Loading...
HomeMy WebLinkAboutWPO201600040 Plan - Other (not approved) WPO VSMP 2016-04-01 �i. Albemarle County Service Authrity Serving ConservingL Ivy Water Main Extension Project Albemarle County, Virginia PROJECT MANUAL 90% Submittal April 2016 Whitman,Requardt&Associates,LLP 1915 100 YEARS 2015 ism I. iir IVY WATER MAIN EXTENSION PROJECT ACSA Project No. 2015-03 PROJECT MANUAL iri ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY, VIRGINIA IA/ Albemarle County Service Authobrity Serving'Conserving I. Prepared for: Albemarle County Service Authority 168 Spotnap Road Lim Charlottesville, Virginia 22911 Prepared by: Whitman Requardt &Associates, LLP 9030 Stony Point ParkwaVVI4 y Suite 220 Richmond, Virginia 23235 Whitman,Requardt&Associates,LLP 1915 100 YEARS 2015 Ir. Ivy Water Main Extension Project Table of Contents Albemarle County Service Authority ALBEMARLE COUNTY SERVICE AUTHORITY Albemarle County, Virginia IVY WATER MAIN EXTENSION PROJECT ACSA Project No. 2015-03 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 01720 Project Record Documents DIVISION 2 SITE WORK Section 02200 Earthwork, Excavation, Trenching and Backfilling N:\46480-01 7\Engineering\Specs\Civil\ToC.docx April 2016 1 `r Ivy Water Main Extension Project Table of Contents I Albemarle County Service Authority I 02223 Vibration Control 02300 Jacking and Boring 1 02500 Pavement 02615 Ductile Iron Pipe and Fittings 02630 Testing of Water Mains 02640 Valves, Hydrants and Appurtenances 02930 Fine Grading and Seeding I DIVISION 3 CONCRETE (Not Used) DIVISION 4 MASONRY (Not Used) I DIVISION 5 METALS (Not Used) I DIVISION 6 WOOD AND PLASTICS (Not Used) DIVISION 7 THERMAL AND MOISTURE PROTECTION (Not Used) I DIVISION 8 DOORS AND WINDOWS (Not Used) I DIVISION 9 FINISHES (Not Used) • II DIVISION 10 SPECIALTIES (Not Used) DIVISION 11 EQUIPMENT (Not Used) I DIVISION 12 SPECIAL FURNISHINGS (Not Used) DIVISION 13 SPECIAL CONSTRUCTION (Not Used) DIVISION 14 CONVEYING SYSTEMS (Not Used) I DIVISION 15 MECHANICAL (Not Used) i DIVISION 16 ELECTRICAL (Not Used) APPENDICES Appendix A - Ivy Water Main Extension—Geotechnical Data Appendix B - VDOT Land Use Permit Conditions (Not included in this submittal) 1 Appendix C - VSMP Permit and SWPPP (Not included in this submittal) Appendix D - Nationwide 12 Permit Conditions (Not included in this submittal) Appendix E - CSX Permit Condition I N:\46480-017\Engineering\Specs\Civil VfoC.docx April 2016 2 I his Ivy Water Main Extension Project Advertisement for Bids Albemarle County Service Authority ALBEMARLE COUNTY SERVICE AUTHORITY ACSA PROJECT NUMBER 2015-03 MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT iis ADVERTISEMENT FOR BIDS The Albemarle County Service Authority(ACSA) is seeking proposals from qualified contractors for the Ivy Water Main Extension Project(ACSA Project No. 2015-03). 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 ism 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 817 L.F. of 6" Ductile Iron Water Main and 96 L.F. of 18" Steel Casing Pipe, and 580 L.F. of 4" Ductile Iron Water Main including valves, tie- ins,fire hydrants,blow-offs, sampling stations,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. ims 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 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 N:\46480-017\Engineering\Specs\Civil\Advertisment for Bids.docx April 2016 AB-1 Ivy Water Main Extension Project Advertisement for Bids Albemarle County Service Authority include a separate non-refundable check to provide for charges, or a valid account number with 1 the designated carrier. 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 Albemarle County Service Authority at the above address and must be received no later than seven days preceding the date of"Bid Opening." 1 Albemarle County Service Authority I I i Gary B. O'Connell Executive Director 1 1 1 1 1 1 1 1 1 N:\46480-017\Engineering\Specs\Civil\Advertisment for Bids.docx April 2016 AB-2 irr Ivy Water Main Extension 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 a"' 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 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 bidder. 4. AVAILABILITY OF FUNDS: It is understood and agreed between the 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. irr 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 ire 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. kw 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 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-1 Ivy Water Main Extension 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 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 I 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 agent of any person or entity that is currently so debarred. 3. ETHICS IN PUBLIC CONTRACTING: The provisions contained in 1 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 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 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 of substantially equal or greater value was exchanged. The bidder certifies that to the best of their knowledge, no employee of the i 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. 1 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. 1 1 1 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-2 Ivy Water Main Extension Project Instructions to Bidders Albemarle County Service Authority and General Terms its 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). 7. DRUG-FREE WORKPLACE: During the performance of this contract, the its 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. w 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. ale N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-3 w Iv Water Main Extension Project Instructions to Bidders Y J Albemarle County Service Authority and General Terms 1 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 phase. C. Bid Period 1 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 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. OMISSIONS & DISCREPANCIES: Any items or parts of any equipment or 1 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 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, 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. 1 1 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-4 1 i. Ivy Water Main Extension Project Instructions to Bidders Albemarle County Service Authority and General Terms ire 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, ion 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. — XXXX-XX — Ivy Water Main Extension 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]. The signed bid and requested documents shall be submitted in a sealed envelope and identified with the following information: 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 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. N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-5 lir 1 Ivy Water Main Extension i Project Instructions to Bidders � Albemarle County Service Authority and General Terms d. Any additionalinformation 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 1 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 disqualification of the bidder from this procurement process. 4. USE OF ACSA BID FORM AND TERMS AND CONDITIONS: Failure to 1 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 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. 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 such changes. The bidder must sign the Bid Form correctly and legibly; and the bidder shall I 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. 1 1 1 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 1B-6 1 Ivy Water Main Extension Project Instructions to Bidders Albemarle County Service Authority and General Terms 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. aill 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. 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 lr. 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. N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-7 it Ivy Water Main Extension Project Instructions to Bidders Albemarle County Service Authority and General Terms E. Acceptance of Bids 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. 1 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. I 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, 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. i 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 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; N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-8 am Ivy Water Main Extension 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 lir 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; lig 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, ire attachment, or otherwise) for any items unless such alternative bids or 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; ir. N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-9 Ivy Water Main Extension 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 I time limit specified; and d. they have a competent and experienced organization. e. they have performed and completed similar work of similar magnitude in 1 a satisfactory manner. The ACSA may make such investigations as it deems necessary to determine 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 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. 1 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 familiar with all phases of the work. The bidder must satisfy themselves of the accuracy of the estimated quantities 1 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 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 by the Contractor or relieve them from fulfilling any of the conditions of the Contract Documents. 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 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 1 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-10 1 elm Ivy Water Main Extension Project Instructions to Bidders Albemarle County Service Authority and General Terms 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 Lit 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 gi. 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 ,s 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 his 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 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 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-11 V• mow Ivy Water Main Extension Project Instructions to Bidders Albemarle County Service Authority and General Terms and Insurance as hereinprovided, 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 1 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 1 their bid security or as a defense to any action based upon the neglect or refusal to execute a contract. 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 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. 1 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 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 agreement is included within these contract documents (Section 00850). 5. NOTICE TO PROCEED: The Contractor shall be notified by letter, giving 1 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. 1 1 1 N:\46480-017\Engineering\Specs\Civil\00000-Instructions to Bidders.docx April 2016 IB-12 1 Ivy Water Main Extension Project Field Services Albemarle County Service Authority SECTION 00400 BID FORM TO: ALBEMARLE COUNTY SERVICE AUTHORITY FOR: ACSA Project No. 2015-03—Ivy Water Main Extension 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 effected 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 o f 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 L or all bids,to waive any informality in any bid, and to accept any bid considered to be advantageous to the ACSA. `. 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 a. 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. N:\46480-017\Engineering\Specs\Civi1\00400-Bid Form.docx April 2016 01050-1 V Ivy Water Main Extension Project Field Services Albemarle County Service Authority ALBEMARLE COUNTY SERVICE AUTHORITY MICHIE TAVERN WATER MAIN REPLACEMENT PROJECT INSTRUCTIONS: The Bidder shall fill in the blanks providing followin g: The Bidder's 1 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. 1 (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. 1 ` ESTtA'T�II CQINTTRAer` DESCRIPTION OF WORK AND UNIT PRICE n COMPUTED 1 .,. apt LltdI'I` ITEM No, 'WORDS AI+Ib TOTAL PRICE Mobilization1 1. Dollars Lump $ $ and Cents Sum 18" Steel Casing Pipe 2 Dollars 96 $ $ L.F. and Cents 6" Class 52 Ductile Iron Water Main 3 Dollars 817 $ $ L.F. and Cents 1 4" Class 52 Ductile Iron Water Main 111 580 4. Dollars L.F $ $ and Cents 1 1 N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-2 1 rr Ivy Water Main Extension Project Field Services Albemarle County Service Authority its 'E 'I1t3A..TFU CONTI CT` D RIPT>ONOF WORK MO UNITPxz� N G COMPUTED t' 4 N'o, WOR Ut ry c>r" ToTAL PRICE Awl)UNIT 1.5"Water Service Connection 5. Dollars 8 $ $ Each and Cents 1.5" Copper Pipe 210 6. Dollars L.F. $ $ and Cents 2" Copper Pipe 7. Dollars 14 $ $ L.F. and Cents i• Meter Box and Yoke 8. Dollars 6 $ $ Each and Cents Pressure Reducing Valve and Meter Box 9. 6 $ $ Dollars Each and Cents rr r`. N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-3 i Ivy Water Main Extension Project Field Services I Albemarle County Service Authority ESTNMATI D I CONTRAC r: DESCRIPTION OF WORK ANI)UNIT PRICE IN Ci}N rptITED ITEM Flo. WORDS QLfiANTIT'Y UNIT Pm_ . AND UNIT TOTAL PRICE 1.5" Polyethylene Pipe Dollars 1150 $ $ I 10. L.F. and Cents i u 6-inch Dia. Gate Valves with ValveI Boxes 6 11. Dollars Each $ $ I and Cents I 4-inch Dia. Gate Valve with Valve Box I 4 12. Dollars Each $ $ and Cents 1 Type B Blow-off Assembly Y III 2 13. Dollars Each $ $ I and Cents I Fire Hydrant Assembly I 2 14. Dollars Each $ $ and Cents I I I I N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-4 1 Ivy Water Main Extension Project Field Services Albemarle County Service Authority r.. ESTIA4rt CONTRACT DESCRIPTION OP WoRin AND UNIT PRICE IN. COMPUTED QUANTi i PIC ITEM No. WiRos TOTAL PRICE AND Automatic Flushing Assembly i. 15. Dollars Each $ and Cents ,, Base Stone Aggregate (21A or B) 16. Dollars C Y $ $ kri and Cents Asphalt Concrete Base Pavement (BM-25.0) 227 17. Dollars S.Y. $ and Cents Asphalt Concrete Surface Course (VDOT SM-9.5A) 18. 1057 $ Dollars S.Y. and Cents Additional Unclassified Excavation Ordered by the Engineer or Inspector 0 19. Dollars C.Y.� $ $ and Cents Additional Concrete—as Directed by the Engineer or Inspector 20. 20 $ $ Dollars C.Y. and Cents N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-5 ' Ivy Water Main Extension Field Services Extension o� Albemarle County Service Authority IySTTMATED ' CONTRACT DESCRIPTION OF WORK AND UNIT PRICE IN Ct�MPUTEuAN'Tr�'l' UNITPRICE ITEM No. WORDS' TOTAL PRICE ANI)UNIT Additional Select Fill 20 21. Dollars C.Y. $ $ and Cents Over-Excavation of Unsuitable Subgrade with Porous Refill 25 22. Dollars C.Y. $ $ and Cents 1 Abandonment of existing water main 1 23. Dollars Lump $ $ Sum and Cents COMPUTED TOTAL AMOUNT FOR ALL CONTRACT ITEMS (SUM OF CONTRACT ITEMS 1 THROUGH 23) 1 DOLLARS AND CENTS 1 1 1 1 N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-6 +r. Ivy Water Main Extension Project Field Services Albemarle County Service Authority i. 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) ire being duly sworn, deposes and says: That 1 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 i. by Notary Public i"■ My Commission Expires: Notary Registration Number: 'r. (SEAL) (Form of affidavit where Bidder is a partnership) i. of (City or County) (State or Commonwealth) being duly sworn, deposes and says: That I am a general partner of N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-7 Ivy Water Main Extension Project Field Services Albemarle County Service Authority 1 the partnership described in and which executed the foregoing Bid; that I duly subscribed the name of the partnership thereunto on behalf of the partnership; 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: 1 (SEAL) 1 1 1 (Form of affidavit where Bidder is a corporation) of (City or County) (State or Commonwealth) beingdulysworn, deposes and says: That I reside in the City of ;that I am the_ p of (Title) (Name of Company) 1 N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-8 i Ivy Water Main Extension Project Field Services Albemarle County Service Authority 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 its 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: it. Notary Registration Number: ism (SEAL) END OF SECTION i`. �r. N:\46480-017\Engineering\Specs\Civil\00400-Bid Form.docx April 2016 01050-9 I 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 I 1 it Ivy Water Main Extension Project Bid Bond Albemarle County Service Authority SECTION 00430 BID BOND 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 ($ ), r. 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. r. N:\46480-017\Engineering\Specs\Civil\00430-Bid Bond.docx April 2016 00430-1 it Ivy Water Main Extension 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. Signed and sealed this day of 20 Seal (Principal) (Seal) By: (Name and Title) { (Surety) (Seal) i By: , Resident Virginia Agent (Attorney-in-Fact) 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. 1 I 1 1 1 END OF SECTION 1 N:\46480-017\Engineering\Specs\Civil\00430-Bid Bond.docx April 2016 00430-2 1 Ivy Water Main Extension Project Bidder's Qualifications Albemarle County Service Authority Statement SECTION 00431 ire STANDARD FORM OF BIDDER'S QUALIFICATION STATEMENT rr ism iie ism N:\46480-017\Engineering\Specs\Civil\00431-Qualifications Statement.docx April 2016 00431-1 ire Qualifications Ivy Water Main Extension Project Bidder'sQ Albemarle County Service Authority Statement Note: If you have filed a Qualification Statement within the past 180 days, only answer question numbers 1 and 14 through 25. QUALIFICATION STATEMENT 1 Submitted by ) ❑ A Corporation ) ❑ A Co-partnership ) ❑ An Individual Principal Office The signatory of this questionnaire guarantees the truth and accuracy of all statements and of all interrogatories hereinafter made 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: When incorporated Date of organization In what State 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: 1 1 N:\46480-017\Engineering\Specs\Civil\00431-Qualifications Statement.docx April 2016 00431-2 1 • Ivy Water Main Extension 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 6. List projects your organization has completed in past three years: ire Contract Amount Class of Work When Completed Name and Address of Owner Use blank sheet if additional space is needed. 7. Have you ever failed to complete any work awarded to you? i . If so, where and why? i. N:\46480-017\Engineering\Specs\Civil\00431-Qualifications Statement.docx April 2016 00431-3 v Ivy Water Main Extension 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? If so, state name of individual, other organization and reason therefore: 1 I 9. Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name? 1 If so, state name of individual, name of Owner and reason therefore: 1 10. In what other lines of business are you fmancially interested? 11. Give the names and addresses of all banks with whom you have done business during the past five years. 1 1 1 12. Give the names and addresses of all surety companies with whom you have done 1 business during the last five years. 1 1 1 N:\46480-017\Engineering\Specs\Civil\00431-Qualifications Statement.docx April 2016 00431-4 ii. Ivy Water Main Extension Project Bidder's Qualifications Albemarle County Service Authority Statement i. 13. What is the construction experience of the principal individuals of your organization? Individual Present Position Years of Magnitude In What Construction and Type of Capacity Name or Office Experience Work r. fw 14. In what manner have you inspected this proposed work? Explain in detail. 15. Explain your plan or lay out for performing the proposed work. r. 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? l. N:46480-017\Engineering\Specs\Civil\00431 -Qualifications Statement.docx April 2016 00431-5 Ivy Water Main Extension Extension Project Q 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 Capacity, Etc. Service Location 1 1 1 20. What equipment do you intend to purchase for use on the proposed work, should the contract be awarded to you? 1 Quantity Item Description, Size, Capacity, Approximate Cost Etc. 1 1 1 1 21. How and when will you pay for the equipment to be purchased? 1 22. Do you propose to rent any equipment for this work? If so, state type, quantity and reasons for renting or received firm offers for all materials within prices used in 23. Have you made contracts preparing your proposal? 24. It is required that the Standard Form of Contractor's Financial Statement be filed with this Statement. Have you done so? 1 N:\46480-017\Engineering\Specs\Civil\00431-Qualifications Statement.docx April 2016 00431-6 1 ir Ivy Water Main Extension Project Bidder's Qualifications Albemarle County Service Authority Statement Dated at this day of Irr Name of Organization By Title of Person Signing STATE OF w ) COUNTY OFau ) (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: i1. END OF SECTION lie N:\46480-017\Engineering\Specs\Civil\00431-Qualifications Statement.docx April 2016 00431-7 IYr� 1 1 1 1 i 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 1 1 i. Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority lire SECTION 00432 I. L Y STANDARD FORM OF CONTRACTOR'S FINANCIAL STATEMENT �r. )❑ An Individual it Submitted by )1 A Co-partnership )❑ A Corporation With principal office at ire To Condition at close of business , 20 ire era N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-1 ire Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority Condition at close of business 20 ASSETS DOLLARS 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 payment 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 ....... ' 4. (b) Recoverable after 90 days 7. Interest accrued on loans,securities,etc ................................................................ 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 12. Furniture and Fixtures,book value 13. Other assets Total assets LIABILITIES 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 1. Liability on notes receivable,discounted or sold 2. Liability on accounts receivable,pledged,assigned or sold 3. Liability as Bondsman 4. Liability as guarantor or contracts or on accounts of others 5. Other contingent liabilities Total Contingent Liabilities N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-2 Ivy Water Main Extension 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) irr NAME OF BANK LOCATION DEPOSIT IN NAME OF AMOUNT IYr 2* (a)due within 90 days Notes Receivable (b)due after 90 days (c)past due RECEIVABLE FROM: NAME AND ADDRESS FOR WHAT DATE OF HOW SECURED AMOUNT MATURITY Have any of the above been discounted or sold? If so,state amount,to whom,and reason hi ilia Accounts receivable from completed contracts exclusive of claims not approved for payment 3* $ NAME AND ADDRESS OF OWNER NATURE OF AMOUNT OF AMOUNT CONTRACT CONTRACT RECEIVABLE err ire Have any of the above been assigned,sold or pledged? If so,state amount,to whom,and reason N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-3 6o Ivy Water Main Extension 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 DUE Have any of the above been sold,assigned,or pledged? If so,state amount,to whom,and reason 5* Accounts receivable not from construction contracts $ RECEIVABLE FROM: NAME AND ADDRESS FOR WHAT WHEN DUE AMOUNT What amount,if any,is past due$ $ 6 Deposits with bids or otherwise as guarantees $ DEPOSITED WITH: NAME AND ADDRESS FOR WHAT WHEN RECOVERABLE AMOUNT 1 I N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-4 Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority Ir 7 Interest accrued on loans,securities,etc. $ ON WHAT ACCRUED TO BE PAID WHEN AMOUNT li A Real Estate (a)Used for business purposes $ �i Book Value (b)Not used for business purposes DESCRIPTION OF PROPERTY IMPROVEMENTS TOTAL BOOK VALUE NATURE OF BOOK VALUE IMPROVEMENTS Li 1. 2. 3. 4. LOCATION HELD IN WHOSE NAME ASSESSED AMOUNT OF VALUE ENCUMBRANCES 1. L. 2. 3. is 4. r L it it \46480-017\Engineering\Specs\Civi1\00432-Contractors Financial Statement.docx April 2016 00432-5 Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority 1 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. not included in Item 4, Materials in stock and Assets: 10 (a)For use on uncompleted contracts(present value) $ (b)Other materials(present value) $ PRESENT VALUE DESCRIPTION OF MATERIAL QUANTITY FOR UNCOMPLETED OTHER MATERIALS CONTRACT i 1 1 1 N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-6 Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority L 3 11* Equipment at book value $ QUANTITY DESCRIPTION AND CAPACITY AGE OF ITEMS PURCHASE DEPRECIATION BOOK VALUE OF ITEMS PRICE CHARGED OFF Il Are there any liens against the above? If so,state total amount Furniture and fixtures at book value $ 12 13 Other assets $ DESCRIPTION Amount TOTAL ASSETS Irr kir ti r Jnr N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-7 rr Ivy Water Main Extension Project Contractor's Financial Statement 1 Albemarle County Service Authority I DETAILS RELATIVE TO LIABILITIES *Include all amounts owing sub-contractors for all work in place and accepted on completed I 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 2* Accounts Payable (a)Not past due $ (b)Past due TO WHOM: NAME AND ADDRESS FOR WHAT DATE PAYABLE AMOUNT 3 Real Estate encumbrances(See Item 8,Assets) $ 4 Other Liabilities $ DESCRIPTION AMOUNT 5 Reserves $ INTEREST INSURANCE BLDGS.& PLANT DEPT TAXES BAD DEBTS FIXT. $ $ $ $ $ $ $ $ I N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-8 ire Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority ie DETAILS RELATIVE TO LIABILITIES L Capital Stock paid up(a)Common $ 6 (b)Preferred is 7 Surplus: $ $ TOTAL LIABILITIES $ las' If a corporation,answer this: If a co-partnership,answer this: l Capital paid in cash,$ Date of organization } When incorporated In what State State whether partnership is general,limited or association President's name iiilVice-President's name Secretary's name Treasurer's name il Name and address of partners: 11 ,,, 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 IN 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 6 information necessary to verify this statement. NOTE: A co-partnership must give firm name and signatures of all rrr. partners. A corporation must give full corporate name, signature of official and affix corporate seal. it la ire in N:\46480-017\Engineering\Specs Tivi1\00432-Contractors Financial Statement.docx April 2016 00432-9 Contractor's Financial Statement Ivy Water Main Extension Project Albemarle County Service Authority I AFFIDAVIT FOR INDIVIDUAL 1 being duly sworn, deposes and says that the foregoing fmancial 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. 1 (Applicant must also sign here) STATE OF VIRGINIA CITY/COUNTY OF The foregoing instrument was acknowledged before me this day of ' , 20 by ' 1 Notary Public My Commission Expires: i Notary Registration Number: 1 1 (SEAL) 1 I 1 A 1 April 2016 N:W6480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx 4 00432-10 ire Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority 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 financial statement, taken ass from the books of the said firm, is a true and accurate statement of the financial condition of the said firm as of the date thereof and that the answers to the foregoing interrogatories are true. 11.1 (All members of firm must also sign here) 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: (SEAL) I. N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-11 a Ivy Water Main Extension Project Contractor's Financial Statement Albemarle County Service Authority AFFIDAVIT FOR CORPORATION 1 being duly sworn, deposes and says that he is 1 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 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. 1 (Signature of Applicant) 1 (Title of Applicant) 1 STATE OF VIRGINIA CITY/COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 by 1 Notary Public My commission expires: Notary Registration Number: 1 (SEAL) 1 END OF SECTION 1 1 N:\46480-017\Engineering\Specs\Civil\00432-Contractors Financial Statement.docx April 2016 00432-12 Ivy Water Main Extension Project Receipt of Addenda Albemarle County Service Authority i"' 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 lN. (Name of Bidder) By (Signature) iw (Printed Name and Title) ir. `' END OF SECTION kosi N:\46480-017\Engineering\Specs\Civil\00490-Receipt of Addenda.docx April 2016 00490-1 1r 1 1 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 I 1 I 1 1 1 1 i. Ivy Water Main Extension 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 w THIS AGREEMENT is by and between the Albemarle County Service Authority(ACSA) (hereinafter called OWNER) and[Name of Bidden] (hereinafter called CONTRACTOR). 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 casing pipe underneath CSX property. 3. Furnish and install 6", 4" DI water pipe. 4. Furnish and install 6" and 4"valves. 5. Furnish and install fire hydrants, blow-off and box and water services. 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. ARTICLE 2 —THE PROJECT 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. XXXX-XX—Ivy Water Main Extension Project ika ARTICLE 3 —ENGINEER 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 as N:\46480-017\Engineering\Specs\Civil\00500-Standard Form Agreement.docx April 2016 00500-1 rrq I Ivy Water Main Extension Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 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 TIMES 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 1 date when the Contract Times commence to run as provided in paragraph 2.03 of the Standard General Conditions, and completed and ready for final 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 1 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 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. ARTICL• E 5—CONTRACT 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. I N:\46480-017\Engineering\Specs\Civil\00500-Standard Form Agreement.docx April 2016 00500-2 1 Ivy Water Main Extension Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 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. ARTICLE 6—PAYMENT PROCEDURES 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). IL 2. Upon Substantial Completion, OWNER shall pay an amount sufficient 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. 6.03 Final Payment iir N:V16480-017\Engineering\Specs\Civi1\00500-Standard Form Agreement.docx April 2016 00500-3 1 Ivy Water Main Extension Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 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 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 1 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 1 and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied 1 as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 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, 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 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. 1 N:\46480-017\Engineering\Specs\Civil\00500-Standard Form Agreement.docx April 2016 00500-4 i lr. Ivy Water Main Extension Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 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, 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. igi ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents 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: Ivy Water Main Extension Project —ACSA Project No. XXXX- XX; 8. All addenda(numbers to inclusive); 9. Exhibits to this Agreement (enumerated as follows): hal 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: a. Written Amendments b. Work Change Directives irr N:\46480-017\Engineering\Specs\Civi1\00500-Standard Form Agreement.docx April 2016 00500-5 Ivy Water Main Extension Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price c. Change Order(s) d. Notice to Proceed r attached to this Agreement B. The documents listed in paragraph 9.01.A are g (except as expressly noted otherwise above). Documents mayonlybe amended, modified, or supplemented as C. The Contract pp provided in paragraph 3.04 of the Standard General Conditions. ARTICLE 10 —MISCELLANEOUS • 10.01 Terms I 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, 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 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 1 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 intention of the stricken provision. 10.05 Other Provisions N:\46480-017\Engineering\Specs\Civil\00500-Standard Form Agreement.docx April 2016 00500-6 1 Ivy Water Main Extension Project Standard Form of Agreement Between Owner Albemarle County Service Authority and Contractor on the Basis of Stipulated Price 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. This Agreement will be effective on [Date of Agreement], which is the Effective Date of the Agreement. OWNER: CONTRACTOR: Albemarle County Service Authority [Contractor] By: By: [CORPORATE SEAL] [CORPORATE SEAL] firi 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— Ili CONTRACTOR Agreement). (If CONTRACTOR is a corpora- tion or a partnership, attach evidence of authority to sign). i`. rr. N:\46480-017\Engineering\Specs\Civil\00500-Standard Form Agreement.docx April 2016 00500-7 1 Ivy Water Main Extension 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: 1 1 1 1 END OF SECTION 1 I N:\46480-017\Engineering\Specs\Civil\00500-Standard Form Agreement.docx April 2016 00500-8 iii 1 Ivy Water Main Extension 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): ire OWNER(Name and Address): CONTRACT fig Date: Amount: Description (Name and Location): BOND Date (Not earlier than Contract Date): lis 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:\46480-017\Engineering\Specs\Civil\00600-Performance Bond.doc April 2016 00600-1 Ivy Water Main Extension Project Performance Bond Albemarle County Service Authority 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 Contract,which is incorporated herein by reference. the Surety to the OWNER shall not be greater than those of the CONTRACTOR under the Contract,and the responsibilities of the OWNER to the Surety shall not be greater than those 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 is 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 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 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,it any,subsequently to damages caused by delayed performance or non-performance of the declare a CONTRACTOR Default;and CONTRACTOR. 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 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: 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 shall be instituted within two years after CONTRACTOR Default or within two years after the 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 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 11. When this Bond has been furnished 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 conflicting 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 paragraph 6 in excess of the Balance of the Contract Price incurred by the 12. Definitions. 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 be received by the OWNER in settlement of insurance or other Claims for 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 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 changes 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 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. OWNER. I (FOR INFORMATION ONLY—Name,Address and Telephone) AGENT or BROKER:OWNER'S REPRESENTATIVE(Engineer or other party): • N:\46480-017\Engineering\Specs\Civil\00600-Performance Bond.doc April 2016 00600-2 Ivy Water Main Extension Project Payment Bond Albemarle County Service Authority as SECTION 00610 Construction Payment Bond •• Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. ill' CONTRACTOR(Name and Address): SURETY (Name and Principal Place of Business): ism al OWNER(Name and Address): iLr CONTRACT Date: Amount: Description (Name and Location): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond Form: 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) 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, 6, the American Subcontractors Association, and the Associated Specialty Contractors 1. N:\46480-017\Engineering\Specs\Civil\00610-Construction Payment Bond.doc April 2016 00610-1 r Ivy Water Main Extension Project Payment Bond Albemarle County Service Authority I. 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 of the Contract are dedicated to satisfy obligations of the CONTRACTOR and the 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 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 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 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 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 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 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 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 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. 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 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 furnished 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 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 for whom the labor was done or performed;and statutory Bond and not as a common law bond. 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 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 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. 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, 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. 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 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. 6.2. Pay or arrange for payment of any undisputed amounts. 15.3. OWNER Default:Failure of the OWNER,which has neither been remedied nor waived,to pay the CONTRACTOR as required by the Contract or to 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. 1 (FOR INFORMATION ONLY—(Name,Address and Telephone) AGENCT or BROKER: OWNER's REPRESENTATIVE(Engineer or other party): N:\46480-017\Engineering\Specs\Civil\00610-Construction Payment Bond.doc April 2016 00610-2 Ivy Water Main Extension Project Certificate of Insurance Albemarle County Service Authority SECTION 00620 CERTIFICATE OF INSURANCE * Attach Certificate of Insurance Hereto. tier Coverage shall comply with the requirements of SECTION 00800—Supplemental Conditions END OF SECTION ihr rr. iro i. ism its N:\46480-017\Engineering\Specs\Civil\00620-Cert.of Insurance.docx April 2016 00620-1 it r 1 I 1 1 I i 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 1 1 1 i 1 ir. Ivy Water Main Extension Project Notice of Award Albemarle County Service Authority SECTION 00630 NOTICE OF AWARD Dated: [Date of Award] TO: [Contractor's Name] ADDRESS: [Contractor's Address] PROJECT: ACSA Project No. 3000C-XX—Ivy Water Main Extension 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. XXXX-XX—Ivy Water Main Extension Project The Contract Price of your Contract is: $ [Total Contract Price] 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 4 By: Executive Director END OF SECTION N:\46480-01 7\Engineering\Specs\Civil\00630-Notice of Award.docx April 2016 00630-1 1 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 1 1 r 1 1 Ire Ivy Water Main Extension Project Notice to Proceed Albemarle County Service Authority SECTION 00640 NOTICE TO PROCEED To: [Contractor's Name] [Contractor's Address] Project: ACSA Project No. XXXX-XX—Ivy Water Main Extension Project 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 ii. 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. Dated this day of ire By: Peter C. Gorham, P.E. Title: Director of Engineering Acceptance of Notice Receipt of the foregoing Notice to Proceed is hereby acknowledged. By [Contractor's Name] this day of 20 . By Title End of Section 00640 N:\46480-017\Engineering\Specs\Civil\00640-Notice to Proceed.docx April 2016 00640-1 1 I 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 i 1 1 1 1 r 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. Ir STANDARD ire GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT hee Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By i. A C E C National Society of Professional Engineers ASCE American Societyof Civil Engineers Avrruco,Col,CA or LHGINF[RI,G Co,rr,r'rrs Professional Engineers in Private Practice PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS stir AMERICAN COUNCIL OF ENGINEERING COMPANIES r AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by milingeR,'CI- !mama The Associated General Contractors of America Knowledge inr Creating and Sustaining the Built Environment Construction Specifications Institute irr EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. it 00700-0 1 1 1 1 1 1 0.11111111111111111111111111111111111111111, 1 Copyright©2002 1 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 American Council of Engineering Companies 1015 15th Street,N.W.,Washington,DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive,Reston,VA 20191-4400 i 1 1 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and 1 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). 1 1 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-1 it ir ,,, TABLE OF CONTENTS Page i. ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 6 1.01 Defined Terms 6 1.02 Terminology 8 in ARTICLE 2-PRELIMINARY MATTERS 9 2.01 Delivery of Bonds and Evidence of Insurance 9 2.02 Copies of Documents 9 i■ 2.03 Commencement of Contract Times;Notice to Proceed 9 2.04 Starting the Work 9 2.05 Before Starting Construction 9 ire 2.06 Preconstruction Conference 9 2.07 Initial Acceptance of Schedules 9 ARTICLE 3 -CONTRACT DOCUMENTS:INTENT,AMENDING,REUSE 10 3.01 Intent 10 i. 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 Is 3.06 Electronic Data 11 ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS 11 itrr 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 it 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 w 5.04 Contractor's Liability Insurance 15 iii5.05 Owner's Liability Insurance 16 5.06 Property Insurance 16 5.07 Waiver of Rights 17 ilir 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 as 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 no 6.08 Permits 21 6.09 Laws and Regulations 21 6.10 Taxes 22 him 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 ie 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. in 00700-2 11111116. , 6.16 Emergencies 23 I 6.17 Shop Drawings and Samples 23 6.18 Continuing the Work 24 6.19 Contractor's General Warranty and Guarantee 24 6.20 Indemnification 24 6.21 Delegation of Professional Design Services 25 ARTICLE 7-OTHER WORK AT THE SI 1'h 25 7.01 Related Work at Site 25 II 7.02 Coordination 26 7.03 Legal Relationships 26 I ARTICLE 8-OWNER'S RESPONSIBILITIES 26 8.01 Communications to Contractor 26 8.02 Replacement of Engineer 26 8.03 Furnish Data 26 8.04 Pay When Due 26 8.05 Lands and Easements;Reports and Tests 26 8.06 Insurance 26 8.07 Change Orders 26 8.08 Inspections, Tests, and Approvals 26 8.09 Limitations on Owner's Responsibilities 27 8.10 Undisclosed Hazardous Environmental Condition 27 I 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 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 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 ARTICLE 10-CHANGES IN THE WORK;CLAIMS 28 10.01 Authorized Changes in the Work 28 10.02 Unauthorized Changes in the Work 29 10.03 Execution of Change Orders 29 10.04 Notification to Surety 29 10.05 Claims 29 ARTICLE 11 -COST OF THE WORK;ALLOWANCES;UNIT PRICE WORK 30 11.01 Cost of the Work 30 11.02 Allowances 31 11.03 Unit Price Work 31 ARTICLE 12-CHANGE OF CONTRACT PRICE;CHANGE OF CONTRACT TIMES 32 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 33 13.01 Notice of Defects 33 13.02 Access to Work 33 13.03 Tests and Inspections 33 13.04 Uncovering Work 34 13.05 Owner May Stop the Work 34 13.06 Correction or Removal of Defective Work 34 13.07 Correction Period 34 13.08 Acceptance of Defective Work 35 13.09 Owner May Correct Defective Work 35 ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION 36 ' 14.01 Schedule of Values 36 14.02 Progress Payments 36 14.03 Contractor's Warranty of Title 37 14.04 Substantial Completion 37 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-3 rr 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 air 16.01 Methods and Procedures 41 ARTICLE 17-MISCELLANEOUS 41 17.01 Giving Notice 41 tiro 17.02 Computation of Times 41 17.03 Cumulative Remedies 41 17.04 Survival of Obligations 41 17.05 Controlling Law 41 Iiis 17.06 Headings 41 Lr ri r it Ylr Aim rr it u. lir frr EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 1r 00700-4 l I GENERAL CONDITIONS 9. Change Order--A document recommended by , Engineer which is signed by Contractor and Owner and ARTICLE 1 -DEFINITIONS AND TERMINOLOGY authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the 1.01 Defined Terms Agreement. I A. Wherever used in the Bidding Requirements 10. Claim--A demand or assertion by Owner or or Contract Documents and printed with initial capital Contractor seeking an adjustment of Contract Price or 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 plural thereof In addition to terms specifically defined, a third party is not a Claim. terms with initial capital letters in the Contract 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 the Work. The Contract supersedes prior negotiations, 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 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. I 3.Application for Payment--The form acceptable 13. Contract Price--The moneys payable by to Engineer which is to be used by Contractor during the Owner to Contractor for completion of the Work in t 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. 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 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 established by the United States Occupational Safety and evidenced by Engineer's written recommendation of final Health Administration. payment. 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. 16. Cost of the Work--See Paragraph 11.01.A for 6. Bidder--The individual or entity who submits definition. a Bid directly to Owner. 17. Drawings--That part of the Contract 7. Bidding Documents--The Bidding Documents prepared or approved by Engineer which 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 other Contractor submittals are not Drawings as so 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 supplements. indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer--The individual or entity named as such in the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-5 iiw 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 which does not involve a change in the Contract Price or duration of the activities comprising the Contractor's plan ire 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 i tto all sections of the Specifications. be the whole, or a part. 22. Hazardous Environmental Condition--The 34. Project Manual--The bound documentary itr 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. f`. connection with the Work. 35. Radioactive Material--Source, special nucle- 23. Hazardous Waste--The term Hazardous ar,or byproduct material as defined by the Atomic Energy iota 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, rr 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- its 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, is 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 4 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 is 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 I"' 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 is 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. jy the Work is to be performed. 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 lir 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. ire 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 iiiii 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. j� 00700-6 ■n► I 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 be incorporated in a subsequently issued Change Order 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. Subcontractor for the performance of a part of the Work at the Site. 1.02 Terminology I 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 the point where, in the opinion of Engineer, the Work(or Documents,have the following meaning. a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the B.Intent of Certain Terms or Adjectives Work (or a specified part thereof) can be utilized for the 1 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 or part of the Work refer to Substantial Completion terms of like effect or import to authorize an exercise of I 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 1 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 Documents and conformance with the design concept of 48. Supplier--A manufacturer, fabricator, suppli- the completed Project as a functioning whole as shown or er, distributor, materialman, or vendor having a direct indicated in the Contract Documents (unless there is a 1 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 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 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 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 basis of unit prices. 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 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 construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as b. does not meet the requirements of any 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 or 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 - Engineer ordering an addition, deletion, or revision in the recommendation of final payment (unless Work, or responding to differing or unforeseen subsurface responsibility for the protection thereof has been 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). will not change the Contract Price or the Contract Times EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-7 i. 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 IN 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. ire 2. The word "install," when used in connection 2.04 Starting the Work with services, materials, or equipment, shall mean to put as, ` 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. iiim 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. in 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: r. 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 1 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 irr 3. a preliminary Schedule of Values for all of the ARTICLE 2-PRELIMINARY MATTERS Work which includes quantities and prices of items which firs 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 ills 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 ill 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 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 Jim 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. iiii 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 i` 2.03 Commencement of Contract Times; Notice to Paragraph 2.05.A. Contractor shall have an additional 10 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. ime 00700-8 n■► responsibilities of Owner, Contractor, or Engineer, or any 1 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 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 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 Documents. 2. Contractor's Schedule of Submittals will be 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 3. Contractor's Schedule of Values will be 1. Contractor's Review of Contract Documents I 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 1 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 AMENDING,REUSE Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 3.01 Intent 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, 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 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 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 Paragraph 3.04. 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 3.02 Reference Standards Contractor knew or reasonably should have known thereof. A. Standards, Specifications, Codes, Laws, and Regulations B. Resolving Discrepancies 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: tions in effect at the time of opening of Bids (or on the 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 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 Sri (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). jy, 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 IN 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- ill 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 irr 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. Sample; (Subject to the provisions of Paragraph rr 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 1i 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 IWContractor,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 Imo 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 au 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 jrp 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 Is 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 IN 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. in 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 i� 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. it 00700-10 rs and differs materially 1 4.02 Subsurface and Physical Conditions 4. is of an unusual nature, y from conditions ordinarily encountered and generally A. Reports and Drawings: The Supplementary recognized as inherent in work of the character provided Conditions identify: for in the Contract Documents; 1. those reports of explorations and tests of then Contractor shall, promptly after becoming aware 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 writing 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. Documents. B. Engineer's Review: After receipt of written B. Limited Reliance by Contractor on Technical notice as required by Paragraph 4.03.A, Engineer will 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 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 1 their Related Entities with respect to: 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 for Contractor's purposes, including, but not limited to, existence of such differing subsurface or physical 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 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 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 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: 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 commitment to Owner with respect to Contract 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 provided in Paragraph 4.02 is materially inaccurate; or contract;or 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, explo- 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 final commitment;or i EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-11 lie 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 Contract Documents to reflect and document the 1r. 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. iter 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 for any claims, costs, losses, or damages (including but Contract Documents is required, a Work Change I . 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 Contractor on or in connection with any other project or both, to the extent that they are attributable to the lir 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 is 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 Irespect to existing Underground Facilities at or entitlement to or on the amount or extent, if any, of any ter, 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. Unless it is otherwise expressly provided in the Sup- Li plementary Conditions: 4.05 Reference Points 1. Owner and Engineer shall not be responsible A. Owner shall provide engineering surveys to lie 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 2. the cost of all of the following will be for laying out the Work, shall protect and preserve the b 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 iter 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 i" 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 Ili 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 ir 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 rr 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 IN' 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 lie 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 t Underground Facility and give written notice to that their Related Entities with respect to: tete owner and to Owner and Engineer. Engineer will EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. it 00700-12 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 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 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 Contractor, Subcontractors, and Engineer, and the 3. any Contractor interpretation of or conclusion officers, directors, partners, employees, agents, 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 (including but not limited to all fees and charges of C. Contractor shall not be responsible for any engineers, architects, attorneys, and other professionals Hazardous Environmental Condition uncovered or re- and all court or arbitration or other dispute resolution 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 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 by 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 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. Environmental Condition or if Contractor or anyone for 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 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 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 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. (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. 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 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 I 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 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 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 Work. If Owner and Contractor cannot agree as to due or until completion of the correction period specified EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-13 IN 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 Documents. Contractor shall also furnish such other Contractor's other obligations under the Contract lo 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 the Contract Documents except as provided otherwise by Work, or by anyone for whose acts any of them may be Y. 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 nies" as published in Circular 570 (amended) by the acts; Financial Management Service, Surety Bond Branch,U.S. Department of the Treasury. All bonds signed by an agent 2. claims for damages because of bodily injury, irr must be accompanied by a certified copy of the agent's occupational sickness or disease, or death of Contractor's authority to act. employees; i. 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; any part of the Project is located or it ceases to meet the ir 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 its 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 Ira 5.02 Licensed Sureties and Insurers b.by any other person for any other reason; A. All bonds and insurance required by the Contract Documents to be purchased and maintained by 5. claims for damages, other than to the Work h" 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 ill, 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. lo 5.03 Certificates of Insurance B. The policies of insurance required by this Paragraph 5.04 shall: iii A. Contractor shall deliver to Owner,with copies 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 rof insurance requested by Owner or any other additional as additional insured (subject to any customary exclusion 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- iir 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 is additional insured) which Owner is required to purchase additional insureds shall provide primary coverage for all and maintain. claims covered thereby; IrI 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; iii Work being performed and as will provide protection EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-14 3.include completed operations insurance; 2. be written on a Builder's Risk "all-risk" or 1 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 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 the following perils or causes of loss: fire, lightning, 5. contain a provision or endorsement that the extended coverage, theft, vandalism and malicious 111 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 written notice has been given to Owner and Contractor Regulations, water damage, (other than caused by flood) 1 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; insurance has been issued (and the certificates of 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); 6. remain in effect at least until final payment 1 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 accordance with Paragraph 13.07;and Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in 7. with respect to completed operations insur- an Application for Payment recommended by Engineer; ance, and any insurance coverage written on a claims- made basis, remain in effect for at least two years after 5. allow for partial utilization of the Work by final payment. Owner; I a. Contractor shall furnish Owner and each other 6. include testing and startup;and additional insured identified in the Supple- mentary Conditions, to whom a certificate of 7. be maintained in effect until final 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 final payment each other additional insured to whom a certificate of 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 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 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 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- 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 such deductible amounts as may be provided in the contain a provision or endorsement that the coverage 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 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 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, Subcontractors, or others in the Work to the extent of any EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-15 as 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 identified deductible amount will be borne by Contractor, physical loss or damage to Owner's property or the Work ill 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 maintain it at the purchaser's own expense. 2. loss or damage to the completed Project or as 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 special insurance be included in the property insurance property insurance maintained on the completed Project am 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 Prior to commencement of the Work at the Site, Owner pursuant to Paragraph 14.07. lin 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 as 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 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. 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 in 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 recovery against any of the insureds or additional insureds requirements of any applicable mortgage clause and of in 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 ill 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. a' 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 `n 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 am 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 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, is partners, employees, agents, consultants and 5.09 Acceptance of Bonds and Insurance; Option to subcontractors of each and any of them for: Replace 6 A. If either Owner or Contractor has any 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 in 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. 6 00700-16 binding shall be er Documents, the objecting party shall so notify the other received from the superintendent on I party in writing within 10 days after receipt of the Contractor. certificates (or other evidence requested) required by 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 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. 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 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 shall be issued to adjust the Contract Price accordingly. not permit the performance of Work on a Saturday, 1 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. A. If Owner finds it necessary to occupy or use a 6.03 Services, Materials, and Equipment I 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 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, 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 or 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 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 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, 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 sequences, and procedures of construction. Contractor provided in the Contract Documents. shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific 6.04 Progress Schedule means, method, technique, sequence, or procedure of 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. Contractor shall assign a competent resident superin- tendent who shall not be replaced without written notice 1 to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or 1 EJCDC C-700 Standard General Conditions of the Construction Contract. { Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-17 Li 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) 2) it will conform substantially to the proposed adjustments in the Progress Schedule that will detailed requirements of the item named in the ire 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 T. liar 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 submitted in accordance with the requirements of Article does not qualify as an "or-equal" item under r 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. 6.05 Substitutes and "Or-Equals" b. Contractor shall submit sufficient information hie 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 lir 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 quality required. Unless the specification or description Engineer from anyone other than Contractor. ire 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 Ili submitted to Engineer for review under the circumstances as Engineer may decide is appropriate under the described below. circumstances. irig 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 sufficiently similar so that no change in related Work will furnish or use.The application: iim 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: ire 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 Engineer 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, iiii strength,and design characteristics; 2)will state: 2) it will reliably perform at least a)the extent, if any, to which the use of lis 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; i lir 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- i r 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 ism the Owner or increase in Contract Times,and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 1600700-18 , c) whether or not incorporation or use Documents (or in the provisions of any other direct 1 of the proposed substitute item in con- contract with Owner) resulting from the acceptance of nection with the Work is subject to each proposed substitute. payment of any license fee or royalty; F. Contractor's Expense: Contractor shall 3)will identify: provide all data in support of any proposed substitute or "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 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 I 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 directly or indirectly from use of such substitute shall not be required to employ any Subcontractor, 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. B. Substitute Construction Methods or Proce- B. If the Supplementary Conditions require the I dures: If a specific means, method, technique, sequence, identity of certain Subcontractors, Suppliers, or other or procedure of construction is expressly required by the individuals or entities to be submitted to Owner in Contract Documents, Contractor may furnish or utilize a advance for acceptance by Owner by a specified date 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 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 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 for review by Engineer will be similar to those provided any such Subcontractor, Supplier, or other individual or 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 allowed a reasonable time within which to evaluate each Subcontractor, Supplier, or other individual or entity, and 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 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 evidenced by either a Change Order for a substitute or an defective Work. 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 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 performance guarantee or other surety with respect to any omissions.Nothing in the Contract Documents: substitute. 1. shall create for the benefit of any such E. Engineer's Cost Reimbursement: Engineer Subcontractor, Supplier, or other individual or entity anyIII will record Engineer's costs in evaluating a substitute contractual relationship between Owner or Engineer and 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 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 charges of Engineer for making changes in the Contract due any such Subcontractor, Supplier, or other individual EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-19 L 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, iri 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 Suppliers, and other individuals or entities performing or all claims, costs, losses, and damages (including but not t furnishing any of the Work under a direct or indirect limited to all fees and charges of engineers, architects, lrr contract with Contractor. attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of E. Contractor shall require all Subcontractors, or relating to any infringement of patent rights or yr 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. 1. 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- tractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the Supple- kr performed by any specific trade. mentary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist fG. All Work performed for Contractor by a Contractor, when necessary, in obtaining such permits h. 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 Subcontractor or Supplier to the applicable terms and of Bids, or, if there are no Bids, on the Effective Date of IN 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. jy, 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 in whereby 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 rr (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 err 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, i• 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. la 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, err 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 irr 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 rr patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract 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 ire provided in Paragraph 10.05. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. aro 00700-20 D. Loading Structures: Contractor shall not load 6.10 Taxes nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall 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. e A. Contractor shall maintain in a safe place at the 6.11 Use of Site and Other Areas Site one record copy of all Drawings, Specifications, 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 during 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, 1 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 t 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. 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: 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 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 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 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 extent caused by or based upon Contractor's performance B. Contractor shall comply with all applicable 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. 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 disposal of such waste materials,rubbish, and other debris prosecution of the Work may affect them, and shall 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 the Work Contractor shall clean the Site and the Work C. All damage, injury, or loss to any property and make it ready for utilization by Owner. At the corn- 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 ~' 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 t (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 kr 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, them, or anyone for whose acts any of them may be specified performance and design criteria, his 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 directly or indirectly employed by any of them). review the information for the limited purposes IN required by Paragraph 6.17.D. D. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until 2. Samples: Contractor shall also submit ill 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. (except as otherwise expressly provided in connection is with Substantial Completion). a. Submit number of Samples specified in the Specifications. 6.14 Safety Representative im 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 and responsibilities shall be the prevention of accidents Engineer may require to enable Engineer to ire 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 r 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 iter Regulations. 1. Before submitting each Shop Drawing or 6.16 Emergencies Sample, Contractor shall have determined and verified: ism 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 threatened damage, injury, or loss. Contractor shall give numbers, and similar information with respect hi 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, 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 w 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 ili' required by Paragraph 2.07). Each submittal will be Shop Drawing or Sample with other Shop identified as Engineer may require. Drawings and Samples and with the requirements of the Work and the Contract ise 1. Shop Drawings Documents. a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific >Fw General Requirements. written certification that Contractor has satisfied Contractor's obligations under the Contract Documents EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 6 r 00700-22 Owner. No Work shall be delayed or 1 with respect to Contractor's review and approval of that disagreements with y submittal. postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or i 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 of the Contract Documents. This notice shall be both a 1 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 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. D.Engineer's Review B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule I. abuse, modification, or improper maintenance 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 1 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 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 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: struction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs 1. observations by Engineer; 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 final payment; I 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; 111 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; notation thereof incorporated in or accompanying the 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; I 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. I 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 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-23 i So 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 iie 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 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. kw 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 of them to perform any of the Work or anyone for whose upon the adequacy, accuracy and completeness of the iko 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 Engineer or any of their respective consultants, agents, that such services must satisfy. I t 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 kre 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 indemnification obligation under Paragraph 6.20.A shall Documents. Engineer's review and approval of Shop n 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. Yr 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. it 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 employees, agents, consultants and subcontractors arising out of: 7.01 Related Work at Site 1.the preparation or approval of, or the failure to m 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- ks give them, if that is the primary cause of the injury or tract Documents,then: damage. 1. written notice thereof will be given to Iii 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 iiis 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 IN 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 kim 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 it properly licensed professional, whose signature and seal otherwise make its several parts come together and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-24 rr properly integrate with such other work. Contractor shall ARTICLE 8 -OWNER'S RESPONSIBILITIES not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter 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 the benefit of such utility owners and other contractors to Conditions, Owner shall issue all communications to 1 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 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 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. render it unavailable or unsuitable for the proper 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. deficiencies in such other work. 8.04 Pay When Due 7.02 Coordination A. Owner shall make payments to Contractor 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- 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 authority and responsibility for coordination of the and easements and providing engineering surveys to 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 authority and responsibility will be itemized;and explorations and tests of subsurface conditions and 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 Contract Documents. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole 8.06 Insurance authority and responsibility for such coordination. 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 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 1 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. 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. disruption costs incurred by such other contractor as a result of Contractor's action or inactions. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-25 to 8.09 Limitations on Owner's Responsibilities Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. A. The Owner shall not supervise, direct, or have is 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 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 iim 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 for 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 Ili 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 in 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 lie A. If and to the extent Owner has agreed to Resident Project Representative and assistants will be as furnish Contractor reasonable evidence that fmancial provided in the Supplementary Conditions, and arrangements have been made to satisfy Owner's limitations on the responsibilities thereof will be as obligations under the Contract Documents, Owner's provided in Paragraph 9.09. If Owner designates another IN 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 Is such other individual or entity will be as provided in the ARTICLE 9 - ENGINEER'S STATUS DURING Supplementary Conditions. CONSTRUCTION 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 L 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- am 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 aim 9.02 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 i" 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 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 in Contract 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. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-26 riirr► be liable in 1 partiality to Owner or Contractor and will not 9.06 Shop Drawings, Change Orders and Payments connection with any interpretation or decision rendered in good faith in such capacity. 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 Paragraph 6.17. Responsibilities 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 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 Change Orders,see Articles 10, 11,and 12. Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other Applications for Payment, see Article 14. individual or entity, or to any surety for or employee or 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 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 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 final and binding (except as modified by Engineer to accordance with the Contract Documents. 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 9.08 Decisions on Requirements of Contract any of the Work. Documents and Acceptability of Work D. Engineer's review of the final Application for A. Engineer will be the initial interpreter of the Payment and accompanying documentation and all 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 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 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 indicate 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, 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 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. 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 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. 111 under this Paragraph 9.08, Engineer will not show Upon receipt of any such document, Contractor shall EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-27 I. 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, r 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 adjustment in the Contract Price or Contract Times, or exercise by Owner or Contractor of any rights or remedies i■ 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. Paragraph 10.05. iori 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 A.Contractor shall not be entitled to an increase in no event later than 30 days) after the start of the event alb 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 it 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 provided in Paragraph 13.04.B. submit additional or more accurate data in support of such iii 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 IN 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 jr 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 ilr 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 iii 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: it 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 litri 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 iro during any such appeal, Contractor shall carrythe on 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. iiml 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 L. 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 Ir■ 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. iri EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. ilio' 00700-28 rmi► F. No Claim for an adjustment in Contract Price Contractor and shall deliver such bids to Owner,who will 1 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 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 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 I 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 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, 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. 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 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. Payroll costs for employees in the direct of such items used but not consumed which t 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 without limitation, superintendents, foremen, and other machinery, and the parts thereof whether rented 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, 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- 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 Saturday, Sunday, or legal holidays, shall be included in d. Sales, consumer, use, and other similar taxes 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 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 discounts shall accrue to Contractor unless Owner for whose acts any of themmay be liable, and 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) accrue to Owner,and Contractor shall make provisions so caused by damage to the Work,not compensated that they maybe 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-29 i. 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 ill 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 and maintain records thereof in accordance with generally r 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. h. Minor expenses such as telegrams, long le 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 ini 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) Ir 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 la 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 Is 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 t administrative costs covered by the Contractor's fee. for additional payment on account of any of the lip foregoing will be valid. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. C. Contingency Allowance L3. 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. hie 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 1w 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 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 w any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit 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 he performed on the basis of cost-plus, Contractor's fee shall the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. , Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. ire00700-30 1► allowance for overhead and profit not necessarily in 1 B. The estimated quantities of items of Unit accordance with Paragraph 12.01.C.2); or Price Work are not guaranteed and are solely for the 1 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 and classifications of Unit Price Work performed by agreement to a lump sum is not reached under Paragraph 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 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: D. Owner or Contractor may make a Claim for 1. a mutually acceptable fixed fee; or 1 an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 2. if a fixed fee is not agreed upon, then a fee 1 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- cantly from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.01.A.1 in the Agreement;and and 11.01.A.2, the Contractor's fee shall be 15 percent; 2. there is no corresponding adjustment with respect any other item of Work;and b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having c. where one or more tiers of subcontracts are on 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 or decrease. actually performs the Work,at whatever tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs ARTICLE 12 - CHANGE OF CONTRACT PRICE; 11.01.A.1 and 11.01.A.2 and that any higher tier CHANGE OF CONTRACT TIMES Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; 12.01 Change of Contract Price 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, Change Order. Any Claim for an adjustment in the and 11.01.B; Contract Price shall be based on written notice submitted 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 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 Price will be determined as follows: 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 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-31 1. by the party making the Claim to the Engineer and the other party to the Contract in accordance with the s provisions of Paragraph 10.05. ARTICLE 13 - TESTS AND INSPECTIONS; ; his CORRECTION, REMOVAL OR ACCEPTANCE OF B. Any adjustment of the Contract Times DEFECTIVE WORK covered by a Change Order or any Claim for an ( adjustment in the Contract Times will be determined in iii accordance with the provisions of this Article 12. 13.01 Notice of Defects 12.03 Delays A. Prompt notice of all defective Work of which i ill 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. Times due to delay beyond the control of Contractor, the 16 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 6control 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 ed by Article 7, fires, floods, epidemics, abnormal Work at reasonable times for their observation, iiii 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 irk 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 ire 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 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 ii 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 60 utility owners not under the control of Owner, or other 1. for inspections, tests, or approvals covered by 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 rr 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- di. 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 rr 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 lir 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. r E. Contractor shall not be entitled to an 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. tile 00700-32 mow i be incorporated in the Work; or acceptance of materials, A. If the Workis defective, or Contractor fails to 1 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 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 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 1 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 I 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 I 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 pay all claims, costs, losses, and damages (including but I 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 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 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, 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, 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 professionals and all court or arbitration or other dispute prescribed by the terms of any applicable special 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 (including but not limited to all costs of repair or the land or areas made available for Contractor's use by 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 Paragraph 10.05. instructions: D. If, the uncovered Work is not found to be 1.repair such defective land or areas; or 1 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 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 therefor as provided in Paragraph 10.05. ;$ 4. satisfactorily correct or repair or remove and , 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 is 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 emergency where delay would cause serious risk of loss A. If Contractor fails within a reasonable time is 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 IN 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, costs)arising out of or relating to such correction or repair Owner may, after seven days written notice to Contractor, im 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 this Paragraph 13.09, Owner shall proceed expeditiously. joie 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 period for that item may start to run from an earlier date if suspend Contractor's services related thereto,take posses- r` so provided in the Specifications. sion of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in D. Where defective Work (and damage to other the Work all materials and equipment stored at the Site or IN 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 extended for an additional period of one year after such contractors, and Engineer and Engineer's consultants in 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. r, 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 construed as a substitute for or a waiver of the provisions and all court or arbitration or other dispute resolution ha 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 t13.08 Acceptance of Defective Work charged against Contractor, and a Change Order will be ilr 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 iri 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 Is 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 to Engineer's recommendation of final payment, a Change Owner of Owner's rights and remedies under this 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 lir 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 r 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. ir A. The Schedule of Values established as provid- 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 mow the Work is generallyin accor- payments and will be incorporated into a form of Applica- b. the quality of 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 the number of units completed. prior to or upon Substantial Completion, to the results of any subsequent tests called for in the 14.02 Progress Payments Contract Documents, to a final determination of 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 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 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. 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 Documents. If payment is requested on the basis of will not thereby be deemed to have represented that: 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 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 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 2. Beginning with the second Application for to be paid additionally by Owner or entitle Il Payment, each Application shall include an affidavit of Owner to withhold payment to Contractor. Contractor stating that all previous progress payments received on account of the Work have been applied on 4. Neither Engineer's review of Contractor's 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 final payment,will impose responsibility on Engineer: 3. The amount of retainage with respect to 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, 1 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 Application 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 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 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. 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 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- quently discovered evidence or the results of subsequent EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-35 r 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 been damaged, requiring correction or replace- lin ment; A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any b. the Contract Price has been reduced by Application for Payment, whether incorporated in the iiii 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 Work or complete Work in accordance with 14.04 Substantial Completion it 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 occurrence of any of the events enumerated in and Engineer in writing that the entire Work is ire Paragraph 15.02.A. substantially complete(except for items specifically listed by Contractor as incomplete) and request that Engineer C.Payment Becomes Due issue a certificate of Substantial Completion. kir 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 rr 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. it 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 ir amount recommended by Engineer because: certificate of Substantial Completion which shall fix the li 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 iie 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 la 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 it 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 ire 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 it 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 r 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 %r Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work, 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 definitive certificate of Substantial EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. iar 00700-36 immilimemillemmillinallmv t Completion, Engineer's aforesaid recommendation will that the Work is incomplete or defective. Contractor shall be binding on Owner and Contractor until final payment. immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 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 access to complete or correct items on the tentative list. A. Application for Payment I 14.05 Partial Utilization 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections I A. Prior to Substantial Completion of all the identified during the final inspection and has delivered, in Work, Owner may use or occupy any substantially accordance with the Contract Documents, all maintenance 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 1 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 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 Contractor agrees that such part of the Work is 5.04.B.7; substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially b. consent of the surety,if any,to final payment; 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 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. 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 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 notify Owner and Contractor in writing giving the reasons equipment for which a Lien could be filed; and (ii) all 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 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 4. No use or occupancy or separate operation of satisfactory to Owner to indemnify Owner against any 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 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-37 , W 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. Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application lir 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 Contractor that the Work is acceptable subject to the iiro provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicat- 15.01 Owner May Suspend Work ing in writing the reasons for refusing to recommend final irs 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 Contractor and Engineer which will fix the date on which inn C. Payment Becomes Due Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjust- 1. Thirty days after the presentation to Owner of ment in the Contract Price or an extension of the Contract IN 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. recommendation, including but not limited to liquidated as 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: itis 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 is Engineer so confirms, Owner shall, upon receipt of (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 rr Engineer, 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 is' 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 ills 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. as and 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 r 14.09 Waiver of Claims Contractor (and surety ) seven days written notice of its it 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 iw 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 is 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 err continuing obligations under the Contract Documents; equipment stored at the Site or for which Owner has paid and Contractor but which are stored elsewhere,and 2. a waiver of all Claims by Contractor against ii. Owner other than those previously made in accordance EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. als 00700-38 ■rs► 3. complete the Work as Owner may deem 2. expenses sustained prior to the effective date 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; 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 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 damages exceed such unpaid balance, Contractor shall 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. Engineer as to their reasonableness and, when so 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. 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 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 than 30 days of receipt of said notice. for Payment within 30 days after it is submitted, or (iii) 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 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. 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 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 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 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 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; 16.01 Methods and ProceduresI A. Either Owner or Contractor may request 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-39 • 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 ire 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. lig 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 l0.05.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 km 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. 1�. 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- 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- air 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 ire 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. Yr t. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-40 1 I 1 1 1 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-41 Ivy Water Main Extension Project ACSA Supplementary Conditions Albemarle County Service Authority SECTION 00800 ACSA SUPPLEMENTARY CONDITIONS ire 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 Aim 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:\46480-017\Engineering\Specs\Civil\00800-ACSA Supplementary Conditions.docx April 2016 00800-1 �Ir Ivy Water Main Extension Project ACSA Supplementary Conditions Albemarle County Service Authority 111 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 I 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 i 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 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 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 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 I 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: A. Bodily Injury $1,000,000 Each Occurrence 1 B. Property Damage $1,000,000 Each Occurrence $1,000,000 Annual Aggregate ■ N:\46480-017\Engineering\Specs\Civil\00800-ACSA Supplementary Conditions.docx April 2016 00800-2 1 Ivy Water Main Extension 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 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: its 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. N:\46480-017\Engineering\Specs\Civil\00800-ACSA Supplementary Conditions.docx April 2016 00800-3 immok Ivy Water Main Extension Project ACSA Supplementary Conditions Albemarle County Service Authority 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." Delete paragraph 5.06.0 in its entirety. 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." 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. NONDISCRIMINATION IN EMPLOYMENT 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 of 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. 1 1 N:\46480-017\Engineering\Specs\Civil\00800-ACSA Supplementary Conditions.docx April 2016 00800-4 it Ivy Water Main Extension 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. 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 ars Add the following paragraph to Article 16, Section 16.O1C 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. rr END OF SECTION N:\46480-017\Engineering\Specs\Civi1\00800-ACSA Supplementary Conditions.docx April 2016 00800-5 ire 1 1 1 I I 1 1 i [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 1 1 1 1 s 1 1 Ivy Water Main Extension Project ACSA Special Conditions Albemarle County Service Authority SECTION 00810 ACSA SPECIAL CONDITIONS The following special conditions apply for this project: [List special conditions according to section.] ire END OF SECTION ire V aimii. ul ire L N:\46480-017\Engineering\Specs\Civi1\00810-ACSA Special Conditions.docx April 2016 00810-1 it N 1 1 i 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 Ern Ivy Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority SECTION 00850 ALBEMARLE COUNTY SERVICE AUTHORITY ESCROW AGREEMENT 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"), 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 Ivy Water Main Replacement Project—ACSA Project No. )000C-XX. 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. i" 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. eur 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. 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. N:\46480-017\Engineering\Specs\Civil\00850-ACSA Escrow Agreement.docx April 2016 00850-1 Ivy 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 his interest in the escrow account or any part thereof, except to the Surety following written notice to ACSA. to the Upon receipt of checks or warrants drawn by the ACSA and madepayable 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 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: 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; 3. Bonds or notes of the Commonwealth of Virginia; 4. Bonds of any political subdivision of the Commonwealth of Virginia, if such 1 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 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 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. N:\46480-017\Engineering\Specs\Civil\00850-ACSA Escrow Agreement.docx April 2016 00850-2 Ivy 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. i„ 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 rr for the sole purpose of acknowledging that its obligation as surety for the Contractor's performance of the contract are not affected hereby. N:\46480-017\Engineering\Specs\Civil\00850-ACSA Escrow Agreement.docx April 2016 00850-3 it Ivy Water Main Replacement Project ACSA Escrow Agreement Albemarle County Service Authority first above written. WITNESS the following signatures, all as of the day and year Albemarle County Service Authority By: Executive Director COMMONWEALTH OF VIRGINIA ) ) to-wit: ALBEMARLE COUNTY ) 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 My Commission Expires: I (SEAL) [CONTRACTOR] 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) N:\46480-017\Engineering\Specs\Civil\00850-ACSA Escrow Agreement.docx April 2016 00850-4 w Ivy 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: ire (SEAL) [SURETY] By: L Attorney-in-fact 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) END OF SECTION dir N:\46480-017\Engineering\Specs\Civil\00850-ACSA Escrow Agreement.docx April 2016 00850-5 1 1 1 I i 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 Is Ivy Water Main Replacement Project Addenda Albemarle County Service Authority SECTION 00900 ADDENDA I�r 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. L END OF SECTION v N:\46480-017\Engineering\Specs\Civil\00900-Addenda.docx April 2016 00900-1 r111r 1 I 1 I I I 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 I 1 Ivy Water Main Extension Project Summary of Work Albemarle County Service Authority ar. SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL i`. 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 Ivy Water Main Replacement Project construction and other related work, including, but not limited to the following: i.. 1. Clearing and grubbing along roadway or easement. 2. Furnish and install 18" steel casing pipe underneath CSX property. 3. Furnish and install 6", 4" DI water pipe. 4. Furnish and install 6" and 4"valves. 5. Furnish and install fire hydrants, blow-offs and boxes, water services, sampling stations, and automatic flushing system. 6. Locate and connect to existing water main. 7. Abandon existing water main. is" 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. ilis 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. 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 Jim details. N:\46480-017\Engineering\Specs\Civil\01010.docx April 2016 01010-1 1 Ivy Water Main Extension Project Summary of Work Albemarle County Service Authority I PART 2 -PRODUCTS (Not Used) 1 PART 3 - EXECUTION (Not Used) 1 END OF SECTION 1 1 1 1 1 1 1 x 1 i 1 1 1 N:\46480-017\Engineering\Specs\Civi1\01010.docx April 2016 01010-2 1 Ivy Water Main Extension Project Field Services Albemarle County Service Authority SECTION 01050 FIELD SERVICES PART I- GENERAL ir. 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 `r 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. in E. Civil, structural or other professional engineering services specified or required to execute Contractor's construction methods shall be obtained by the Contractor at rrr no additional cost to the Owner. 1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER i�. 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. fie an' N:\46480-017\Engineering\Specs\Civil\01050.docx April 2016 01050-1 i Ivy Water Main Extension Project Field Services Albemarle County Service Authority C. Professional Engineer and Land Surveyor qualifications shall be submitted to the ACSA for review and approval. 1.04 SURVEY REFERENCE POINTS fi 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 1 that may be lost or destroyed at no additional cost to the Owner. 1.05 PROJECT SURVEY REQUIREMENTS i A. Establish permanent benchmarks, where appropriate, along the alignment. Permanent benchmarks shall be referenced to data established by survey control points. B. Record the location of the permanent benchmarks, with horizontal and vertical 1 data, on the Project Record Documents. C. Establish lines and levels, locate and lay out, by instrumentation and similar 1 appropriate means: 1. Site improvements: 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. 1.06 RECORDS 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. 1 N:\46480-017\Engineering\Specs\Civil\01050.docx April 2016 01050-2 ir. Ivy Water Main Extension Project Field Services Albemarle County Service Authority ire 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. 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. PART II - PRODUCTS (Not Used) PART III - EXECUTION (Not Used) ire END OF SECTION l. rim r. N:\46480-017\Engineering\Specs\Civi1\01050.docx April 2016 01050-3 I 1 1 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 1 a 1 1 4 1 3 rrr. Ivy 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""' 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. 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 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 boring under the CSX right-of-way 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:\46480-017\Engineering\Specs\Civil\01106.docx April 2016 01106-1 lig r , Ivy 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 completedI 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. 1 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. E. The Contractor shall carefully coordinate all work and schedules and shall provide the ACSA and Engineer with 10 calendar days minimum written notice 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. { 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. 1 N:\46480-017\Engineering\Specs\Civil\01106.docx April 2016 01106-2 1 Ivy Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing I. H. During scheduled shut downs the Contractor shall be responsible for all damages and costs thereof due to negligence. r'. 1.04 COORDINATION A. Contractor, Subcontractors and ACSA Personnel 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. w 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 ive N:\46480-017\Engineering\Specs\Civil\01106.docx April 2016 01106-3 imp wommirmainommillimi Ivy Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing 1 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 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 1. The Contractor shall be required to comply with the Land Use Permit I 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. i 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 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 statement and requires completion and final coordination with the County's Community Development Department. D. Nationwide 12 Permit 1. The contractor is required to comply with all requirements and standard conditions for the Corps of Engineers Nationwide 12 permit. The permit conditions are included in Appendix D. E. CSX Permit 1. The contractor is required to comply with all requirements of the CSX permit and provide proper notification to CSX for the required inspection 1 services during the work within the railroad right-of-way. The permit is included in Appendix E. N:\46480-017\Engineering\Specs\Civil\01106.docx April 2016 01106-4 1 ire Ivy Water Main Replacement Project Construction Scheduling, Albemarle County Service Authority Coordination and Sequencing i`. IWr PART 2 - PRODUCTS Not used. ie PART 3 -EXECUTION Not used. i"" END OF SECTION imi ire r. ire r. N:\46480-017\Engineering\Specs\Civil\01106.docx April 2016 01106-5 I 1 I I 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 { 1 z { } 1 1 Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority imi SECTION 01130 MEASUREMENT AND PAYMENT lit 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 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 fmal 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:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-1 iimmagir • Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority necessary. All such alterations shall be paid for under the total lump sum 1 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 I the Contractor, a proper deduction shall be made from the contract prices and the Contractor shall have no claim on this account for damages or for anticipated profits on the work that may be dispensed with. b. In the case such alterations make the Work more expensive to the 1 Contractor, a proper addition shall be made to the contract prices. Any c. additions or subtractions to the contract prices shall be proposed by the Contractor and then reviewed by the Engineer and approved by the Owner. 1 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 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 1 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 fl 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. 1.02 MEASUREMENT A. The quantities for payment under this Contract shall be determinedby actual measurement of the completed items, in place and accepted by the Owner, in 1 } N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-2 I Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority 1ir accordance with the General Conditions. A representative of the Contractor and Owner shall witness all field measurements. 1.03 PAYMENT 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 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. 1.04 BID ITEMS A. Contract Item No. 1: Mobilization 1. Lump sum cost to mobilize/demobilize labor, materials, tools and equipment to perform the work shown on the Contract Drawings and specified in the Specifications. i"' 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: 18" Steel Casing Pipe 1. Payment for furnishing and installing 18-Inch Steel Casing Pipe 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. N:\46480-01 7\Engineering\Specs\Civil\01130.docx April 2016 01130-3 Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority 2. Measurement of lengths will be made horizontally, along the centerline of 1 the casing pipe. per The unit price bid linear foot shall include all labor, materials, tools, i equipment and services for furnishing and installing 18-Inch diameter steel casing pipe 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 equipment; furnishing and installing encasement pipe; installing all 6" DI carrier pipe within the casing; making of restrained joints; casing spacers; end boots; transition couplings; temporary blocking; testing; disinfection and any other incidental items required for the proper construction and operation of the casing and carrier pipe. C. Contract Item No. 3: 6" Class 52 Ductile Iron Water Main 1. Payment for furnishing and installing 6-inch diameter, Class 52 Ductile 1 Iron 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 Ductile Iron 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; 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. D. Contract Item No. 4: 4" Class 52 Ductile Iron Water Main 1 N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-4 3 lrr Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority i,. 1. Payment for furnishing and installing 4-inch diameter, Class 52 Ductile Iron water main shall be made at the unit price bid per linear foot for the lengths of pipe actually installed. +r. 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 Ductile Iron 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; backfill; stone backfill in road areas; trench support; dewatering; furnishing and installing pipe and all required fittings; furnishing and installing sample taps; 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 16' seeding; testing; disinfection and any other incidental items required for the proper operation of the water main. ism E. Contract Item No. 5: 1.5-Inch Water Service Connections (WSCB) 1. Payment to furnish and install water service connections to the new water kip 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; and any other incidental items required for the proper operation of the water service connection. 611 F. Contract Item No. 6: 1.5-Inch Copper Pipe 1. Payment for installing new 1.5-inch copper pipe shall be made at the unit price bid per linear foot of copper water service pipe actually installed. N:46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-5 V wok Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority 2. Measurement of lengths will be made horizontally, along the centerline of i pipe. 3. The unit rice bid per each shall include all labor, materials, tools, P equipment and services for installing new copper water service pipe include but are not limited to: 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; trenchless installation of copper pipe across existing roads if chosen; furnishing and installing encasement pipe if required; handling and installation of copper pipe; making of restrained connections; connection of new pipe to meter box; testing and any other incidental items required for the proper installation of the copper pipe. G. Contract Item No. 7: 2-Inch Copper Pipe 1 1. Payment for installing new 2-inch copper pipe shall be made at the unit price bid per linear foot of copper water service pipe actually installed. 2. Measurement of lengths will be made horizontally, along the centerline of pipe. 1 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for installing new copper water service pipe include but are not limited to: 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; trenchless installation of copper pipe across existing roads if chosen; furnishing and installing encasement pipe if required; handling and installation of copper pipe; making of restrained connections; connection of new pipe to existing service; required fittings to transition to 4" gate valve; testing and any other incidental items required for the proper installation of the copper pipe. H. Contract Item No. 8: Meter Box and Yoke 1. Payment for installing new meter box and yolk shall be made at the unit = price bid per each meter box and yolk actually installed. 2. Measurement will be made per each meter box and yolk 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 each meter box and yolk include but are not limited to: 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; furnishing and N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-6 ire Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority i• installing meter box and yoke; installing water meter (meter will be furnished by ACSA); making of connections to new copper pipe, testing and any other incidental items required for the proper installation and operation of the water meter, meter box and yoke. Contract Item No. 9: Pressure Reducing Valve and Meter Box r. 1. Payment for installing new pressure reducing valve and meter box shall be made at the unit price bid per each pressure reducing valve and meter box actually installed. 2. Measurement will be made per each pressure reducing valve and meter 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 each pressure reducing valve and meter box include but are not limited to: 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; furnishing and installing pressure reducing valve and meter box; making of connections to new copper pipe, testing and any other incidental items required for the proper installation and operation of the pressure reducing valve and meter box. J. Contract Item No. 10: 1.5-Inch Polyethylene Pipe (PE) 3. Payment for installing new 1.5-inch PE pipe shall be made at the unit price bid per linear foot of PE pipe actually installed. i"" 4. Measurement of lengths will be made horizontally, along the centerline of pipe. 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for installing new PE pipe include but are not limited to: 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; trenchless installation of PE if chosen; handling and installation of PE pipe; making of restrained connections, connection of new pipe to PRV, connection of new pipe to existing service; testing and any other incidental items required for the proper installation of the PE pipe. K. Contract Item No. 11: 6-inch Dia. Gate Valves with Valve Boxes IN 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 and box actually installed. N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-7 itir row t Payment 1 Pa Ivy Water Main Extension Project Measurement and yin Albemarle County Service Authority 1 2. Measurement will be made per each valve and box installed at the locations shown on the plans and as directed by the Engineer. I 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing 6-inch diameter gate I 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, 1 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 L. Contract Item No. 12: 4-inch Dia. Gate Valves with Valve Boxes 1. Payment for furnishingand installing4-inch diameter gate valves with box 1 Y shall be made at the unit price bid per each for each valve and box actually installed. I 2. Measurement will be made per each valve and box installed at the locations shown on the plans and as directed by the Engineer. Il 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing 4-inch diameter 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. M. Contract Item No. 13: Type B Blow-off Assembly Type 1. Payment for furnishing and installing the yp B blow-off assembly shall be made at the unit price bid per each for each blow-off actually installed. 1 2. Measurement will be made per each blow-off assembly instal ed at the locations shown on the plans and as directed by the Engineer. 1 3. The unit price bid per each shall include all labor, materials, tools, equipment and services for furnishing and installing the blow-off including, but not limited to; excavation, storage and reuse of excavated materials, gate valve, restrained joints and fittings, copper piping, corporation stop, backfill, all items shown on on the Type B blow-off detail and any other incidental items required for the proper installation of the blow-off assembly. fi N. Contract Item No. 14: Fire Hydrant Assembly I N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-8 I it Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority 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 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. O. Contract Item No. 15: 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. 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 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 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. P. Contract Item No. 16: 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. 2. Payment will not be made for this item for each cubic yard of material actually installed. N:\46480-017\Engineering\Specs\Civi1\01130.docx April 2016 01130-9 it Payment Water Main Extension Project Measurement and 1 Albemarle County Service Authority 3. The unitP rice bid per cubic yard shall include all labor, materials, tools, I equipment and services for furnishing and placing material including, but not be limited to; excavation, disposal of excess and unsuitable materials, transportation, stone placement; placing of select material, compaction, dewatering, and any other incidental items required for the proper installation of the base stone aggregate. I Q. Contract Item No. 17: Asphalt Concrete Base Pavement (BM-25.0) 1. Payment ent for replacement of roadway base asphalt shall be made at the unit 1 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, • I 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 I backfill: and any other incidental items required for the proper replacement of the paving. R. Contract Item No. 18: Asphalt Concrete Surface Course (VDOT SM-9.5A) 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 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. S. Contract Item No. 19: Additional Unclassified Excavation Ordered by the Engineer or Inspector I 1. Payment for additional excavation outside structure or trench limits, as directed by the Engineer or Inspector, and backfilling with acceptableI N:A6480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-10 I r. Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority i,,, material, either in-situ or borrow materials, shall be made at the unit price bid per cubic yard. 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 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 irs required for the proper completion of the work. T. Contract Item No. 20: 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. 10 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 ail 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. U. Contract Item No. 21: Additional Select Fill 1. Payment for furnishing and placing borrow material (obtained offsite) will iiim 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. 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, N:\46480-017\Engineering\Specs\Civi1\01130.docx April 2016 01130-11 (Yr Ivy Water Main Extension Project Measurement and Payment 1 Albemarle County Service Authority dewatering, and any other incidental items required for the proper operation of the backfill. V. Contract Item No. 22: 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- 1 excavation of unsuitable sub-grade with porous material refill, in-place and compacted, as directed in writing by the Engineer. p 2. Measurement shall be for compacted material, in-place as directed in I writing by the Engineer. 3. The unit price bid per cubic yard of material shall include all labor, 1 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 execution of the work. W. Contract Item No. 23: Abandonment of existing water main I 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. I 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 I 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 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 abandonment of existing water main taken out of service by installations of plugs or caps; removal of existing fire hydrant; coordination with the ACSA 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 existing water main. k N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-12 3 ,1 Ivy Water Main Extension Project Measurement and Payment Albemarle County Service Authority 1.05 PAYMENT FOR MATERIALS NOT INCORPORATED INTO THE WORK 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. ism 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 i"' 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. 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. PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) rim END OF SECTION N:\46480-017\Engineering\Specs\Civil\01130.docx April 2016 01130-13 I I 1 1 I 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 ] 1 1 }} -:d Ivy Water Main Extension Project Project Meetings Albemarle County Service Authority 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 imp 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 3. Contractor's project manager and superintendent 4. Major subcontractors 5. Utilities representatives i. 6. Others as appropriate N:\46480-017\Engineering\Specs\Civil\01200.docx April 2016 01200-1 wirommemeimiw i Ivy Water Main Extension Project Project Meetings Albemarle County Service Authority 1 D. Suggested Agenda: I 1. Distribution and discussion of. a. List of major subcontractors and suppliers I b. Projected construction schedules 2. Critical work sequencing. I 3. Major equipment deliveries and priorities. 1 4. Project coordination: a. Designation and responsible personnel I 5. Procedures and processing of: a. Field decisions b. Proposal requests c. Submittals d. Change Orders e. Applications for payment 6. Adequacy of distribution of Contract Documents. 7. Procedures for maintaining Record Documents. I 8. Use of premises: i a. Work and storage areas. b. Owner's requirements. I 9. Construction facilities, controls and construction aids. 10. Temporary utilities. 11. Housekeeping procedures. I 12. Check of required Bond and Insurance certifications. 13. Liquidateddamages.dama es. 1 14. Check of required Permits. 15. Laboratory testing of material requirements. 1 N:\46480-017\Engineering\Specs\Civil\01200.docx April 2016 01200-2 I Ivy Water Main Extension Project Project Meetings Albemarle County Service Authority 16. Inventory of material stored on site. 17. Wage determination compliance and records, work hours. 18. MBE/WBE fair share objective, affirmative action, nondiscrimination policies. 19. Communication lines and contact persons, including address and telephone number. I" 20. Manufacturers' operation and maintenance manuals, and operation and maintenance training. 21. Regulatory agency inspections. 22. Progress agency inspections. 23. Job site safety. ii. 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. B. Additional meetings will be scheduled as required by progress of the work. C. Location of the meetings: Albemarle County Service Authority Main Office or Site, at discretion of the ACSA. „m 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. i`. E. Suggested Agenda: 1. Review and approval of minutes of previous meeting. h N:\46480-017\Engineering\Specs\Civil\01200.docx April 2016 01200-3 rr s Meetin Ivy Water Main Extension Project Projectg Albemarle County Service Authority 2. Review of work progress since previous meeting. 3. Field observations, problems and conflicts. 4. Problems which impede Construction Schedule. 1 5. Review of off-site fabrication, delivery schedules. r ' 6. Corrective measures and procedures to regain po�ected schedule. 7. Revisions to Construction Schedule. 1 8. Progress schedule during succeeding work period. 9. Coordination of schedules. 10. Review submittal schedules; expedite as required. 1 11. Maintenance of quality standards. 12. Pending changes and substitutions. 13. Review proposed changes for: i a. Effect on Construction Schedule and on completion date. b. Effect on other contracts of the Project. 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. PART 2 - PRODUCTS (Not Used) 1 PART 3 -EXECUTION (Not Used) 1 { END OF SECTION N:\46480-017\Engineering\Specs\Civil\01200.docx April 2016 01200-4 4 Ivy Water Main Extension Project Submittals Albemarle County Service Authority SECTION 01300 SUBMITTALS 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 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 L 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: i, 1. Submittal-Description and Number assigned. 2. Date to Engineer. 3. Date returned to Contractor (from Engineer). Iwo 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). 7. Projected date of fabrication. 8. Projected date of delivery to site. +`• 9. Status of O&M manuals submittal. 10. Specification Section. 11. Drawings Sheet Number. N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-1 ivy Water Main Extension Project Submittals Albemarle County Service Authority 1 1.02 TYPES OF SUBMITTALS items, schedules, diagrams A. Shop drawings for manufactured or fabricated 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 finished work. D. Administrative data to include information required to support the administrative requirements of the contract as called for in the specifications. 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. 1 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 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. 1 C. Determine and verify: 1 N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-2 Ivy Water Main Extension Project Submittals Albemarle County Service Authority 1. Field measurements. 2. Field construction criteria. a' 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 a"' schedule shall indicate those submittals that are critical to the progress schedule. 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 11th separate submittal for items specified in Section 03300). Resubmittals shall be identified with the i,,, 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. 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 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:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-3 Ivy Water Main Extension Project Submittals Albemarle County Service Authority 6. Submittal Log Number conforming to Specification Section Numbers. shall submit six (6) copies of shopdrawing submittals to the K. The Contractor p g Engineer, three of which will be returned to the Contractor. be responsible for and bear all costs of damages L. The Contractor shall which may p 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 i t Drawings. M. The Contractor shall be fully responsible for observing the need for and making i 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, 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 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. B. The review of drawings and schedules will be general, and shall not be construed: 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. 1 C. If the drawings or schedules as submitted describe variations and show departure from the Contract requirements which the Engineer fords 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. 1 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:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-4 I IvyWater Main Extension Project J Submittals Albemarle County Service Authority aim E. Resubmittals will be handled in the same manner as first submittals. On 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 i"' 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, 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 k. 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 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 it coordination. Drawings or schedules submitted without this stamp of approval 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: ism N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-5 Ivy Water Main Extension Project Submittals Albemarle County Service Authority I 1. Project Title and Number I 2. Name of project building or structure 3. Number and title of the shop drawing 4. Date of shop drawing or revision I 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 111 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. 1 F. Data on materials and equipment include, without limitation, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams, materials 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, finish and all other pertinent data. G. For all mechanical and electrical equipment furnished, the Contractor shall I 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 I 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. I. Only the Engineer will utilize the color "red" in marking Shop Drawing submittals. 1 J. Before the final 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 I N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-6 1 it Ivy Water Main Extension Project Submittals Albemarle County Service Authority in steel, miscellaneous metals, process and mechanical equipment, yard piping, electrical system and instrumentation system. 1.07 SAMPLES 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 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: 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 fmished materials shall have additional marking that will identify them under the finished 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 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. rr. 1.08 MANUFACTURER'S LIST A. Within 30 days after receipt of a Notice to Proceed, and before ordering any 11 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 N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-7 Yrr ■► is Ivy Water Main Extension Project Submittals Albemarle County Service Authority manufacturers' list shall neither relieve the Contractor from submitting detailed shop drawings and product data for all materials and equipment nor shall it i 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 A. The definition of "manufacturer's representative" shall be as follows: a representative from the manufacturer's plant, familiar with the actual problems of 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 1 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. 1 I N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-8 1 Ivy Water Main Extension Project Submittals Albemarle County Service Authority 1.12 MIX DESIGNS 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 ii"' 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 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. imp 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 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) �r. END OF SECTION it N:\46480-017\Engineering\Specs\Civil\01300.docx April 2016 01300-9 ur�■■rI I 1 1 1 I 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 i 1 1 1 1 1 1 ir. Ivy Water Main Extension Project Field Services Albemarle County Service Authority SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 —GENERAL 1.01 SUMMARY A. CONTRACTOR shall maintain at the site one record copy of: 1. Drawings. 2. Project Manual. 3. Addenda. 4. Change orders and other modifications to Contract. ir` 5. Field orders, written instructions, or clarifications. 6. Approved submittals. 7. Field test records. 8. Construction photographs. 9. Associated permits. 10. Certificates of inspection and approvals. 11. Building Permits 1.02 SUBMITTALS A. With Pay Requests lir 1. With each Pay Request provide a copy of the current "Red Line" record drawing set. B. Operation and Maintenance Manuals for Equipment and Products tr. 1. The CONTRACTOR shall furnish Operation and Maintenance Manuals for all products and equipment provided under this Contract. See Section 01300 - Submittals for requirements. C. At Substantial Completion: ivy 1. Deliver one marked up set of record documents to OWNER. The record documents shall consist of: "Red Line" record drawings; "Red Line" specifications; and an ASCII file containing a complete record of the horizontal aim and vertical locations and top of water main pipe and fmished ground surface elevations. D. Accompany submittals with transmittal letter containing following. �r. N:\46480-017\Engineering\Specs\Civil\01720.doc April 2016 01050-1 rirommemormov i Ivy Water Main Extension Project Field Services 1 Albemarle County Service Authority I 1. Date. 2. Project title and number. 3. CONTRACTOR'S name and address. 4. Title of record document. 5. Signature of CONTRACTOR or authorized representative. f I PART 2 —PRODUCTS (Not Used) PART 3 —EXECUTION I 3.01 MAINTENANCE OF DOCUMENTS and SAMPLES A. Store documents and samples on-site apart from documents used for construction. 1. Provide files and racks for storage of documents. I 2. Provide secure storage space for storage of samples. B. Maintain documents in clean, dry, legible condition and in good order. Do not use record I documents for construction purposes. C. Make documents and samples available for inspection by ENGINEER or OWNER. I D. Failure to properly maintain record documents may be reason to delay a portion of progress payments until records comply with Contract Documents. 3.02 RECORD DOCUMENTS A. Label each document "PROJECT RECORD" in neat, large printed letters. B. Maintain a record set of "Red Line" Record Drawings and Specifications legibly I annotated to show all changes made during construction. 1. Graphically depict changes by modifying or adding to plans, details, sections, I elevations, or schedules. 2. Make changes on each sheet affected by changes. I C. Record information concurrently with construction progress. 1. Do not conceal Work until required information is recorded. 1 2. Record changes made by Written Amendment, Field Order, Change Order or { Work Directive Change. I D. Information to be recorded on Record Drawings: 1. Depths of various elements of foundation in relation to finish first floor or site datum. 1 N:\46480-017\Engineering\Specs\Civil\01720.doc April 2016 01050-2 I } i Ivy Water Main Extension Project Field Services Albemarle County Service Authority 2. Record top of water main pipe and finished ground surface elevations. 3. Record horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 4. Record location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure. 5. Record field changes. 6. Provide details not on original Drawings. 7. Record location and identification of exposed interior piping, including those shown schematically on Drawings. 8. Record size of equipment and location including connections. 9. Record the coordinates of all fittings and valves installed. Coordinates shall be tied to the Virginia State Grid System. rr E. Specifications: 1. Mark Specification sections: to show substantial variations in actual Work performed in comparison with test of Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. 2. Note related record drawing information and Product Data. F. Indication of Changes: 1. All changes shall be annotated in the color red. 2. Annotations to delete or remove items shall be identified in the color blue. 3. Comments to the work or instructions to the work and not to be translated to the final shall be annotated in the color green. END OF SECTION ion N:\46480-017\Engineering\Specs\Civil\01720.doc April 2016 01050-3 • 1 NNW 1 I I 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 1 i 1 1 1 1 Mg 1 1 Ivy Water Main Extension Warranties and Bonds Albemarle County Service Authority SECTION 01740 WARRANTIES AND BONDS PART I - GENERAL #�. 1.01 SCOPE OF WORK A. The work included in this section includes compiling specified warranties and bonds,reviewing submittals to verify compliance with the Contract Documents, submitting warranties and bonds to the Engineer for review and transferring said warranties and bonds to the Owner as required in the General Conditions and as specified herein. 1.02 SUBMITTAL REQUIREMENTS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors in an appropriate sized three ring binders. ito B. Provide two (2) signed original copies of each document. C. Provide a Table of Contents, neatly typed and in proper sequence listing contents of binder. Provide complete information for each document including: ire 1. Product or work Item covered. 2. Name of Firm that supplied or manufactured product, with name of principal, address and telephone number. 3. Scope. 4. Date of beginning of warranty, bond or service and maintenance contract. 5. Duration of warranty, bond or service and maintenance contract. 6. Ending date of warranty, bond or service and maintenance contract. 7. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect validity of warranty or bond. 8. Contractor and Subcontractors name, street address and telephone number of responsible principal. N:\46480-017\Engineering\Specs\Civil\01740.doc April 2016 01740-1 11111116. Ashcroft Tank and Pump Reconfiguration Project Warranties and Bonds I Albemarle County Service Authority 1.03 FORM OF SUBMITTALS I A. Prepare in duplicate packets. I B. Format: 1. Size 8 1/2 inches x 11 inches, punched for standard three ring binder. I 2. Fold larger size sheets to proper size and provide clear plastic sleeves for insertion I into binder 3. Cover: Identify each binder with a typed or printed title "WARRANTIES AND I BONDS". Include on cover the title of the project, name of Owner and name of Contractor. I C. Binders shall be commercial grade, three ring binders with durable and cleanable plastic covers. The maximum binder width shall be 2 inches. 1.04 WARRANTY SUBMITAL REQUIREMENTS I A. For all major pieces of equipment, submit a warranty from the equipment manufacturer. The I manufacturer's warranty period shall be concurrent with the Contractor's for one (1) year, unless otherwise specified, commencing at the time of Final Completion. B. Contractor shall be responsible for obtaining certificates for equipment warranties for all I equipment specified under any division that lists for more than $1000. The Engineer reserves the right to request warranties for equipment not classified as major. The Contractor I , shall still warrant equipment not classified as "major" in the Contractor's one year warranty period even though certificates of warranty may not be required. ' I C. In the event that the equipment manufacturer or supplier is unwilling to provide a one year : 1 warranty commencing at the time of Final Completion, the Contractor shall obtain for the i manufacturer a two (2) year warranty commencing at the time of delivery to the job site. The 1I 1 two year warranty from the manufacturer shall not relieve the Contractor of the one year warranty starting at the time of Final Completion. 1 i i ' PART II- PRODUCTS (Not Used) , PART III - EXECUTION (Not Used) I 1 J 1 1 END OF SECTION 1 I , , i 4 I 1 I I i 1 i I 1 11 N:\46480-017\Engineering\SpecsTivi1\01740.doc April 2016 i 01740-2 A 1 I Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling SECTION 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Contractor shall provide all labor, materials, equipment and services necessary for, 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. ris 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, Sir 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 is 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. c. "Virginia Erosion and Sediment Control Handbook", dated 1993, with the latest incorporated revisions. N:46480-017\Engineering\Specs\Civi1\02200.docx April 2016 02200-1 Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 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 re ate for Portland Cement Concrete 1 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 T119 Slump of Portland Cement Concrete T180 Moisture-Density Relations of Soils Using a 10-1b. Rammer and 18-in. I 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 1 3. All work shall comply with Occupational Safety and Health Regulations for Construction of the Code of Federal Regulations. i B. Supervision and Testing 1. Supervision i and testingshall be in accordance with the following. The Contractor 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 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. 1 3. All materials to be used in the work shall be tested by a certified, independent laboratory paid for by the Contractor, prior to use to show conformance with the 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 N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-2 Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 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 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 aim 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 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 is" 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. ins D. Delivery Tickets N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-3 womaimmfirimmilmiler t Ivy Water Main Replacement Project Earthwork Excavation, 1 Albemarle County Service Authority Trenching and Backfilling I 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 1 of the Engineer showing the following information: a. Name and location of supplier or source. 1 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 1 PART 2—PRODUCTS. F. A Compaction Plan shall be submitted to the Engineer for approval, including a list of 1 proposed compaction equipment to be used, manufacturer's specifications and catalog data, and the Contractor's plan for compaction in the work. G. Excavation Support and Dewatering Systems I 1. For all excavations requiring sheeting and shoring, the Contractor shall submit 1 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. drawings The workingdrawin s and calculations for the dewatering systems shall include 1 the following information: Planned method of dewatering. a. g b. Excavation plan. 1 c. Location of the water table before and during dewatering. I 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. I t 3. The Contractor shall obtain and submit copies of all permits that may be required for installation of well points and dewatering wells. I 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 gany other parties in the execution of the excavation support system. The 1 Contractor's submittal of the Excavation Support Systems and Dewatering Systems ' is for information purposes only. 1 i i N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 1 02200-4 f I 1 Iw Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 1.05 JOB CONDITIONS A. Subsurface Investigations 1. Groundwater encountered within the project site shall be treated as contaminated ins unless stated otherwise in Appendix A. Excavated soils may also contain petroleum contamination. It is known that two separate underground petroleum storage tanks have leaked and contaminated soils and groundwater in the project area. 2. A limited geotechnical investigation for the project was performed and is included for informational purposes only, as Appendix A of this project manual. The Contractor is encouraged to walk the project to familiarize itself with the conditions. 3. 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. 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 advance of excavation. 2. Should uncharted piping or other utilities be encountered during excavation, the Si. 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. 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 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. N:\46480-017\Engineering\Specs\Civi1\02200.docx April 2016 02200-5 Ivy Water Main Replacement Project Earthwork,Excavation, I Albemarle County Service Authority Trenching and Backfilling I 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) I 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: r 1. VDOT No. 57 Aggregate (AASHTO M43) I 2. VDOT No. 68 Aggregate (AASHTO M43) 3. VDOT No. 8 Sand (AASHTO M43) 1 D. Filter Fabric 1. Filter fabric shall be a nonwoven fabric consisting of continuous filaments of 1 polyester or polypropylene formed into a stable network by needle punching. The fabric shall be inert to commonly encountered chemicals and hydrocarbons,mildew 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. 2. The fabric shall a rovide permeable layer or media,while retaining the soil matrix. 1 p 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 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 Engineer. E. Class B riprap for slope protection and stabilization shall meet the following requirementsI and shall be used only where specified on the drawings or as required by the Engineer. The stone shall be hard, durable, resistant to weathering, angular in shape, free from 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 t 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 1 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 { 1 N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-6 I } ii. Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling lin 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. 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 hie 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. its 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. 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. 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 L N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-7 somormaimisimmor Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 1 allow for proper care and watering. All stored trees, shrubs,bushes, etc. shall have the root ball wrapped in burlap for protection. 1 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 PREPARATION 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, 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 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. N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-8 w Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 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 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 1r. 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 lie 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, payment for excavation below subgrade and backfill will be made in accordance with i"' Section 01130 MEASUREMENT AND PAYMENT. 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. 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. N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-9 ismimurr Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling II 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 1 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 defined 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 defined in Paragraph 3.12 FILLS AND BACKFILLS FOR STRUCTURES. Subgrade for areas to receive topsoil shall be as defined in Paragraph 3.13 TOPSOIL. I 3.04 DEWATERING, DRAINAGE AND PUMPING A. The Contractor shall provide, continuously operate and maintain all temporary dewatering, 1 drainage and pumping systems required to satisfactorily perform all work under the Contract. I 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 I 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. I 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. i 3.05 TEMPORARY EXCAVATION SUPPORT SYSTEM A. The Contractor shall temporarily support the sides and ends of all excavations, where I 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 I N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-10 111 Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling fir 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 iim support system. 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 ire vibrations. 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. 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 r" 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. imi 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 sufficient quantity of timber, planks, beams, chains, ropes, etc., and shall use them as 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 N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-11 it rri► Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 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 will be made for excavation except for removal of unsuitable materials below the subgrade. 1 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 of the Engineer, and the excavation is left open for an unreasonable length of time in 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. i 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 N:\46480-017\Engineering\Specs\Civi1\02200.docx April 2016 02200-12 1 Ir. Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 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. ion C. Trench backfill material shall meet the requirements of PART 2 - PRODUCTS. ir. 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 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. ire 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 N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-13 lin. 1 a Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 1 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 I 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 I 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 1 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. I 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 I be inspected, and filling or backfilling shall not proceed without his approval. B. p Placing, spreading and compacting suitable material for fills and backfills: 1 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 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 i approved by the Engineer. Compaction by heavy rollers or other heavy equipment is prohibited within 5 feet of any structure. State and/or CountyRoad Right of Wayand Improved Areas: 2. Fill/backfill Within g p Moisture content of the fill material shall be within 3%above or below the optimum I moisture content for the material while placing and during compaction. After each I 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. iOptimum moisture content and maximum dry density shall be determined by AASHTO T99. Weaving or creeping of the soil beneath the roller shall be 1 sufficient evidence that the moisture content of the fill or subsoils is excessive, and that required compaction has not been achieved. I 1 N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 l 02200-14 I Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 1w 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 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 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 moisture content. 3.12 FILLS AND BACKFILLS FOR STRUCTURES A. Subgrade for structures shall be 6 inches below the underside of the slab, unless otherwise rr. noted. B. Bedding for structures shall be 6 inches of porous fill No. 57 Aggregate, as defined in PART 2 - PRODUCTS, unless otherwise noted. C. After completing the construction of structure foundations, footings, walls, etc., below ire 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. f�. 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. 3.13 PLACEMENT OF FLOWABLE FILL A. Flowable fill shall be placed at locations as directed by the Engineer or ACSA inspector if required. 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. N:446480-017\Engineering\Specs\Civi1\02200.docx April 2016 02200-15 t` Ivy Water Main Replacement Project Earthwork,Excavation, Albemarle County Service Authority Trenching and Backfilling 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. ' 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. 1 E. Compliance with compressive strength requirements shall be tested in accordance with the following AASHTO test methods: 1 T 22 Compressive Strength of Cylindrical Concrete Specimens T 23 Making and Curing Concrete Test Specimens in the Field 1 3.14 TOPSOIL A. Upon completion of grading, all debris shall be cleaned up and removed from the premises. p p g g� 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. 1 C. Fine grading and placement of salvaged or furnished topsoil shall conform to Virginia Department of Transportation"Road and Bridges Specifications". 1 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 Transportation "Road and Bridges Specifications" and to the Virginia Erosion and Sediment Control Handbook. END OF SECTION r 1 1 1 1 N:\46480-017\Engineering\Specs\Civil\02200.docx April 2016 02200-16 1 ire Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority SECTION 02223 VIBRATION CONTROL PART 1 - GENERAL 1.01 DESCRIPTION te. 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 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, ie 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 i` Section 01130 MEASUREMENT AND PAYMENT Section 01300 SUBMITTALS Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING ire 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 rr 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:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223-1 ism I Ivy Water Main Replacement Project Vibration Control 1 Albemarle County Service Authority 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 proposed general I submitted describingthe ro osed A Conceptual Construction Plan shall be concept for construction activities and the Contractor's proposed efforts regarding the safety of structures and utilities. I B. Vibration Control Consultant Submittals 1. Vibration Control Consultant Documentationi The Contractor shall employ the services of an independent consultant, specializing I 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, I 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. I 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. Pre-construction surveys shall be performed by the Consultant to determine the I condition of any property or structure, and to document any pre-existing defects, 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, I 1 April 2016 N:\46480-017\Engineering\Specs\Civil\02223.docx 02223-2 1 • Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority If�r owner, date and time of survey, and shall accurately relate all photographs,tape {or digital} records, measurements and sketches to the body of the report. A iw 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 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 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. r""" 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. ibis 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 The Vibration Control Consultant shall submit to the Engineer daily monitoring records as described herein. N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223-3 ie mow Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority 1 6. Certification of Calibration The Vibration Control Consultant shall submit to the Engineer forapproval a 1 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. C. Blasting Contractor Submittals i 1. Blasting Contractor Documentation Blasting Contractor Documentation shall be submitted to the Engineer for approval 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. 2. Blasting Schedule 1 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 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. 3. Conceptual Blasting Plan A Conceptual Blasting Plan shall be submitted by the Blasting Contractor to the 1 Engineer for information and record purposes, and shall include the following: a. A complete summary of proposed transportation, handling, storage, and use of explosives, and shall include the names of personnel who will supervise 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, 1 controlled blasting techniques, and controls of noise, dust, fly rock,airblast, and 1 N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223- 1 ire Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority w vibrations. 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. ire 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 linear foot for controlled perimeter holes; powder factor; delay patterns,type of initiators,time of each delay, and pounds of explosive for each a" 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 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. 11.0 N:\46480-017\Engineering\Specs\ 02223.docx April 2016 02223-5 Ivry Water Main Replacement Project Vibration Control Albemarle County Service Authority 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 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 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 1 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. C. The Vibration Control Consultants 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 shall be ca able of providinga permanent record of the three 1 A. The seismographs p 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. 1 N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223-6 1 Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority B. Peak Particle Velocity shall be the measure of the level of ground vibration and is 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 grades indicated on the Drawings or as directed by the Engineer, and shall dispose of r 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 1/2 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 N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223-7 Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority 1 conform to the requirements for vibration control. The Contractor is responsible for operating in a safe manner, for producing smooth and sound rock surfaces at the lines 1 of excavation; and for controlling damage and vibration. fi 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. 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 II 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 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING. B. Excavated rock material shall not be used in backfilling trenches, except as described in Section 02200. 111 C. All excess or unsuitable excavated rock material shall be disposed of by the Contractor I as described in Section 02200 at no additional expense to the Owner. I 3.07 EXPLOSIVES I 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 1 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 to observing all County ordinances and State and Federal laws relating to the IItransportation, storage, handling and use of explosives,the Contractor shall conform to any 1 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. 1 A N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 1 02223-8 I Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority 3.08 BLASTING CONTROL 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. rr 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 leaving the rock not to be excavated in an unshattered condition. Controlled blasting techniques shall be used for all perimeter surfaces when blasting to fmal 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. in. G. The Contractor shall only employ competent personnel qualified by training and N:\46480-017\Engineering\Specs\Civi1\02223.docx April 2016 02223-9 wow Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority I experience to blast, particularly in potentially high damage areas near any above and below ground structures, underground vaults, manholes, roadways and utilities. The Y 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 definitely located existing utilities, 10-inch or smaller diameter and no closer than 5 feet from utilities larger than 10-inch diameter. 1 1 1 1 1 f 1 1 ■ 1 1 t 1 1 N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223-10 ' 8 Ivy Water Main Replacement Project Vibration Control Albemarle County Service Authority ie. 3.09 U.S. BUREAU OF MINES CRITERIA tir U.S. Bureau of Mines Criteria from Report RI-8507 (November, 1980): 10.0 aro Q1 03 c - 2 in/sec 1101 H 0.008 in 0 1.0 ._ 0.75 in/sec, fYo adrywall w - 0.50 in/sec, ,' - - plaster / — 0.030 ' 1r 1 i I I I I I f !_I i 1 I I lilt 1 10 100 FREQUENCY, Hz in END OF SECTION N:\46480-017\Engineering\Specs\Civil\02223.docx April 2016 02223-11 tr rnrr► 1 I I 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 ti G 1 1 1 1 1 it Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority SECTION 02300 JACKING AND BORING PART 1 - GENERAL 1.01 DESCRIPTION A. This Section includes requirements for jacking into place a casing pipe, underneath CSX right-of-way, of the size and type, and to the limits, shown on the Contract Documents, and as authorized by the Engineer. The Work shall consist of providing jacking and receiving pits, dewatering, furnishing and operating a boring auger rotating within the pipe to remove the spoil, providing for the monitoring of movement of the road above the casing pipe, installing the carrier pipe, and bulkheads at the casing pipe ends, without disturbing the road, and roadbed above. B. Defmitions: 1. Carrier pipe is 6"Ductile Iron Water Main. 2. Casing pipe is the sleeve through which the carrier pipe will be placed. 3. Jacking and boring is a method of installing a casing pipe by means of cutting, hand mining or boring an opening while simultaneously forcing the casing pipe through the opening with hydraulic jacks. 1.02 RELATED WORK INCLUDED ELSEWHERE it Section 02200 EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING iiri 1.03 DELIVERY, STORAGE AND HANDLING Materials shall be unloaded and handled with equipment of adequate capacity, equipped with slings to protect the materials from damage. Storage of materials on the site shall be in a reasonably level well drained area. Individual pieces and bundles shall be stored with safe walking space between them to allow full view for inspection purposes. 1.04 JOB CONDITIONS A. General 1. Jacking and boring construction shall be performed so as not to interfere with, interrupt or endanger surface and activity thereon, and minimize subsidence of the surface, structures, and utilities above and in the vicinity of the casing pipe. ii,. Support the ground continuously in a manner that will prevent loss of ground and keep the perimeters and face of the casing pipe, passages and shafts stable. N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300- 1 Yr iiimmiiiiIIIIIIMINImmlar i Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority IThe Contractor shall be responsible for all settlement resulting from jack and bore operations and shall repair and restore damaged property to its condition prior to being disturbed at no cost to the Owner or additional cost to the I Contract. 2. The Contractor shall comply with applicable ordinances, codes, statutes, rules I and regulations of the Commonwealth of Virginia, applicable County codes, and applicable regulations of the Federal Government, OSHA 29CFR 1926 and applicable criteria of ANSI A1O.16-81, "Safety Requirements for Construction • 111 of Tunnel Shafts and Caissons". B. Subsurface Investigations I 1. Site soil investigation reports and data obtained for design of the casing pipe are included in the Geotechnical Report in the appendix. This report is provided I for informational purposes only. Interpretation of this material and making his own investigation and determination of the work site soil conditions prior to bidding is the sole responsibility of the Contractor. I 2. Several of the borings drilled in the vicinity of jack and bored crossings as indicated on the Drawings encountered medium dense to extremely dense sandy I material. Groundwater was encountered only at T-5, below the pipe zone. As indicated in the Geotechnical Report the soils at this crossing have the potential to slowly ravel into the tunnel face. Therefore, in order to control raveling of the surrounding ground, the auger should be kept withdrawn inside the casing 1 1.05 SUBMITTALS The Contractor shall submit the following to the Engineer, for review and approval by the I 1 Engineer, in accordance with Section 01300 SUBMITTALS: A. The Contractor may select the tunnel method that he intends to use, including I ground water control. Working drawings and written procedures describing in detail the proposed methods and the entire operation to be used shall be submitted. This shall include but not be limited to the following: 1 i 1. jacking and receiving pits, backstop, pit base material 2. size, capacity and arrangement of equipment 1 3. method of dewatering and drainage 4. method of ground stabilization and materials, if proposed, and evidence of experience and competency 5. method of detection of ground movement I 6. method of excavation and removing soils materials, type of cutter head 7. method of installing the casing pipe 8. method of monitoring and controlling line and grade I N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 3 l 02300-2 I s Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority 9. grout and concrete design mix specifications 10. method and procedure for installing the carrier pipe, supports, and anchors to prevent flotation r■ 11. method of bulkheading the casing pipe ends 12. method and procedure for the placement of grout, when required, between carrier pipe and casing pipe 13. method of measuring quantity of soil removed from tunnel If, in the opinion of the Contractor, modifications to the methods are required it during construction, revised working drawings shall be submitted for approval, delineating such modifications, including reasons for the modifications. B. Submittals for Excavation Support Systems and Dewatering Systems shall meet the requirements of Section 02200, EARTHWORK, EXCAVATION, TRENCHING AND BACKFILLING of these Specifications. C. Certified test reports for casing pipe, and shop drawings and specifications showing sizes,joint welds, and coatings, shall be submitted before delivery of materials. PART 2 - PRODUCTS '"' 2.01 CASING PIPE A. The casing pipe shall be as indicated on the Drawings. The casing pipe shall be spiral-welded steel casing pipe with a minimum thickness of one-quarter(1/4) inch. The casing pipe shall extend from back of curb to back of curb, or beyond concrete or paved ditches, or a minimum of five (5) feet beyond the edge of pavement or property boundary, whichever is greater. and shall have a minimum yield strength of 36,000 psi (ASTM A-1011 Grade 36). Joints shall be fully welded around the circumference of the pipe with a complete penetration weld. Pipe shall conform to AWWA C-200. B. Casing pipes shall be coated inside and out with coal tar epoxy; Carboline, Bitumastic 300M; Tnemec 46H-413 Hi-Build; or equal. Minimum thickness and application shall be per the Manufacturer's specifications. C. Permalok steel pipe,as manufactured by Permalok Corporation,shall be considered an approved equal for the steel casing pipe, 30-inches and larger, provided that all of the above material, coating, and design requirements are achieved or exceeded. 2.02 CARRIER PIPE Carrier pipes shall meet requirements as specified in Section 02615. N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300-3 r. mummiinsiiiiir i Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority I2.03 GROUT A. The cement used for grout shall be in accordance with the latest "Standard • Specifications for Portland Cement" ASTM Designation C1.50 for Type I or Type II. Certified mill tests shall be furnished for all cement used for grout. The sand used for grout shall be in accordance with ASTM C404 Size No. l Fine Aggregate, or ASTM C33 Fine Aggregate. B. Water shall be free from sulfates and other objectionable quantities of silt, organic matter and other impurities. C. Design mix for grout shall have a minimum compressive strength of 100 psi attained within 7 days. Grout shall be fluid enough to inject through the grout fittings and to fill voids around the casing pipe. 1 2.04 SURFACE SETTLEMENT MARKERS markers within pavement areas shall be P.K. nails. Surface settlement 1 Surface settlement markers within non-paved areas shall be wooden hubs, steel pipes or rods, or other suitable devices. 2.05 SUBSURFACE SETTLEMENT INDICATORS Subsurface settlement indicator shall be fabricated from 2 1/2-inch diameter steel pipe. An inner one-inch diameter extra strong steel pipe with a pipe cap and 1/4-inch diameter round head stainless steel bolt shall be inserted in accordance with the Detail shown as an Attachment of this Section. 1 PART 3 - EXECUTION 3.01 GROUND MOVEMENT MONITORING aA. The Contractor shall carry out operations to minimize horizontal displacement, settlement and/or heave of the ground and shall be responsible for all damage due I to displacement, settlement consolidation or heave from any construction related activities. i sB. No horizontal displacement, settlement or heave will be permitted at property structures. C. The Contractor shall install and maintain a system of instrumentation to monitor the underground excavation operation and to detect movement in the soil, adjacent structures and utilities. 1 4 I I N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300-4 1 l ins Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority D. The Contractor shall report any settlement and horizontal movement immediately to the Engineer and take immediate remedial action. F. In the event of movement of the ground surface, structure or utility being detected or damage recorded, the Engineer may order that the work be stopped and secured. Before proceeding, the Contractor shall correct any problems causing or resulting iy from such movement at no additional cost to the Contract. If ground settlement or heave occurs which might affect the accuracy of temporary or permanent benchmarks, it is the Contractor's responsibility to monitor and report such movements to the Engineer. G. Surface Settlement Markers The Contractor shall install surface settlement markers placed as specified or as directed by the Engineer. The settlement markers shall be referenced to bench marks or other controls sufficiently removed from the from the work area so as not to be affected by tunneling operations. The Contractor shall keep permanent records, and take initial readings prior to the start of dewatering, pit excavation, or tunneling operations. All elevation measurements shall be made to the nearest 0.01 foot. a. Surface settlement markers for crossing highways,roads or other areas shall consist of P.K. nails on the paved areas and wood hubs in unpaved areas. They shall be located with a line of point are directly above the tunnel alignment and a line of points installed 8 feet on each side of the alignment. Points spacing shall not be more than 12 feet. The Contractor shall make and record observation measurements on surface settlement markers placed as required herein. The measurements shall be made twice daily, at a minimum, or on such regular time intervals acceptable to the Engineer. All readings shall be reported to the Engineer within one hour of the reading. The Contractor shall immediately cease work and take immediate required action to prevent further settlement or heave and restore surface elevations to that existing prior to start of tunnel operations in the event surface settlement or heave on any marker exceeds 0.05 feet. H. Subsurface Settlement Indicators 1. Install subsurface settlement indicators m accordance with the detail included as an Attachment to this Section prior to start of dewatering or tunneling. 2. Install the tip of the inner pipe to within two feet above the crown of the tunnel or as directed by the Engineer. 3. Monitor the movements of the indicators to an accuracy of 0.01 foot in N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300-5 } mommurimr Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority accordance with an approved schedule. 4. Whenever tunneling occurs within 50 feet of an indicator, monitor the movements of the indicator before and after each advance of the tunnel face. 3.02 CONSTRUCTION OF JACKING AND RECEIVING PITS A. Design, construction, maintenance and removal, including any damage attributed to the construction of jacking and receiving pits, is the responsibility of the Contractor, and shall be done in accordance with the submittal requirements of Section 02200 EARTHWORK, EXCAVATION, TRENCHING, AND BACKFILLING. I B. Jacking and receiving pits shall be constructed in accordance with approved working drawings sealed by a professional engineer registered in the Commonwealth of Virginia. C. Excavation, backfill and grading shall be performed in accordance with Section 02200 of these Specifications and to the requirements specified herein. D. Approximate locations of jacking and receiving pits are as shown on the Contract 1 Drawings. E. The Contractor is responsible for any necessary utility relocations or the supporting of utilities for jacking and receiving pits construction. Utility support and relocations shall be at no additional cost to the Contract. 3.03 VENTILATION AND AIR QUALITY The Contractor shall provide, operate and maintain for the duration of the jacking and boring project a ventilation system suitable for meeting applicable safety requirements for the health of the workers. 3.04 JACKING AND BORING OPERATIONS A. The Contractor shall be responsible for extending the line, grade, and elevation in the casing from the jacking pit. The Contractor shall check the line and grade at the leading edge of the case are directed by the Engineer. The Engineer shall not request line and grade measurements at the leading edge of the casing more than once per 30 feet of casing installed. The Engineer may make periodic checks on the lines, grade elevation, etc., established by the Contractor. The Contractor shall maintain line and grade of the casing pipe to within a tolerance of 2 inches of that indicated on the Drawings. B. Once the casing has been advanced past the jacking pit, work shall continue on a seven day a week schedule until the full length of casing is installed. Breaks in g 1 N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300-6 I Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority ire work shall not exceed 12 hours. If the jacking and boring operation is suspended, the face or heading shall be completely bulkheaded or supported by positive means. Qualified personnel shall periodically check conditions that might threaten the stability of the work. C. The front of the pipe shall be provided with mechanical arrangements or devices +r• that will positively prevent the auger from leading the pipe so that there will be no unsupported excavation ahead of the pipe. The face of the cutting head or speed of the auger shall be selected to provide a reasonable obstruction to the free flow of running sand, or soft or poor soil material. The equipment shall be capable of advancing the casing several feet ahead of the cutter head when loose or running sands are encountered to maintain a soil plug at the end of the casing. D. Jack casing pipe with auger rotating within the pipe to remove spoil. Hand mining is an option for large bore casing pipe provided method is submitted in detail and is acceptable to the Engineer. E. The use of water or other liquids to facilitate casing installation and/or spoil removal is prohibited. F. Over-cut of cutting head shall not exceed the outside diameter of the casing pipe by more than one (1)-inch. G. If voids should develop, or if the bored hole diameter is greater than the outside diameter of the pipe plus coating (if any), by more than approximately one inch, grouting or other methods approved by the Engineer shall be implemented to fill the voids. H. The Contractor shall provide a means of quantifying the volume of soil removed for the tunnel for each 10 feet of the tunnel length. Muck buckets, temporary storage containers or other measuring device shall be provided by the Contractor. Spoil from the work shall be disposed of off-site or placed as backfill elsewhere on the project. 3.05 INSTALLATION OF CARRIER PIPE (rr A. Install carrier pipes as specified in their respective sections of this Specification and as shown on the Drawings. B. Pressure-injected grout, meeting the requirements of PART 2, shall fill the annular space between the borehole and casing pipe and any voids outside the limits of the iis excavation created by caving or collapse of earth cover over the excavation. The Contractor shall furnish and operate suitable equipment for any required grouting operations depending on the condition of the application. The grouting operation shall not damage adjacent utilities or other properties. Grout shall be injected at a pressure that will not distort or imperil any portion of the work or existing N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300-7 .r�rr i Ivy Water Main Extension Project Jacking and Boring Albemarle County Service Authority installations or structures. C. Ends of the casing shall be securely bulkheaded with brick and mortar or concrete. I Both ends shall be sealed with an appropriately sized end seals placed between the casing and carrier pipe. END OF SECTION I ATTACHMENT 1 1 1 1 i 1 1 ti 6gg j I .;F 4 I ti N:\46480-017\Engineering\Specs\Civil\02300.docx April 2016 02300-8 1 Ivy Water Main Extension Project Pavement Albemarle County Service Authority SECTION 02500 PAVEMENT all PART 1 - GENERAL ars 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 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. B. Pavement shall be furnished as shown on the Drawings, to the following cross-section and rr.. in accordance with the Standard 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. 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 Section 211 of the Standard Specifications. PART 3 - EXECUTION 3.01 GENERAL A. Pavement shall be constructed to the finished grades shown on the Drawings or to match existing grade. r. B. Subgrades shall be prepared in accordance with Section 02200 - Earthwork, Excavation, N:46480-017\Engineering\Specs\Civil\02500.docx April 2016 02500-1 11r Ivy Water Main Extension 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 earthwork, backfilling and finish grading. Upon completion, tracked vehicles shall be prohibited from traveling on paving. I END OF SECTION N:\46480-017\Engineering\SpecsTivil\02500.docx April 2016 02500-2 tr Ivy Water Main Extension Project Ductile Iron Pipe and Fittings Albemarle County Service Authority rr. SECTION 02615 DUCTILE IRON PIPE AND FITTINGS �r. PART 1 - GENERAL ire 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 ductile iron exterior piping and fittings shown on the Drawings and as specified herein. ism B. All work, materials and incidentals necessary to the construction of the piping, including excavation and refill, excavation support, laying and joining of pipe, and other miscellaneous work shall meet the requirements of the ACSA Standard Specifications and Details and to the applicable requirements of other Sections and as 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 direction of bell and spigot and the exact horizontal and vertical location for connections at the locations indicated on the Drawings, fmalize all lay lengths, and confirm pipe layout prior to shop drawings submittal. Any deviation from the connection concept indicated which rr 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 ars B. Section 02630—Testing of Water Mains 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. B. Dimensioned drawings are required. Design calculations and detailed fabrication drawings shall be submitted for all fabricated fittings. Manufacturers'data and/or materials lists shall �r. N:\46480-017\Engineering\Specs\Civil\02615.docx April 2016 02615-1 Ir. ■r t. Ivy Water Main Extension Project Ductile Iron Pipe and Fittings p Albemarle County Service Authority t be submitted for standard fittings, inlets, materials and standard pipe sections in sufficient I 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 I applied linings and joint material. 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 1.04 DELIVERY, STORAGE and HANDLING A. Delivery and Storage I 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 and fittings free of dirt and debris. I 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 causing I excessive rusting or coating with grease or other objectionable materials. B. Handling I 1. Handle and transport pipe, fittings, and other accessories in a manner to ensure delivery to the trench in sound undamaged condition. I PART 2 - PRODUCTS 1 2.01 GENERAL A. It shall be the Contractor's responsibility to verify dimensions of all pipes, valves, special I 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. B. 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. I C. Bells and spigots shall be at right angles to the axis of the opening and openings shall be at the exact angle shown. I I N:\46480-017\Engineering\Specs\Civil\02615.docx April 2016 02615-2 I Ivy Water Main Extension Project Ductile Iron Pipe and Fittings Albemarle County Service Authority 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 or couplings. 2. Use of custom manufactured adapters or couplings. 2.03 DUCTILE IRON PIPE AND FITTINGS A. Ductile iron pipe shall be centrifugally cast pipe manufactured in accordance with ANSI A21.51 (AWWA C151), current revision. All ductile iron pipe eight(8) inches and smaller shall have a minimum wall thickness of 0.31 inches and shall have a minimum thickness class of Class 52. Pipe shall be as manufactured by the American Cast Iron Pipe Company, U.S. Pipe and Foundry Company, Griffm Pipe Products Inc., Atlantic States Cast Iron Pipe Co. or equal. SERVICE PIPE MATERIAL PIPE FITTINGS w. 6" Water Main Ductile Iron, AWWA C151, Thickness Ductile Iron, AWWA C110 Class 52 ANSI A21.10, Class 250 4" Water Main Ductile Iron, AWWA C151, Thickness Ductile Iron, AWWA C110 Class 52 ANSI A21.10, Class 250 ire B. Joints for ductile iron pipe, fittings and specials shall conform to ANSI A21.11 (AWWA C111) and shall be push-on or mechanical joint pipe. Ductile Iron fittings shall have standard mechanical joints manufactured in accordance with ANSI A21.10 (AWWA C 110), current revision, or ANSI A21.53 (AWWA C153), current revision. C. Restrained pipe shall be mechanical joint and equipped with a mechanical joint restraint device that shall have a working pressure of at least 250 psi with a minimum safety factor of 2:1. The joint restraint device shall be "Megalug" by EBAA Iron, Inc. or equal. F. All rubber gasket joints for ductile iron pressure pipe and fittings shall comply with ANSI A21.11 (AWWA C111). G. Fittings and specials shall be manufactured in accordance with ANSI A21.10 (AWWA C- 110) and shall have a minimum pressure rating 250 psi. The ductile iron used in the manufacture of ductile iron fittings and specials shall have a minimum tensile strength of 70,000 psi. H. Compact ductile iron fittings are permitted. I. Coatings and Linings N:\46480-0 17\Engineering\Specs\Civil\02615.docx April 2016 02615-3 rrnm a Ivy Water Main Extension Project Ductile Iron Pipe and Fittings Albemarle County Service Authority I 1. The outside of all ductile iron pipe and fittings shall be bituminous coated to meet the requirements of AWWA C151. I 2. The inside of ductile iron pipe and fittings for water pipe as specified in the pipe schedule shall be cement mortar lined in accordance with ANSI A21.4-03/AWWA I C104 or latest revision thereof. J. Each piece of ductile iron pipe shall have the weight and class designation conspicuously painted on it as near as possible to the flanged or bell end of the pipe and these designations shall be clearly legible. K. Pipe shall be supplied in standard lengths not to exceed 20 feet. 1 L. Ductile iron pipe shall have a minimum tensile strength of 60,000 psi with a minimum I yield strength of 42,000 psi. Design shall be done for external and internal pressure separately using the larger of the two for the net design thickness. An additional allowance shall be made for corrosion and casting tolerances in accordance with AWWA C150. I 1. The following design conditions shall apply for pipe used as the force main. I a. Working Pressure: 100 psi b. Test Pressure: 200 psig b. Surge Allowance: 100 psi I c. Cover: As shown on the plans. d. Wheel Load: AASHTO HS-20, with impact factor of 1.5 ! e. Soil Density: 120 pounds per cubic foot I f Safety Factor: 1.5 g. Soil Modulus E': 300 psi h. Design Pressure: 100 1 i. Trench Width: Transition j. Laying condition: AWWA C150, as shown on the drawings I M. Plugs and caps shall conform to AWWA C110 and shall be suitable for a minimum of 250 i psi. I PART 3 -EXECUTION 3 1 3.01 EXISTING PIPING 1 4 1 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. I i I � N:\46480-01 7\Engineering\Specs\Civil\02615.docx April 2016 02615-4 I a 1 • Ivy Water Main Extension Project Ductile Iron Pipe and Fittings Albemarle County Service Authority 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 from the project sites and disposed of by the Contractor at an approved disposal site. 3.02 LAYING OF PIPE AND FITTINGS 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 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 will be inspected for laying damage prior to backfilling. Trenching and backfilling details and requirements are shown on the Drawings and 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 manufacturer's recommendations. All fins and burrs shall be removed from 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 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 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. 7. Ductile iron pipe, fittings,and appurtenances shall be unloaded,handled,and stored in accordance with AWWA C600. 8. Whenever ductile iron pipe requires cutting in the field, the work shall be 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 or lining. I1�r N:\46480-017\Engineering\Specs\Civil\02615.docx April 2016 02615-5 tYr .rrrn r Ductile Iron Pipe and Fittings I Ivy Water Main Extension Project p g Albemarle County Service Authority I 9. No field cutting and welding of ductile iron pipe will be permitted. I10. Jointing a. Make push-on joints with the gaskets and lubricant specified herein; 1 assemble in accordance with the applicable requirements of AWWA C600 for joint assembly. b. Make mechanical joints with the gaskets, glands, bolts and nuts specified for this type joint, assemble in accordance with the applicable requirements of AWWA C600 for joint assembly and with the recommendations of Appendix A to AWWA C111/A21.11. c. Contractor shall not exceed the manufacturers maximum recommended allowable deflection of the pipe joint.Where the pipe joint allows slip in the joint for restrained pipe, such as TR FLEX pipe by U.S. Pipe, the joint shall be pulled out to the maximum extension, where surfaces of the bell and spigot ends of the joint are in contact, before the next pipe section is installed. I 3.03 TESTING A. Ductile iron water main shall be tested in accordance with 1.02 and 1.04 of Section 02630 —Testing of Water Mains. 3.04 PIPE CLEANLINESS A. For all pipe furnished in the work, the following requirements shall be required. When I 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. B. All pipe joint and lubricant compounds used in the pipe assembly shall be non-toxic in any r form or amount. The substance shall be non-biodegradable. 3 END OF SECTION I j I I Il a I 1 3 I I ti i `i N:\46480-017\Engineering\Specs\Civil\02615.docx 02615-6 April 2016 1 Ivy Water Main Extension Project Testing of Water Mains Albemarle County Service Authority SECTION 02630 TESTING OF WATER MAINS PART 1 - GENERAL 1.01 SCOPE OF WORK 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, 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 applicable requirements of other Sections and as modified herein. 1.02 GENERAL 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 PE and DI piping. Minimum test pressure for PE and DI piping shall be 200 psi, measured at the lowest point in the system and shall not vary by more than 5 psi. 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 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. N:\46480-017\Engineering\Specs\Civil\02630.docx April 2016 02630-1 ow Ivy Water Main Extension Project Testing of Water Mains Albemarle County Service Authority E. All defects revealed by testing shall be corrected without cost to the ACSA. I 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 1 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. 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 result from the application of the test pressure. Relief devices in the various systems shall be capped or plugged during the tests. All equipment used in testingshall be provided by the Contractor, shall be subject 1 G. 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. I H. The Contractor shall submit to the Engineer and Owner a record of all leakage tests conducted. 1 I. 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 waterI usage required for retesting. The Contractor shall supply all pumps, calibrated gauges and meters, and all necessary apparatus to perform the tests. 1.03 TESTING OF DI WATER MAIN A. Hydrostatic Pressure Test: I 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 I the test pressure of 200 psi. Measure pressure at the lowest point in the system. Gage pressure shall be compensated for the elevation. I 4. Maintain this pressure for at least two (2) hours with allowing leakage. If the pressure cannot be maintained, the Contractor shall determine the cause, make repair(s) and retest at no additional cost to the ACSA. I N:\46480-017\Engineering\Specs\Civi1\02630.docx April 2016 02630-2 • Ivy Water Main Extension Project Testing of Water Mains Albemarle County Service Authority irr B. Leakage Test: 1. A leakage test shall be performed in concurrently with the pressure test. 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: it L= S*D\I P 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. its 5. All visible leaks shall be repaired regardless of the amount of leakage. 1.04 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 r�. 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 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 concentration in the water shall be at least 10 mg/1. N:\46480-017\Engineering\Specs\Civil\02630.docx April 2016 02630-3 it imainsisw Ivy Water Main Extension Project Testing of Water Mains 1 Albemarle County Service Authority 2. Tablet Method b. Tablets of calcium hypochlorite, containing 70 percent available chlorine by I 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: I 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 1 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. - Requiredfor Dose of 50 m /1 (based on I 4. Number of Hypochlorite Tablets of 5 G g three and three-quarters grams of 70% available chlorine per tablet): 1 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 1 123 5 7 1 30 1 2 3 5 7 10 40 1 2 4 6 9 14 I 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 I 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 2016 N:\46480-017\Engineering\Specs\Civil\02630.docx April 02630-4 1 rr Ivy Water Main Extension 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 isi 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 i. 2.0 mg/I 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 is 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 com- 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 it N:\46480-017\Engineering\Specs\Civil\02630.docx April 2016 02630-5 ire rr� 1 i 1 1 1 1 1 [THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 1 I 1 1 qt Ivy Water Main Extension Project Valves,Hydrants and Appurtenances Albemarle County Service Authority iii. SECTION 02640 VALVES, HYDRANTS AND APPURTENANCES PART 1 —GENERAL 1.01 DESCRIPTION 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 1. B. Section 02200 - Earthwork, Excavation, Trenching and Backfilling. 1.03 SCHEDULE OF MATERIALS and SHOP DRAWINGS 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, and working pressure for which they are designed cast in raised letters upon the exterior of the unit. 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, 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. N:\46480-017\Engineering\Specs\Civil\02640.docx April 2016 02640-1 rumina Valves,Hydrants and Ivy Water Main Extension ProjectY Appurtenances • Albemarle County Service Authority D. All valves for water mains shall open left (counter-clockwise). 2.02 GATE VALVES i A. Gate valves 2-inches in diameter or smaller shall be inside screw, solid bronze, tapered seat, double disc construction and rated for 200 psi working pressure. B. Gate valves larger than 2-inches shall be resilient seated. The resilient seated type shall be non-rising stem in accordance with ANSI/AWWA C500, or current revision, and 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. i D. 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 shall have one "0"ring above and one "0"ring below 1 the stem thrust collar. The thrust collar shall be lubricated with oil to assure positive operation in opening and closing. E. Resilient seated gate 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. 1 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 five and one-quarter(5-1/4) inch 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 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. N:\46480-017\Engineering\Specs\Civil\02640.docx April 2016 02640-2 '1 iw Ivy Water Main Extension Project Valves,Hydrants and Appurtenances Albemarle County Service Authority aim C. Valve boxes shall be Bingham & Taylor (genuine Buffalo style) figure number 4906 with standard cover; Capital Foundry cast iron screw type Part No. 461S, 562S, 564S, 664S, standard cover with 1-1/2" lip; East Jordan Iron Works 8550 Series, two piece screw type ime with 6800 valve box drop lips;or approved equal. D. The witness post shall consist of a five (5) foot long 2-inch galvanized pipe, capped on ir• either end and painted blue. ti 2.04 WATER SERVICE PIPING A. Copper piping and associated fittings: Copper piping shall be 1" or 2" and shall conform to ASTM B88, Type K. Fittings for solder-type joint shall conform to ANSI B16.18 or ASME/ANSI B16.22; fittings for compression type joint shall conform to ASME/ANSI B16.26, flared tube type. Piping shall be installed a minimum depth of 36" from the main line to a meter setting below fmished grade. B. Polyethylene Tubing — Polyethylene tubing shall be in accordance with AWWA C901- 02, Standard for Polyethylene (PE) Pressure Pipe and Tubing, 1/2-inch (13 mm) to 3-inch (76 mm) for Water Service and shall also conform to the following: 1. Standard code designation for the PE material shall be PE 3408 or PE 3608 2. Nominal Size: 1.5" inside diameter based, or as indicated on the Contract Drawings 3. Pressure Class: PC 160 4. Dimension Ratio: IDR 11 5. Form: Coiled 6. Length: 200' min. for coiled 7. The manufacturer shall provide a certified affidavit attesting that the products delivered comply with AWWA C901-02 and this specification. 8. Marking on tubing shall include company name, nominal size and OD base, material code, dimension ratio, pressure class, AWWA standard and production date. 9. The manufacturer shall provide a certification indicating that this product shall be certified as suitable for contact with drinking water by an accredited certification organization in accordance with ANSI/NSF Standard 61, Drinking Water Systems Components—Health Effects. 10. PE tubing shall be DriscoPlex PE 3608 (PE 3408) as manufactured by Performance Pipe or JM Eagle. 11. Fittings for PE tubing shall be insertion or mechanical type. The fittings will include couplings, tees, ells, and adapters as required for the installation locations shown on the Contract Drawings. Stainless steel clamps will be used for all insert fittings. Insert couplings shall be C44-44-G for 1" PE tubing as manufactured by Ford Meter Box Co., or equal. Required ells and tees shall also be manufactured by Ford Meter Box Co., or equal. lim 2.05 FIRE HYDRANTS rr. N:\46480-017\Engineering\Specs\Civil\02640.docx April 2016 02640-3 rmrr, A 1 aand Ivy Water Main Extension Project Valves,HydrantsAppurtenances Albemarle County Service Authority 1 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. I 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 500 feet from any other hydrant measured along the centerline of the public right- of-way, private road, or other applicable access route. The maximum distance to a fire hydrant from any point on a deadend street or road frontage shall be 200 feet. Where new 1 water mains are extended along streets where hydrants are not needed for protection of structures or similar fire problems, fire hydrants shall be provided at a spacing not to exceed 1,000 feet. Generally, fire hydrants shall be placed no closer than 40 feet nor further away I than 400 feet from all major structures. C. Hydrants shall be of the frost-proof and non-flooding type which will not flood in case the 1 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 1 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 1 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. I D. 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 1 Service Authority standard thread (Charlottesville thread), 3-21/64" female, 3-9/32" male, eight threads per inch(Gauge 8-322). All threads shall be thoroughly lubricated with a food 1 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. E. Hydrants shall be M&H Model 129 (Color - Safety Red); Kennedy Guardian Model No. t 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 1 Alkyd Industrial Gloss Enamel) or approved equal. Hydrant paint for caps shall be Axon Products, Inc. Silver-White 1440 Alert or approved equal. Hydrant oil/grease shall be 1 USABlueBook Fire Hydrant Oil (USDA H-1 food grade); Citgo Petroleum Corporation Mystik FG-2 (food grade); USABlueBook Food Grade Anti-Seize (thread lubricant); or approved equal. 1 2.06 METER BOXES I i N:\46480-017\Engineering\Specs\Civi1\02640.docx April 2016 02640-4 1 • Ivy Water Main Extension Project Valves,Hydrants and Appurtenances Albemarle County Service Authority „. A. Meter boxes shall be installed in non-paved areas. The box and lid shall conform to the finished grade after installation. Meter boxes of appropriate size shall be installed around all meter yokes or coppersetters as indicated on the plans. Plastic meter boxes are preferred and Contractor must obtain Engineer's approval for installation of cast iron box. Cast iron Bingham & Taylor (genuine Buffalo style) #6015-B, plastic Brooks 2200 Series, or approved equal can be used. Meter box locations shall be in non-paved areas except as ap- his proved by the Authority for the single application. Meter boxes shall be located and installed so as to prevent water, dirt or debris from entering or covering them. If changes in grade at the meter box are made by the owner or customer after initial construction approval, the cost of box adjustment shall be borne by the party responsible for the grade change. Coppersetters shall be placed in the meter boxes a minimum of 10"-15” from the top of the box. B. All meter boxes shall have non-locking cast iron lids and will be used for water meters up to and including one (1) inch in size (See Part VII, Figure W-7). Lids shall be provided with a 1-3/4" hole tapped into the lid. Blind taps or plugs shall be provided to prevent debris from entering the box prior to use. The Contractor must ensure a clear 1-3/4" opening where the hole is cast into the lid to accommodate a Touch Read sensor. C. Contractor shall be responsible for installing meters furnished my ACSA. 2.07 COPPER METER YOKES and COPPERSETTERS A. All water meters shall be placed in a horizontal inlet and outlet copper meter yoke. The yoke shall have a multi-purpose connection on the customer side and the supply side. It shall also have a lock-winged ball valve on the supply side and a ball valve on the customer lio side. A McDonald 20-209 WWDD 33 or approved equal shall be used. B. Coppersetters shall be installed a minimum of 10"-15" from the top of the meter box for meters 1" or less. Coppersetters for 1"water meters shall be restrained vertically in the box with a piece of reinforcing steel passed through the horizontal eye. The yoke shall have HP threads on the customer side and the supply side. It shall also have a lock-winged ball valve on the supply side and a ball valve on the customer side. The setters shall be rated for 300 psi. Acceptable coppersetters are as follows: A.Y. McDonald 20-209 WWDD33, A.Y. McDonald 20-412-WWDD44, Ford VV 77-12B- 11-77 or Mueller model no. H-1423 (1-1/2" and 2"), Ford VBB77-12B-11-77 or Mueller model no. B-2423 (1-1/2" and 2"), A.Y. McDonald Series 20, high bypass (1-1/2" and 2") or approved equal shall be used. C. Contractor shall coordinate with the Owner prior to installation to confirm required meter lay lengths. 2.08 CORPORATION STOPS L. N:\46480-017\Engineering\Specs\Civil\02640.docx April 2016 02640-5 Ivy Water Main Extension Project Valves,Hydrants and Appurtenances I Albemarle County Service Authority A. At the location indicated on the plans and where directed, corporation stops of sufficient size I with quarter-bend couplings, if required, shall be furnished and installed approximately 450 below the top of the pipe in accordance with applicable standards and specifications. All I corporation stops shall have ball style valves and have a pressure rating of 300 psi. A Mueller B-25000, A.Y. McDonald Model 4701B, or Ford FB600-4 corporation stop or approved equal shall be used. I 2.09 BLOW-OFF ASSEMBLIES A. Dead-end blow-off assemblies (type A) shall be installed as shown and in accordance I with the following specifications: 1. Blow-off lines shall be two (2) inch diameter PVC or brass pipe. A PVC nipple I shall be provided at the end of the assembly with a PVC threaded cap. The threads between the nipple and the cap shall be lubricated before installation to allow I removal when needed. 2. Gate valves and boxes shall be of the type described in the applicable sections of I these specifications. 3. If the grade allows, a two (2) inch diameter drain pipe shall be properly installed I in the meter box. B. In-line blow-off assemblies (Type B) shall be located at major low points in the system as I determined by the ACSA. 2.10 SERVICE SADDLES I , , A. Service saddles shall be installed on for all service connections to 6-inch or 4-inch ductile iron pipe. The service saddle shall be equipped with 1/2" or 5/8" fluorocarbon coated iI heavy hex nuts and washers made from 18-8 type 304 stainless steel. The straps or band shall be stainless steel. Service saddles shall be Romac style 202S painted saddle with i stainless steel straps, Ford style FS202 with wide stainless steel band and 4 bolts, or I , Iapproved equal. 1 i 2.11 MARKING TAPE I 1 ! A. A two (2) inch wide minimum size blue colored non-metallic water marking tape shall be 1 II ! ; buried at a distance of approximately one (1) foot below ground and directly over all I water mains to alert water construction and maintenance crews that a water pipe is below. i i The marking tape shall be continuous. Marking tape disturbed during the course of 1 construction on existing waterlines shall be restored to its original condition and to the I i satisfaction of the project inspector. The marking tape shall be as manufactured by Allen , I Systems and be minimum 2" wide with"WATER" stamped in blue on the tape. i 1 i ; 2.12 CONDUCTIVE WIRE i i 1 i I 1 i N:\46480-017\Engineering\Specs\Civi1\02640.docx April 2016 i02640-6 ' I i rr Ivy Water Main Extension Project Valves,Hydrants and Appurtenances Albemarle County Service Authority A. 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 14-gauge insulated copper or larger. PART 3—EXECUTION aim 3.01 EXISTING PIPING A. Where new piping is to be connected to existing piping, the Contractor shall: drain or aim 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. B. Pipes to be connected shall be disinfected by spraying the inside of the new and existing lea 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. On completion of disinfection the piping shall ire be flushed thoroughly with potable water, and samples shall be taken and tested by a recognized testing laboratory. The water shall be proven safe for human consumption before acceptance of disinfection. Should the samples show the water is unsafe, the piping shall be disinfected until satisfactory tests are obtained. 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. D. If at any time, the water in the existing system becomes contaminated, the Contractor, at their own expense, shall take corrective action to remediate the contamination and in ari addition, shall be held responsible for the cost of defending and settlement of all claims resulting from their negligence 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. iv 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 N:\46480-017\Engineering\Specs\Civil\02640.docx April 2016 02640-7 tor Hydrants and dAppurtenances Water Main Extension Project Valves,H y Albemarle County Service Authority other surface at the completion of the contract. Boxes shall be adequately supported during backfilling to maintain vertical alignment. 3.03 FIRE HYDRANTS F. Hydrants shall be set plumb with the invert of the pumper connection no less than eighteen (18) inches and no more than twenty-two (22) 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 ACSA the hydrant cannot be securely 1 blocked, a steel pile shall be used. Not less than seven(7) cubic feet of No. 68 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. Stuffmg 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 ACSA General Construction Specifications, 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 ACSA. Each new fire hydrant shall be freshly painted. 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 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. 3.04 POLYETHYLENE TUBING FOR WATER SERVICES A. PE tubing and fittings shall be stored in accordance with the manufacturer's specifications and in a way that prevents damage as a result of excessive heat, chemicals, or sunlight exposure for prolonged periods. B. PE tubing shall be installed at minimum depth of 36" and trench bottoms to provide continuous support. The trench bottom shall be uniform and free of rocks, stones and debris. Tubing shall be installed in accordance with ASTM D2774. 1 C. Bends in PE tubing shall not be permitted closer than 10 tubing diameters from any fitting or valve. The tubing shall be installed at a minimum radius of curvature of 30 tubing diameters. Tubing that becomes kinked during uncoiling or installation shall be removed and not used. 1 N:\46480-017\Engineering\Specs\Civil\02640.docx April 2016 .1 02640-8 1 lir Ivy Water Main Extension Project Valves,Hydrants and Appurtenances Albemarle County Service Authority C. PE tubing shall be joined by insert or mechanical fittings unless otherwise specified or required by the tubing manufacturer. Heat fusion connections will not be allowed. Tube ends should be prepared for fittings by cutting the tubing square, using a cutter designed for cutting PE tubing. Stainless steel clamps will be used for all insert fittings. D. Internal pipe stiffeners shall be used at all fitting connections. The stiffeners shall be the solid tubular metal type. E. Testing and disinfection of the PE tubing and fittings shall follow the requirements in paragraphs 1.02 through 1.04 in Specification Section 02630. r. 3.05 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. a"" 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. 3.06 TESTING 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. END OF SECTION its it w is �r. N:46480-017\Engineering\Specs\Civil\02640.docx April 2016 02640-9 MIN\ ; .„ Ivy Water Main Extension Project Albemarle County Service Authority Fine Grading and Seeding SECTION 02930 FINE GRADING AND SEEDING PART 1 - GENERAL 1.01 SCOPE OF WORK ti. 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, a and where directed by the Engineer. Provide seeding on all other disturbed and filled areas. 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 ire 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 ail N:\46480-017\Engineering\Specs\Civil\02930.docx April 2016 02930-1 ostrammaissasiorismissimir i Ivy Water Main Extension Project Albemarle County Service Authority Fine Grading and Seeding A. Topsoil shall consist of fertile, agricultural soil capable of sustaining vigorous plant I 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. I 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. I Sand, silt, and clay are as defined in AASHTO M146. Min. Percent Max. Present 1 Sand - 30% 50% Silt - 30% 50% Clay- 5% 20% Humus - 3% 5% 1 C. Topsoil shall be used where indicated. t D. Materials available on site which meet the specified requirements may be utilized with s the permission of the Engineer. s 2.02 TURF SEED I i i A. Grass seed shall be Mix No. 1 in accordance with Table 1.66a of the Virginia Erosion and f 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. I 2.03 FERTILIZER i 1 A. Fertilizer shall be uniform in composition, free flowing and delivered to the site fully labeled according to applicable state fertilizer laws and shall bear the name trade name or trademark and warranty of the producer. 1 B. The Contractor may submit soil samples to an approved soils testing laboratory for fertilizing recommendations. Recommendations shall be submitted to and approved by i the Engineer before implementation. i C. Otherwise, fertilize at the following rates: I i 1 1. Temporary Turf Seeding: I 1 I 1 N:\46480-017\Engineering\Specs\Civil\02930.docx April 2016 1 02930-2 I 1 lirr Ivy Water Main Extension Project Albemarle County Service Authority Fine Grading and Seeding i. 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. 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 is 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 it A. Mulch for protection of permanent seeding shall conform to the following requirements: i. 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. 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 iis 3.01 PERMANENT SEEDING INN 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. rr. N:\46480-017\Engineering\Specs\Civil\02930.docx April 2016 02930-3 it _ i Ivy Water Main Extension 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. D. Immediately prior to seeding apply additional fertilizer at the rates specified in I "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. periodshightemperatures Moisten seedbed during of tem eratures and when directed by the Engineer. 1 G. Apply seed mixture uniformly with mechanical power driven seeders, mechanical I 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 1 all other areas, if hydroseeder or cyclone seeder is used. I. Apply mulch, immediately after seeding, at the rates specified in "PRODUCTS". 1 J. Anchor mulch as specified. 1 1 3.02 TEMPORARY SEEDING 1 A. Loosen top two inches of seedbed. i B. Apply lime and fertilizer at the rates specified in "PRODUCTS". I l i C. Moisten seedbed during period of high temperature and when directed by the Engineer. I D. Apply seed mixture uniformly with mechanical power drawn seeders, mechanical cyclone hand seeders or hydroseeding equipment. (Slurry for hydroseeder may contain 1 4 seed and fertilizer only). 1 1 E. Cultipack or roll seed one inch into soil in floodplain areas. Rake, or drag seedbed in all l other areas, if hydroseeder or cyclone seeder is used. i F. Apply mulch, immediately after seeding, at the rates specified in"PRODUCTS". I G. Anchor mulch as specified. I N:\46480-017\Engineering\Specs\Civil\02930.docx April2016 02930-4 at Ivy Water Main Extension Project Albemarle County Service Authority Fine Grading and Seeding Orr 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. Yr 3.04 TIME RESTRICTIONS A. When permanent seeding is specified or directed, and seeding is not allowed because of irr 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: ins 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 61` minimum depth of six inches prior to initiation of permanent seeding application. 3.05 MAINTENANCE OF SEEDED AREAS 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 fmal acceptance, as determined by the Engineer, reestablish following original seeding requirements. END OF SECTION N:\46480-017\Engineering\Specs\Civi1\02930.docx April 2016 02930-5 it 1111. I [THIS PAGE INTENTIONALLY LEFT BLANK] 1 ii. r uI Appendix A Ivy Water Main Extension —Geotechnical Data (For Informational Purposes Only) INN l 1 1 1 1 1 1 1 3 1 1 1 1 1 SINCE FROEHLING & ROBERTSON , INC. it Engineering Stability Since 1881 6181 Rockfish Gap Turnpike\-8,R Crozet,Virginia 22932-3330 T 434.823.5154 I F 434.823.4764 1881 111 F&R Record Number 71T0282G February 23, 2016 Mr. Charles Luck, P.E. Cluck@wrallp.com Whitman, Requardt&Associates, LLP 9030 Stony Point Parkway,Suite 220 Richmond,Virginia 23235 Re: Ivy Water Main Extension Albemarle County,Virginia Dear Mr. Luck: ion F&R has completed the requested limited subsurface exploration for the referenced project site in accordance with F&R Proposal No. 1671-0293G dated December 16, 2015. F&R's understanding of the project was developed from our email and telephone correspondence with you, including our review of the electronically provided site layouts indicating the proposed boring locations. N Project Information It is understood that WR&A is designing the installation of a new water main located to the north of Ivy Road in Charlottesville which will be replacing existing groundwater wells in the area. The proposed line will extend from the intersection of Owensville Road and Neves Lane, across the railroad tracks to the south side of Scott's Ivy Exxon, and extending across Little Ivy Creek towards the private driveway. Exploration Procedures The exploration program was performed on the dates of February 10 and 11, 2016, and consisted of three soil test borings designated SPT-1 through SPT-3, and six auger probe borings designated RP-1 through RP- 6. 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 a hollow stemmed auger until achieving the planned termination depth of 20 feet. The locations of the borings are shown on the attached Boring Location Plan. The planned boring locations were determined by Whitman, Requardt & Assoc., and staked in the field by F&R by measuring from existing site features such as tree lines, curb, sidewalk, 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 VIRGINIA• NORTH CAROLINA• SOUTH CAROLINA• MARYLAND • DISTRICT OF COLUMBIA i` A Minority-Owned Business immarar r r8tiR I 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 I 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 I explanation of standard test boring methods is attached. Representative 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 I 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 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 1 i other locations or at other times. I Below the existing ground surface, the borings generally encountered surficial materials (i.e. asphalt or II topsoil), fill materials, alluvium, residual soils, and soft weathered rock. Each auger probe boring, RP-1 through RP-6, was drilled to the planned depth of 7 feet and auger refusal materials were not encountered. Soil test borings SPT-1 through SPT-3 were drilled to the planned termination depths of 20 feet; auger refusal materials were not encountered. Data from the specific soil test borings is shown on the attached Boring Logs. I 1 I 1 I j I fl I i i j Ivy Water Main Extension—Albemarle County, VA Whitman Requart&Associates, LLP 2 February 23,2016 71T0282 1 fl�r f-8„R 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, please contact us. rr Respectfully yours, FROEHLING &ROBERTSON, INC. • Brendan L Quirk, P.E. Clyde A.Simmons,P.E. Geotechnical Engineer Branch Manager Attachments: Standard Test Boring Methods Key to Boring Log Soil Classification Unified Soil Classification System Site Location Plan Boring Location Plan les Boring Logs Laboratory Test Results tiler it iYr Whitman Requart&Associates, LLP Ivy Water Main Extension—Albemarle County, VA it 71T0282 3 February 23,2016 SINCE I F8(IZ I 8X1 STANDARD TEST BORING METHODS The test borings were performed in accordance with generally accepted practice using a CME-55 1 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 I (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 I and has been correlated with certain engineering properties of soils. practical to drive a split-spoon sampler In some soils it is not always p p the full three consecutive 6- 1 inch increments. Whenever more than fifty blows are required to drive the sampler over a 6-inch I 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 gthe earth materials being tested are very dense or very hard. When split-spoon refusal occurs, 4often little or no sample is recovered. The SPT N-value for split-spoon refusal conditions is i 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 n 1 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. 111 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 r 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 1 Unified Soil Classification System. The soil descriptions and classifications discussed in this 1 report and shown on the attached boring logs are based on visual observation and should be considered approximate. 4 Split-spoon soil samples recovered on this project will be stored at F&R's office for a period of 1 1 sixty days. After sixty days, the samples will be discarded unless prior notification is provided to us in writing. I i 1 f-8,R Iry KEY TO BORING LOG SOIL CLASSIFICATION Particle Size and Proportion it 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 Term 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% tie Sand-Coarse #10 - #4 (e.g. sandy, clayey) -Medium #40 - #10 -Fine #200 -#40 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. ire Density or Consistency a""` 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 ime 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. Yrr r I r&R UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) r Group Typical Names Laboratory Classification Criteria Major Divisions Symbols Well-graded gravels, gravel-sand Co=D6o/Dio greater than 4; •� w GWmixtures,little or no fines Cc---(D3o)2/(Diox D6o)between 1 and 3 o o to T Ti 73 I w •r) U GP Poorly graded gravels, gravel- c.o - Not meeting all gradation requirements for GW N . o > sand mixtures,little or no fines c d edti o CD . 01 ' p,.c 5 C Cr o ° Silty gravels, gravel-sand-silt Q COD a U ' Atterberg limits below"A" o 2. a w a GM mixtures o " `" o line or PI less than 4 Above "A" line with PI .� .5 w o o between 4 and 7 are border- ° 3 '� ,Z° 3 0 o N ' cn c line cases requiring use of a U :=1 •a --c" Q o Gc Clayey gravels, gravel-sand-clay a .2 C7 (• 41 Atterberg limits below"A" dual symbols 5 C mixtures n`o c line or PI greater than 7.^ w N Well-graded sands, gravelly u a C�D6o/Dto greater than 6; L •-' °' SW C (Dso)Z(Diox D60)between 1 and 3 8 ' .4 b ° sands,little or no fines �. .. U o°. � � � ', .. O y-, a c0 O b G d > U o Poorly graded sands, gravelly Not meeting all gradation requirements for SW o 6- •7 z SP sands,little or no fines - o o o v o 0 N L at N f00 O Z 0y N o 7) 4, i o o Atterberg limits above"A" SM Silty sands,sand-silt mixtures 6' w-, = ° P-" line or PI less than 4 Above "A" line with PI 1 , 1' • w ,o o - border- 1 . line cases requiring use of o bac Atterberg limits above"A" dual symbols V¢ SC Clayey sands,sand-clay mixtures �ed d " ro o 0 0 line or PI greater than 7 F-1 a U Vl Inorganic silts and very fine j c sands, rock flour, silty or clayey Plasticity Chart Ln ML fine sands, or clayey silts with A slight plasticity ,>�, 73 - Inorganic clays of low to medium 50 ! _� c i gravellyclays, sandy1— o CL plasticity, Y 1 o __ clays,silty clays,lean clays 1 CH , i ° Organic silts and organic silty a 1- — ti y V OL clays of low plasticity o Inorganic silts, micaceous or 30 1— <P` j a y adiatomaceous fine sandyor silty .N MH jm MH&OH 1 ° ' N soils,elastic silts a co—4 Y 20_ -- Ali _ _�_ a Inorganic clays of high plasticity, G.T. E ro CH CL z fat clays 10 ii, ^ 1 ML& t b Or anic cla s of medium to high Cu-ML ML c OH g y Si., o plasticity 0 I -__I4--r -L- 0 - — + � o Y 0 10 20 30 40 50 60 70 60 90 100 Liquid Limit,LL gz 4.1 o Peat and other highly organic .ro Pt soils �n j o I N Itderiwelher Springs Vineyard • 11, o • ..... `} 4,Y RU Durter's 1 A, Irl _ c �F ,...„ Little Ivy Creek ; F s ter` a A. LQ — Greencroft Club • V oto, Cyt .., ,_. .: „, . ., _ ii, r - S ri L k .. 1 ,i, 1 ha gtoomfield Pd ,-;, . .t'A (6j) . y� �0r isrl v. FROEHLING Sc ROBERTSON, INC. Site Location Plan MIN Engineering Stability Since 1881 Client: Whitman, Requardt&Associates, LLP f#.84R 6181 Rockfish Gap Turnpike Project: Ivy Water Main Extension Crozet,Virginia 22932-3330 F&R Project No. 71T0282 T 434.823.5154 I F 434.823.4764 — Date: Feb., 2016 Scale: No Scale Drawing No.: 1 .41 " ,gyp , : a '$ " ,� n' 4 �,x. — +�'ii' 'r ., 4+. 0 '� ' ,� t.' 4,�ip '., t � ��' t .,. i 's' _ C7 • + t 4 y ,1 <i ti 'f p ,. i • !,.-4-0.t.r te'"r4 f },h � .+ ,: a A. T x w 2 a eti wk � t , r igfi t , , .` , / 0 a 4 4.r / eft dial ati 1"4 w. ;,..,-.4' , i e ,. . ...,, . ..,,,,,, vitt . ..,. , . , , ,.. ....... . - , ‘ r .,,.,.. ..,.. iN , i .": ,. 11 ' It. "4)1°11 " F . ii 44... ' '',,,t'' . ' i'or. ,.. .:1*.""'O'' tr, ,,.' ill , li _ - # 4- -at ,.. ..0.- 4- - . o r- ,*--3 - -.ttir-4. '' *''' -:C' ti'l ' ' ''"P Iii4 jo hl1/4,,,t stoic 7,- . A 1. , ' 4 .4, 1*i c, f,r Att i' / 7 '# WO A, p, . , : ..... . 0.. a ,a .x o -. , -C�.' „ ,, r �, 'V r,' "f,. ,., - 4-. -. * - - ,0144:1„ Nt 'fig � -, .�^ , : . .-.., , Vt-il.)1'4 ' � *, ' .. $,! r * ., x ma' r , k.: s - _ . } At /ii, . .,.i . '4 4 4.' -,,,-.,...%1 NIf .<, ..,', ,„ „ .* * ., ea *Twee „ ,, ;,'''---- --1,0',,Nyt4, -,ir , I__ . -,,.. ,.. .,. n.+}� #^ 1%.t, #`thy` 'y z At," ° � Z Ih Boring Location Plan io FROEHEngineeringLING & ROBERTt1881, VASON22932 INC Client: Whitman, Requardt &Associates, LLP N cr Project: Ivy Water Main Extension r8(RF&R Project No.: 71T0282o 6181 Rockfish Gap TurnpikeStability, C Date: February, 2016 Scale: none T 434,823,5154 F 434S,iroze823nce,4764 SINCE r&R Froehling & Robertson , Inc . BORING LOG Boring: SPT-1 (1 of 1) 1881 Project No:71T0282 Elevation:542± Drilling Method: HSA Client:Whitman, Requardt&Associates, LLP Total Depth:20.0' Hammer Type:Automatic Project: Ivy Water Main Extension Project Boring Location:See Boring Loaction Plans Date Drilled:2/10/16 City/State:Albemarle County,VA Driller:C.Sequist Description of Materials *Sample Sample N-Value Elevation Depth (Classification) Blows (feeth (blows/ft) Remarks 541.7 - 0.3 ` \Surficial Stone [ 3-3-4 0.0 • Reddish Brown,Very Moist, Medium Stiff, Elastic -5 7 540.0 2.0 • SILT(MH), Little Sand,Trace Gravel 2.0 FILL � 5-5-6 7 11 Subsurface water was not Reddish Brown,Very Moist,Stiff to Medium Stiff, 4.0 encountered during Sandy Elastic SILT(MH) 7-7-8 drilling or upon removal of RESIDUUM -8 15 augers 2-3-5 6.0 -6 8 534.0 8.0 Brown and Tan, Moist, Medium Dense,Silty 4-7-5 8.0 SAND(SM) -15 12 RESIDUUM 10.0 �— —.•• 5-8-12 • -16 20 530.0 - 12.0 Brown and Tan, Moist,Very Dense,Silty SAND 1448-35 12.0 (SM) -50/3 53 RESIDUUM 14:8 21-28-22 -16 50 526.0 - 16.0 8-38-50/3 16.0 Soft Weathered Rock when sampled becomes a Brown and Tan, Moist,Very Dense,Silty SAND 17.3 100+ (SM) 18.0 .� SOFT WEATHERED ROCK 33-50/2 18.7 X11 100+ 522.0 20.0 lI Boring Terminated at 20 Feet elm ] � N O N 0 O ® 7 O *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 incies in three 6" increments. The sum of the second and third increments of penetration is termed the standard penetration resistance,N-Value. SINCE fFroehIin & RobertsonInc . BORINGLOGI Boring: SPT-2 (1 of 1) 1881 IIII Project No:71T0282 Elevation:534± Drilling Method: HSA Client:Whitman, Requardt&Associates, LLP Total Depth: 20.0' Hammer Type:Automatic Project: Ivy Water Main Extension Project Boring Location:See Boring Loaction Plans Date Drilled: 2/10/16 City/State:Albemarle County,VA Driller:C.Sequist I Description of Materials *Sample Sample N-Value Elevation Depth Depth (blows/ft) Remarks (Classification) Blows (feet) 533.7 - 0.3 %i \Surficial Organic Soil ` 2-3-3 0. LA Reddish Brown,Very Moist, Medium Stiff,Sandy 6 1 532.0 - 2.0 �` Elastic SILT(MH) 4 5 5 2.0 \Elastic / -7 10 Subsurface water was not Reddish Brown,Very Moist,Stiff, Elastic SILT 530.0 - 4.0 4.0 encountered during \(MH) r 8-9-10 RESIDUUM -12 19 drilling or upon removal of ' augers Brown and Tan, Moist, Medium Dense,Silty 2-68 6.0 - SAND(SM) -121 RESIDUUM 14 526.0 - 8.040 50/2 8.0 I'1 1 Soft Wba 8.7 100+ I ( Brown and Taneathered, MoistRockwhen,Very Densesampled,Siltyecomes SAND I, (SM) Soft Weathered Rock 50/6 10.0 100+ k 38-50/3 12.0 12.8 100+ 1 520.0 - 14.0 688 14.0 4 Brown, Moist, Medium Dense,Clayey SAND(SC) RESIDUUM -9 161 518.0 - 16.0 ..• 122117 16.0 Brown and Tan, Moist, Dense, Silty SAND(SM) RESIDUUM -14 38 • 9-15-18 18.0 ... -16 33 514.0 20.0 20.0 Boring Terminated at 20 Feet me we No 3 3',E, -, 0 3N W N O H ,- 0 91 —. l7 K O *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 incies in three 6"increments. The sum of the second and third increments of penetration is termed the standard penetration resistance,N-Value. SINCE r8cR Froehling & Robertson , Inc . BORING LOG Boring: SPT-3 (1 of 1) 1881 Project No:71T0282 Elevation:518± Drilling Method: HSA Client:Whitman, Requardt&Associates, LLP Total Depth: 20.0' Hammer Type:Automatic Project: Ivy Water Main Extension Project Boring Location:See Boring Loaction Plans Date Drilled:2/10/16 City/State:Albemarle County,VA Driller:C.Sequist Description of Materials *Sample Sample N-Value Elevation Depth Depth (blows/ft) Remarks (Classification) Blows (feet 517.7 - 0.3 _••' \Surficial Organic Soil 1- 3-7-4 0.0 • Dark Brown,Very Moist,Stiff,Sandy SILT(ML) 6 11 -�� FILL 5-5-6 2.0 • •• • 5 11 Subsurface water was • .r 514.0 4.0 _ Dark Brown,Very Moist, Loose to Very Loose, 3-3-2 4.0 encountered at a depth of - Silty SAND(SM) -2 5 12ft ALLUVIUM 6.0 - 1-1-2 1 3 510.0 - 8.0 1-2-4 8.0 - Brown,Very Moist,Very Stiff, Medium Stiff, Sandy SILT(ML), Little Mica -6 6 508.0 - 10.0 RESIDUUM �— 10.0 _. Gray,Wet, Loose, Micacaeous Silty SAND(SM) 1-4-5-9 4 5 RESIDUUM 9 9 506.0 312.0 Brown and Tan, Moist,Very Dense,Silty SAND 12-18-50/6 12.0 (SM) 13.5 100+ 504.0 - 14.0 - \ RESIDUUM 14.0 Brown and Tan, Moist, Medium Dense to Dense, 11-6-5-4 1 6 5 Silty SAND(SM) 4 11 RESIDUUM 4-7-10 16.0 -13 17 3-10-38 18.0 -21 48 498.0 20.0 • 20.0 Boring Terminated at 20 Feet r 22 ✓ � N C7 - z O *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. 1 MIN N d 0a) I D N 4) m U) U j 1E C o E 0 - Q o aa, I.0 p X a) W E E = O cj m 0 E 1(7i .Xog L C ca .r 2 I0)O co •E ) >, � ._ N > 1 N- LU 51 a) 4) (a 0 0 N- N CO o C a) aa. Z � I as H Z C N ++ X (a O i' U U 4) a. O a)V o .3 Z O _ • GS a 0 = .a cu cav_ J OL ct - a Z N LL d oI E V Z C) J JI U) J CO U) 2 I D +C ` � Co N N x- 00 N 'o U co co (N N N CO CO CO I N COy N CO CO V CO op o � � F- a) a) N 4 CO N 4 Cfl N 4 CO ti 0 Q '--.0 I LE E N co N M 71- N CO 71- 0 (6 C E U) Z Z0) Q) r �- — N N N CO CO C,.) I c I- H f- H I- FH - .o o E 0_ 0_ 0_ a. a. aa_ ao 0m Z U) U) CO U) U) U) U) U) U) a. i Pr. Yr r ire Appendix B 1r. VDOT Land Use Permit rw r. itrr irr rr it. r•. Appendix C VSMP Permit and SWPPP rr ir. it rr. W. r. it Yr i�. air Appendix D lir Nationwide 12 Permit Conditions i ire ire err ire fr. 11111 1111 I. Appendix E CSX Permit Conditions ism ire lir CSX How tomorrow move•% •• •I," APPLICATION FOR FACILITY/UTILITY INSTALLATIONS Legal Address: CSX Transportation, Inc. Mailing Address. CSX Transportation, Inc. ATTN: Corridor Occupancy Services ATTN: Corridor Occupancy Services 500 Water Street, J180 6737 Southpoint Drive South,J-180 -- Jacksonville, FL 32202 Jacksonville, FL 32216 *Please Note:Any missing information will cause a delay in procesing your request* SUBMITTAL MUST INCLUDE THE FOLLOWING: D Completed Application ❑ Drawing(s) O Review Fee(s) I,the undersigned,hereby acknowledge that the information provided is accurate to the best of my knowledge. I acknowledge that no construction or entry upon CSXT's corridor is pe itted until CSXT has provided authorization. Customer Signature s✓ 17: yr,--../- Application Date: CSS(T File/Agreement Number: ,M SECTIONI: FACILITY OWNER INFORMATION TO BE COMPLETED BY APPLICANT ALL FIELDS MARKED WITH AN ASTERICK(*)ARE REQUIRED FIELDS AND MUST BE COMPLETED Owner/Legal Company Identification(Required) *Owner's Complete Legal Company Name: Albemarle County Service Authority Legal Address(1): 168 Spotnap Road �- Legal Address(2): City: Charlottesville I State:I Virginia I Zip:1 22911 *Business Type: ❑ Corporation ❑ Limited Liability Company U Limited Partnership -- Vii Municipality ❑ Limited Liability Partnership LI General Partnership *State of Incorporation: I Other Business Type-Describe:I Billing Address — Check box if same as above);if not,please complete below. Billing Address(1): di Billing Address(2): City: I State:I I Zip:l Project Contact Information MIS *Contact Name: Jeremy Lynn Contact Title: Project Manager L Office Phone: 434-977-4511 Mobile Phone: Inn serviceauthorit or *24/7 Emergency 434-977-4511 *Email: 1 Y � Y 9 Phone: SECTION 2: PROJECT CONTACT INFORMATION TO BE COMPLETED BY APPLICANT L Check here if address is the same as The legal S�ddress above Check here if you do not wish for all c:orrespoodenceiAgreefnent to be sent to this address. Project Engineer/Consultant/Agent Information Engineer/Consultant/ Agent Company Name: Whitman, Requardt&Associates Contact Name: Chuck Luck Mailing Address: 9030 Stony Point Parkway LCity: Richmond State:, Virginia Zip: 23235 Office Phone: 804-272-8700 Mobile Phone: *Email: cluck@wrallp.com SECTION 3: PROJECT INFORMATION/LOCATION TO BE COMPLETED BY APPLICANT I Project Reference Provide Utility Owner Project Reference Number: Does Applicant have a General/Master Agreement with CSX? ❑ Yes General/Master Agreement number and date: 9/No 10 Check box to indicate type of installation request: "m 19/ New Installation Request ❑ Upgrade to Existing Utility within the CSX Corridor ❑ Replacement of Existing Utility within the CSX Corridor Existing Agreement Number: .,. ❑ Relocation of Existing Utility within the CSX Corridor ❑ Attaching to or Installing within an Existing Utility within the CSX Corridor Is this project related to another transaction/project with CSX: w` ❑ Yes If yes, please choose one of the following: tV/No Li Industrial Development ❑ Public Projects ❑Other-Describe: CSX Contact's name for related project: "` Will proposed installation connect to an existing utility owned by another entity within railroad corridor? U Yes For attachments, replacements, relocations, or upgrades, please provide the name of i/No connecting utility owner owned by entity other than applicant: um Check all boxes that apply to indicate type of installation request: ❑ Aerial Pole Owner Information: r V Jack&Bore(Availability of bore machine must be confirmed for pipelines 4 inch or less) ❑ Horizontal Direction Drill(Please complete the Bore Plan Template) ❑ Other Describe Project Description Description of work within CSX Corridor ONLY(purpose, scope of work,materials,equipment,geographic features,special conditions). .11 Approximately 96 feet of 6-inch ductile iron water main to be installed within a 18-inch steel casing pipe within a CSX right-of-way located to the southeast of Neves Lane in Charlottesville, VA. ..r Method of installation will be jack and bore; two (2) 10-ft x 20-ft bore pits will be located just outside the CSX right-of-way for the installation. Geotechnical borings were performed at the approximate proposed bore pit locations. Both test types were wi. Standard Penetration Tests, correspondingly labeled SPT-1 and SPT-2 on the Boring Logs. At the shallowest point, rock was found at a depth of 8' below grade. No subsurface water was encountered during the drilling. Purpose of installation is to provide residents with potable water. Current residents receive water from wells which may be contaminated from a nearby underground oil tank that leaked. Project Location Will utility installation be located entirely within public road right-of-way: ❑ Yes Provide AAR/DOT Crossing Inventory Number of Road(posted at crossing): .., 6/No Provide Lat./Long.coordinates of actual track crossing location: I Latitude: 38.0568168 Longitude: -78.5958542 *City: Charlottesville *County: Albemarle *State: Virginia I I ; j`,it I i //-",N c.5 -< E .,---k / --r-i rrl C3 s , y , N �� c \ Off ' O —C1 N 63n y7, % O I Ngo �, - M - ,, i -- ' \...4"i � -'� N 0 T,, m cn TL_ - FI ER OPS'o \� I _ i 1 cZ-) 98'881. d30 1S0d 31111 o y o D ,� 2IL89$ZZ# ONISS00 0 0 j Z .CId AAI 01 ONISS00 % Z )111I1l W0213 I i •3'1. 05Z 'X02lddd ,--, ii 1 I -0 -� o • / , c7 m w n 7[ \ O rpp4CCTTA Pl�'E: o 1 0 DO m - o 21 DI• _, ern -� n i_ -�, -1, L 4 HDPE r- Z 7z, 7p co D NM z m , / I rn rn 2> G7 _ = .. ��lw -}_1 -, Z O fTl c r_ moi. , - a 1 n — -- U SX nq, m x 4r _ X l_ Z If 1 (n V) ' 15+00 --- c s N o �, ��n -�. <:53,-,' J� ������ �` �1 N <,s m �� , 0 Z m m 1'' z O 'x >\''�4 pp ro `° o 13 stN.J . . 1 N ----7.--1" , O W N c7Z O O D o o r r K D -I c c7 -1 z) -i D m -1 c7 D z c7 i=i ---I xi xi xi O O G -{ O m= EIrz (n � Hli- zr! D = _ bm Om n � OZ nNu) c 7 D O D n - r.71_, 77 o z r I m m .. w 0 N � � cmnN o � Dp Oz � o � mD o I� O0 z 10 11) O c = o = � z � p m = mo 0 3 zcn NDN No vz cn mn � II� \ O xm = o � nDm r.) cocri Om -0 P3 70n 7m co � n m � _ zn mn � \ N N (� m0 mZ W —� m m 71 .-1 m U' crIp m = c � -71� O O � O m oW � — mm o m gy - -< mm m = O czn � m � po - CI m p - p 0 m T7 Z m n m r < a mD cn a mn � o j mo xi Oma = mp M D ° (� o � O p = rn Z mK m � m � CL mt. � � m m mN pp oro I- rr O I z m m om - conn o U = z C) c/) D -{ c7 m o -1 N D c n c7 —IP x) = Z m r xi F- O m O p m N n0 r m z o cnn d NCO • n cn cn m ' 73z ccn mz -1cn -1 c5 =N mo c) c--) z D i� o cn CTt CJ1 C71 CJ1 C71 CTI C71 U1 Cn U1 01 U1 Ul 01 CTI C71 Cn CTI N N N N N CA CA (sI GA CA -P. -P• --. - - C 1 U1 CTI O N 4 rn CO O N -P OD 00 O N -P- OD CO O N z I I I I I I I I I I • I I i I I I I I K_ j Z i' > r N in --i K M m X)) X o O ytr- D m NK n D m n o o Z -7 K m O 77X - ) D O H // C: --1 73 _O D - O Cn m m o n Z Z O to -< z m m m OOX z z 0 D K m w co cmn v D rm C 0 O I i i o m m STA. 13+25 I EXIST. F.O. STA. 13+19 � » „ ELEV. UNK. w' 6 X6 TEE o STA. 13+32 M w r m Z Z7 rn m A Z 6"-45' BEND l DEPTH OF > zip 4 4 o Ti m u) o m D D + _STA. 13+52 PIT 10.2' N N Z o OZ -,r p 6"X6” TEE \� 71 0 XJ �o K D (/// zm 6 , , D K D Z 4 RR R/W al Orn �",, 6.98' COVER cPn - ccn K _1 z -I- - Q --I X) O o D oo [ fl P1rn n — / -im rn CA z - m z � -inz �O � � yxCO CD Z _ C7 Cn nrn rn O _o - ; r-no I- o -1=i � -0 m rRE� cn TZoo Z z 0 rn D � O �' — ter- 1 r- Cf) 1 D ri z �� 6.65' COVER X z D < -I O rn N) 1� - -I z En = p rz o / / �cr/ _ _ - - rn _{ n O 7 CD s m-13 m m 4.58' COVER o RR R/W /' ° � D r oa 51. Z 0 13XI z m STA. 14+82 p z -1 D 6"-90' BEND o ( , $ 77 = D nNi Q� O O 7 r � u, 3 p < o m m O Cil-' ! ii Q •s cn j51 Fi- !DTHOF Cn PIT .8' oz J Fri m ,m, m \ .70 U I . CO AFri v rrl 011 ; + - ; O N m _.. ------- z z z z u p o v I I I I I I I I I I I I I D D O ). O CD * * c� c > ® CTI CA O CJI O CTI CO C_11 O cri CO CO CO CII z z z c) c-, c) o mi oz co o z [, z D > O z n C� N O m c 00 C ri <� DmzGO LC) QOZ � = CZz � En (n m — I— v_ o o oo m C) I � En :`:?# I � i? v z c Z � � Z o rn XJ ND a ' >' � G7mfMOCOnz —I u. rn o im W n C7 \ -I .75 =15 rnrn � � ui o = K Z rn (� D \ pW mmmm � zo 1— CI r cn z O C7 Itdj D • _o 1� Om o x � � o = � 73 o --� z _ < o rr1 m O Z C7 G7 >:0.3 :>, c7 z �7 = _ KOm 7 = c o n W Ili. //� C) -9 J :1 D0 � OKc�Pi D T. n m z m y I z -� 144%,_ / D 'I E _ < n D O D G; • m co fTl �> - D :>s:- ZD mDz ➢ cf.) N ! w rG \Ti � F m i(7N � Z � zc� zc) m * C) ll ZO � D D omc� —I D fT1 m > p D � � D O — r CO I--