 Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority c. Data necessary to support the adequacy of the Blasting Contractor's proposed efforts regarding the safety of structures and slopes and to assure that an adequate foundation is obtained. d. Information on test blasts planned by the Blasting Contractor. ••• e. Individual shot plans shall be submitted on a day-to-day basis for information and record purposes. Individual shot plans shall include drilling patterns; number, spacing, location, inclination, diameter, and depth of drilled holes; amount, type, diameter, and distribution of explosive per hole; pounds of explosives per lineal foot for controlled perimeter holes; powder factor; delay patterns,type of initiators,time of each delay, and pounds of explosive for each delay; time of blast; and total pounds of explosives in place at any one time within the area to be excavated under this Contract. D. Other Data The Contractor shall also submit any other data which the Engineer may deem pertinent to the Owner or Engineer's determination of the Contractor's intent and purpose to produce smooth and sound rock surfaces at the lines of excavation, and to protect the safety of persons and adjacent structures. 1.04 PRE-CONSTRUCTION MEETING The Engineer will review the required submittals for conformance with the Contract 111011 Drawings and Specifications. Within 30 days after receipt of the submittals, the Engineer will notify the Contractor of any additional information required and/or changes necessary to meet the contract requirements. Any parts of the submittals that are unacceptable will be rejected and the Contractor shall resubmit changes for re-evaluation. All procedural approvals given by the Engineer shall be subject to trial in the field and shall not relieve the Contractor of the responsibility to satisfactorily complete the work in this specification. Prior to construction, the Contractor shall arrange a pre-construction meeting with the Engineer to discuss rock excavation procedures for this project. " PART 2 - PRODUCTS 2.01 EXPLOSIVES A. Pre-packaged explosives only shall be used in blasting. Free flowing ANFO (ammonium nitrate and fuel oil) shall not be permitted. B. No electrical-type blasting system shall be used within 500 feet of energized electrical lines or equipment. N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-5 irr Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority rr1 2.02 BACKFILL Materials furnished as suitable material for backfill in place of excavated rock shall be as specified in Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING. PART 3 -EXECUTION 3.01 VIBRATION MONITORING A. Where construction activity involving vibration is performed, vibration monitoring wi shall be required. The Contractor shall employ a Vibration Control Consultant to monitor and analyze results from seismographic recordings and to provide advice in order to eliminate the occurrence of damage due to construction operations. Initial tests ri of construction activity shall be monitored under the supervision of the vibration consultant who will determine the maximum vibration limitations and maintain the vibration effects at or below the limitation levels at existing structures or utilities. B. After completion of the tests,the Vibration Control Consultant shall monitor and record ground motion caused by all subsequent vibration, and provide the Engineer with daily monitoring records. Should data indicate that limiting levels have been exceeded; the Contractor shall take necessary measures to reduce vibrations to acceptable levels. Should conditions warrant, the Engineer reserves the right, at any time, to require the Contractor to submit a revised Plan to reduce the vibrations. Nothing presented in these specifications shall in any way relieve the Contractor of any responsibility for any and all damage to existing structures,utilities,or the work. Any damage incurred as a result of the Contractor's construction operations shall be repaired by the Contractor at his sole cost to the complete satisfaction of the property owner and Engineer. 4 C. The Vibration Control Consultant's monitoring instruments shall be located immediately adjacent to the nearest structure(s) and at other locations as designated on the approved Monitoring Plan. The record shall consist of the seismographic records identified by instrument number, location of each instrument, date, time and location of vibration origin, and all other data necessary to control the operations. These • records, as a formal report, shall be submitted to the Engineer on a weekly basis and provided in tabulated form at all other times. 3.02 GROUND MOTION MONITORING A. The seismographs shall be capable of providing a permanent record of the three components of ground motion in terms of"particle velocity",with velocity transducers having a flat response over a range of at least 6 to 200 Hertz, and in addition shall be capable of internal dynamic calibration. B. Peak Particle Velocity shall be the measure of the level of ground vibration and is N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-6 Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority defined as the maximum of any one of the three mutually perpendicular components of motion. Vibrations shall be limited such that the maximum peak particle velocity as measured shall not exceed the recommendation of the Vibration Control Consultant, as approved by the Engineer, and shall be related to Paragraph 3.09 U.S. BUREAU OF -� MINES CRITERIA. 3.03 AIRBLAST MONITORING A. The airblast monitoring instrument shall be capable of recording full waveform time histories and in addition shall be capable of internal dynamic calibration. B. A constant recording instrument shall be used and shall be located at the nearest structure to the blast, preferably adjacent to the seismograph. All instruments used for airblast monitoring shall be equipped with windscreens over the microphones, which shall be placed in an area not masked by trees or buildings, at least 5 feet to the side of any structure, and 3 to 5 feet above the ground. C. Airblast, as recorded at the closest structure, shall be limited to a maximum value of 110 dB peak when measured by an instrument having a flat response over a range of at least 6 to 200 Hertz. The Engineer may authorize an airblast value of 130 dB where, in the Engineer's judgement, maintaining 110 dB is not practical. 3.04 ROCK EXCAVATION A. All material excavated shall be unclassified and is included in the Bid Proposal. Where encountered, the Contractor shall excavate rock (as defined below), to the lines and IMMO grades indicated on the Drawings or as directed by the Engineer, and shall dispose of the excess and unsuitable excavated material and furnish suitable material for backfill in place of the excavated rock, as described in Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING. B. The word"rock"wherever used as the name of an excavated material or material to be excavated, shall mean only boulders and pieces of concrete or masonry exceeding '/z cubic yards in volume, solid ledge rock, or bedrock which, in the opinion of the Engineer, requires for its removal, drilling and blasting, wedging, sledging, barring, or " breaking up with a power-operated tool. No soft, weathered, decomposed or disintegrated rock which can be removed with a hand pick or power-operated excavator or shovel, no loose, shaken, or previously blasted rock or broken stone and no rock beyond the maximum limits of excavation, which may fall into the excavation, will be considered as "rock". C. Rock excavation methods employing the use of explosives, or employing mechanical or chemical methods other than the use of explosives, shall be submitted to the Engineer for approval. Regardless of the methods for rock excavation, the Contractor shall conform to the requirements for vibration control. The Contractor is responsible for SUN N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-7 rrl Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority rll operating in a safe manner, for producing smooth and sound rock surfaces at the lines of excavation; and for controlling damage and vibration. 3.05 EXCESS ROCK EXCAVATION A. Rock, below normal subgrade, which is shattered due to drilling and blasting, shall be removed. Any and all excess rock excavation, whether resulting from over-breakage or other causes,which is below the normal elevation of subgrade shall be backfilled in pipe trenches and under pavements as for "Overexcavation" as described in Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING, and shall be backfilled for structures using concrete, at the Contractor's expense. ■i B. If rock is excavated within a pipe trench beyond the limits of payment,the excess rock excavation,whether resulting from over-breakage or other causes shall be backfilled in accordance with Section 02200. 3.06 DISPOSAL OF EXCAVATED ROCK A. The Contractor shall stockpile sufficient quantities of the excavated rock material for use in controlled fills and backfills, or for use as riprap, as described in Section 02200 id EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING. B. Excavated rock material shall not be used in backfilling trenches, except as described in Section 02200. C. All excess or unsuitable excavated rock material shall be disposed of by the Contractor as described in Section 02200 at no additional expense to the Owner. 3.07 EXPLOSIVES The Contractor shall keep explosives on the site only in such quantity as may be needed for the work under way and only during such time as they are being used. No on-site overnight storage of explosives shall be permitted. The Engineer shall be notified in advance of daily storage and use of explosives. Explosives shall be stored in a secure manner and away from all tools. Caps of detonators shall be safely stored at least 100 feet from the explosives when not secured in approved containers on approved vehicles during daily blasting operations. Upon completion of daily construction, all explosives and appurtenances remaining on site shall be promptly removed from the premises. In addition ei to observing all County ordinances and State and Federal laws relating to the transportation, storage,handling and use of explosives,the Contractor shall conform to any further regulations which the Engineer may deem necessary. Should any of the above mentioned laws, ordinances, or regulations require a licensed blaster to perform or supervise the work, said blaster shall, at all times, have his license on-site and shall permit examination thereof by the Engineer or other regulatory authorities having jurisdiction. N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-8 MOW Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority 3.08 BLASTING CONTROL e.. A. The Engineer reserves the right to observe the drilling and loading of shot holes for test blasting and any excavation blasting to ensure that they are in accordance with the .. submitted plans. The Contractor shall inform the Engineer with ample notice before the start of these operations. •. B. The Contractor shall at all times be responsible for any damage caused by vibrations or fly rock due to blasting or any of his other operations. .., C. All blasts shall be designed to prevent flyrock. It shall be the Contractor's responsibility to ensure that no hazards exist to people or structures in the area. Blasting mats shall be used at all times. .. D. Blasting shall be performed only with such quantities and strengths of explosives and in such manner as will break the rock approximately to the lines and grades shown NMleaving the rock not to be excavated in an unshattered condition. Controlled blasting techniques shall be used for all perimeter surfaces when blasting to final grades or lines. Controlled blasting is excavation of rock in which the various elements of the blast ®, (hole size, depth, spacing, burden, charge size, explosive charge weight per delay, distribution, delay sequence) are carefully balanced and controlled to provide a distribution of charge that will excavate the rock to the required contours to minimize overbreak and fracturing of the rock beyond the contour line. Smooth wall blasting, pre-splitting, cushion blasting and line drill are examples of operations included in the term "controlled blasting". Where the nature of the rock is such that excessive overbreak beyond these limits may occur,the Engineer may require that no blasting be done and that mechanical means be used for rock excavation. E. All necessary precautions shall be taken to preserve the material below and beyond the . established lines of all excavation in the soundest possible condition. The Contractor is responsible for taking proper account of the geology and formation competency to prevent damage to foundation or perimeter rock,or structures resulting from permanent blast-induced rock movements or blast-induced gas pressures. The Engineer will inspect an excavation following the blast and cleanup to determine acceptability. `" The Engineer may require a change in the controlled blasting technique,perimeter hole spacing, and/or loading density if unsatisfactory results are obtained. """ F. Where concrete is to be placed directly upon or against rock surfaces, the excavation shall be sufficient at all points to provide for minimum dimensions of concrete shown on the Drawings, and the required minimum dimensions of concrete shall be exceeded "' as little as possible. G. The Contractor shall only employ competent personnel qualified by training and "" experience to blast, particularly in potentially high damage areas near any above and MO N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-9 Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority below ground structures, underground vaults, manholes, roadways and utilities. The Contractor shall maintain close supervision of the blasting personnel and ensure that the blasting operations comply with all Federal, State, and County authority blasting regulations,explosive manufacturer's instructions and the requirements of the vibration limitations. H. Blasting shall not be performed closer than 10 feet to existing water, gas, sewer or conduit utilities unless such facilities have been completely exposed, definitely located, and then backfilled prior to the blast. In any case,blasting shall be no closer than 2 feet from defmitely located existing utilities, 10-inch or smaller diameter and no closer than 5 feet from utilities larger than 10-inch diameter. art► eii mai rite voi .ii N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-10 Michie Tavern Water Main Replacement Project Vibration Control Albemarle County Service Authority 3.09 U.S. BUREAU OF MINES CRITERIA 4.0 U.S. Bureau of Mines Criteria from Report RI-8507 (November, 1980): 10.0 _ . . y • . . . . . U 01 to 2 in/sec •a H 0.008 in H 0 1.0 _ 0.75 in/sec, drywall 0.50 in/sec, / plaster / H F 0.030 " 1 . t t t t 111t i i t t t t t t 1 10 100 MIN FREQUENCY, Hz END OF SECTION MOS MON UMW N:\46480-011\Engineering\Specs\100%Sub\02223.docx August 2015 02223-11 eiirrr rti ■i [THIS PAGE INTENTIONALLY LEFT BLANK] 5 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority SECTION 02325 .� HORIZONTAL DIRECTIONAL DRILLING PART 1 - GENERAL MIN 1.01 DESCRIPTION Y.. A. The work in this section consists of furnishing and installing underground utilities using a Horizontal Directional Drilling (HDD) method of installation, also commonly referred to as directional boring. The work shall include all services, equipment, materials and labor for the complete and proper installation and testing of the underground utilities, and connection to the existing or proposed system. IMOB. This section refers to the installation of the water transmission main under Scottsville Road (Sta. 10+48 to 15+29) by means of directional drilling as specified on the Drawings and herein. C. In the event of an unsuccessful installation the Owner reserves the right to provide an alternative alignment. The installation of a pipe on an alternate alignment due to an unsuccessful installation will be considered equivalent to the alignment shown on the Drawings and paid for at the unit bid price. No payment will be made for unsuccessful attempts. The Contractor shall reimburse the Owner for additional design and inspection costs associated with an alternate alignment. 1.02 RELATED WORK SPECIFIED ELSEWHERE Section 01130 MEASUREMENT AND PAYMENT Section 01300 SUBMITTALS Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING Section 02665 HIGH DESITY POLYETHYLENE (HDPE) PIPE Appendix A GEOTECHNICAL INVESTIGATION 1.03 SUBSURFACE CONDITIONS The Contractor shall be responsible for reading the geotechnical data located in the Appendix, and for reading the requirements of Section 02200. The Contractor shall become familiar with the site and consider the subsurface conditions when selecting drilling equipment and determining installation techniques to be utilized. Ignorance of conditions will not be accepted as a basis of claim for additional compensation. The Owner and Engineer do not warrant or guarantee that the conditions actually encountered in the execution of the work under this contract will be the same as the conditions indicated in the geotechnical data. �- 1.04 SITE PREPARATION N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 rr 02325-1 41111L. Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority oil A. Once the locate service has field marked all utilities, the Contractor shall verify each utility (including any service laterals, i.e. water, sewer, cable, gas, electric, phone, etc.) in close vicinity of the work. Verification may be performed by hand dug test pits or vacuum excavation. Prior to initiating drilling, the Contractor shall record on the drawings both the horizontal and vertical location of the utilities off of a predetermined baseline. B. Work site shall be graded and filled to provide a level working area. No alterations beyond what is required for operations are to be made. Contractor shall confine all activities to designated work areas. 3 C. Following drilling operations, the Contractor will demobilize equipment and restore the worksite to original condition. All excavations shall be backfilled and compacted as specified in Section 02200. 1.05 SUBMITTALS The HDD Contractor shall submit the following to the Engineer, for information review and record purposes, in accordance with Section 01300. mai A. HDD Contractor Qualifications The HDD Contractor and the site superintendent/foreman shall have successfully completed a minimum of three (3) directionally drilled pipe installations of at least 500 feet in length using 16-inch ID pipe or greater in the past 5 years. The HDD Contractor shall submit to the Engineer brief descriptions of projects, including the project owner and contact information, and the resume of the site superintendent\foreman. B. Work Plan 1. Prior to beginning the work, the Contractor shall submit to the Engineer a work plan detailing the procedure and schedule to be used to execute the project. The Contractor shall not mobilize drilling equipment to the site prior to submitting an acceptable work plan including the following elements: a. List of critical equipment b. List of personnel and their qualifications and experience c. List of sub-contractors d. Schedule of work activity e. Safety Plan f. Traffic Control g. Environmental Protection Plan h. Frac-Out and Surface Spill Contingency Plan. i. Method and disposal location for spoils and excess drilling fluids "'i N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 02325-2 1111 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority .. 2. Specific schedules for each directional drill location shall be submitted. ON 3. The Contractor's Environmental Protection Plan shall include the placement of double silt fence between all drilling operations and any drainage, wetland, waterway or other area designated for such protection by the contract documents, state, federal or local regulations. The Contractor shall place hay bales, or approved protection, to limit intrusion beyond the project area. Additional ..11 environmental protection necessary to contain any hydraulic or drilling fluid spills shall be put in place, including berms, liners, turbidity curtains and other measures. 1111 4. The Frac-Out and Surface Spill Contingency Plan shall address the procedures which will be followed in the event of frac-out or surface spill occurrence. The MIcontingency plan shall address 1) upland areas and 2) stream, stream bank and wetland areas. 5. The Contractor shall not mobilize drilling equipment to the site prior to . submitting an acceptable work plan including the above elements. C. Shop Drawings 111111 The Contractor shall not mobilize drilling equipment to the site prior to submitting acceptable shop drawings. 1. Submit detailed plan and layout for installation of the HDPE directionally drilled water transmission main. Show equipment layout around drill rig "` work area, areas required for staging and for pipe stringing and jointing and planned entry and exit angles, bending radii, and lengths and depths. Include methods proposed for disposal of excess bore hole cuttings and ""' drilling mud. Drawings of the work area for both the entry and exit locations for each directional drill location shall be submitted. Any traffic control measure to be taken shall be indicated in the submittal. 1111. 2. Submit manufacturer's literature for proposed equipment for monitoring and documenting the horizontal and vertical location of the directional drill pipe string throughout the drilling operation. 3. Submit equipment manufacturer's standard data sheets for the directional drill rig .. intended to be used for this project. Manufacturer's standard printed literature for the drill rig to be used shall indicate that the equipment is appropriate for the diameter, length and drilling conditions expected for the crossing. Submit calibration sheets relating gauge reading to torque (ft-lbs), pulling force (lbs), drilling fluid pressure (psi) and flow rate (gpm). . 4. Submit type and size of drill bits, reamers, and drill string to be used. N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 11.E 02325-3 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority 5. Submit type and composition of drilling fluid and additives. Material shall comply with all local, state and federal laws and regulations. 6. Submit calculations prepared by HDPE pipe manufacturer indicating maximum allowable pulling load on the HDPE pipe string to avoid elongating and over stressing the pipe. Submit methods to be used to monitor and control pull-back loads to prevent over-stressing the pipe. 7. Submit a plan indicating the planned drilling alignment if differing from that shown on the Drawings. Deviations as to the planned entry and exit angles, bending radii, and lengths and depths shall be indicated. The Contractor shall indicate in writing if he intends to follow the alignment shown on the Drawings. 8. Submit name of Surveyor (Licensed in the Commonwealth of Virginia) to be used for location work throughout the drilling operation. rut D. Record Drawings The Contractor shall submit to the Engineer, record documents within ten (10) days after completing the installation. The record documents shall include a plan, and profile data at a spacing not less than 30 feet along the pipe. The data shall reference • the entry and exit points designated on the Drawings and shall reference the intended alignment if differing from that shown on the Contract Documents. Ida Survey data of the pilot hole will be acceptable. The accuracy of the as-built records shall be certified by a licensed Surveyor. Digital id files containing the alignment shown on the Contract Documents shall be made available upon request to the Owner and Engineer. E. Notification The Owner shall be notified 7 days in advance of starting the drilling work. PART 2 -PRODUCTS 2.01 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS HDPE pipe and fittings shall be as specified in Section 02665. oil 2.02 DRILLING FLUIDS A. Drilling fluid additives shall be compatible with the environment, meeting the requirements of NSF/ANSI Standard 60 Certified, approved for potable water or water well drilling applications. N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 02325-4 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority B. Waste oil or environmentally non-compatible polymers shall not be part of the composition. 2.03 DELIVERY, STORAGE AND HANDLING OF MATERIALS A. HDPE pipe and fittings shall be stored and handled as recommended by the manufacturer. IMO B. The Contractor is responsible for obtaining, transporting and sorting any fluids, including water,to the work site. ... C. Disposal of fluids is the responsibility of the Contractor. Disposal of fluids shall be done in a manner that is in compliance with all permits and applicable federal, state, and local environmental regulations. The drilling slurry may be recycled for reuse or shall be hauled by the Contractor to an approved location or landfill for proper disposal. The Contractor shall thoroughly clean entire area of any fluid residue upon completion of installation, and replace any and all plants and sod damaged, discolored or stained by drilling fluids. PART 3 -EXECUTION 3.01 GENERAL The directional drilling equipment shall consist of a directional drilling rig of sufficient MIN capacity to perform the bore and pullback of the pipe, a drilling fluid mixer, delivery and recovery system of sufficient capacity to successfully complete the drill, a drilling fluid recycling system to remove solids from the drilling fluid so that the fluid can be re-used, a guidance system to accurately guide the boring operations, a vacuum truck of sufficient capacity to handle the drilling fluid volume, and trained and competent personnel to operate the system. All equipment shall be in good and safe operating condition with S. sufficient supplies, materials and spare parts on hand to maintain the system in good working order for the duration of this project. " 3.02 DRILLING SYSTEM A. Drilling Rig The directional drilling machine shall consist of a power system to rotate, push and pull hollow drill pipe into the ground at a variable angle while delivering a pressurized fluid mixture to a guidable drill (bore) head. The power system shall be self-contained with sufficient pressure and volume to power drilling operations. The hydraulic system shall be free of leaks. The rig shall have a system to monitor and record maximum pull-back force and fluid pumping rates. Calibration sheets relating hydraulic pressure and pump rpm to pulling force and flow rate shall be provided to the Engineer at the start of drilling. N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 rr 02325-5 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling -Y Albemarle County Service Authority rri B. Drill Head The drill head shall be steerable by changing its rotation and shall provide the necessary cutting surfaces and drilling fluid jets. C. Mud Motors Mud motors shall be of suitable type and of sufficient capacity to cut and penetrate the subsurface conditions anticipated at the site. a D. Drill Pipe The drill pipe shall be constructed of high quality seamless tubing. It shall be of appropriate size to permit bend radii as submitted for the bore path in the soil condition indicated at the site. ai 3.03 GUIDANCE SYSTEM al A. A guidance system shall be used to provide a continuous and accurate determination of the location of the drill head during the drilling operation. Monitoring equipment shall consist of a down-hole sensor capable of monitoring the actual location of the cutter head within an accuracy of 6 inches, horizontal and vertical. For systems which utilize guidance coil wires the coil wire shall be extended a minimum of 25% of the drill length from the entry point. B. The guidance shall be capable of tracking at all planned depths shown in the Drawings and in any soil condition, including water and hard rock. It shall enable the driller to guide the drill head by providing immediate information on the tool face, azimuth(horizontal direction), and depth of the borehole. C. The Guidance System shall be of a proven type and shall be operated by personnel trained and experienced with this system. The Operator shall be aware of any magnetic anomalies on the surface of the drill path and shall consider such influences in the operation of the guidance system if using a magnetic system. D. Drilling Record 1. The Contractor shall record x, y and z coordinates relative to an established surface survey bench mark. The drill head location shall be continuously monitored and recorded at least once per drill pipe-length. 2. Deviations between the recorded and planned bore path shall be calculated and reported on the daily log. If the deviations exceed plus or minus 5 feet horizontal deviation or plus or minus 2 feet vertical deviation from the design path, such occurrences shall be reported immediately to the Engineer. The N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 1f1 02325-6 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority Contractor shall undertake necessary measures to correct deviations and return to the planned line and grade. 3. In the event the drill string is retracted more than 20 feet, the drill head shall be located and surveying shall restart at the specified intervals. 3.04 DRILLING FLUID (MUD) SYSTEM A. Mixing System A self-contained, closed, drilling fluid mixing system shall be of sufficient size to mix and deliver drilling fluid. The mixing system shall continually agitate the drilling fluid during operations. B. Drilling Fluids Drilling fluid shall meet the requirements specified in PART 2 - PRODUCTS. Only acceptable additives listed in the submittal shall be utilized. Additives not included/accepted in the submittal shall not be permitted on the site. C. Delivery System The delivery system shall have filters in-line to prevent solids from being pumped into the drill pipe. Connections between the pump and drill pipe shall be relatively leak-free. Used drilling fluid and drilling fluid spilled during drilling operations shall be contained and conveyed to the drilling fluid recycling system. A minimum 12- inch high berm or straw bail dike shall be maintained around drill rigs, drilling fluid mixing system, entry and exit pits and drilling fluid recycling systems to prevent spills into the surrounding environment. Pumps and or vacuum truck(s) of sufficient size shall be in place to convey excess drilling fluid from containment areas to storage and recycling facilities. D. Drilling Fluid Recycling System The drilling fluid recycling system shall separate sand, dirt and other solids from the drilling fluid to render the drilling fluid re-usable. Spoils separated from the drilling fluid shall be stockpiled for later use or disposal. Stockpile volume shall be kept to a minimum. The Contractor shall remove from the site excess spoils or drilling fluid that cannot be sufficiently contained, when directed by the Engineer at no additional IMP cost to the Owner. 3.05 CONTROL OF DRILLING FLUIDS A. The Contractor shall follow all requirements of the Frac-Out and Surface Spill Contingency Plan as submitted and shall control operational pressures,pumping rates, .� drilling mud weights, drilling advance rates, and any other operational factors N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 rr 02325-7 rr { Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority required to avoid hydrofracture fluid losses, and control drilling fluid spillage. This includes any spillages or returns at entry and exit locations or any intermediate point. N B. All inadvertent returns or spills shall be promptly contained and cleaned up. The Contractor shall immediately notify the Engineer of any inadvertent returns or spills and immediately contain and clean up the return or spill. C. The Contractor shall maintain on-site mobile spoil removal equipment during all drilling, pre-reaming, reaming and pull-back operations and shall be capable of quickly removing spoils. The Contractor shall immediately notify the Owner of any inadvertent returns or spills and immediately contain and clean up the return or spill. The Contractor shall put on hold drilling, reaming or pulling operations and attend to frac-outs or spills as directed by the Engineer with no claim for delay or additional cost to the Owner. Vacuum trucks shall be on site during the pipe pulling operation. The Contractor shall provide standby vacuum trucks when conditions are deemed gli necessary by the Engineer at no additional cost to the Owner. 4 D. In the event drilling fluid circulation is lost or diminished the Contractor shall continually visually survey the alignment to identify any returns to the surface or waterways. E. Surface casing pipe shall be installed when necessary to maintain an open hole at the entry and exit points. The Contractor shall install up to 50 feet of casing pipe for each directional drill. Installation of casing pipes shall be considered incidental to the directional drill pipe installation. Casing shall be withdrawn or cut off at the appropriate depth to permit the pipe to tie-in as shown on the plans. F. Drilling fluid pressures and flow rates shall be continuously monitored and recorded by the Contractor. The pressures shall be monitored at the pump. These measurements shall be made during pilot bore drilling, reaming, and pull-back operations. 3.06 OTHER EQUIPMENT A. Pipe Rollers Pipe rollers, if utilized, shall be of sufficient size to fully support the weight of the pipe while being hydro-tested and during pull-back operations. Sufficient number of rollers shall be used to prevent excess sagging of pipe, and to prevent the pipe from . dragging over paved surfaces. N 4 B. Pipe Rammers Hydraulic or pneumatic pipe rammers shall only be used with the authorization of the Engineer. N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 02325-8 illa Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority 3.07 PILOT HOLE .W. A. The Contractor shall provide and maintain instrumentation necessary to accurately locate the pilot hole for its entire length both horizontally and vertically, measure pilot string torsional and axial displacements, and measure drilling fluid discharge rate and pressure. The Engineer shall have access to instrumentation readings at all times during operation. .., B. The pilot hole shall be drilled along the path shown on the plans and profile drawings. Alternative alignments may be followed when submitted and approved by the Engineer. Unless approved otherwise by the Engineer, the pilot hole tolerances shall ,.. be as follows: 1. Vertical Alignment - ±2 feet 2. Horizontal Alignment - ± 5 feet 3. Curve Radius - As shown on the Drawings. In no case shall the bending radius be less than 60 pipe diameters. 4. Entry Point Location - f 5 feet 5. Exit Point Location- + 5 feet C. After completion of the pilot hole, prior to reaming or pulling the pipe the Contractor shall verify the path meets the specified tolerance. If the path is out of alignment the Engineer shall be notified and provided with the actual alignment drilled. The Engineer will determine if the as-drilled path is acceptable or if the pilot hole is to be .r redrilled. 3.08 HOLE REAMING A. The Contractor shall be equipped to both push and pull ream the hole. If drilling fluid is not circulated and/or mud is returned to the surface at a point other than at the entry IBS and exit during the reaming process the Contractor shall abort reaming in the initial direction and begin reaming from the opposite side to minimize the loss of drilling fluid. B. The hole shall be sufficiently reamed out and cleared of obstructions prior to commencing the pipe pulling operations. 3.09 PIPE ASSEMBLY A. Pipe Assembly of all HDPE water mains shall be in accordance with Section 02665 — High Density Polyethylene Pipe. B. Pipe shall be welded/fused together in one length prior to commencing the pulling operations. The Contractor shall allow the weld to cool for the appropriate time specified by the pipe manufacturer, but not less than 1 hour, prior to inducing the MIN pulling stresses on the pipe. N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 02325-9 rr Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority ■ii C. The Contractor shall provide continuous access to all driveways and cross streets. In areas where sufficient space is not available to layout the pipe in the required section .i lengths the pipe shall be stored in trenches, elevated scaffolds or under ramps to maintain access to driveways and cross streets. aii 3.10 TESTING Testing of all HDPE water mains shall be in accordance with Section 02630 —Testing of Water Mains. crit 3.11 PIPE PULL-BACK A. Once pull-back operations have commenced, operations shall continue without interruption until the pipe is completely pulled into the bore hole. B. During pull-back operations the Contractor shall not apply more than the maximum safe pipe pull force at any time. The maximum safe pipe pull force shall be as specified by the pipe manufacturer. C. Torsional stress shall be minimized by using a swivel to connect a pull section to the reaming assembly. D. The pipe shall be supported during pull-back operations so that it moves freely and that the pipe is not damaged. E. External mechanical force shall be minimized during installation of the pipe in the rig reamed hole. Damaged pipe resulting from excess mechanical manipulation shall be replaced at no cost to the Owner. F. Buoyancy modification shall be at the discretion of the Contractor. 3.12 INTERNAL INSPECTION OF INSTALLED PIPE ai A. A foam pipe pig fitting snugly inside the pipe shall be pushed, pulled or blown through the installed pipe to verify the continuity of the installed pipe and to remove any debits which may have entered the pipe during the welding or pulling operations. The foam pig may be passed through the pipe before or after the pipe is filled with water. rti B. After installation of the pipe, an internal inspection of the pipeline shall be performed in the presence of the Engineer, using a ridged mandrel or pipeline pig designed for the purpose of demonstrating that the pipe deformations do not exceed 2 percent of the nominal diameter of the pipe. N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 02325-10 Michie Tavern Water Main Replacement Project Horizontal Directional Drilling Albemarle County Service Authority C. Devices pulled through the pipe, shall be designed to prevent damage to the HDPE pipe. D. The mandrel shall be pulled through the line in a controlled manner. A tag line shall be attached to the back to enable pulling the mandrel backwards if an obstruction is �.. encountered. Foam pigs blown through the pipe for line installation will not be considered a substitute for a rigid mandrel. 3.14 DISINFECTION AND FLUSHING Disinfection and flushing of all HDPE water mains shall be in accordance with Section 02630—Testing of Water Mains. END OF SECTION .r ONO NMI N:\46480-011\Engineering\Specs\100%Sub\02325.doc August 2015 02325-11 mai [THIS PAGE INTENTIONALLY LEFT BLANK] { ei sii rr� Michie Tavern Water Main Replacement Project Pavement Albemarle County Service Authority SECTION 02500 .. PAVEMENT PART 1 - GENERAL 0. 1.01 SCOPE OF WORK .. A. The Contractor shall provide all labor, materials, equipment and services necessary for, and incidental to, the construction or repair of all paved areas, as shown on the Drawings, as specified herein and in accordance with the VDOT's Road and Bridge Standards and ,- Specifications (See 2.01A) PART 2 - PRODUCTS 2.01 ASPHALT CONCRETE PAVEMENT „i. A. Asphalt Concrete Pavement shall be in accordance with the requirements of Virginia Department of Transportation"Road and Bridge Specifications", dated January 1994, and "Road and Bridge Standards", dated January 1993, with the latest incorporated revisions, also referred to as the Standard Specifications. MINI B. Pavement shall be furnished as shown on the Drawings, to the following cross-section and in accordance with the Standard m. Specifications. 1. Dense Graded Aggregate Base Course shall consist of VDOT No. 21A or 21B, to the limits and depths shown on the details on the Contract Drawings, compacted to .. a density of at least 95% of maximum dry density as determined by AASHTO designation T-99. MO 2. Asphalt Concrete Base Course shall consist of BM-25.0 to the limits and thicknesses shown in the details on the Contract Drawings, in accordance with Section 211 of the Standard Specifications. .. 3. Asphalt Concrete Surface Course shall consist of SM-9.5a, to the limits and thicknesses shown in the details on the Contract Drawings, in accordance with OM Section 211 of the Standard Specifications. PART 3 -EXECUTION .. 3.01 GENERAL A. Pavement shall be constructed to the fmished grades shown on the Drawings or to match existing grade. 111111 B. Subgrades shall be prepared in accordance with Section 02200 - Earthwork, Excavation, N:\46480-011\Engineering\Specs\100%Sub\02500.docx August 2015 02500-1 r Michie Tavern Water Main Replacement Project Pavement Albemarle County Service Authority Trenching and Backfilling and the Standard Specifications. C. Asphalt concrete surface courses for paved areas shall not be placed until completion of all fig earthwork, backfilling and fmish grading. Upon completion, tracked vehicles shall be prohibited from traveling on paving. mil END OF SECTION iii I mi ff. aiii N:\46480-011\Engineering\Specs\1 00%Sub\02500.docx August 2015 02500-2 Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority SECTION 02625 POLYVINYLCHLORIDE PIPE AND FITTINGS PART 1 - GENERAL 1.01 DESCRIPTION A. This Section covers the requirements for furnishing all labor, materials, equipment and appurtenances necessary for the complete and satisfactory construction of all polyvinylchloride (PVC) exterior piping and fittings shown on the Drawings and as specified herein. B. All work, materials and incidentals necessary to the construction of the piping, .r including excavation and refill, excavation support, laying and joining of pipe, and other miscellaneous work shall meet the requirements of Albemarle County Service Authority Standards and to the applicable requirements of other Sections and as YIN modified herein. C. The Contractor shall verify all dimensions of valves, special fittings, pipe, ••• equipment, etc., so that all of the pipe work performed will fit together properly and will conform to the arrangement as shown on the Drawings. In selecting laying lengths of fittings, the Contractor shall be guided by the dimensions of fittings and existing pipe systems to which connections are made and by the indicated dimensions on the Drawings. All pipe and specials shall be accurate to the dimensions shown. Bells, spigots, and flanges shall be at right angles to the axis of the opening, and openings shall be at the exact angle specified. D. The Contractor shall verify the type of pipe, the joint type, configuration and „h, direction of bell and spigot and the exact horizontal and vertical location for connections at the locations indicated on the Drawings, finalize all lay lengths, and confirm pipe layout prior to shop drawings submittal. Any deviation from the 11111 connection concept indicated which prevents construction as shown shall be brought to the Engineer's attention for resolution prior to shop drawing preparation. The Contractor shall provide the pipe material to match the existing pipe and/or provide the required adapters to connect to the existing pipe. 1.02 RELATED SECTIONS A. Section 02200—Earthwork, Excavation, Trenching and Backfilling B. Section 02223 —Vibration Control JIM C. Section 02630—Testing of Water Mains MIN N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-1 I Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority orti 1.03 SHOP DRAWINGS A. The Contractor shall submit shop drawings for all piping systems. The shop drawing submittals shall include all design computations and computer printouts of computations. Detailed dimensioned drawings shall be submitted and approved by the Engineer prior to any pipe fabrication. Design calculations and detailed fabrication drawings shall be submitted for all fabricated fittings. Manufacturers' data and/or materials lists shall be submitted for standard fittings, inlets, materials and standard pipe sections in sufficient detail to show compliance with all requirements of the Specifications. Certificates shall be submitted as required by AWWA standards for pipeline and fittings including factory applied linings and joint material; cast iron frames covers and grates, and precast structure sections. B. Contractor shall coordinate and furnish submittals in accordance with Section 01300. C. Contractor shall submit certifications by the manufacturer indicating compliance with the specified requirements. 1.04 EXISTING UTILITIES a A. Existing utilities have been indicated on the Drawings in accordance with the best information available for the information of the Contractor. The Owner expressly disclaims any responsibility for accuracy or completeness of information shown. era The locations of existing utilities shall be determined by the Contractor and any deviations from the information shown on the Drawings shall be brought to the Engineer's attention for resolution of any conflicts which prevent the construction rif as shown on the Drawings. Existing utilities and services shall be carefully protected;any damage to utilities caused by the work shall be immediately repaired by the Contractor to the satisfaction of the Owner, using materials of the kinds „ra damaged. No additional compensation will be allowed for such repair work. B. The Contractor shall bear the entire cost of any and all monetary penalties which ova may be assessed by utilities whose facilities are damaged and/or put out of service by the Contractor during the prosecution of the work under this Contract. C. The Contractor shall notify Miss Utility 48 hours in advance of digging. 1.05 DELIVERY, STORAGE AND HANDLING A. Delivery and Storage era 1. Piping -Inspect materials delivered to site for damage; store with minimum of handling. Store piping, jointing materials and rubber gaskets under cover. Do not store materials directly on the ground. Keep inside of pipes gra and fittings free of dirt and debris. N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-2 Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority 2. Metal Items - Check upon arrival; identify and segregate as to types, functions, and sizes. Store off the ground in a manner affording easy accessibility and not coating with grease or other objectionable materials. B. Handling 1. Handle and transport pipe, fittings, and other accessories in a manner to " ensure delivery to the trench in sound undamaged condition. PART 2 - PRODUCTS 2.01 GENERAL A. All pipe and fittings shall be new and of the sizes indicated on the Drawings and as specified herein. B. It shall be the Contractor's responsibility to verify dimensions of all pipes, valves, special castings, closures and fittings so that all of the pipe work performed will fit together properly and will conform to the arrangements shown on the Drawings. rrr C. The Contractor shall furnish and install all necessary fittings and special pieces required for closures, bends, branches, inlets, vaults, manholes and connections to other pipes. All fittings and specials shall be designed and constructed to meet the same pressure classification as that of the adjoining pipe, and shall conform to the standard details of the manufacturer. D. Bells and spigots shall be at right angles to the axis of the opening and openings shall be at the exact angle shown. 2.02 CONNECTIONS TO EXISTING PIPE JOINTS A. Where new piping is to be connected to existing piping the connection may be made by one of the following methods and as shown on the Drawings: 1. Use of standard manufacturer's adapters. 2. Use of custom manufactured adapters. N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-3 rim Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority 2.03 PVC PIPE and FITTINGS PIPE AND FITTING SCHEDULE Service Pipe Material Pipe Fittings Polyvinylchloride Ductile Iron 6"and 4" Water Piping DR-18 AWWA C110 ASTM D-1784 ANSI A21.10 orf AWWA C900 Pressure Class 250 2.04 PVC PRESSURE PIPE A. Polyvinylchloride (PVC) Pressure Piping: el 1. PVC pressure piping shall conform to the requirements of AWWA C900, "Standard for Polyvinyl Chloride(PVC)Pressure Pipe,4 in. Through 12 in. For Water Distribution", Pressure Class 235 (DR 18). PVC pressure piping shall be furnished in cast-iron pipe equivalent outside diameters with elastomeric gasket joints. The use of flanged joints will not be allowed with PVC pressure pipe. 2. PVC pipe, couplings and fittings shall be made from virgin PVC resin that has been compounded to provide physical and chemical properties that equal or exceed cell class 12454-B as defined in ASTM D1784 and shall qualify for a hydrostatic design basis (HDB) of 4,000 psi at 73.4°F per the rii requirements of PPI TR-3. 3. Additives and fillers, including but not limited to stabilizers, antioxidants, wi lubricants, colorants, etc., shall not exceed 10 parts by weight per 100 parts of PVC resin in the compound. 4. Joints for PVC pressure pipe shall be a three (3) sealing point system. The gasket shall be molded and factory installed. The gasket shall be reinforced with a steel band and met the requirements of ASTM F477. ■w 5. PVC pressure piping shall be supplied in the sizes noted on the plans and shall be furnished in 20 foot laying lengths. roi B. Ductile Iron Fittings 1. All fittings installed with PVC pipe, including bends, shall be Ductile Iron Pipe. Ductile iron fittings for PVC pressure pipe shall be restrained joint and conform to ANSI A21.11 (AWWA C-111). N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-4 Uri 111.1 Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority 2. To restrain PVC pipe to ductile iron fittings use approved mechanical joint restraint accessories. To restrain PVC pipe push-on joints use approved harness type restraints. PVC joint restraint systems shall be EBAA Iron Sales Inc. Series 1500 or EBAA Iron Sales Inc. Series 2000PV or approved w equal. 3. Fittings shall be manufactured in accordance with ANSI A21.10 (AWWA C-110) and shall have a minimum pressure rating 250 psi. The ductile iron eft used in the manufacture of ductile iron fittings shall have a minimum tensile strength of 70,000 psi. Compact fittings manufactured in accordance with ANSI A21.53/AWWA C153 will be permitted. 11011 4. Gaskets shall be Vulcanized SBR conforming to AWWA/ASTM C111/A21.11. Gaskets shall conform to ASTM F477.C. 5. Bolts shall conform to AWWA/ASTM CI 11/A21.11. w 6. The inside of ductile iron fittings for water pipe as specified in the pipe schedule shall be cement lined in accordance with ANSI A21.4-03/AWWA C104 or latest revision thereof The outside of all ductile iron fittings shall be bituminous coated to meet the requirements of AWWA C151. PART 3 -EXECUTION w 3.01 EXISTING PIPING A. Where new piping is to be connected to existing piping, the Contractor shall drain or purge the existing piping, cut, remove, grind and prepare the existing piping in every respect in order that it is suitable for connecting to the new piping. B. Where existing pipe is to be abandoned and removed,the Contractor shall not reuse the existing pipe on this project. Pipes that have been removed shall be removed i,,, from the project sites and disposed of by the Contractor at an approved disposal site. 3.02 LAYING OF PIPE AND FITTINGS WWI A. General 1. For buried pipe, before joints are made, each pipe shall be properly bedded and no pipe shall be brought into position until the preceding length has been thoroughly bedded and secured in place. All defects due to settlement gag shall be corrected by the Contractor at no additional expense to the Owner. Bell holes shall be dug sufficiently large to insure proper pipe joint construction.Pipe shall be bedded for the full length of barrel between bells. No springing of the pipe bells will be permitted during jointing. Each bell N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-5 w Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority sill will be inspected for laying damage prior to backfilling. Trenching and backfilling details and requirements are shown on the Drawings and ell included in Section 02200. 2. Pipe joints shall be made in strict accordance with the pipe manufacturer's instructions. Allowable joint deflection shall be up to three quarters of the we manufacturer's recommendations. All fins and burrs shall be removed from .4 pipe and fittings. 3. The interior of all pipes shall be thoroughly cleaned before they are laid and shall be kept clean until the acceptance of the completed work. At the end of the day, the open ends of all pipelines shall be provided with a stopper 'I carefully fitted so as to keep dirt and other substances from entering. The stopper shall be kept in the end of the pipeline at all times when laying is not in actual progress. 4. The Contractor shall be responsible for keeping trenches free of water until the trench is completely backfilled and compacted. 5. Cut pipe accurately to length established at the site and work into place without springing or forcing. Replace by one of the proper length any pipe UI or fitting that does not allow sufficient space for proper installation of jointing material. 6. Blocking or wedging between bells and spigots will not be permitted. Lay bell-and-spigot pipe with bell end pointing in the direction of flow. B. PVC Pressure Pipe 1. PVC pressure pipe, fittings, and appurtenances shall be unloaded, handled, mai and stored in accordance with AWWA C605. 2. Whenever PVC pressure pipe requires cutting in the field,the work shall beeil done in a manner satisfactory to the Engineer with approved cutting tools which will leave a smooth end at right angles to the axis of the pipe and not otherwise damage the pipe. 3. Final alignment and grade shall not contain any pipe joints deflected more than the manufacturer's recommendations. 4. Jointing ril a. Make push-on joints with the gaskets and lubricant previously specified; assemble in accordance with the applicable requirements of AWWA C900 for joint assembly. N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 a 02625-6 a tow Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority b. Make PVC fitting joints with the gaskets and splines specified for this type joint, assemble in accordance with the manufacturer's requirements for joint assembly. c. Make mechanical joints with the gaskets, glands, splines, bolts and nuts specified for this type joint, assemble in accordance with the manufacturer's requirements for joint assembly. D. Tracer Wire and Marking Tape NMI Tracer Wire and Marking tape shall be in accordance with Section 02640—Valves, Hydrants and Appurtenances. 3.03 TRENCH DEWATERING DURING WATER LINE INSTALLATION ... A. All ground water which may be found in the trenches and any water which may get into them from any cause whatsoever shall be pumped or bailed out so that the trench shall be dry during the pipe laying period. No water shall be permitted to ... reach concrete until it has set sufficiently. All water pumped from the trenches shall be disposed of in a manner satisfactory to the Owner. Contractor shall provide at least two (2) pumps for each trench opened in wet ground and at the same time, MIN he shall have one (1) pump in reserve. B. If, during any time that Contractor is permitted to lay pipe in a trench containing unavoidable trench water and construction is interrupted for any reason, the open ends of pipe shall be closed by watertight plugs or caps, or other means approved by the Owner. In any case, such protection shall be provided when work is suspended overnight or on weekends and holidays, regardless of the condition of the trench with respect to water at the time that the work is suspended. C. Contractor shall be responsible for the protection of all structures, including pipes and manholes, against any tendency to float under conditions of high water, whether due to high ground water or flood conditions on the project site. It shall be the responsibility of the Contractor to take whatever steps may be required, IMO including the installation and operation of pumps and pumping systems,well points or relief devices, to prevent any structure from floating during construction. D. Cost of the necessary pumps,well points or other appurtenances required to prevent flotation shall be included in the unit prices bid in the Proposal for the various bid items, and no extra compensation shall be allowed for such work. Any damage .. which may occur to any part of the work as the result of the flotation effect of ground or flood waters shall be repaired in a manner fully satisfactory to the Owner, at no additional cost to the Owner. Mir E. Contractor shall provide and place all necessary flumes or other channels of adequate size to carry temporarily all streams, brooks, storm water or other water, which may flow along or across the lines of the pipe line. All flumes or channels N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-7 • I Michie Tavern Water Main Replacement Project Polyvinylchloride Pipe and Fittings Albemarle County Service Authority thus utilized shall be tight so as to prevent leakage into the trenches. Water pumped from trenches shall be led to natural watercourses. Existing sewers shall not be employed as a drain for the removal of dewatering wastes. 3.06 TESTING,DISINFECTION AND FLUSHING A. Testing, disinfection and flushing of all PVC water main shall be in accordance 4 with Section 02630—Testing of Water Mains. oil 3.07 PIPE CLEANLINESS A. For all pipe furnished in the work, the following requirements shall be required. ail When installed pipe is left overnight, water tight plugs will be used to prevent any dirt, debris or dust from entering the pipe. The Contractor will be responsible for pipe cleanliness at all times until the pipe is satisfactorily bacteriological tested and accepted by the Owner B. All pipe joint and lubricant compounds used in the pipe assembly shall be non-toxic in any form or amount and shall not impart any taste or odor to the water. The substance shall be non-biodegradable. END OF SECTION } oil 4 1 M p N:\46480-011\Engineering\Specs\100%Sub\02625.docx August 2015 02625-8 imp Michie Tavern Water Main Replacement Project Testing of Water Mains Albemarle County Service Authority Am SECTION 02630 •-t TESTING OF WATER MAINS PART 1 - GENERAL 1.01 SCOPE OF WORK MN A. This Section covers the requirements for furnishing all labor, materials, tools, equipment, appurtenances and services necessary for the complete and satisfactory testing of all piping, fittings, and services shown on the Drawings and ..,, as specified herein. B. All work, materials and incidentals necessary to the testing of the piping, „N including excavation and refill, excavation support, laying and joining of pipe, and other miscellaneous work shall meet the requirements of the ACSA's Specifications and Standards for Water and Sewerage Facilities and to the Malapplicable requirements of other Sections and as modified herein. 1.02 GENERAL WIN A. The Contractor shall schedule all tests with the Engineer at least 48 hours in advance, and shall conduct all acceptance testing in the presence of the Engineer. All testing shall be in accordance the ACSA's Specifications and Standards for .. Water and Sewerage Facilities unless otherwise noted in the Contract Documents. B. The Contractor shall submit a testing plan to the Engineer and the ACSA for review and approval prior to any testing. C. Generally, water main piping, fittings and appurtenances will be tested from end . . to end. Pressure and leakage tests shall be performed on HDPE and PVC piping. Minimum test pressure for HDPE and PVC piping shall be 200 psi, measured at the lowest point in the system. Gage pressure shall be compensated for the elevation. All water mains shall be tested at a hydrostatic pressure of 200 psi or 50% above the design operating pressure, whichever is greater, for at least two hours. D. If the piping or any section or component thereof fails the tests and/or inspection, the Contractor shall, at his own expense, repair and replace any defective "" component and re-test until all requirements are met. The County will furnish personnel to witness tests, one time only. If additional tests are required, all costs of County personnel and equipment will be deducted from amounts to be paid the UM Contractor. Any required repairs to the various systems shall be made with new materials. When it is necessary to replace any piece of pipe, fitting, valve, etc., the replacement shall be of the same material and thickness as the defective piece. WIN NO N:\46480-011\Engineering\Specs\100%Sub\02630.docx August 2015 02630-1 .. Michie Tavern Water Main Replacement Project Testing of Water Mains Albemarle County Service Authority E. All defects revealed by testing shall be corrected without cost to the ACSA. Testing and repairing shall be continued until test requirements are met. Repairs shall be made with new materials. No caulking of threaded joints, cracks, or •+� holes will be acceptable. When it is necessary to replace pieces of pipe, the replacement shall be of the same material and thickness as the defective piece. Tests shall be repeated after defects disclosed thereby have been made good. ■rl F. All piping including test bulkhead, caps or plugs shall be adequately braced and supported during the tests so that no movement, displacement or damage will rri result from the application of the test pressure. Relief devices in the various systems shall be capped or plugged during the tests. rel G. All equipment used in testing shall be provided by the Contractor, shall be subject to the approval of the Engineer, and shall be such as to properly develop, maintain and measure hydrostatic test pressures and leakage rates. Where devices such as meters, recorders, charts, plugs, caps, blind flanges, corporation stops or bulkheads are required to develop, maintain and measure test pressures, these devices shall be furnished and installed by the Contractor. H. The Contractor shall submit to the Engineer and Owner a record of all leakage tests conducted. The ACSA will provide the water for initial flushing and testing of the water mains at no cost to the Contractor. The Contractor will be charged for water mi usage required for retesting. The Contractor shall supply all pumps, calibrated gauges and meters, and all necessary apparatus to perform the tests. al 1.03 TESTING OF PVC WATER MAIN A. Hydrostatic Pressure Test: 1. After the water main has been backfilled and at least seven (7) days after the last concrete thrust block was poured, a hydrostatic pressure test shall be performed. 2. Carefully fill the water main with water at a velocity of approximately 1.0 fps while necessary measures are taken to purge all air from the pipe. 3. After the system has been filled, raise the pressure in the pipe, by pump, to the test pressure of 200 psi. Measure pressure at the lowest point in the system. Gage pressure shall be compensated for the elevation. 4. Maintain this pressure for at least two (2) hours with allowing leakage. If mi the pressure cannot be maintained, the Contractor shall determine the cause, make repair(s) and retest at no additional cost to the ACSA. N:\46480-011\Engineering\Specs\100%Sub\02630.docx August 2015 02630-2 Michie Tavern Water Main Replacement Project Testing of Water Mains Albemarle County Service Authority B. Leakage Test: NMI 1. A leakage test shall be performed in concurrently with the pressure test. ••N 2. Leakage shall be determined with a calibrated test meter. Contractor shall furnish documented calibration tests for the meter if requested by the Owner. Leakage is defined as the quantity of water required to maintain a pressure within 5 psi of the specified test pressure. 3. Leakage shall not exceed the following formula: L= S*D NIP L=Leakage Rate 148,000 S=Length of Pipe D= Nom. Pipe Dia. (inches) P=Ave.Test Pressure(psi) When testing against closed valves an additional leakage per closed valve .. of 0.0078 gal/hr/in of nominal valve size shall be allowed. 4. If the leakage exceeds the specified amount, the Contractor shall determine the cause, make repair(s) and retest at no additional cost to the Owner. 5. All visible leaks shall be repaired regardless of the amount of leakage. 1.04 TESTING OF HDPE CASING PIPE IMP A. Prior to installing the pipe, the HDPE casing pipe shall be pressurized and checked for leaks. The pipe shall be pressurized to 200 psi and appropriate ,.., measures taken to vent the air in the line. Pressure shall be held on the pipe for a minimum of 4 hours. The CONTRACTOR shall inspect the pipe for leaks while under pressure. r. 1.05 TESTING OF HDPE WATER MAIN A. Prior to installing the pipe, the HDPE water main shall be pressurized and checked for leaks. The pipe shall be pressurized to 200 psi and appropriate measures taken to vent the air in the line. Pressure shall be held on the pipe for a minimum of 4 hours. The CONTRACTOR shall inspect the pipe for leaks while under pressure. The CONTRACTOR may perform the hydrostatic test specified below; however this will not replace performing the leakage test once the pipe is installed. Any leaks shall be cut out and the pipe refused. B. Once the pipe has been pulled in to place the pipe shall be hydrostatically tested in accordance with the requirements below. Hydrostatic testing shall be 11111 conducted prior to installation of the concrete thrust blocks. Testing may be conducted after the concrete thrust blocks have been poured provided the irr N:\46480-011\Engineering\Specs\100%Sub\02630.docx August 2015 02630-3 rim Michie Tavern Water Main Replacement Project Testing of Water Mains Albemarle County Service Authority ;> blocks are backfilled to fmished grade and concrete testing indicates the required strength has been obtained. ii C. Hydrostatic Pressure Test: Conduct fmal hydrostatic tests in accordance with HDPE pipe manufacturer's written recommendations, and as follows: al 1. Fill the pipeline with water and bleed off trapped air. 2. Subject the pipe section to 200 psi at the highest point of the line for a 4 hour period. Sufficient water shall be added at the end of each hour to maintain 200 psi. 3. At the conclusion of the fourth hour,water shall be added to reestablish the 200 psi test pressure and the actual test will begin. The pipe shall then be maintained between 195 psi and 205 psi over the next 3 hours by adding measured amounts of water with a small volume, high pressure pump. N 4. Record the volume of make-up water added to maintain the specified pressure. The total amount of water added over the 3 hour period shall not exceed 0.9 gallons per 100 feet of pipe tested. 5. The total duration of the testing procedure shall not exceed eight hours. N 6. A minimum of 16 hours is required between the conclusion of one hydrostatic test and the commencement of another test. During this 16 hour period between tests,the pipe must be depressurized, but is not required to be drained. 1.06 DISINFECTION A. Precautions shall be taken to protect pipe interior, fittings and valves against contamination. When pipe laying is not in progress, all openings in the pipeline shall be closed with watertight plugs. If water accumulates in the trench, plugs shall remain in place until the trench is dry. All pipe and fittings shall be kept free of dirt or any foreign material likely to cause contamination. B. Mains shall be disinfected by the continuous feed method or the tablet method in accordance with AWWA C651-05 or current revision, except as specified otherwise or approved in writing by the ACSA. 1. Continuous Feed Method N a. Prior to feeding chlorine, the water line shall be thoroughly flushed with potable water to remove any debris that may have entered the line during construction. Potable water shall be introduced into the pipe line at a N constant flow rate protected by an approved backflow prevention device. Chlorine shall be added at a constant rate to this flow so that the chlorine concentration in the water in the pipe is at least 50 mg/l. The chlorinated water shall remain in the pipe line at least 24 hours, after which, the chlorine N:\46480-011\Engineering\Specs\100%Sub\02630.docx August 2015 02630-4 Michie Tavern Water Main Replacement Project Testing of Water Mains Albemarle County Service Authority concentration in the water shall be at least 10 mg/1. 2. Tablet Method b. Tablets of calcium hypochlorite, containing 70 percent available chlorine by weight, shall be affixed to the top of each section of pipe and in appurtenan- ces by a food grade adhesive. Tablets shall not be completely covered by adhesive. After completion of the construction the main shall be filled with water at a velocity of less than one (1) foot per second in accordance with the following schedule: Schedule of Maximum Flow Rates Pipe Pipe Diameter Flow Rate Diameter Flow Rate 4" 40 GPM 14" 500 GPM 6" 90 GPM 16" 600 GPM 8" 160 GPM 18" 800 GPM 10" 260 GPM 20" 1000 GPM 12" 350 GPM 24" 1400 GPM 3. A minimum concentration of 50 mg/1 of chlorine solution shall be in the system at this time. A concentration of 25 mg/1 residual chlorine must be present after 24 hours. 4. Number of Hypochlorite Tablets of 5-G Required for Dose of 50 mg/1 (based on three and three-quarters grams of 70%available chlorine per tablet): Joint Length(Ft.) Diameter of Pipe (In.) 2 4 6 8 10 12 13 or less 1 1 2 2 3 5 18 1 1 2 3 5 6 20 1 1 2 3 5 7 30 1 2 3 5 7 10 40 1 2 4 6 9 14 5. Grams of HTH Powder Required for Dose of 50 mg/1 (based on 65% available chlorine in HTH powder): Joint Length(Ft.) Diameter of Pipe(In.) 2 4 6 8 10 12 13 0.6 2.5 5.56 9.88 15.45 22.24 18 0.85 2.5 7.69 13.69 21.39 30.80 20 0.95 3.8 8.56 15.21 23.76 34.22 30 1.43 5.7 12.83 22.81 35.65 51.33 40 1.90 7.6 17.11 30.42 47.53 68.44 N:\46480-011\Engineering\Specs\100%Sub\02630.docx August 2015 02630-5 sir Michie Tavern Water Main Replacement Project Testing of Water Mains Albemarle County Service Authority C. The cost of all such testing will be the responsibility of the Contractor. All valves and appurtenances shall be operated while chlorinated water is in the pipe line. After the retention period, the main shall be flushed of the high chlorine water until the water leaving the system shows a chlorine concentration of less than 1 mg/1 or no higher than that prevailing in the water used for flushing. Water with a chlorine concentration greater than 2.0 mg/1 shall either be dechlorinated or the high chlorine water shall be discharged directly to sanitary sewer line. After final flushing, two (2) water samples shall be collected 24 hours apart for bacteriological tests. The samples shall be collected at regular intervals not to exceed 2,000 feet throughout the length of the pipe. All bacteriological samples collected following disinfection shall be analyzed by a lab certified by the Virginia Department of General Services, Consolidated Laboratory Services. The results of these samples must oil indicate the absence of coliform contamination. D. Disinfection shall include hydrants and other special pipe, taps and fittings used at connections to existing piping. These shall be thoroughly disinfected before installation. Excavation for such connections shall be kept free from water until the connection is corn- pleted and great care shall be exercised to prevent contamination of the pipe and connection fittings. E. It is the Contractor's and developer's responsibility to ensure their operations do not contaminate the public water supply. If at any time, the water in the existing system becomes contaminated, they shall be held financially accountable for any corrective action taken by the ACSA, as well as for cost of defending and settlement of all claims resulting from their negligence, including,but not limited to,costs and attorney's fees. END OF SECTION .ii lei N:\46480-011\Engineering\Specs\100%Sub\02630.docx August 2015 02630-6 Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority WIN SECTION 02640 VALVES, HYDRANTS AND APPURTENANCES PART 1 —GENERAL 1.01 DESCRIPTION MOP A. Furnish all supervision, labor, materials, equipment, appurtenances, and incidentals required for gate valves and other direct bury valves complete as shown on the Drawings and specified herein. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 01720—Project Record Documents B. Section 02200 - Earthwork, Excavation, Trenching and Backfilling. C. Section 02625 —Polyvinylchloride Pipe and Fittings D. Section 02665 —High Density Polyethylene (HDPE) Pipe 1.03 SCHEDULE OF MATERIALS and SHOP DRAWINGS r. A. The Contractor shall submit to the Engineer, as specified in Section 01300, a list of materials to be furnished, including all manufacturer's data, drawings, weight of each item, list of recommended spare parts, descriptive literature for each item, the names of the suppliers, and the date of delivery of materials on the job site. B. Contractor shall submit Operation and Maintenance Manuals required for the materials .. and equipment furnished herein with Section 01300. C. Submit certifications from manufacturers indicating compliance with specified standards. PART 2—PRODUCTS 2.01 GENERAL A. All valves and appurtenances shall be of the size shown on the drawings and as far as possible all items of the same manufacturer type shall be from one manufacturer. B. All valves and appurtenances shall have the name of the maker, flow directional arrows, INV and working pressure for which they are designed cast in raised letters upon the exterior of the unit. N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 02640-1 air ii Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority rr� C. No hydrostatic pressure test of the water mains shall be made against a closed valve unless authorized by ACSA. Pressure testing against the newly installed tapping sleeve and valve will be allowed. The Contractor shall furnish suitable restrained: spool pieces, mai fittings, blind flanges, plugs or appurtenances as required for connection to all gate valves, during testing such that the valve can be operated to be open during the test. D. All valves for water mains shall open left (counter-clockwise). 2.02 GATE VALVES mei A. Gate valves 2-inches and smaller shall be inside screw, solid bronze, tapered seat, double disc construction and rated for 200 psi working pressure. B. Larger gate valves shall be resilient seated. The resilient seated type shall be non-rising stem, fully encapsulated wedge in accordance with ANSI/AWWA C509-01 or current revision. C. Gate valves shall be one make and shall open by a counterclockwise rotation of the valve stem with a two (2) inch square operating nut. The operating nut shall be no greater than three (3) feet below fmish ground. Operation nuts placed greater than three (3) feet below finished ground shall be equipped with approved operating nut extension to meet the minimum depth requirement. Gate valves installed in access vaults, pump stations, etc., shall be equipped with handwheels. E. Gate valve 4-inches to 12-inches shall have a working pressure of no less than 120 psi and a test pressure of 400 psi. Gate valves greater than or equal to 12-inches on high pressure systems (greater than 100 psi) shall be provided with gear case and a by-pass. Gate valves shall have one "0" ring above and one "0" ring below the stem thrust collar. The thrust collar shall be lubricated with oil to assure positive operation in opening and closing. E. Resilient seated valves shall be U.S. Pipe Metroseal 250, American Flow Control Series 2500, Kennedy Valve Ken Seal II, Mueller Series 2360, American AVK Series 45 or approved equal. .ri 2.03 VALVE BOXES A. Each valve on underground piping shall be provided with a screw-type adjustable cast iron valve box. They shall have a round shaft(5 1/4 inside diameter), a flared base, and a coat of bituminous paint applied to both surfaces. Also, the head shall be cast iron,round, and have the word"Water" cast on it. B. Valve boxes shall be adjusted flush with the fmish grade. If the street surfaces are renewed or replaced by the developer, owner or his representative after the water system has been approved and accepted by the ACSA, but while such streets are still the obligation of the developer or owner, the valve boxes therein shall be readjusted to the proper finished grade at the developer's or owner's expense. If changes are made in grade at valve boxes by N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 02640-2 Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority parties other than the developer, owner or his representative after initial construction approval, the cost of this adjustment shall be borne by the party responsible for the construction adjustments. In remote areas, valve boxes shall extend six (6) inches above finished grade and have a witness post securely placed next to the box. C. Valve boxes shall be Bingham & Taylor (genuine Buffalo style) figure number 4906 with standard cover, Capital Foundry cast iron screw type Pattern No. 3101-3107/3112/3151-52 standard cover with 1-1/2"lip,or approved equal. D. The witness post shall consist of a five (5) foot long 2-inch galvanized pipe, capped on either end and painted blue. 111111 2.04 FIRE HYDRANTS ,., A. Hydrants shall be manufactured in accordance with the most current revision of ANSI/AWWA C502-05 and shall be approved by the National Board of Fire Underwriters. Hydrants shall have six-inch (6")barrel with 5.25-inch clear opening through the valve and shall be provided with a 4.5-inch pumper connection and two (2) 2.5-inch I.D. hose connections. B. Fire hydrants shall be installed in such a manner as to provide the proper fire protection as approved by the County's fire prevention officer to all structures and no hydrant shall be more than 800 feet from any other hydrant measured along the centerline of the public right- ,, of-way, private road, or other applicable access route. Generally, fire hydrants shall be placed no closer than 40 feet nor further away than 400 feet from all major structures. C. Fire hydrants shall be installed in areas where weep holes are above the prevailing groundwater table. Design elevations and the location of drainage structures shall be used to ensure the weep holes of the hydrant are not subject to groundwater immersion. If, during the course of construction, groundwater is observed in the trench, the fire hydrant shall be NMI moved to higher ground and the separation between fire hydrants will be adjusted accordingly. If fire hydrants cannot be placed above groundwater, the weep holes shall be plugged and the hydrant shall be pumped dry. D. Hydrants shall be of the frost-proof and non-flooding type which will not flood in case the 111111 barrel or valve stem is damaged, with orifices for draining the hydrant when the valve is closed. A safety flange shall be provided so that the barrel will not break if struck by a vehicle or other object, and the hydrant can be repaired without digging. Hydrants shall ""' have a three foot, six inch (3'6") minimum bury and be designed for 150 psi working pressure and 300 psi hydrostatic pressure. All working parts shall be bronze to bronze. All hydrants shall open counterclockwise and be preceded in the line by a gate valve. The pumper connection shall face the roadway. Fire hydrants shall have a moisture-proof chamber around operating threads filled with USDA H-1 food grade oil or grease which shall lubricate the threads. rr N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 02640-3 Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority E. Hydrants shall be set plumb with the invert of the pumper connection eighteen (18) inches above grade. The maximum number of allowable hydrant risers for each hydrant is 2. Unless the hydrant location is specifically indicated otherwise, it shall be located so that the center is not less than two (2) nor more than ten (10) feet from the back of the curb of the adjacent street, with the pumper connection facing the street, unless otherwise directed by the fire official. The connecting pipe will have the same depth of cover as the distribution mains. The base and back of the hydrant, opposite the pipe connection, shall be firmly blocked against the vertical face of the trench with cast-in-place concrete to prevent the hydrant from blowing off the line. If the character of the soil is such that in the opinion of the Authority the hydrant cannot be securely blocked, bridle rods and rod collars and/or a pipe type bracing shall be used. Bridle rods and rod collars shall not be less than three- quarter (3/4) inch stock and shall be protected by a coat of bituminous paint. Not less than seven(7) cubic feet of broken stone shall be placed around the base of the hydrant to ensure drainage. The backfill around hydrants shall be thoroughly compacted to grade line. Hydrants and valves shall have the interiors cleaned of all foreign matter before installation. ri Stuffing boxes shall be tightened and the hydrant or valve shall be inspected in open and closed positions, to see that all parts are in working condition (See Part VII, Figure W-4). Bags shall be tied securely over all fire hydrants as soon as they are installed. These bags shall not be removed until approved by the Authority. Each new fire hydrant shall be freshly painted. F. The threads on the 4.5-inch pumper (steamer) connection and on the operating nut shall be National Standard threads. The threads on the hose connections shall be Albemarle County Service Authority standard thread (Charlottesville thread), 3-21/64" female, 3-9/32" male, eight threads per inch (Gauge 8-322) except for the Scottsville service area which are National Standard threads. All threads shall be thoroughly lubricated with a good grade lubricant. All of the male connections shall have caps and chains. The cap nuts and the operating nut shall be 1-1/2"Pentagon and shall open counterclockwise. G. Hydrants shall be M&H: Model 129 (Color- Safety Red), Kennedy: Guardian Model No. K-81A or K-81D (Color - Safety Red), Clow Medallion (Color - Safety Red), Mueller: Super Centurion 250 (Color- Mueller Red), American Darling: B-84-B-5 (Color - Safety Red); or approved equal. Hydrant paint shall be Devoe DP 58106 (Safety Red BAR-OX Alkyd Industrial Gloss Enamel) or approved equal. Hydrant paint for caps shall be Axon Products, Inc. Silver-White 1440 Alert or approved equal. rri 2.05 MARKING TAPE A. A three (3) inch wide minimum size blue colored non-metallic water marking tape shall be buried at a distance of approximately one (1) foot below ground and directly over all water mains to alert water construction and maintenance crews that a water pipe is below. The marking tape shall be continuous. Marking tape disturbed during the course of construction on existing waterlines shall be restored to its original condition and to the satisfaction of the project inspector. The marking tape shall be 3" wide with "WATER" stamped in blue on the tape as manufactured by Allen Systems, Harris Industries, Inc. or approved equal. tri N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 1 02640-4 Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority 2.06 CONDUCTIVE WIRE Conductive wire disturbed during the course of construction shall be restored to its original condition and to the satisfaction of the project inspector. Conductive wire shall be 10-gauge insulated copper or larger with a minimum of 30 mils of insulation. Conductive wire shall be placed on top of HDPE and PVC water mains. Tracer wire access boxes shall be installed on either side of the horizontal directional drill. Tracer wire access boxes shall be installed at a maximum of distance of 300 feet. Air release valves or valve boxes shall not be used as access points. There shall be adequate wire in the tracer wire access point to pull wire 2 feet outside of the box. Conductive wire to be tested for continuity as part of acceptance testing. 1. Open Cut Trenching - Conductive wire shall be buried a minimum of 12 inches below grade and be brought to grade at locations acceptable to the Engineer. 2. Horizontal Directional Drill - a wire made specifically for directional drilling shall be used with tensile strength / break load of 1,150 lbs, HDPE coating, and high-carbon steel inner core. The tracer wire shall be Solo Shot by Copperhead Industries, or equal. 111' 2.07 1-INCH AIR RELEASE VALVE ASSEMBLY A. Approved automatic air release valves shall be installed at the high points in the system. `" Each assembly shall consist of a riser pipe, gate valve, fittings, and a precast concrete manhole cone section(including frame and cover with the word"WATER" cast on it), or approved equal. The riser shall be Type K copper pipe. Fittings shall be brass or bronze. Gate valves shall be of the type described in 2.02 of this Specification. One inch (1") air release valve or approved equal shall be used on lines smaller than twelve (12) inches in diameter. One inch air release valves shall be APCO: Model No. 143C, CLA-VAL: Model No. 361-CAV, Crispin: Model No. UL10, ARI Valve: Model D-040 or approved equal. If the grade allows, a two (2) inch drain pipe shall be properly installed in the cone section of the manhole. Air release valve assemblies shall not be connected directly to any storm drain or sanitary sewer system(See Part VII, Figure W-9 from the ACSA Standard Specifications). PART 3—EXECUTION 3.01 EXISTING PIPING A. Where new piping is to be connected to existing piping, the Contractor shall: drain or purge the existing piping; cut, remove, grind and prepare the existing piping in every respect in order that it is suitable for connecting to the new piping; disinfect the new and existing piping in accordance with paragraph 3.01.B; and connect to the existing pipe using an approved connection method. NIL N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 02640-5 wri Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority B. Pipes to be connected shall be disinfected by spraying the inside of the new and existing pipe within three (3) feet of point of connection with a solution containing not less than 200 mg/1 of chlorine immediately before connection is made. Prior to disinfection the new and existing pipe shall be thoroughly cleaned. C. Where existing pipe is to be abandoned and removed, the Contractor shall not reuse the existing piping on this Project. Pipes that have been removed shall be removed from the Project site and disposed of by the Contractor at a permitted site. mei 3.02 VALVES INSTALLATION A. Exposed valves shall be installed in conformance to AWWA Standards C504 and C509, as applicable, except as specified herein. Valves shall be installed either vertically or horizontally in accordance with the drawings. Whenever possible, the valve operator shall be placed within reach for easy operation. B. Buried valves and boxes shall be installed in conformance to AWWA Standards C500 and C504, as applicable, except as specified herein. Valves shall be set with the operating nut vertically aligned in the center. Valves shall be set on a firm foundation and supported by tamping selected excavated material under and at the sides of the valve. B. Valve boxes shall be installed vertically, centered over the operating nut, and the elevation of the top shall be adjusted to conform with the finished surface of roadway or other surface at the completion of the contract. Boxes shall be adequately supported during backfilling to maintain vertical alignment. } 3.03 FIRE HYDRANTS „, A. Hydrants shall be set plumb with the invert of the pumper connection eighteen (18) inches above grade. The maximum number of allowable hydrant risers for each hydrant is 2. Unless the hydrant location is specifically indicated otherwise, it shall be located so that the center is not less than two (2) nor more than ten (10) feet from the back of the curb of the adjacent street, with the pumper connection facing the street, unless otherwise directed by the fire official. The connecting pipe will have the same depth of cover as the distribution mains. The base and back of the hydrant, opposite the pipe connection, shall be firmly blocked against the vertical face of the trench with cast-in-place concrete to prevent the hydrant from blowing off the line. If the character of the soil is such that in the opinion of the Authority the hydrant cannot be securely blocked, bridle rods and rod collars and/or a pipe type bracing shall be used. Bridle rods and rod collars shall not be less than three- ttii quarter (3/4) inch stock and shall be protected by a coat of bituminous paint. Not less than seven(7) cubic feet of broken stone shall be placed around the base of the hydrant to ensure drainage. The backfill around hydrants shall be thoroughly compacted to grade line. Hydrants and valves shall have the interiors cleaned of all foreign matter before installation. "'it Stuffing boxes shall be tightened and the hydrant or valve shall be inspected in open and closed positions, to see that all parts are in working condition (See Part VII, Figure W-4). N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 02640-6 4 Michie Tavern Water Main Replacement Project Valves,Hydrants and Appurtenances Albemarle County Service Authority vim Bags shall be tied securely over all fire hydrants as soon as they are installed. These bags shall not be removed until approved by the Authority. B. Fire hydrants shall be installed in areas where weep holes are above the prevailing groundwater table. Design elevations and the location of drainage structures shall be used to rr ensure the weep holes of the hydrant are not subject to groundwater immersion. If, during the course of construction, groundwater is observed in the trench, the fire hydrant shall be moved to higher ground and the separation between fire hydrants will be adjusted .. accordingly. If fire hydrants cannot be placed above groundwater, the weep holes shall be plugged and the hydrant shall be pumped dry. ..e 3.04 CONNECTION AT DISSIMILAR METALS A. Wherever pipes of dissimilar metals join, there shall be provided an insulating union, ,,. coupling or flange connector for corrosion control. Connectors shall include an approved type dielectric separator. Connectors shall be the product of Dresser Corporation, F. H. Maloney Company, Universal Controls Corporation, or equal. Stainless steel nuts, bolts, ,,,,, and washers shall be used at all places at which such dielectric separators are used. 3.05 TESTING ..r A. Valves shall be tested in conjunction with the testing of the pressure pipe as specified in Section 02630. Operation of valves shall be demonstrated and deemed satisfactory to the Owner and Engineer in all respects. No hydrostatic pressure of the pressure pipe shall be made against closed valves. The Contractor shall furnish suitable spool pieces, fittings, blind flanges, plugs or appurtenances as required for all valves. ma END OF SECTION OW OW OW OWN IWO Ma NOW N:\46480-011\Engineering\Specs\100%Sub\02640.docx August 2015 02640-7 rot a 9 j [THIS PAGE INTENTIONALLY LEFT BLANK] Q S 4 Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority am SECTION 02665 HIGH DENSITY POLYETHYLENE (HDPE) PIPE PART 1 —GENERAL 1.01 DESCRIPTION The Contractor shall furnish all labor and provide all materials and equipment necessary ""' for the complete and satisfactory installation of all HDPE pipe for the horizontal directional drill locations, fittings and appurtenances to the lines, grades and elevations shown on the Contract Drawings and as specified herein. 1.02 REFERENCES A. American Water Works Association(AWWA) C906 for Polyethylene (PE) Pressure Pipe and Fittings, 4 in. through 63 in. for Water Distribution. — B. ASTM D1248 - Specification for Polyethylene Plastics Molding and Extrusion Materials. "" C. ASTM D1505 - Test Method for Density of Plastics by the Density-Gradient Technique. "" D. ASTM D1598 - Test Method for Time-to-Failure of Plastic Pipe Under Constant Internal Pressure ""' E. ASTM D1599 - Test Method for Short-Time Hydraulic Failure Pressure of Plastics Pipe, Tubing. and Fittings. ii. F. ASTM D2290 - Test Method for Apparent Tensile Strength of Ring or Tubular Plastics and Reinforced Plastics by Split Disk Method. `" G. ASTM D2657 – Standard Practice for Heat Fusion Joints of Polyolefin Pipe and Fittings. . H. ASTM D3261 - Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing. "' I. ASTM D3350 - Standard Specification for Polyethylene (PE) Plastics Pipe and Fittings Materials. +r N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-1 Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority J. ASTM F714 - Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter. rr� K. PPI TR-3 - Policies and Procedures for Developing Recommended Hydrostatic Design Stresses for Thermoplastic Pipe Material. rid 1.03 SUBMITTALS Shop drawings, shall be submitted for items specified herein as specified under General Conditions. Shop drawings shall be submitted for, but not limited to, the following materials, and shall include the following information: A. All pipe and fittings: Product information and dimensions; DR, pressure class and operating pressure rating; storage, handling and installation recommendations, manufacturer's recommended testing procedures, and jointing methods and procedures. B. MJ and HDPE adapters for connecting the different pipe materials shown on the drawings; for connecting pipes with different outside diameters; or for connecting pipes, fittings or valves with different end conditions. C. Pipe spacers for supporting the carrier pipe in the casing pipe. D. Thrust collar and transition coupling to be designed as shown on the Drawings and as specified. E. Butt Fusion: Make and model of butt fusion equipment; qualifications of fusion operator; documentation of temperature and pressure profiles from data logger for each butt fusion joint. ari F. An affidavit of compliance with AWWA standard C906. G. Certificates of Compliance and certified test results shall be submitted for all pipe via and fittings stating the item supplied is in accordance with the requirements specified herein. H. Other items to be used in the work that is not specifically identified above shall be subject to shop drawing review at the option of the Owner. rri 1.04 QUALIFICATIONS A. Provide HDPE pipe from a manufacturer with proven manufacturing and quality control facilities capable of producing and assuring the quality of the pipe required by these specifications. Source must be approved by the Engineer. N:\46480-01 1\Engineering\Specs\100%Sub\02665.doc August 2015 02665-2 I Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority .. B. HDPE pipe manufacturer's production and quality assurance facilities shall be open and available for inspection by the Owner and their authorized representatives. glill 1.05 QUALITY ASSURANCE .. A. The Engineer will inspect all materials before, during and after installation to ensure compliance with these Contract Documents. When specific material tests are called for in the referenced standards and specifications, the Owner shall have °i. the option of requiring that any or all of these tests be performed on materials furnished for a specified project. B. The Contractor shall schedule all tests with the Engineer at least 48 hours in advance, and shall conduct all acceptance testing in the presence of the Engineer. C. The Contractor shall submit a testing plan to the Engineer and the ACSA for review and approval prior to any testing. Ole D. If the piping or any section or component thereof fails the tests and/or inspection, the Contractor shall, at his own expense, repair and replace any defective component and re-test until all requirements are met. E. Field Tests 0. 1. After installation, the Engineer will initially inspect all piping and shall be Contractor tested for compliance with these Specifications. The Contractor shall furnish all labor, tools, materials, water, and equipment, including pumps, compressors, stopwatch, gauges, and meters, for testing in accordance with these specifications. ""' 2. All required testing will be witnessed by the Owner or the Owner's representative. 1.06 DELIVERY, STORAGE AND HANDLING: A. Each piece of pipe and fitting shall be clearly marked to indicate DR. B. Pipe and fittings shall be handled and stored in accordance with the manufacturer's requirements and those of this specification. C. The pipe manufacturer shall package products for shipment in a manner suitable for safe transport on commercial carriers. When delivered, a receiving inspection Mb shall be performed by the Contractor, and any shipping damage reported immediately to the Owner and to the pipe and fitting manufacturer. Damaged pipe may be rejected by the Owner. Field repairs of pipe and fittings are not permitted, an with the exception that portions of damaged straight pipe may be cut off,provided ® N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-3 1 Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority this alteration does not affect the lay schedule and is in accordance with the manufacturer's established procedures. D. Inspect materials delivered to site for damage; store with minimum of handling. Store plastic piping, jointing materials and rubber gaskets out of direct sunlight, under cover. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris. E. Handle pipe, fittings, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. Carry, do not drag pipe to trench. Use canvas or nylon straps to move pipe. The use of chains to move or carry pipes shall not be allowed. "'i PART 2 -PRODUCTS mil 2.01 GENERAL All pipe and fittings shall be new, of the sizes indicated on the drawings or specified. i01� 2.02 PIPE SCHEDULE Service Pipe material Installation R High Density Polyethylene DRaii - 16" Casing Pipe 11 (DIPS) Horizontal Directional Pressure Class= 160 psi Drill(HDD) ASTM 3350-05 AWWA C906 High Density Polyethylene DR- 6"Water Main 9 (DIPS) Inside HDD Casing Pressure Class=200 psi Pipe with Spacers ASTM 3350-05 AWWA C906 mil Notes: 1. DIPS (Ductile Iron Pipe Size) 2. 16" and 6"OD is nominal size 2.03 HIGH DENSITY POLYETHYLENE (HDPE) PRESSURE PIPE AND FITTINGS rl A. HPDE pipe and fittings shall be supplied in accordance with AWWA C-906-99, or the latest version thereof All pipes shall be suitable for use as pressure conduits, and per AWWA C901, have nominal burst values of three times the Working Pressure Rating (WPR) of the pipe. al N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-4 Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority r. B. All HDPE pipe and fittings shall be PE4710. The pipe shall conform to ASTM 3350-05 with a cell classification of 445474C. All HDPE pipe shall be DriscoPlex series 4000, "or equal,"where Ductile Iron Pipe Sizes (DIPS) are required. C. The pipe, fittings and specials shall be from the same manufacturer. All fittings and specials shall have the same pressure rating as the pipe. F. All pipe and fittings joints shall be fully restrained from movement due to thermal expansion/contraction forces. G. The Contractor shall be permitted to arc the pipe in lieu of utilizing fittings for "•' bends. The minimum bending radius and other pipe installation requirements shall be as specified in PART 3, EXECUTION, of this specification. H. Pipe and fittings shall be manufactured from identical material. The manufacturer shall provide certification that samples of the manufacturer's production pipe have been tested in-house, in accordance with ASTM D 2837, and validated in accordance with the latest revision of PPI TR-3. Under these procedures, the minimum hydrostatic design basis shall be certified by the manufacturer to be 1600 psi at 73.4°F and 800 psi at 140°F. I. Pipe and fittings shall be butt fusible at 440°F or 500°F, and shall be socket or sidewall fusible at 500°F. J. All HDPE fittings shall be of the type indicated on the drawings or specified. They shall be of the same material and fully pressure rated to meet or exceed the pressure rating of the pipe. K. All pipe and fittings shall be designed to withstand the stresses created by the maximum internal pressure and the earth backfill load resulting from the ground over the pipe as shown on the plans, plus a single H-20 truckload, with impact, in accordance with AASHTO Specifications, all acting simultaneously. L. Butt fusion fittings shall comply with ASTM D3261 requirements. S. ,.. S. N:\46480-011\Engineering\.Specs\100%Sub\02665.doc August 2015 02665-5 r Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority rr� M. Provide butt fused HDPE by PVC Flanged adapters and blind flanges on both ends of the pipe for hydrostatic testing prior to and following installation. HDPE by PVC Flanged adapters shall be fabricated as required to transition between the HDPE pipe and the PVC pipe. 2.04 MECHANICAL JOINT/HDPE ADAPTER A. HDPE mechanical joint adapters for making connections to mechanical joint fittings and valves shall be acceptable. The adapter shall provide for a restrained al joint. The adapter shall be suitable for connecting HDPE to any ANSI/AWWA C153 ductile iron fitting and comply with AWWA C906. Flanged and Mechanical Joint Adapters shall have a manufacturing standard of ASTM D3261. Fittings shall wt have a pressure rating equal to the pipe unless otherwise specified on the plans. The Mechanical Joint Adaptor shall be as manufactured by Independent Pipe Products "or equal." All HDPE mechanical joint adaptors shall be supplied with a T-304 Stainless Steel stiffener for the pipe to joint connection. B. Mechanical couplings shall not be permitted to join HDPE to HDPE. el 2.05 THRUST COLLAR AND TRANSITION COUPLING mi The Contractor shall also provide thrust collars and transition adaptors immediately prior to transitions from HDPE to PVC to resist thermal expansion and contraction. SII 1. Minimum collar OD shall be pipe OD plus 6 inches. 2. Minimum thickness 1.5 inches 3. Machine weld integrally with HDPE pipe, with collar capable of developing W 100 percent of the tensile strength of the pipe. 4. Provide where shown on the Drawings. ri 2.06 PIPE SPACERS Approved manufacturers shall have a minimum 5 years of fabricating pipe spacers in the United States. Pipe spacers shall be stainless steel, model CCS, 8"wide spacers manufactured by the Cascade Waterworks Manufacturing Company or approved equal. A. Position Spacers must provide the ability to position the carrier pipe within the rti casing/tunnel using one of the basic centering positions described below, and in accordance with the requirements of the Standard Detail and Contract Documents: 1. Standard Centering: Places spacers at the bottom of the casing/tunnel but provides no restraint against movement caused from flotation or surge pressure buckling. N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-6 NMI Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority 2. Standard Restrained Centering: Places spacers at the bottom of the casing/tunnel and provides restraint against movement. 3. Concentric Centering: Places spacers at the center of the casing/tunnel and provides restraint against movement. Spacers must be capable of grade adjustment: 1. To allow for design flexibility. 2. To position a water main to its required grade alignment within a casing/tunnel of a different grade alignment. 3. To maintain the required carrier pipe grade alignment by adjusting for irregularities in the casing/tunnel alignment. The carrier pipe must be able to slide into the casing/tunnel with minimum pushing force. The bearing surfaces or runners of the spacers must have high resistance to wear and abrasion, high impact strength, low deflection under compression, and a low coefficient of friction, so they will glide over rough spots, deflections, ridges, or uneven surfaces. SIM B. Support The first spacer shall be placed not more than 2 feet from each end of the casing/tunnel. Spacer width and subsequent placement intervals shall be to maintain joint stability during and after installation, to maintain the height of separation between carrier and casing/tunnel, and to maintain the required grade adjustments, and shall be in accordance with the manufacturer's recommendations and specifications, depending on the support required for the carrier pipe diameter, type, live load or weight, and pipe stiffness or rigidity. In no case, however, shall there be less than 3 spacers per pipe length. C. Components and Materials Spacer components may consist of a shell, risers, fasteners, liners, and runners. Materials may be T-304 Stainless Steel, Carbon Steel, PVC, injection molded high density virgin polyethylene, or an ultra high molecular weight polymer. Runners should be securely attached mechanically to riser support structures at MIN appropriate positions to properly support the carrier pipe. +r N:\46480-011\Engineering\SpecsA 00%Sub\02665.doc August 2015 02665-7 WOW Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority 2.07 TUNNEL END SEALS S Approved manufacturers shall have a minimum 5 years of fabricating tunnel end seals in the United States. Manufacturers shall be Advance Products & Systems, Inc.: Model AC or approved equal. 2.08 SOURCE QUALITY CONTROL A. Materials 1. Incoming polyethylene materials shall have been inspected and certified by the resin supplier for density per ASTM D1505, melt rate per ASTM D1248, and ori containment. These certifications shall be verified by the HDPE pipe manufacturer, and one sample per rail car or truckload of resin shall be tested for verification prior to processing into finished pipe or fittings. ei 2. Outgoing materials shall be inspected by the pipe manufacturer for diameter, wall thickness, length, straightness, out-of-roundness, concentricity, toe-in, inside and outside surface finish, markings, and end cut. The pipe manufacturer shall perform rri tests of density, melt flow rate, carbon content, and carbon dispersion. Representative samples of the pipe provided shall be tested for hoop tensile strength and ductility by either quick burst per ASTM D1599 or ring tensile per ASTM S D2290. B. Equipment .i 1. Each extrusion line and molding machine shall be qualified to produce pressure rated products by taking representative production samples and performing sustained pressure tests in accordance with ASTM D1598. so C. Quality Control Program 1. The pipe and fitting manufacturer shall maintain permanent Quality Control (QC) and Quality Assurance (QA) records. Certified copies of the quality control data taken during product manufacture shall be supplied to the Owner upon request. .ri PART 3 - EXECUTION 3.01 INSTALLATION A. Install HDPE pipe as shown on the Plans and specified herein. B. Contractor shall adhere to the manufacturer's recommended installation procedures. C. All pipe shall be thoroughly cleaned before they are laid and shall be kept clean until the acceptance of the completed work. The open ends of all pipelines shall be covered to keep dirt and other substances from entering. The cover shall be kept in the end of the pipelines at all times when laying is not in progress. N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-8 Ili Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority D. The pipe shall be cut in accordance with the manufacturer's recommended procedures. Cuts shall be completed in a neat and workmanlike manner without damage to the pipe so as to have a smooth end at right angles to the axis of the pipe. MIN E. Tracer Wire shall be in accordance with Section 02640 — Valves, Hydrants and Appurtenances. Ulf 3.02 HDPE PIPING AND FITTINGS A. The minimum allowable bending radii shall be as determined by the manufacturer's recommendations. Bends in PE pipe shall not be permitted to occur closer than 10 diameters from any fitting or valve. Bending of coiled pipe against the coil shall not go beyond straight. Polyethylene pipe that becomes kinked during handling or .. installation shall not be used, and care should be taken to ensure that kinking does not develop after installation. MINN B. The Contractor shall demonstrate to the full satisfaction of the Owner that his personnel are adequately skilled in making the joints specified, prior to installation of any piping. C. Field cutting and fusion bonding of HDPE pipe and fittings shall be done in accordance with the manufacturers recommended procedures. D. Joints shall be made either pipe end to pipe end, pipe end to fitting, or between a saddle fitting and pipe by heat-fusion methods. These methods involve preparation of surfaces, heating of the surfaces to proper fusion temperatures, and bringing the surfaces together in a prescribed manner to effect the fusion bond as described in ASTM D2657-97 and in strict accordance with the pipe manufacturer's recommendations. Special tools to provide proper heat and alignment shall be used for heat-fusion connections. Detailed written procedures and visual aids provided by the pipe manufacturer shall be supplied to the Engineer prior to heat fusing any pipe. The information shall include specific recommendations for time, temperature, and pressure required to make the joint as well as criteria used to evaluate the quality of a fusion bonded joint. All welds will be made using a Data "' Logger to record temperature and fusion pressure. A graphic representation of the fusion cycle shall be part of the Quality Control records. E. Joints between plain end pipes and pipe fittings shall be made by butt fusion when possible. Electro-fusion or extrusion welding may be utilized for bonding of thrust restraining devices. F. The on-site welder making the joints (butt fusion, electro-fusion, or extrusion) shall have a written training certification from the fitting and/or pipe manufacturer N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-9 rr Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority indicating their qualifications to perform the required welds. Welds shall be performed in accordance with the manufacturer's recommendations. G. HDPE to PVC Flanged Adapter 1. Bolt holes in the HDPE Flange shall match the bolt holes in ductile iron fitting that it is to be connected to, as shown on the Plans. Clean bolts and nuts by wire brushing. Lubricate bolts with vegetable based oil only. 2. Insert nuts and bolts, finger tighten, and progressively tighten diametrically opposite bolts uniformly around the flange to the proper tension. 3. Execute care when tightening joints to prevent undue strain upon adjoining pipe. N 4. If the joint leaks under pressure, loosen or remove nuts and bolts, reset or replace the gasket, reinstall or retighten bolts and nuts, and retest the joints. Completed joints shall be watertight. 5. Check bolt torque after 24 hours to insure that stress relief has not occurred. 3.03 INSPECTION "'i A. Testing of all HDPE water mains shall be in accordance with Section 02630—Testing of Water Mains. Upon acceptance of final hydrostatic testing the line shall be connected to the existing water main in accordance with the details shown on the Plans. B. All pipe shall be visually inspected for gouges after welding into a pipe string, but prior to commencement of installation. Gouges in excess of 10% of the published pipe wall thickness are not acceptable. In areas where gouges in excess of 10% of the published pipe wall thickness are present, the affected pipe section shall be cut out and the • remaining pipe butt fused to make a continuous section. C. The integrity of the heating plate in the fusion equipment shall be checked a minimum of twice per each 8 hour work shift for temperature uniformity. D. Manufacturer's Field Service: 1. The Contractor shall, at no additional cost to the Owner, arrange for the pipe manufacturer's field representative to be on-site during installation of HDPE to oversee the installation of five (5) butt fusion joints for each work crew installing this type of joint. 4 4 3.04 BUTT FUSION TESTING When requested by an inspector, butt fusion testing will be performed. The test fusion shall be allowed to cool completely, and then fusion test straps shall be cut out. The test strap shall be 12 inches (min) or 30 times the wall thickness in length with the fusion in the center and 1 inches (min) or 1.5 times the wall thickness in width. Bend the test strap N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 N 02665-10 kW Michie Tavern Water Main Replacement Project High Density Polyethylene Pipe Albemarle County Service Authority NO until the ends of the strap touch. If the fusion fails at the joint, a new test fusion shall be made, cooled completely and tested. 41101 MO 3.05 INSTALLATION OF CARRIER PIPE 'OW There shall be no direct contact between carrier pipe and casing pipe. Carrier pipe spacers shall be installed and spaced in accordance with the manufacturer's recommendations, and shall meet the requirements of PART 2 - PRODUCTS. .. Install and test restrained joint carrier pipe as specified in its respective Sections of this Specification and as shown on the Contract Documents. The carrier pipe shall extend a WWI maximum of two (2) feet beyond each end of the tunnel to the first joint. Provide concrete or compacted stone cradle or haunch under carrier pipe extension, in accordance with the details on the Contract Documents. .. 3.06 CASING PIPE FILL um The annular space between the carrier pipe and the tunnel casing shall not be filled with grout, gravel pack, or concrete. END OF SECTION .. AM SIMI UM .. OW MY .W N:\46480-011\Engineering\Specs\100%Sub\02665.doc August 2015 02665-11 .r. oil el [THIS PAGE INTENTIONALLY LEFT BLANK] MOW Michie Tavern Water Main Replacement Project Albemarle County Service Authority Fine Grading and Seeding " . SECTION 02930 FINE GRADING AND SEEDING •• PART 1 - GENERAL 1.01 SCOPE OF WORK A. This section includes seeding as required for restoration and restabilization of disturbed areas, and seeding outside of disturbed areas as directed by the Engineer, including preparation of seed, fertilizer, lime, and mulch, in accordance with the Contract Documents. 1.02 SUBMITTALS A. Submit certificates of compliance before delivery of materials for the following items: 1. Topsoil, seed, fertilizer, lime and mulch. 1.03 CONSTRUCTION CRITERIA A. Unless otherwise indicated, provide temporary and permanent seed on those disturbed areas which supported a previously established stand of turf on slopes 3:1 and steeper, and where directed by the Engineer. Provide seeding on all other disturbed and filled areas. limo 1.04 REGULATIONS A. The Virginia Erosion and Sediment Control Handbook shall govern material and construction methods, unless otherwise specified. B. Horticultural methods and standards as to size and quality shall conform to "USA ® Standard for Nursery Stock" of the American Association of Nurserymen, 1990 Edition. C. Payment for all fine grading and seeding required as restoration or stabilization shall be paid for as incidental work of the appropriate pay item. Fine grading and seeding as directed by the Engineer, outside the disturbed limits shall be paid for at a price per square yard to be negotiated with the Contractor at the time the work is directed. PART 2 -PRODUCTS 2.01 TOPSOIL sow N:\46480-011\Engineering\Specs\100%Sub\02930.docx August 2015 02930-1 .r Michie Tavern Water Main Replacement Project Albemarle County Service Authority Fine Grading and Seeding A. Topsoil shall consist of fertile, agricultural soil capable of sustaining vigorous plant growth. It shall contain not less than 1-1/2 percent organic matter as determined by MSHA standard method of testing and shall have a pH value between 6.0 and 7.6. 1. Topsoil shall be free of roots, rubbish and other objectionable materials such as Bermuda Grass, Johnson Grass, Canada Thistle, Quack Grass, Poison Ivy and any material harmful to plant growth. Topsoil shall provide sufficient pore space to permit adequate root penetration. B. Topsoil shall meet the following analysis as determined by the standard hydrometer test. Sand, silt, and clay are as defined in AASHTO M146. rrl Min. Percent Max. Present Sand- 30% 50% Silt - 30% 50% Clay- 5% 20% Humus - 3% 5% C. Topsoil shall be used where indicated. D. Materials available on site which meet the specified requirements may be utilized with the permission of the Engineer. '+d 2.02 TURF SEED A. Grass seed shall be Mix No. 1 in accordance with Table 1.66a of the Virginia Erosion and Sediment Control Handbook. The exact mixture ratio may vary according to the discretion of the Contractor. No seed or seed additives shall be supplied by anyone other than the Contractor. Seed which has become wet, moldy or otherwise damaged prior to seeding will not be acceptable. 2.03 FERTILIZER A. Fertilizer shall be uniform in composition, free flowing and delivered to the site fully 'ri labeled according to applicable state fertilizer laws and shall bear the name trade name or trademark and warranty of the producer. B. The Contractor may submit soil samples to an approved soils testing laboratory for fertilizing recommendations. Recommendations shall be submitted to and approved by era the Engineer before implementation. C. Otherwise, fertilize at the following rates: 1. Temporary Turf Seeding: N:\46480-011\Engineering\Specs\100%Sub\02930.docx August 2015 02930-2 Michie Tavern Water Main Replacement Project Albemarle County Service Authority Fine Grading and Seeding a. Supply 10-20-10 fertilizer, or the equivalent, at the rate of 1000 pounds per acre or 23 pounds per 1,000 square feet. 2. Permanent Turf Seeding: •• a. Supply 1000 pounds of 10-20-10 fertilizer per acre with limestone. Immediately prior to seeding, supply 400 pounds of 38-0-0 ureaform. INN 2.04 LIME A. Lime shall be ground limestone containing at least 50 percent total oxides (calcium oxide plus magnesium oxide). Limestone shall be ground to a fineness that at least 50 percent will pass through a 100 mesh sieve and 98 percent will pass through a 20 mesh sieve. B. Supply 70 pounds per 1,000 square feet (1-1/2 tons per acre) on sandy and silty soils or 100 pounds per 1,000 square feet (2.3 tons per acre) on clay or clay loam soils. 2.05 MULCH A. Mulch for protection of permanent seeding shall conform to the following requirements: 1. Clean, weed free, unrotted straw (not less than 48 hours after mowing) shall be applied at a rate of not less than 70 pounds per 1,000 square feet (1 1/2 tons per acre) and shall be anchored with: mulch anchoring tool (flat slopes), mulch nettings, cut back and emulsified asphalt (five gallons per 1,000 square feet), Curasal (5 gallons per 1,000 square feet) Tera Tack II (20 gallons per 1,000 square feet), or Petroset (manufacturer's recommendations). On slopes 8 feet or more high, the rate of liquid binders shall be increased by 60%. 2. Mulch nettings,jute or excelsior blanket. swir B. Mulch utilized as temporary protection and stabilization shall conform to the above materials requirements. Rate of application shall be as directed by the Engineer. Stone mulch will be permitted at the option of the Engineer. C. Use either straw or cellulose wood fiber for landscaping. PART 3 -EXECUTION 3.01 PERMANENT SEEDING A. Harrow, disc, or otherwise loosen subsoil to a depth of four inches. Spread topsoil evenly over prepared subsoil to the following depths: 1. Slopes 3:1 or steeper, two inches after compaction. r N:\46480-011\Engineering\Specs\100%Sub\02930.docx August 2015 02930-3 rr Michie Tavern Water Main Replacement Project Albemarle County Service Authority Fine Grading and Seeding 2. Slopes flatter than 3:1, four inches after compaction. B. Remove objectionable material such as stones, 1-1/2 inches or larger, clods, brush, roots, and trash from the top four inches of soil. C. Apply lime and fertilizer at the rates specified in "PRODUCTS", and thoroughly mix into the top six inches. Scarify the area and rake until the surface is leveled to provide a maximum of two inches in variation, and the soil is friable and of uniform fine texture. rri D. Immediately prior to seeding apply additional fertilizer at the rates specified in "PRODUCTS", and work into the top two inches of the soil. E. Perform harrowing, discing, scarifying, and raking on the contour of slopes steeper than 3:1. F. Moisten seedbed during periods of high temperatures and when directed by the Engineer. G. Apply seed mixture uniformly with mechanical power driven seeders, mechanical cyclone hand seeders or hydroseeding equipment. (Slurry for hydroseeder may contain seed and fertilizer only). H. Culipack or roll one inch into soil in floodplain areas. Rake, roll or drag the seedbed in all other areas, if hydroseeder or cyclone seeder is used. ai I. Apply mulch, immediately after seeding, at the rates specified in"PRODUCTS". J. Anchor mulch as specified. 3.02 TEMPORARY SEEDING ori A. Loosen top two inches of seedbed. B. Apply lime and fertilizer at the rates specified in "PRODUCTS". C. Moisten seedbed during period of high temperature and when directed by the Engineer. D. Apply seed mixture uniformly with mechanical power drawn seeders, mechanical ei cyclone hand seeders or hydroseeding equipment. (Slurry for hydroseeder may contain seed and fertilizer only). E. Cultipack or roll seed one inch into soil in floodplain areas. Rake, or drag seedbed in all other areas, if hydroseeder or cyclone seeder is used. F. Apply mulch, immediately after seeding, at the rates specified in"PRODUCTS". G. Anchor mulch as specified. N:\46480-011\Engineering\Specs\100%Sub\02930.docx August 2015 02930-4 Michie Tavern Water Main Replacement Project Albemarle County Service Authority Fine Grading and Seeding 3.03 MULCH ONLY A. Perform grading as required. Place and anchor mulch only at the rates specified in "materials" where indicated and where directed by the Engineer. 3.04 TIME RESTRICTIONS ... A. When permanent seeding is specified or directed, and seeding is not allowed because of time restrictions specified in "PRODUCTS", utilize one or more of the following methods to prevent erosion and sedimentation until such time as permanent seeding is ... allowed: 1. Place and anchor straw mulch or wood chips. 2. Apply temporary seeding. 3. Prepare soil as for permanent seeding and then mulch as specified; overseed during next seasonal seeding period. 4. Provide other erosion control measures acceptable to the Engineer and the sediment control inspector. 5. Remove straw or wood chips used as temporary mulch or work into subsoil to a minimum depth of six inches prior to initiation of permanent seeding application. 3.05 MAINTENANCE OF SEEDED AREAS 611110 A. Maintain seeded areas until receipt of final acceptance. B. Water seeded areas as necessary to maintain adequate moisture in the upper four inches of soil and keep mowed to a height of two to three inches; do not remove more than 1/3 of the grass leaf during initial mowing. Do not mow until seed is firmly established. C. Inspect seeded areas for failures and necessary repairs. D. Provide replacements during the specified planting seasons. E. If turf grass stand is inadequate as determined by the Engineer, overseed and fertilize "' using half of the rates originally applied. F. If turf grass stand is over 60 percent damaged during a period of one year after final acceptance, as determined by the Engineer, reestablish following original seeding requirements. END OF SECTION N:\46480-011\Engineering\Specs\100%Sub\02930.docx August 2015 02930-5 [THIS PAGE INTENTIONALLY LEFT BLANK] oil it sii uri d OW MIN MIMI NNW Mil ON .r. WIN Appendix A Michie Tavern Water Main—Geotechnical Data (For Informational Purposes Only) NMI OW MOW 1111111 WI MP OUP MO "' SINCE FROEHLING Sc ROBERTSON, INC. Engineering Stability Since 1881 Ma r8ilz 6181 Rockfish Gap Turnpike Crozet,Virginia 22932-3330 T 434.823.5154 I F 434.823.4764 w 1881 F&R Record Number 71S0209G November 26, 2014 Mr. Charles Luck, P.E. CLuck@wrallp.com Whitman, Requardt&Associates, LLP ... 9030 Stony Point Parkway,Suite 220 Richmond,Virginia 23235 ,.., Re: Michie Tavern Waterline Albemarle Co.,Virginia ,,,. Dear Mr. Luck: F&R has completed the requested limited subsurface exploration for the referenced project site in ... accordance with F&R Proposal No. 1571-0192G dated October 17, 2014. F&R's understanding of the project was developed from our email and telephone correspondence with you, including our review of the electronically provided "F&R Borings Proposal Request" letter dated 10/10/14, and the Boring s"' location Plan and Preliminary Water Main Profile Sheet, dated September, 2014. Project Information a. It is understood that WR&A is designing the replacement of the water main that services Michie Tavern for the Albemarle County Service Authority. The proposed line will extend from the northern end of the WM Stultz Center parking lot, across Scottville Road (US Route 20), along the east side of Hart Road, and into the old Piedmont Sanitarium compound. ... Exploration Procedures The exploration program was performed between the dates of November 5 and 20, 2014, and consisted OM of 3 soil test borings designated SB-1 through SB-3, and 12 auger probe borings designated RP-1 through RP-12. The auger probe borings (i.e. no sampling)were drilled to a planned depth of 7 feet below existing grades. The soil test borings were drilled using an auger until encountering bedrock materials and then N. advanced by rock coring until terminated at the direction of Whitman Requart. The locations of the borings are shown on the attached Boring Location Plan. The planned boring locations were determined .. and staked in the field by F&R by measuring from existing site features such as tree lines, open paths, roads, etc. Surface elevations at the boring locations were estimated to the nearest foot from the topography indicated on the provided site plans. In consideration of the methods used in their — determination, the test boring locations shown on the attached boring location plan and the elevations shown on the boring logs should be considered approximate. ... Corporate HQ: 3015 Dumbarton Road Richmond,Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com 'M VIRGINIA• NORTH CAROLINA• SOUTH CAROLINA• MARYLAND• DISTRICT OF COLUMBIA A Minority-Owned Business r rrl r$,R The test borings were performed in accordance with generally accepted practice using a track-mounted CME-55 rotary drill rig equipped with an automatic hammer. Our drill crew conducted standard penetration testing and representative split-spoon soil sampling at pre-selected depth intervals in general accordance with ASTM D 1586. Subsurface water level readings were taken in each of the borings immediately upon completion of the drilling process. Upon completion of drilling, the boreholes were backfilled with auger cuttings (soil). Periodic observation of the boreholes should be performed to monitor subsidence at the ground surface, as the borehole backfill could settle over time. A further explanation of standard test boring methods is attached. Representative bulk soil samples being subjected to Water Content (ASTM D 2216), #200 Sieve Wash (ASTM D 1140),and Atterberg Limits(ASTM D 4318)testing to substantiate the visual classifications. Exploration Results ■f The subsurface conditions discussed in the following paragraphs and those shown on the attached Boring Logs represent an estimate of the subsurface conditions based on interpretation of the boring data using normally accepted geotechnical engineering judgments. The transitions between different soil strata are usually less distinct than those shown on the boring logs. Sometimes the relatively small sample obtained in the field is insufficient to definitively describe the origin of the subsurface material. In these cases, we mi qualify our origin descriptions with "possible" before the word describing the material's origin (i.e. possible fill, etc.). Although individual soil test borings are representative of the subsurface conditions at the boring locations on the dates shown, they are not necessarily indicative of subsurface conditions at other locations or at other times. Below the existing ground surface, the borings generally encountered surficial materials (i.e. asphalt or topsoil), fill materials, residual soils, soft weathered rock, and bedrock. Each auger probe boring, RP-1 through RP-12, was drilled to be planned depth of 7 feet and auger refusal materials were not encountered. Soils borings SB-1 through SB-3 were drilled to auger refusal depths varying between 12 feet to 32 feet below existing grades. Rock coring was performed at each soil boring location in 5 foot sections at the direction of Whitman Requart. Data from the specific soil test borings is shown on the attached Boring Logs. U 3 vid I. Whitman Requart&Associates Michie Tavern Waterline—Albemarle County, VA 7150209 2 November 26,2014 w. rslz Closing F&R appreciates the opportunity to provide geotechnical services on this project. If you have any further questions concerning the information contained in this letter, or if we can be of further assistance to you, 111. please contact us. WIN Respectfully yours, FROEHLING &ROBERTSON, INC. ONO cok" r .END A•N t.. QUIRK Lie.No.050602 2/ X/� r.. Brendan L.Quirk,P.E. John L. Pappas, P.E. Geotechnical Engineer Senior Engineer Attachments: Standard Test Boring Methods Key to Boring Log Soil Classification Unified Soil Classification System Site Location Plan meiBoring Location Plan Boring Logs r rr r Whitman Requart&Associates Michie Tavern Waterline—Albemarle County, VA 7150209 3 November26,2014 SINCE r8,• ,Na, STANDARD TEST BORING METHODS The test borings were performed in accordance with generally accepted practice using a CME-55 rotary drill rig. Hollow-stem augers were advanced to pre-selected depths, the center plug was removed, and representative soil samples were recovered with a standard split-spoon sampler (1.375 in. ID, 2.0 in. OD) in general accordance with ASTM D 1586, the Standard Penetration Test. In this test, a weight of 140 pounds is freely dropped from a height of 30 inches to drive the sampler into the soil. The number of blows required to drive the sampler three consecutive 6-inch increments is recorded, and the blows of the last two increments are added to obtain the Standard Penetration Resistance (N-value). The N-value is a measure of in-situ soil conditions aii and has been correlated with certain engineering properties of soils. ai In some soils it is not always practical to drive a split-spoon sampler the full three consecutive 6- inch increments. Whenever more than fifty blows are required to drive the sampler over a 6-inch increment, or the sampler is observed not to penetrate after ten blows, the condition is called split-spoon refusal. Split-spoon refusal conditions may occur because of obstructions or because the earth materials being tested are very dense or very hard. When split-spoon refusal occurs, often little or no sample is recovered. The SPT N-value for split-spoon refusal conditions is fri typically estimated as greater than 100 blows per foot (bpf). Where the sampler is observed not to penetrate after 10 blows, the N-value is reported as 10/0. Otherwise, the depth of penetration after 50 blows is reported in inches, i.e. 50/5, 50/2, etc. The test borings were advanced through the soil overburden by soil drilling procedures to planned boring termination depths or to auger refusal, whichever occurred first. Water level readings were taken in the borings immediately upon completion, and the holes were backfilled with auger cuttings. rri Representative portions of the split-spoon soil samples obtained throughout the exploration program were placed in glass jars and transported to our laboratory. In the laboratory, the soil samples were evaluated by a member of our professional staff in general accordance with techniques outlined in the visual-manual identification procedure (ASTM D 2488) and the Unified Soil Classification System. The soil descriptions and classifications discussed in this troi report and shown on the attached boring logs are based on visual observation and should be considered approximate. Split-spoon soil samples recovered on this project will be stored at F&R's office for a period of sixty days. After sixty days, the samples will be discarded unless prior notification is provided ei to us in writing. rill f&R KEY TO BORING LOG SOIL CLASSIFICATION Particle Size and Proportion Verbal descriptions are assigned to each soil sample or stratum based on estimates of the particle size of each component of the soil and the percentage of each component of the soil. Particle Size Proportion Descriptive Terms Descriptive Terms Soil Component Particle Size Component Teiut Percentage Boulder > 12 inch Major Uppercase Letters >50% Cobble 3 — 12 inch (e.g., SAND, CLAY) Gravel-Coarse 3/4 - 3 inch -Fine #4—3/4 inch Secondary Adjective 20%-50% Sand-Coarse #10 - tt'l (e.g. sandy, clayey) -Medium #40 -#10 -Fine #200 -It/10 Minor Some 15%-25% Silt(non-cohesive) <#200 Little 5%-15% Clay(cohesive) <#200 Trace 0%-5% Notes: 1.Particle size is designated by U.S. Standard Sieve Sizes 2. Because of the small size of the split spoon sampler relative to the size of gravel, the true percentage of gravel may not be accurately estimated. Density or Consistency The standard penetration resistance values (N-values are used to describe the density of coarse-grained soils (GRAVEL, SAND) or the consistency of fine-grained soils (SILT, CLAY). Sandy silts of very low plasticity may be assigned a density instead of a consistency. DENSITY CONSISTENCY • Term N-Value Term N-Value Very Loose 0—4 Very Soft 0— 1 Loose 5 — 10 Soft 2—4 Medium-Dense 11 —30 Medium Stiff 5 —8 Dense 31 —50 Stiff 9— 15 Very Dense >50 Very Stiff 16—30 Hard >30 Notes: 1. The N-value is the number of blows of a 140 lb.hammer freely falling 30 inches required to drive a standard split- spoon sampler(2.0 in.O.D., 1-3/8 in.I.D.) 12 inches into the soil after properly seating the sampler 6 inches. ... 2. When encountered, gravel may increase the N-value of the standard penetration test and may not accurately represent the in-situ density or consistency of the soil sampled. ION rr I ii :, R •., UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) "ii Major Divisions Group Typical Names Laboratory Classification Criteria Symbols ,aoy a Well-graded gravels, gravel-sand C�D6o/Dio greater than 4; w GW mixtures,little or no fines a C (D3o)2I(Diox Do)between 1 and 3 3 ili • a4 N T 4 • .N •2 N Poorly graded gravels, gravel- be.= 7 72) w N v GP g o -o Not meeting all gradation requirements for GW N sand mixtures,little or no fines b b osn 3 N N • 1111 N AOCOrC ' vcr o o z° c Silty gravels, gravel-sand-silt Q Q a U Atterberg limits below"A" w^a GM mixtures 0 `n `n P line or PI less than 4 Above "A" line with PI .2 x •5°w ° 3rip between 4 and 7 are border- 011 ^ O y a rq > e�j.3 line cases requiring use of o s c '' ¢ o Clayey gravels, gravel-sand-clay C7.y Atterberg limits below"A" dual symbols GC 'Esn C7 E mixtures •Fi CgIwo C37 t)" line or PI greater than 7 O iild F) Well-graded sands, gravelly a C�D6o/Diogreaterthan6; V." ° = -o SW sands,little or no fines E fo C (D3o)2I(Diox D65)between I and 3 U E •o a o b 0 4 0 U .N O O g cC o M O Ili SP Poorly graded sands, gravelly Not meeting all gradation requirements for SW sands,little or no fines w, .o a O• 7 `� ° U eq y ^O U O c; COC O ?i,,. •.. N , ° Cl' ' 6 o °o' N Atterberg limits above"A" Ili y °c 0 SM Siltysands,sand-silt mixtures N °^ " 0 o w p ° g. w u° ;, a.v line or PI less than 4 Above "A" line with PI °= s.`� w c, o �, - N between 4 and 7 are border- ° E 3 . ° c s b C 3 ¢ line cases requiring use of 0 • c a o = ,-s -- -1 Atterberg limits above"A" dual symbols ililli cd SC Clayey sands,sand-clay mixtures K3 iu o o line or PI greater than 7 Q O. U a , C!1 Inorganic silts and very fine a oML sands,rock flour, silty or clayey Plasticity Chart ❑ fine sands, or clayey silts with 60 - - - - - - - - - - - Ili 0 slight plasticity st -o a Inorganic clays of low to medium o Fe '1 CL plasticity, gravelly clays, sandy 50 NI ti ' clays,silty clays,lean clays zO 7) CH a °' Organic silts and organic silty a 40-- - - Y OL clays of low plasticity Xao E o _ a) £ o Inorganic silts, micaceous or u 30-- �� ° MH diatomaceous fine sandy or silty 'P .Ni" � .4 y Co ' MH&OH 1 soils,elastic silts a N O 2 20 - -- -, -- 1 O 'N w I 4 °p CH Inorganic clays of high plasticity, CL ili A E fat clays 10 O7.1' V]- 3 c OH Organic clays of medium to high H _CML ML& Illi N a plasticity o re - OL - `o 0 10 20 30 40 50 60 70 80 90 100 ^ .o Liquid Limit,LL $ -o N Peat and other highly organic x 0 Pt soils wiz 0 wii 4 r Cn � cv o0 CCTIL:1 1 4.:C',.; 1 � T 48 ti Ss q 'N O • .4,- , 4u4'.'ht% '[113b(00.4,...4 , mo• i♦ S.. I �� II CD I � �� .. A. 4�/ t# . 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'X.1' U-1 • \\•1,\ I , . , . y . o " •1 , • , . 1 I \,t'', ,,\\,,,, 1 i : 1 . •. . ,, , ' 'Ny1.1%•, „ .• , .•, .., ' • . \' .-.— . ...... . , • ,..,,,,,„,.. 4111 , . \\ . •l. ^y • , ‘'.,, , t \, •1 1. , , ,‘,\ . , \ . . ...."–: , \ , , , . . • • . • c•r-• Lt., . , r"--7.7 '777'C),...", • • , 7.--- ,_....,‘,......... • .7‘!.71., •!..,, t . . • C '!.(1111iiMe illeymit.1 ramm,mso monnimol Ininemolt. gellmirp 7, re.erg. ! SINCE ass rBORING8cR LOG FROEHLING Sc ROBERTSON, INC. Boring: SB-1 (1 of 1) 1881 Project No:7150209 Elevation:377± Drilling Method: HSA a. Client:Whitman, Requardt&Associates,LLP Total Depth:37.0' Hammer Type:Automatic Project: Michie Tavern waterline Replacement Project Date Drilled: 11/5/14 City/State:Albemarle County,VA Boring Location:See Boring Location Plan Driller:Gooden Description of Materials *Sample Sample N-Value Elevation Depth (Classification) Blows (feet) (blows/ft) Remarks 4 inches Asphalt underlain by 5 inches of .. 376.0 - 1.0 \subbase gravel / 3-3-3 1.0 illReddish Brown, Moist, Medium Stiff,Sandy SILT -4 6 Subsurface water was 374.0 - 3.0k4 \(ML), Little Gravel FILL 3-6-6 3.0 recorded at 15ft upon 1.... 6 12 removal of augers • Reddish Brown,Very Moist,Stiff,Sandy Elastic 372.0 - 5.0 ; SILT(MH) 3-4-4 5.0 \SILT 9 8 r 370.0 7.0 Reddish Brown,Very Moist, Medium Stiff, 7 0 (Gravelly Elastic SILT(MH) r 4-10-13 FILL / -13 23 368.0- 9.0 Brown,Very Moist,Very Stiff,Sandy SILT(ML), 9.0 Trace Gravel 18-29-41 amRESIDUUM -44 70 Brown,Very Moist,Very Dense,Fine Silty SAND 11.0 (SM) ANNRESIDUUM 17-25-43 13.5 1 15.0 68 so358.5 18.5 I ,I Soft Weathered Rock mpemes a 20-50/3 18.5 Brown, Moist,Very Densewhen,SiltysaSANDledb(SM)co20 0 100+ SOFT WEATHERED ROCK I NM 17-29-50/5 23.5 mil i � 25.0 100+ ' 348.5 - 28.5 28.5 I ( Soft Weathered Rock when sampled becomes a 33-50/2 I Brown and Gray, Moist,Very Dense,Silty GRAVEL 100+ Iii. ` (GM) 30.0 A bedrock sample a ; SOFT WEATHERED ROCK collected from a depth of 32ft recorded an 345.0 32.0 Gray, Medium Grained, Moderately Closely REC=100% 32.0 unconfined compressive OMo Fractured,Slightly Weathered,Catoctin RQD=80% strength of 7,300psi tn 0-W, Metabasalt BEDROCK 2 a z ow z 9 340.0 - 37.0 " 37.0 El Boring Terminated at 37 Feet 0 Z mu E2 0 m *Number of blows required for a 140 lb hammer dropping 30"to drive 2"O.D.,1.375"I.D.sampler a total of 18 inc les in three 6"increments. The sum of the second and third increments of penetration is termed the standard penetration resistance,N-Value. r. SINCE i .i f•-, BORING LOG RFROEHLINS Sc ROBERTSON, INC. Boring: SB-2 (1 of 1) Ili 1881 Project No:7150209 Elevation:353± Drilling Method: HSA id Client:Whitman, Requardt&Associates, LLP Total Depth:27.0' Hammer Type:Automatic Project:Michie Tavern waterline Replacement Project Date Drilled: 11/20/14 1 City/State:Albemarle County,VA Boring Location:See Boring Location Plan Driller:Gooden Milli Description of Materials *Sample Sample N-Value Elevation Depth Depth /ft) Remarks (blows (Classification) Blows (feet) 1 352.7 - 0.3 \Surficial Organic Soil ` 4.8-311 0.0 j Dark Brown, Moist,Very Stiff,Gravelly SILT(ML), 19 1� 351.0 - 2.0 Some Sand, Little Organics 6-11-13 2.0 Subsurface water was 1 FILL / 45 24 recorded at 6ft upon Brown, Moist,Very Stiff to Stiff,Sandy SILT(ML) 4 0 removal of augers iiii FILL 2-4-5 -7 9 347.0 16.0 ' Brown, Moist,Very Stiff,Silty SAND(SM) 1-8-18ilii 6.0 RESIDUUM -26 26 345.0 - 8.050/5 8.0 1 i Soft Weathered Rock when sampled becomes a , Brown and Gray, Moist,Very Dense,Silty GRAVEL 100+ j (GM) x111 IC SOFT WEATHERED ROCK ' 1 341.0 - 12.0 \ REC=100% 12.0 W Gray, Fine Grained, Moderately Fractured, iiiii Slightly Weathered,Catoctin Metabasalt RQD=83% 0 BEDROCK I p Ail 336.0 - 17.0 1 REC=100% 17.0 Gray, Medium Grained,Closely Fractured, ji Moderately Weathered,Catoctin Metabasalt RQD=63% Mil _1 BEDROCK t 331.0 - 22.0 y 22.0 Gray, Fine Grained, Moderately Fractured, REC=100% A bedrock sample —;>; Slightly Weathered,Catoctin Metabasalt RQD=87% collected from a depth of �_ BEDROCK 25ft recorded an unconfined compressiveiii strength of 4,800psi i 1 326.0 - 27.0 27.0 Boring Terminated at 27 Feetiii i ciiiiii a a 1 cC i o a O z z U' iiiii z O 9 f (C iS O m *Number of blows required for a 140 lb hammer dropping 30"to drive 2"O.D.,1.375"I.D.sampler a total of 18 inc les in three 6"increments. The sum of the second and third increments of penetration is termed the standard penetration resistance,N-Value. ' Ili SINCE ley r& FROEHLING Sc ROBERTSON, INC. BORING LOG Boring: SB-3 (1 of 1) 1881 Project No:71S0209 Elevation:357± Drilling Method: HSA Client:Whitman, Requardt&Associates,LLP Total Depth:22.5' Hammer Type:Automatic Project: Michie Tavern waterline Replacement Project Date Drilled: 11/6/14 City/State:Albemarle County,VA Boring Location:See Boring Location Plan Driller:Gooden rr Description of Materials *Sample Sample N-Value Elevation Depth Depth Remarks (Classification) Blows (feet) (blows/ft) 356.7 - 0.3 is Surficial Organic Soil 4-7-6 0.0 ;%> Dark Brown, Moist, Medium Stiff,Sandy SILT 13 355.0 - 2.0 (ML),Some Gravel 27-32-20 2.0 Subsurface water was FILL 52 recorded at 10ft upon ,\ Grayish Grayish Brown, Moist,Very Dense,Silty GRAVEL removal of augers 353.0 - 4.0 r\ (GM) [ 6-8-6 4.0 FILL 14 351.0 - 6.0 Reddish Brown, Moist, Medium Dense,Silty 1-3-4 6.0 rr GRAVEL(GM) FILL 7 Reddish Brown, Moist to Very Moist, Medium 3-6-8 8.0 Stiff to Stiff, Elastic SILT(MH), Little Sand 14 r. 1 RESIDUUM 10.0 344.5 - 12.50 12.5 —N4 Dark Gray,Fine Grained,Closely Fractured, REC=100% Slightly Weathered,Catoctin Metabasalt RQD=72% BEDROCK �. ` A bedrock sample collected from a depth of 339.5 - 17.5 REC=100% 17.5 19ft recorded an Dark Gray, Fine Grained, Moderately Fractured, RQD=92% unconfined compressive ••• — Slightly Weathered,Catoctin Metabasalt BEDROCK strength of 5,200psi 334.5 22.5 22.5 Boring Terminated at 22.5 Feet rti r 2 z Z •■+ z 0 0 0 z — c 0 *Number of blows required for a 140 lb hammer dropping 30"to drive 2"O.D.,1.375"I.D.sampler a total of 18 inc les in three 6"increments. The sum of the second and third increments of penetration is termed the standard penetration resistance,N-Value. or Mill IMO 111.11 MI NW WM MN Appendix B VDOT Land Use Permit MN 0111 NM NM INN MI OW NM NM Commonwealth Of Virginia ' Department Of Transportation r' Permit No 743-15680 Status Land Use Permit APPROVED This permit only grants permission to use whatever rights the Commonwealth Transportation Board and the Department of Transportation have in the right of way and no more,and it is the obligation of the permittee to secure any other releases or permission S that may be needed in order to perform the work. Effective Date Jul 06,2015 Expiration Date Jul 05,2016 Reinstatement Date "' Permitee Information Your Job# 2013-05 Surety&Account Receivable Information Address Albemarle County Service Agent Whitman,Requardt,and Name Albemarle Co.SA Authority Associates Surety account AVA000997 Albemarle County Service Whitman,Requardt,and Surety type Resolution rr Authority Associates,LLP Amount 999,999.00 168 Spotnap Road 9030 Stony Point Parkway Obligation Amount 200,000.00 Charlottesville VA 22911 Richmond Virginia 23235 Surety Holder CUSTOMER Contact Jeremy Lynn Contact Charles Luck,P.E. ir. Phone# 434-977-4511 114 Phone# 804-272-8700 321 Fax# 434-979-0698 Fax# 804-272-8897 24 Hr# 24 Hr# 804-513-2567 ✓igs AUTHORIZATION:In compliance with your application,permission is hereby given insofar as the Commonwealth Transportation Board has the right,power,and authority under sections 33.2-210;33.2-240;33.2-241 of the Code of Virginia as amended,to grant by Special Agreement and/or by Land Use Permit for you to perform the work and or activity(s)described below: Location County/City/Town Albemarle County Highway Route(s) 20-Scottsville Road From Route Number 338 From Route Name College Drive To Route Number 20 To Route Name Scottsville Road/Charlottesville City Limits Work Description Horizontal directional drill 16"HDPE casing pipe witha 6"HDPE carrier pipe under Route 20.The proposed alignment will be an extension from the existing water main at the Stultz Center for the Piedmont Virginia Community College.From this location,the proposed alignment will continue under Route 20 and into the University of Virginia Foundation's property along Hart Road.A pre-construction meeting will be required prior to the start of drilling underground.Stabilize all disturbed areas and keep erosion control measures in place at all times.See all attachments and call 48 hours prior to start of work.Call for any questions,concerns,and for a final inspection.VDOT contact is Dennis Seale at 434-531-2877."All work rr must be in accordance with the 2011 Virginia Work Area Protection Manual" Fee Description Fee Permit Fee $225.00 two Applicant has complied with Section Code 56-265.15 affidavit is attached. TERMS:Applicable as stated with in the Land Use Permit Regulations(current edition)and/or as per approved plan(s)and/or regulatory instructions and/or agreements attached hereto.TH1S PERMIT IS NOT VALID WITHOUT THE FOLLOWING ATTACHMENTS: Nog Special Provisions-General COMMONWEALTH TRANSPORTATION BOARD Call before you dig • ,4 ` X / 14. Allow the required time for marking v *'sy By: 20154dincK Jul 06, Respect and protect the marks/Flags,i � ee �r lamExcavate carefully Nathran(Troy)Austin,P.E. Call Miss Utility 811 Final Inspection Requirements:Upon completion of the work described under this permit,the permittee shall contact the following office in — writing to request inspection. Culpeper Land Use-Charlottesville 701 VDOT Way Charlottesville VA 22911 Permit No.743-15680 VDOTs Web Site:www.vdot.virginia.gov Permittee Copy iti 4kVDOT" criharrnt tfT-8npr;;:or. Iti LAND USE PERMIT 1 LUP-SPG 4 Special Provisions-General August 27,2014 Permittee Agreement for Land Use Permit issuance tit I the undersigned hereby acknowledge that 1 am fully cognizant of all of the following requirements associated , with the issuance of a VDOT Land Use Permit: MI Applicant Name: Jeremy M.Lynn,P.E. -Albemarle County Service Authority Applicant Signature: ^ 27 crit Project Name: Michie Tavern Water Main Replacement Project Mill District: Culpeper County: Albemarle Route Number: 20 1 a VDOT Land Use Permit Required by Law 1 The General Rules and Regulations of the Commonwealth Transportation Board provide that no work of any nature shall be performed on any real property under the ownership,control,or jurisdiction of VDOT until writtenii permission has been obtained from VDOT. Written permission is granted for the above-referenced activity through the issuance of a land use permit. i tli By issuing a permit, VDOT is giving permission only for whatever rights it has in the right-of-way;the permittee is responsible for obtaining permission from others who may also have an interest in the property. iiii The permittee will be civilly liable to the Commonwealth for expenses and damages incurred by VDOT as a result of violation of any of the rules and regulations of this chapter. Violators shall be guilty of a misdemeanor and,upon conviction,shall be punished as provided for in 03.2-210 of the Code of Virginia. II Any of the following provisions that may apply,shall apply: General Requirements iN 1) Permittee acceptance and use of a Virginia Department of Transportation (VDOT) land use permit is prima facie evidence that the permittee has read and is fully cognizant of all required permit provisions, applicable 4 traffic control plans and associated construction standards to be employed. All applicants to whom permits iiii are issued shall at all times indemnify and save harmless the Commonwealth Transportation Board, members of the Board,the Commonwealth,and all Commonwealth employees,agents,and officers,from responsibility, damage,or liability arising from the exercise of the privileges granted in such permit to the extent allowed by II law including any sums ordered to be paid or expended by VDOT by any governmental entity as a fine,penalty or damages for any violation of any applicable environmental law, or to remediate any hazardous or other I material,including illicit discharge into VDOT maintained storm sewer systems. iti 2) The permittee assumes full responsibility for any and all (downstream flooding, erosion, siltation, etc.) damages that may occur as a result of the work performed under this permit. Furthermore,the Department 1 will in no way be responsible for any damage to the facility being placed as a result of future maintenance or id construction activities performed by the Department. f t .l L`'�ini��t�paFt+rcartt ■r vp •i Frt,�spert�t:nr: LAND USE PERMIT LUP-WZTCC w Work Zone Traffic Control Certification August 27,2014 VDOT Work Zone Traffic Control Certification IOW In accordance with the Virginia Department of Transportation(VDOT)Road and Bridge Specification,Special Provision 105.14.beginning July 1,2009,alt activities performed under the auspices of a VDOT Land Use Permit involving the ""' installation,maintenance and removal of work zone traffic control devices must have at least one(1)person on-site who,at a minimum,is accredited by VDOT in Basic Work Zone Traffic Control. The person accredited by VDOT in Basic Work Zone Traffic Control may install,maintain and remove work zones that are in accordance with the Virginia Work Area Protection Manual and/or a work zone that has been preapproved by VDOT. A person accredited by VDOT in Intermediate Work Zone Traffic Control must be on-site to provide supervision during work zone adjustments or changes to traffic control due to field conditions. These persons must have their accreditation card with them while on the project site. NON-COMPLIANCE MAY RESULT IN PERMIT SUSPENSION &/OR A STOP WORK ORDER Applicant: Jeremy M.Lynn,P.E. -Albemarle County Service Authority Project Name: Michie Tavern Water Main Replacement Project District: Culpeper County: Albemarle Route Number: 20 mem Please select one of the following: +� ( J In accordance with the Virginia Department of Transportation(VDOT)Road and Bridge Specification, Special Provision 105.14,i, ,state that I will have at least one1 ( )person that is accredited by VDOT in Basic Work Zone Traffic Control who will be responsible for the placement,maintenance and removal of work zone r.. traffic control devices within the project limits in compliance with the permit requirements and conditions, the approved plans, specifications, the Virginia Work Area Protection Manual and the Manual of Uniform Traffic Control Devices. A person accredited by VDOT in intermediate Work Zone Traffic Control will be on-site to provide supervision during work zone adjustments or changes to traffic control due to field conditions. These persons will provide evidence of their accreditation upon request from VDOT personnel. (XJ In accordance with the Virginia Department of Transportation (VDOT) Road and Bridge Specification, Special Provision 105.14, the requested activity does not involve the installation, maintenance and removal of work zone traffic control devices and therefore is exempt from the Basic Work Zone Traffic Control requirement. Signature • 9 Date 9/G)V40/ THIS DOCUMENT MUST ACCOMPANY THE VDOT LAND USE PERMIT APPLICATION Whitman , Requardt & Associates , LLP Engineers • Architects • Environmental Planners Est. 1915 April 29, 2015 Mr. Dennis Seale Engineering Specialist VDOT-Charlottesville Residency 701 VDOT Way Charlottesville,VA 22911 Re: Albemarle County Service Authority-Michie Tavern Water Replacement Project Limited Access Approval for Route 20 Crossing Dear Mr, Seale: Whitman Requardt & Associates (WRA) is preparing the 90% design submittal for the Michie Tavern Water Main Replacement project for the Albemarle County Service Authority (ACSA). The intent of this letter is to transmit the design information and supporting documentation and to request a Land Use Permit for the limited access right-of-way crossing of Route 20 as part of the water main replacement project. As discussed in a recent phone conversation, VDOT requested preliminary plan and profile design information for the trenchless crossing along with WRA's previous submittal for the approval of using high density polyethylene pipe (HDPE)as a carrier pipe and an encasement pipe for the trenchless crossing. VDOT stated the material is approved. However, WRA is awaiting official confirmation on the material approval. The previous material approval submittal is included as Attachment A. The plan and profile design of the trenchless crossing is included as Attachment B. VDOT stated both the request for approval for the trenchless crossing in limited access right-of-way and the approval for using HDPE as the material of the casing and carrier pipe would be addressed following receipt of this information. To begin the Land Use Permit submittal and review process, WRA is providing the required application and forms for review. in addition to attachments A and B, the following items are transmitted with this letter and submitted for review and approval: • Land Use Permit Application (Attachment C) • Special Provisions-General(Attachment 0) • Work Zone Traffic Control Certification (Attachment E) The crossing of Route 20 (Scottsville Road) is proposed for completion through a horizontal directional drill (HDD) installation. The proposed HDD alignment starts at the Stultz Center for the Piedmont Virginia Community College (PVCC). From this location, the proposed HDD alignment will continue under Scottsville Road and into the University of Virginia Foundation's (UVAF) property along Hart Road. The HDD alignment starts and terminates outside of the limited access right-of-way. On behalf of the ACSA, WRA respectfully requests that VDOT review and approve crossing Route 20 by means of HDD in limited access right-of-way. WRA understands that the proposed crossing will require review and approval at VDOT's Central Office. The final Land Use permit, and its special provisions and conditions,will be part of the ACSA's contract documents. Please let us know if any additional material or information is needed for this review and approval of the limited access right-of-way crossing. Thank you for your continued cooperation. Very truly yours, rolfi Whitman, Requardt&Associates, LLP /144A/r/iel 111 Charles Luck, P.E. Vice President Enclosures �� cc: Jeremy Lynn—ACSA, File 46480-011 9030 Stony Point Parkway, Suite 220 Richmond, Virginia 23235 www.wrallp.com • Phone: 804.272.8700 • Fax: 804.272.8897 N:146480-0111 Engineering\Permits\VDOT Land Use Permit Approvai.docx 1� .1■11. AMIN *MI Attachment A Material Approval Submittal (previously provided) SOW Mit 41N YIN IVO tam N & , WHITMAN , REQUARDT & ASSOCIATES , LIP' ENGINEERS - ARCHITECTS • PLANNERS EST. tg, , pr December 5,2014 r.. Mr.Dennis Seale Permit and Land Development Engineer VDOT-Land Development South 11430 James Madison Hwy Gordonsville, VA 22942 Re: Albemarle County Service Authority-Michie Tavern Water Replacement Project Material Review Submittal for Route 20 Crossing Dear Mr.Seale: Whitman Requardt & Associates (WR&A) has been retained by the Albemarle County Service Authority (ACSA) to design the Michie Tavern Water Main Replacement project. The intent of this letter is to respond to our meeting with VDOT on December 4, 2013 and a series of email correspondence which r. requested information for approval of using high density polyethylene pipe (HDPE) as a carrier pipe and an encasement pipe for a trenchless crossing of Route 20. The email correspondence is included as Attachment A. As stated in the email correspondence, VDOT requested preliminary design information as well as material catalog sheets of the selected materials for the trenchless crossing. The following items are ,.. enclosed with this letter and submitted for review and approval for the proposed materials: • Overall Project Location Map (Attachment B) • Preliminary Design Plan(Attachment C) • Preliminary Design Profile(Attachment D) • ISCO HDPE Product Catalog Data(Attachment E) • ISCO Email Information Request(Attachment F) • HDPE Pipe Data Sheet(Attachment G), and • Chapter 3 Appendix in the PPI Handbook of Polyethylene (Attachment H). The crossing of Route 20 (Scottsville Road) is proposed as a horizontal directional drill (HDD). The proposed HDD alignment starts at the Stultz Center for the Piedmont Virginia Community College (PVCC). From this location, the proposed HDD alignment will continue under Scottsville Road and into the University of Virginia Foundation's (UVAF) property along Hart Road. The HDD alignment starts and terminates outside of limited access right-of-way. The carrier pipe and encasement pipe material selected for this application is HDPE class 4710 DIPS pipe with a dimension ratio (DR) of 11. The carrier pipe is 6 inches in diameter and the encasement pipe is proposed as 16 inches in diameter. 9030 Stony Point Parkway,Suite 220, Richmond,Virginia 23235 www.wrallp.com Phone: 804.272.8700 Fax: 804.272.8897 Baltimore,MD•Georgetown,DE•Wilmington,DE•Ellsworth,ME.Philadelphia,PA.Pittsburgh,PA•York,PA•Houston,TX �r. Blacksburg,VA•Fairfax,VA.Fredericksburg,VA•Lynchburg,VA.Newport News,VA.Richmond,VA•Virginia Beach,VA 1V:\46480-011\Engineering\Reports\VDOT Package%VDOT Materials Approval.door �. — l.S7 d Mr.Dennis Seale Page 2 VDOT-Land Development South December 5,2014 1 rNri A geotechnical investigation along the alignment has been completed. The soil boring logs indicate bedrock was encountered at both Soil Boring (SB) 2 and 3 above the location of the proposed water main as shown in Attachment D, the preliminary design profile. Rock core compressive strength tests are currently being processed and will be forwarded to you if needed. The ACSA has reviewed the 50% design of this project, and is in agreement with WR&A's request to use HDPE as the carrier and casing pipes under Scottsville Road. WR&A is currently modifying the design plans and reviewing load calculations for the HDD design and installation. till On behalf of the ACSA, WR&A respectfully requests that VDOT review and approve the materials for the 16" HDPE casing pipe and 6" HDPE carrier pipe under Scottville Road through a HDD installation. Please let us know if any additional material or information is needed for this review and material approval. Thank you for your continued cooperation. Very truly yours, Whitman,Requardt&Associates,LLP a a/id -,;1! Charles Luck,P.E. Vice President cc: Jeremy Lynn-ACSA File:46480-011 Enclosures uoii S Lj �! N:\46480-0111 Engineering\Reports\VDOT Package\VDOT Materials Approval.dooc rr. NINO w MIN .., Attachment A Email Correspondence our rr w ISM 1110.1 Wilson, Ryan From: Seale, Dennis L. (VDOT) <Dennis.Seale@VDOT.Virginia.gov> Sent: Friday, February 21, 2014 1:40 PM • To: Luck, Charles Cc: Wilson, Ryan;Jeremy Lynn Subject: RE: Michie Tavern Water Main Replacement sim Good Morning Charles, The attachments are intended to be a guideline from materials division to show pipe design compressive strength and what we allow as a minimum so that a comparison could be used with the proposed use of fusible PVC in an HDD installation design you will provide meeting this minimum HDD pipe criteria. I have already spoken with our Permit Director in Richmond and he would allow the crossing after materials approves the material being used.See below answers to questions in red. I will await your design proposal and material catalog sheets and then submit to Richmond and Materials for review. If there are questions or concerns then I think at that time it would be proper to have a meeting as we would have a design in front of us to discuss. I am here to work with you on this design and have open dialogue with Central Office and Materials awaiting your design for there review. Thanks, Dennis Seale Permit and Land Development Engineer VDOT i" 434-589-1053 434-531-2877 Mobile " From: Luck, Charles [mailto:CLuckOwrallp.com) Sent: Wednesday, February 19, 2014 6:55 PM To: Seale, Dennis L. (VDOT) • Cc: Wilson, Ryan; Jeremy Lynn Subject: FW: Michie Tavern Water Main Replacement Dennis, Urn WR&A has received the email below and the attachments from the ACSA regarding the Michie Tavern Water Main Replacement. We have looked over the attachments and your email and request clarification on a few • items. It appears that the documents provided do not address or allow the use of HDPE or fusible PVC in a HDD installation in any right-of-way limited access right-of-way. HDPE appears to be currently allowed as only a sliplining material, along with other rehab products/materials noted in the AL38 and SU302001A documents. It also appears that we could perform a subsurface investigation to confirm the suitability of HDPE or other material in a HDD application. We assume this applies to any HDD installation, in limited access right-of-way or otherwise. Based on our initial review of the documents and email and our understanding of the information, we offer the following questions and follow up items: 1. When "coring" is used to confirm subsurface conditions under the roadway, does this mean SPT borings and sampling to beyond the proposed depth of the trenchless installation? The coring would be 1 —11-3 -1 SU an informational gathering for you to see if the proposal for this crossing could be accomplished by means of using HDD installation in this area or if you would have to go back to a jack and bore of steel pipe based on the material below. It would be a benefit for the design and would help determine any potential voids below that could aid in the settlement of the road if there a multitude of void areas. We would review this information, but it is primarily for your use. 2. Is there particular information that needs to be obtained through lab testing, etc. for samples collected during the investigation to confirm the viability of HDD installation? I supplied the AL-38 as a guideline along with the other informational sheets to show what the minimum specifications should be from these suppliers. if you can supply the engineering data sheets/catalog cuts from the company that manufactures the pipe you will be using I can forward the information to Materials in Richmond for review and approval. Materials division approves various types of materials throughout the year that is not on the list and then updates as approved for use. It would be very helpful to have a preliminary design which would help aid them in the decision based on compressive strength and amount of load or fill over the actual HDD material to research during their review. 3. Review Time - It appears that Central Office will require review and approval of any trenchiess crossing method (HDD,jack and bore, etc.)within or under limited access right-of-way. Materials Division will require approval if HDPE is proposed as the casing pipe and/or carrier pipe. Is this the correct interpretation of your email or does it just apply to limited access right-of-way installations? Typical review time is 30 days or less and will be reviewed as interpreted. 4. Can you provide some idea of the review and approval time required by Central Office and Materials ortj Division for the HDD installation (whether it be with HDPE, Ductile Iron Pipe, etc.)? 30 Days of less. When I sent the initial questions down to Richmond at the end of last year everyone was out of the office on Vacation so that was the reason for the delay in originally getting back to you on the response. Reviews will be back to normal. 5. HDD outside of Limited Access Right-of-Way—If HDD is proposed beyond the limits of the limited access right-of-way, will the design require review and approval by Central Office? As an example, we are considering a HDD installation further south, along Route 20 and across the right-of-way for the divided road (not limited access, see OPTION 3 shown on attached ALTERNATIVES figure). How will this option be reviewed and approved by VDOT? It will not require approval outside the limited access from Central office, but the material used will have to be approved through materials and the remaining approval comes from a review through this office after review and approval of items not on approved list. 6. You previously indicated that you may be able to provide information on how the Ragged Mountain Dam work was done for the limited access work. Can this information be provided? The Ragged Mtn. Darn was cored to show the amount of voids in the fill so they could design a water barrier for the +� embankment on both sides up to the point of where the water level would be backed up to. The information that I was to provide for you was the repair for the coring. The coring material was "4 compacted back into the hole back up to within 10' of the top and then flowable fill was dumped in to the top. This was checked weekly to ensure that no settlement had occurred. This would be the same protocol for your proposed corings. They used an existing box culvert and lined with a HDPE and grouted the entire pipe in place. Your work would be different from what they did so the only comparable parts of this project would be the core repairs. There was no drawing attached for the to the permit showing this repair so a copy of the permit would just show Richmond approval of the ability to do this test work. Please respond to these at your earliest possible convenience. We will need responses to these items so that we can move forward with the water main replacement project and make informed decisions on the final replacement option. We can certainly discuss these items in a conference call or meet with you, Troy and others if needed. lit 2 �] ) 3 �jS108t Thank you. Charles Luck, P.E. 1 Vice President Whitman, Requardt&Associates, LLP Engineers, Architects, Planners 9030 Stony Point Parkway, Suite 220 Richmond, Virginia 23235 Tel: 804.272.8700 Fax: 804.272.8897 Cell: 804.513.2567 Email: cluck c(�.wrallp.com Web: www.wrallp.com From: Seale, Dennis L. (VDOT) [mailto:Dennis.SealeCaVDOT.Virginia.gov] Sent: Wednesday, February 12, 2014 4:22 PM To: Jeremy Lynn Subject: RE: Michie Tavern Water Main Replacement Good Afternoon Jeremy, I have had quite a few conversations back and forth with Central Office and Materials Division about what could be allowed and what would be the best from VDOT's standpoint. Sorry for the long delay as there is a number of people this goes through since it is under the Interstate.We have had discussions that a reinforced HDPE pipe has been used in multiple locations around the state with a jack and bore method in which a steel casing was used at the front and the HDPE was attached and pushed/pulled along with the operation.The method was not given to us by the contractor as h,,, this was a method they had come up with and was not sharing the process.This was time consuming and costly and also had some damages to the pipe during this process but worked.The consensus on the crossing is that it would be up to the design engineers to determine what is under the road buy coring the area which will be allowed under permit for design purposes. Of course the best route to go would be to jack and bore a steel casing at twice the diameter of the waterline for service,repair and replacement.If you decide to go with the reinforced HDPE pipe as a casing than it would need to be reviewed by central office and materials for further approval to make sure it meets the guidelines and design criteria for pipe on Approved List#38 and other attachments above. Please see below and attached information. Also note that most of our pipe information is for pipe rehab and anything used from a standpoint other than concrete or steel would be looked at closely, but not turned away because of it being different.An alternative design is encouraged if available and would be reviewed for possible approval. (will issue a Permit upon your request after review and approval of a plan showing test core locations from ACSA. Repair based on location of core. Survey can be submitted under same permit. 111" A review will be needed through Central Office and Materials if using Reinforced HDPE or other material other than concrete or steel. A review will be made through Central Office only if using steel or concrete pipe for jack and bore or directional boring ..� based on size. Please let me know if you have further questions or need clarifications and I will get responses back in a reasonable time s,. period because this goes through a multitude of people for comment. Thanks, Dennis Seale Land Development Engineer r.. VDOT-Land Development South 434-589-1053 3 f 10 r. 1 434-531-2877 Mobile 1 +rtt From: Jeremy Lynn [mailto:jlynn@serviceauthority.orq] Sent: Wednesday, February 12, 2014 11:11 AM To: Seale, Dennis L. (VDOT) Cc: rwilsonawrallp.com; cluckOwrallp.com Subject: RE: Michie Tavern Water Main Replacement • Dennis, Can you provide us with an update from your Materials Division on this project? We have been waiting for a response since our meeting on December 4th, Needless to say, we are behind our anticipated schedule and would like to have surveying completed before too many leaves appear on the trees. 4 Jeremy M. Lynn, P.E. Senior Civil Engineer Albemarle County Service Authority 168 Spotnap Road, Charlottesville, VA 22911 (434) 977-4511 ext. 114 From:Jeremy Lynn [mailtodlynn@serviceauthoritv.orq] Sent: Friday, January 31, 2014 1:28 PM rit To: 'Seale, Dennis L. (VDOT)' Cc: 'rwilson@wrallp.com'; 'cluck@wrallp.com' Subject: RE: Michie Tavern Water Main Replacement Dennis, Do you have any information on the pipe material from Central Office and Materials? We are anxious to finalize our eil recommendation so we can proceed with surveying of the selected alignment. Jeremy M. Lynn, P.E. Senior Civil Engineerel Albemarle County Service Authority 168 Spotnap Road, Charlottesville, VA 22911 (434) 977-4511 ext. 114 From: Seale, Dennis L. (VDOT) [mailto:Dennis.Seale@VDOT.Virginia.gov] Sent: Wednesday,January 22, 2014 7:52 AM To: 'jlynn@serviceauthority.org' Cc: 'rwilson@wrallp.com; 'duck@wrallp.com' Subject: Re: Michie Tavern Water Main Replacement Good Morning Jeremy, I am waiting on further discussion from Central Office and Materials on how they would like to proceed with this project rrf and ones in the future.They have used reinforced HDPE fore these projects, but have some concerns that due to this partiucular area that you may run into a heavy amount of rock fill.They did promise me a decision on how they would like to proceed on this crossing by the end of this week.Sorry for the delay in getting back to you, but this is something they wanted further review and research on. 4 -743 - pogo Thanks, Dennis Seale Land Development Engineer VDOT N'" 434-589-1053 434-531-2877 From: Jeremy Lynn [mailto jlynnOserviceauthority.orq] Sent: Tuesday,January 21, 2014 02:16 PM To: Seale, Dennis L. (VDOT) �• Cc: Wilson, Ryan <rwilsonwrallp.com>; Charles Luck, P.E. <clucMwrallp.com> Subject: Michie Tavern Water Main Replacement Dennis, I was hoping to get an update on VDOT's decision on the pipe material for this project. We are currently in a holding pattern until a decision is made so we can get the technical memorandum completed and select a route to survey. Any help from your standpoint would be greatly appreciated. If I had to guess, you may be waiting on a decision from someone else in the Department. Jeremy M. Lynn, P.E. INN Senior Civil Engineer Albemarle County Service Authority 168 Spotnap Road, Charlottesville, VA 22911 (434) 977-4511 ext. 114 The information supplied in this message may be privileged, confidential and/or exempt from disclosure under applicable law. If you are not the intended recipient of this message, the sender does not intend delivery to you to waive any privilege or right pertaining to this message. You have no right to retain, disseminate, copy or disclose the material contained herein. If you have „® received this message in error, please immediately notify the sender by return e-mail, and delete the errant message. Thank you. W RA_Discla imer_v20070222a MOS r.. ONO 1 wio • VDOT. )3eparlwent, of Minporl,it,rin iii LAND USE PERMIT LUP-A ? Land Use Permit Application oil September 24,2014 APPLICATION is hereby made for permit as shown on the accompanying plan or sketch and as described below.Said activity(s)will be done under and in accordance with the rules and regulations of the i Commonwealth Transportation Board of Virginia,in so far as said rules are applicable thereto and any agreement between the parties herein before referred to. Where applicable agreements may be attached and made a part of the permit assembly including any cost responsibilities covering work under permit.Applicant agrees to maintain work in a manner as approved upon its completion.Applicant 1 llil also hereby agrees and is bound and held responsible to the owner for any and all damages to any other installations already in place as a result of work covered by resulting permit.Applicants to whom permits are issued shall at all times indemnify and save harmless the Commonwealth Transportation Board members of the Board,the Commonwealth and all Commonwealth employees,agents,end offices,from responsibility,damage,or liability arising from the exercise of the privileges granted in such permit to the extent allowed by law.In consideration of the issuance of a permit the applicant agrees to waive for itself,successors in interest or assigns any entitlements it may otherwise have or have hereafter under the Uniform Relocation and Assistant Act of 1972 as amended in event the a Department or its successor,chooses to exercise its acknowledged right to demand or cause the removal of any or all fixtures,personality of whatever kind or description that may hereafter be located, i should this application be approved. III Type or print clearly w Applicant Driver's license or Tax ID No.54-0792605 Contact Name Jeremy M.Lynn.P.E. Owner Name Albemarle County Service Authority E-mail Address jlvnn(ao?serviceauthoritv.orq ee Address 168 Spotnap Road Telephone Number(434)977-4511 Ext.114 g City Charlottesville State VA Zip Code 22911 Emergency Telephone Number(434)977-44 jj Fax Number(ILI)in-0698 ea Agent Driver's license or Tax ID No. 52-0541536 Contact Name Charles Luck.P.E. Agent Name Whitman,Requardt&Associates.LLP E-mail Address clucks twrallp.com Address 9030 Stony Point Parkway Telephone Number(804) 272 - 8700 Ext.321 Ili City Richmond State VA Zip Code 23235 Emergency Telephone Number(804) 513 - 2567 3, Fax Number(804) 272 - 8897 lifi Permit Term Requested•months Fees Enclosed$225.00 Check NumberO4512)T1 Coupon Number(s) Money Order Other Estimated cost of work to be performed on VDOT Right of Way$200 000 Surety Information: Surety Posted by:Owner[X] Agent[ ] Surety Refund to:Owner[X] Agent[ ] Surety Waived[ ] 111 Amount of Surety$ Obligation Amo nt$ Check# Surety Company Name fit9t Gi -d4W2/ �jQ AZGaVede Bond# ' [ ]LUP-CS CASH SURETY AFFIDAVIT PROVIDED FOR CASH SURETY illi Applicant has provided proof of the following requirements in accordance as dttfinad in$2.2-1151.1 of the Code of Virginia • (1) The utility company has registered as an operator with the appropriate notification center. '-k_ (2) Attached is a notarized affidavit,stating that the utility owner has notified the commercial and residential developer,owner of commercial or multifamily real estate,or local government entities with a property interest in any parcel of land located adjacent to the property over which the land use is being requested,that application for the permit has been made. 1 iii Request permission to perform the following activity(s): Horizontal Directional Drill 16"HDPE Casing Pipe with a 6"HDPE Carrier pipe under Route 20. The proposed alignment will be an extension from the existing water main at the Stultz Center for the Piedmont Virginia Community College. From this location, the proposed alignment will continue under Route 20 andmeinto the the University of Virginia Foundation's Property along Hartto Road. t ,StErW 41774Cf1/4EQ3'AfD Cint- iirlh n fr44f`CIG telt# as per attached fans. A t? cays f?ttw7tn(r w z:a fc aeour.ury riot;. erneror 1ihetrc-rtSwarr'-44 Z Location: [X]County[ ]Town[ ]City of Albemarle Route No. 20 Street Name Scottsville Road Si, L r✓t;tr ; Latitude 38°0'2T'N Longitude 78°28'44"W Tax Map Number 77 Applicant Job No.r2013-05 Between Route No. 338 Street Name College Drive and liMr�ittii� Street Name JGOI7'5 4C And ao Otli4210;7 azae Cyt` E ]IF APPLICABLE,I AGREE TO PAY THE FULL SALARY AND EXPENSES OF A STATE ASSIGNED INSPECTOR IN CONJUNCTION WITH ACTIVITIES AUTHORIZED UNDER THE AUSPICES OF A VDOT LAND USE PERMIT Signature of Applicant: pc Title Senior Civil Engineer Date Li/l r/�f7f S Signature of Agent: Title Vice President Date 67 zCIAs 1t All applicable items on this form must be completed to avoid delay in processing the issuance of a VDOT Land Use Permit. 4 Prepayment required with remittance payable to Virginia Department of Transportation. " VDOT USE ONLY ii Receipt is hereby acknowledged for: CHECK No.tf'[U 941 COUPON No. -143— 1 5100(3 MONEY ORDER No. In the Amount of$.3. 5- ©i/ for PERE$ d'd'v.Vt 1 CASH S RETjY$ +� Authorized VDOT Signature: Date: (/7//S CALL-AR ��'f*iv CO Q/6S. Sriy 0tz.,r2ic'/la „orSrat c4'2 S AHD o om,,,„/ co47 /haft/44r 7' j ®>a.it .C.f Ah7f- 7i."EL "7--- i it1 Albemarle County -- Service Authérity Serving♦Conserving June 16, 2015 Virginia Department of Transportation Attn: Mr. Dennis Seale P.O. Box 1017 Troy, Virginia 22974 Re: Michie Tavern Water Main Replacement Project ... Dear Dennis: • Please find enclosed a check in the amount of $225 for the VDOT Land Use Permit for the Michie Tavern Water Main Replacement Project. As indicated by a previous phone conversation, this fee is all that remains for VDOT to issue the Land Use Permit for this project. We appreciate your assistance throughout the review process. If you have any questions, please feel free to contact me at (434) 977-4511, Ext. 114. Sincerely, ii?ez ->717 Jeremy M. Lynn, P.E. Senior Civil Engineer JML:dmg 050504Tra nsm itta{LtrVDOT061615 168 Spotnap Road • Charlottesville,VA 22911 • Tel (434) 977-4511 • Fax (434) 979-0698 "" www.serviceauthority.org a (T') DOCUMENT IS PRINTED ON CHEMICALLY REACTIVE PAPER-THE BACK OF THIS DOCUMENT INCLUDES A TAMPER EVIDENT CHEMICAL WASH WARNING BOX H MemerieCounty BANK OF AMER ICA,N.A. 6B_j SerVice w therity CHARLOTTESVILLE,VA 510 ro . ��� - o 48947 38•SPOTNAP ROAD HARLOTTESVILLE,VA 22911 AWi - x **.*Two Hundred Twenty-Five & No/100 Dollars DATE AMOUNT • 06/15/15 $225.00 YTOTHE- .,_, OP RATVOIDAFTE'G FU CCOUNT 91 �� sDER OF_ treasurer of Virginia 1 _ A Y LO " i or �1 fENy�t4 ? P S \.Y l- 1 V a Sw ''- �THORIZ�ESIGNATURE �Roes+fi� u'04894 ?II' I:05 L0000 L71: 0000 L L13634260 1 61 111 • mi Ii ' 1 OM allit NM swe AIM NM Ili Appendix C VSMP Permit and SWPPP .. ..o IMO 111111 IWO NM .r ,,fj4 COUNTY OF ALBEMARLE hap., Department of Community Development �• y �+s Y 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Tel.(434)296-5832 •Fax(434)972-4126 ®rr Stormwater Pollution Prevention Plan (SWPPP) For Construction Activities At: Project Name: Michie Tavern Water Main Replacement Project Address: Piedmont Virginia Community College Parcel # 07700-00-00-02500 University of Virginia Foundation Parcel #07700-00-00-015B0 Prepared by: Name: Whitman, Requardt&Associates, LLP Prepared for: Name: (Contractor to be determined) SWPPP Preparation Date: (This document is to be made publicly available according to 9VAC25-880-70, Part II, section D) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County CONTENTS: (from Albemarle County Code Sec. 17-405) 1. Registration statement 2. Notice of general permit coverage 3. Nature of activity 4. Erosion and Sediment Control Plan. 5. Stormwater Management Plan 6. Pollution Prevention Plan. 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. 8. Qualified personnel .,, 9. Signed Certification 10. Delegation of authority. 11. General permit copy 12. Inspection logs Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP)Albemarle County Wit Section 1. Registration statement (Provide a signed completed copy of the DEQ registration statement) MIN 1011 Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) (Please Type or Print All Information) 1. Construction Activity Operator: (General permit coverage will be issued to this operator. The Certification in Item #12 must be signed by the appropriate person associated with this operator.) Name: Albemarle County Service Authority Contact: Jeremy Lynn, P.E. Mailing Address: 168_Spotnap Road City: Charlottesville State: VA Zip: 22911 Phone: (434)977-4511 Email address(if available): jlynn@serviceauthority.org Indicate if DEQ may transmit general permit correspondence electronically: Yes❑x No❑ 2. Existing General Permit Registration Number(for renewals only): 3. Name and Location of the Construction Activity: .. Name: Michie Tavern Water Main Replacement Project Address(if available): 600 College Drive/1085 Lyman Manson Road City: Charlottesville State: VA Zip: 22911 - County(if not located within a City): Albemarle Latitude(decimal degrees): N 38.0075 Longitude(decimal degrees): W 78.4789 Name and Location of all Off-site Support Activities to be covered under the general permit: Name: Address(if available): City: State: Zip: ,,., County(if not located within a City): Latitude(decimal degrees): Longitude(decimal degrees): 4. Status of the Construction Activity(check only one): Federal ❑ State❑ Public❑x Private [1 wr 5. Nature of the Construction Activity(e.g.,commercial, industrial, residential,agricultural,oil and gas,etc.): Municipal 6. Name of the Receiving Water(s)and Hydrologic Unit Code(HUC): Name: Rivanna River/Mechunk Creek/Moores Creek Name: HUC: 02080204/0208020404/020802040402 HUC: 7. If the discharge is through a Municipal Separate Storm Sewer System(MS4),the name of the MS4 operator: Albemarle County 8. Estimated Project Start and Completion Date: Start Date(mm/dd/yyyy): November 2015 Completion Date(mm/dd/yyyy): August 2016 9. Total Land Area of Development(to the nearest one-hundredth acre): 1.80 acres Estimated Area to be Disturbed(to the nearest one-hundredth acre): 1.80 acres 10. Is the area to be disturbed part of a larger common plan of development or sale? Yes n No 11. A stormwater pollution prevention plan (SWPPP) must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. 12. Certification: "I certify under penalty of law that I have read and understand this Registration Statement and that this document and all attachments were prepared in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief true, accurate, and complete. I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations." Printed Name: Title: Signature: Date: AIM (Please sign in INK. This Certification must be signed by the appropriate person associated with the operator identified in Item#1.) SIM 07/2014 Page 1 of 1 Instructions for Completing the Registration Statement General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) GENERAL The entities that are considered operators will commonly consist of the owner or developer of a project(the party with control of project plans A.Coverage Under this General Permit. and specifications)or the general contractor(the party with day to day .bay operational control of the activities at the project site which are Any operator applying for coverage under this general permit who is necessary to ensure compliance with the general permit). required to submit a Registration Statement (see Section B below) must submit a complete Registration Statement to the Department. Provide the legal name(do not use a colloquial name),contact,mailing The Registration Statement serves as a Notice of Intent for coverage address, telephone number, and email address (if available) of the under the General VPDES Permit for Discharges of Stormwater from construction activity operator;general permit coverage will be issued to Construction Activities(VAR10). this operator. Indicate if the Department may transmit general permit correspondence electronically. B.Single-family Detached Residential Structures. w Item 2:Existing General Permit Registration Number. Operators with an existing stormwater discharge or proposing a new stormwater discharge associated with the construction of a single- For reapplications only, provide the existing general permit registration family detached residential structure are not required to submit a number for the construction activity. This item does not need to be Registration Statement or the Department of Environmental Quality completed for new construction activities applying for general permit �+ (DEQ)portion of the general permit fee. coverage. Operators of these types of discharges are authorized to discharge Item 3: Name and Location of the Construction Activity under this general permit immediately upon the general permit's Information. effective date of July 1,2014. Provide the official name,street address(if available),city or county(if C.To Apply for Permit Coverage. not located within a City)of the construction activity. Also, provide the latitude and longitude in decimal degrees of the approximate center of 1. New Construction Activities. Any operator proposing a new the construction activity(e.g.,N 37.5000,W 77.5000). — stormwater discharge from construction activities shall submit a complete Registration Statement to the Department prior to the Name and Location of Off-site Support Activity Information. commencement of land disturbance, unless exempted by Section B above. Any operator proposing a new stormwater discharge from This general permit also authorizes stormwater discharges from construction activities in response to a public emergency where the support activities (e.g., concrete or asphalt batch plants, equipment related work requires immediate authorization to avoid imminent staging yards, material storage areas, excavated material disposal endangerment to human health or the environment is immediately areas, borrow areas) located on-site or off-site provided that (i) the authorized to discharge under this general permit and must submit a support activity is directly related to a construction activity that is complete Registration Statement to the Department no later than 30 required to have general permit coverage;(ii)the support activity is not days after commencing land disturbance; documentation to a commercial operation, nor does it serve multiple unrelated substantiate the occurrence of the public emergency must construction activities by different operators; (iii) the support activity accompany the Registration Statement. does not operate beyond the completion of the construction activity it supports; (iv) the support activity is identified in the registration 2. Existing Construction Activities. Any operator that was statement at the time of general permit coverage; (v) appropriate k authorized to discharge under the general permit issued in 2009, control measures are identified in a SWPPP and implemented to and who intends to continue coverage under this general permit, address the discharges from the support activity areas; and (vi) all shall submit a complete Registration Statement to the Department applicable state, federal, and local approvals are obtained for the on or before June 1,2014,unless exempted by Section B above. support activity. D.Where to Submit Registration Statements. Provide the official name,street address(if available), City and County (if not located within a City) of all off-site support activities to be All Registration Statements should be submitted to: covered under this general permit. Also, provide the latitude and longitude in decimal degrees of the approximate center of the off-site �,. Department of Environmental Quality support activities (e.g., N 37.5000, W 77.5000). Also, if an off-site Office of Stormwater Management,10th Floor support activity is going to be covered under this general permit the P.O.Box 1105 total land area of the off-site support activity and the estimated area to Richmond,VA 23218 be disturbed by the off-site support activity need to be included in Item #9. LINE-BY-LINE INSTRUCTIONS Item 4:Status of the Construction Activity. Item 1:Construction Activity Operator Information. Indicate the appropriate status (Federal, State, Public, or Private) of ta„ "Operator" means the owner or operator of any facility or activity the construction activity. subject to the Stormwater Management Act and regulations. In the context of stormwater associated with a large or small construction Item 5:Nature of the Construction Activity. activity, operator means any person associated with a construction project that meets either of the following two criteria:(i)the person has Provide a brief description of the construction activity, such as ww direct operational control over construction plans and specifications, commercial, residential,agricultural, oil and gas, etc.This list is not all including the ability to make modifications to those plans and inclusive. specifications or (ii) the person has day-to-day operational control of those activities at a project that are necessary to ensure compliance Item 6:Receiving Waters(s)and HUC Information. with a stormwater pollution prevention plan for the site or other state permit or VSMP authority permit conditions(i.e.,they are authorized to Provide the name of the receiving water(s)and corresponding HUC for direct workers at a site to carry out activities required by the all stormwater discharges including any stormwater discharges from stormwater pollution prevention plan or comply with other permit off-site support activities to be covered under this general permit. conditions). Hydrologic Unit Code or HUC is a watershed unit established in the most recent version of Virginia's 6th order national watershed boundary dataset. 07/2014 Page 1 of 2 IMO assigned or delegated to the manager in accordance with Item 7:MS4 Information. corporate procedures. If stormwater is discharged through a municipal separate storm sewer b. For a partnership or sole proprietorship: by a general partner or system(MS4),provide the name of the MS4 operator.The name of the the proprietor,respectively. MS4 operator is generally the Town, City, County, Institute or Federal facility where the construction activity is located. c. For a municipality,state,federal,or other public agency: by either a principal executive officer or ranking elected official. For purposes Item 8: Construction Activity Start and Completion Date of this part,a principal executive officer of a public agency includes: Information. (i)The chief executive officer of the agency,or Provide the estimated start date (month/day/year) of the construction activity. Provide the estimated completion date (month/day/year) of (ii)A senior executive officer having responsibility for the overall the construction activity. operations of a principal geographic unit of the agency. R Item 9:Construction Activity Area Information. Provide the total area (to the nearest one-hundredth acre) of the development (i.e.., the total acreage of the larger common plan of development or sale). Include the total acreage of any off-site support activity to be covered under this general permit. Provide the estimated area (to the nearest one-hundredth acre)to be disturbed by the construction activity. Include the estimated area of land disturbance that will occur at any off-site support activity to be covered under this general permit. Item 10:Common Plan of Development or Sale Information. Indicate if the area to be disturbed by the construction activity is part of a larger common plan of development or sale. Larger common plan of development or sale is defined as a contiguous area where separate and distinct construction may be taking place at different times on different schedules. Plan is broadly defined as any announcement or documentation, including a sign, public notice or hearing, sales pitch, advertisement, drawing, permit application, zoning request, etc., or physical demarcation such as boundary signs, lot stakes, or surveyor markings indicating that construction activities may occur. Item 11:Stormwater Pollution Prevention Plan(SWPPP). A Stormwater Pollution Prevention Plan(SWPPP)must be prepared in accordance with the requirements of the General VPDES Permit for Discharges of Stormwater from Construction Activities(VAR10)prior to submitting this Registration Statement. By signing this Registration Statement the operator is certifying that the SWPPP has been prepared. Item 12:Certification. A properly authorized individual associated with the operator identified in Item 1 of the Registration Statement is responsible for certifying and signing the Registration Statement. Please sign the Registration 4 Statement in INK. BM State statutes provide for severe penalties for submitting false information on the Registration Statement. State regulations require that the Registration Statement be signed as follows: a. For a corporation: by a responsible corporate officer. For the purpose of this part,a responsible corporate officer means: (i) A president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function,or any other person who performs similar policy-making or decision-making functions for the corporation,or (ii) the manager of one or more manufacturing, production, or operating facilities, provided the manager is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term compliance with environmental laws and regulations;the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application =' requirements; and where authority to sign documents has been 11i 07/2014 Page 2 of 2 Section 2. Notice of general permit coverage (This notice is to be posted near the main entrance according to 9VAC25-880-70, Part II, section C.) (Pro\ide a copy of the DEQ coverage letter when obtained) • - Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County Section 3. Nature of activity (Provide a detailed narrative of the construction activities. Include or reference a construction Schedule and ... sequence. Include any phasing.) Construction Activities 1. Clearing and grubbing along roadway or easement. 2. Furnish and install 16"HDPE casing and 6"HDPE water carrier pipe. 3. Furnish and install 6", 4" PVC water pipe. 4. Furnish and install 6" and 4"valves. 5. Furnish and install fire hydrants, air release valves, water services, and automatic flushing system. 6. Locate and connect to existing water main. 7. Abandon existing water main. 8. Restoration of all easements, yards,parking lot. 9. Place asphalt pavement according to VDOT specifications. 10. Testing of all water pipe and all appurtenances. 11. Disinfection of water main. 12. Any incidental work to complete project. Anticipated Schedule Start Construction: November 2015 End Construction: August 2016 IMP Sequence of Construction OWS 1. Notify the Albemarle County Service Authority (ACSA) inspector in writing seven days prior to commencing construction of this project. The inspector will notify the City of Scottsville's (City) Erosion and Sediment Control Regulatory Agency to arrange an on-site preconstruction meeting at least 48 hours prior to the issuance of a Land Disturbance Permit. 2. Remove existing debris from drainage ditches and haul to an appropriate disposal site. 3. Install all erosion and sediment control measures. SW/ 4. Notify the ACSA and City inspectors when initial erosion control measures are in place. 5. Locate all existing utilities and construct all water main improvements and water service connections. Place and compact approved backfill materials as trenching and installations proceed. 6. Test water mains, connect new water service connections, and overlay existing roads and gravel drives. 7. No stockpile is anticipated for this project. 00. 8. Upon completion of work, apply permanent seeding to all disturbed areas. 9. When disturbed area are stabilized to the satisfaction of the inspectors and the engineer, remove all temporary erosion and sediment control devices. 10. Notify the ACSA and City inspectors when all work is complete. Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County MOW Section 4. Erosion and Sediment Control Plan. (Provide a reduced. 1 lx 17 copy of the latest Erosion and Sediment Control Plan. Do not reference only.) irr (To be inserted into SWPPP following final review and approval.) 91111 101 MO OM Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County Section 5. Stormwater Management Plan (Provide a reduced 1 1 x 1 7 copy of the latest storm ater management plan. Do not reference only.) irr (Not required.) ti. Mai VafF MEI Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County Section 6. Pollution Prevention Plan. (reference County Code 17-404 and State Regulation 9VAC25-880-70 part II section A.4) A. Plan showing pollution activities and prevention practices (Provide a reduced 1 1 x 1 7 copy of a site plan on \\filch all of the following acts\ity locations are clearly marked. Keep this plan up-to-date with ongoing site changes and inspections.) (To be inserted into SWPPP following final review and approval.) IWO OWN Wog MOW Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County B. Sources of Pollutants, locations,and prevention practices { Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures No additional activities—N/A fid 8 C. Sources of Pollutants continued. Common activities and minimum control and prevention practices Pollutant,or Pollutant Location on site Prevention Practices, Generating Activity Control Measures Follow Erosion and Sediment Control Clearing,grading,excavating,and un- Land disturbance area Plan. Dispose of clearing debris at stabilized areas acceptable disposal sites.Seed and mulch, or sod within 7 days of land clearing Cover storm drain inlets and use drip pans Paving operations Roads and driveways and absorbent/oil dry for all paving machines to limit leaks and spills Direct concrete wash water into a leak- Concrete washout and Current location and detail shown on proof container or leak-proof settling basin cement waste plan that is designed so that no overflows can occur Enclose or cover material storage areas. Mix paint indoors in a containment area or Structure construction,stucco, Structures in a flat unpaved area.Prevent the painting, and cleaning discharge of soaps,solvents,detergents and wash water,paint,form release oils and curing compounds. Water shall be filtered,settled or similarly Dewatering operations Dewatering sites shown on plan treated prior to discharge as shown on id plan. Designated areas for material delivery and storage. Placed near construction R Material delivery and storage Designated area shown on plan entrances,away from waterways and drainage paths Material use during building process Building areas Follow manufacturer's instructions. MSDS's attached. iia Waste collection area will not receive a substantial amount of runoff from upland areas and does not drain directly to a Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County mil Pollutant,or Pollutant Prevention Practices, Generating Activity Location on site Control Measures Current designated container areas on waterway. Containers have lids covered Solid waste disposal plan before periods of rain,or are in a covered area. Scheduled collection to prevent overfilling.MATERIALS NOT TO BE BURIED ON-SITE Convenient and well-maintained portable sanitary facilities will be provided,and •. Sanitary waste Current locations shown on plan located away from waterways or inlets. Such facilities shall be regularly maintained. Apply fertilizers in accordance with Landscaping operations Landscape areas shown on plan manufacturer's recommendations and not /111111 during rainfall events To be treated in a sediment basin or better Wash Waters Wash areas shown on plan control as specified on plan.Minimize the discharge of pollutants from equipment and vehicle washing Vehicle and equipment washing Designated areas and details shown on Provide containment and filtering for all plan wash waters per the plan rr Minimization of exposure to precipitation and stormwater.Minimize the exposure of building materials,building products, construction wastes,trash,landscape materials,fertilizers,pesticides,herbicides,detergents,sanitary waste,and other materials present on the site to precipitation and to stormwater. arg (Identify all non-stormwater discharges to occur on your site. Keep this plan up-to-date with ongoing site changes and inspections. See CGP. 9VAC2 -880-7O section F for examples of non-storm\\iter discharges.) ,.. D. Non-stormwater discharges Discharge Pollutants or Pollutant Location on Site Constituents None anticipated N/A N/A NOW MIN Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County E. Persons responsible for pollution prevention practices (Provide the names and contact information for all persons responsible for prevention practices as listed apo\e.) (To be provided by contractor.) F. Response and reporting practices Minimize discharges from spills and leaks.Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures as follows. Respond to all spills,leaks and discharges as follows; Report all spills,leaks and discharges as follows; ad (Protide detailed response and reporting practices according to 9VAC'25-N8U-7(1. Part II. section A.4.c.) I (To be provided by contractor.) G. Pollution Prevention Awareness al (Describe training and procedures to provide awareness and compliance for all measures in this document: waste management. wash waters. pre\ention measures. etc.) (To be provided by contractor.) I Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP) Albemarle County Section 7. Discharges to impaired waters, surface waters within an applicable TMDL wasteload allocation, and exceptional waters. ►.. (Pros idc detailed measures for any applicable TMDL) (Not required—N/A) Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP)Albemarle County UMW �. Section 8. Qualified personnel The following personnel are responsible for inspections; (Provide the name, telephone number. and qualifications of the qualified personnel conducting inspections.) (To be provided by contractor.) SOVA iONIE Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County isium — Section 9. Signed Certification (Pro\ide certification according to 9V1\C2 -x;70-370. For purposes of plan re\iew and approvals. this ,�. certification should be the owner of the property. the same signature as appears on the bonds and applications. Another operator can be designated on the delegation of authority form to follow.) CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." WO Owner/Operator Name: Company: Title: MOWSignature: Date: MWe WNW meew AWN Issued— 10/2014 Stormwater Pollution Prevention Plan(SWPPP) Albemarle County IMO ..,, Section 10. Delegation of authority. (Pro\idc the persons or positions \\ith authority to sign inspection reports or to modify the storm,A titer pollution ism prevention plan. A formal. signed delegation of authority is needed.) y.. Delegation of Authority I, (name), hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state,zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in the Construction General Permit (CGP), and that the designee above meets the definition of a "duly authorized representative". Operator Name: Company: ®. Title: Signature: IOW Date: (To be provided by contractor.) INV Ulf Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP)Albemarle County IMO �,. Section 11. General permit copy (Pro\ide a copy of the construction general permit, 9VAC25-8$O) (To be inserted upon receipt.) WIN MIN AIM 11111 MOW IMO Issued— 10/2014 Stormwater Pollution Prevention Plan (SWPPP)Albemarle County Section 12. Inspection logs (Provide templates for your inspections. Requirements are listed in 9VAC25-88O-7U, Part II, section B and F.) 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