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HomeMy WebLinkAboutSDP201800061 Study Minor Amendment 2018-11-12 I J , Dewberry® Contract Documents & Technical Specifications If 1. Operations Center Expansion Parking Lot Expansion 100% Submission Albemarle County Service Authority ACSA Project No.:2018-07 Project No.: 50075660 November 12, 2018 SUBMITTED.BY. ° Dewberry 4805 Lake Brook Drive,Suite 200 , Glen Allen,Virginia 23060 804-290-7957 SUBMITTED To:° Albemarle County Service Authority ° 168 Spotnap Road Charlottesville;Virginia 22911 434.977.4511 Contract Documents and Technical Specifications for Operations Center Expansion Parking Lot Expansion 100% Submission Prepared For: Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 Prepared By: Dewberry Engineers Inc. 4805 Lake Brook Drive, Suite 200 Glen Allen, Virginia 23060 (804) 290-7957 DEI Project No.: 50075660 Prepared November 12, 2018 4..�p,LTH OF oar l� 1 _ U KEVIN A. PENNOCK Lic. No. 037023 -A 211 a fie‹ ASS/ONAL E.NC'\ Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 TABLE OF CONTENTS Division 0 - Bidding and Contract Documents Section AB - Advertisement for Bids Section IB - Instructions to Bidders and General Terms Section 00400 - Bid Form Section 00430 - Bid Bond Section 00431 - Qualification Statement Section 00432 - Contractor's Financial Statement Section 00490 - Receipt of Addenda Section 00500 - Standard Form of Agreement Section 00600 - Performance Bond Section 00610 - Payment Bond Section 00620 - Certificate of Insurance Section 00630 - Notice To Proceed Section 00700 - General Conditions Section 00800 - Supplemental Conditions Section 00850 - Escrow Agreement Section 00900 - Addenda Division I -General Requirements Section 01010 - Summary of Work Section 01027 - Basis of Measurement and Payment Section 01200 - Project Meetings Section 01300 - Submittals Section 01500 - Temporary Facilities and Controls Section 01700 - Project Closeout Division II -Sitework Section 02110 - Clearing and Grubbing Section 02120 - Erosion and Sediment Control Section 02140 - Dewatering Section 02270 - Earthwork for Utilities Section 02300 - Earthwork Section 02630 - Storm Sewer Piping Section 02710 - Asphalt Paving Section 02752 - Concrete Paving Section 02762 - Concrete Paving Joint Sealants Section 02920 - Lawns and Grasses Appendix Appendix A—Geotechnical Engineering Report—For Reference Only END OF SECTION TOC P:\ACSA15\50075660\Specs\Parking Lot\00000-TOC.doc Dewberry Engineers Inc. Table of Contents DEI#50075660 TOC-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Table of Contents DEI#50075660 TOC-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 ALBEMARLE COUNTY SERVICE AUTHORITY OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION ADVERTISEMENT FOR BIDS The Albemarle County Service Authority (ACSA) is seeking bids from qualified contractors to furnish all necessary labor, equipment, and materials to construct a new parking lot expansion at the ACSA Operations Center, located at 168 Spotnap Road. Sealed bids will be received at the office of Albemarle County Service Authority, 168 Spotnap Road, Charlottesville, Virginia 22911 until 2:00 p.m., local prevailing time, on Thursday, , 2018 and then publicly opened and read aloud. The contract Work includes the installation of an asphalt parking lot expansion to include 18 new spaces and access drive with curb and gutter, storm drainage system, and wheel stops. The Work also includes the installation of a modular reinforced segmental block retaining wall and handrail on a managed slope, a concrete pad and relocation of existing gazebo, landscaping, and erosion and sediment control measures. A non-mandatory Pre-Bid Conference will be held at the office of the Albemarle County Service Authority, 168 Spotnap Road, Charlottesville, Virginia 22911 at 10:00 a.m., local prevailing time, on Tuesday, , 2018. The purpose of the conference is for bidders to familiarize themselves with the project and to ask questions pertaining to the Contract Documents. Bidders are reminded that no oral interpretations of meaning of drawings and specifications can be made. Conflicts in the Contract Documents, if any, will be resolved by written Addendum. It is the bidder's responsibility to visit the site to determine the scope of work necessary and to ! include all incidental work in the lump sum bid price offered in this contract. The contract documents for the above project may be examined at the following locations: Dewberry Engineers Inc., 4805 Lake Brook Drive, Suite 200, Glen Allen, VA 23060 Albemarle County Service Authority, 168 Spotnap Road, Charlottesville, VA 22911 Builders Exchange, 3207 Hermitage Road, Richmond, VA 23227 Dodge Data, www.construction.com Valley Construction News, 426 Campbell Avenue, Roanoke, VA 24016 Copies of the contract documents may be obtained at the Albemarle County Service Authority upon receipt of a $50 non-refundable deposit per set. Contract Documents will be shipped via the preferred carrier of the requestor and all costs associated with shipping will be handled by the requestor. Bidders requesting shipment shall include a separate, non-refundable check to Dewberry Engineers Inc. Advertisement for Bids DEI#50075660 AB-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 provide for shipping charges or a valid account number with the designated carrier. All checks are to be made payable to Albemarle County Service Authority. The Authority reserves the right to reject any or all bids and to waive any irregularities or informalities in the bids. Each bid shall be accompanied by a bid guarantee in an amount equal to at least 5% (five percent) of the bid amount. 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 estimated cost on a unit price basis as stated in the bid. The procedure for withdrawal of bid shall be according to provision "(I)" contained in 11-54, Code of Virginia (1950) as amended. Bidders must be Class A licensed contractors in Virginia in accordance with Title 54.1, Chapter 11, of the Code of Virginia. The bidder and its subcontractor must comply with the provisions of Executive Order 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 emp loyees ees any facilities that are segregated on a basis of race, color, creed, or national origin. Questions concerning the project should be addressed to the Director of Engineering of the Albemarle County Service Authority at the below address and must be received no later than 5:00 p.m. on Tuesday, , 2018. Albemarle County Service Authority Mr. Peter C. Gorham Director of Engineering 168 Spotnap Road Charlottesville, Virginia 22911 END OF SECTION AB P\ACSA15\50075660\Specs\Parking Lot\00001 -AB-Ad for Bid.doc Dewberry Engineers Inc. Advertisement for Bids DEI#50075660 AB-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 � I ALBEMARLE COUNTY SERVICE AUTHORITY OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION INSTRUCTIONS TO BIDDERS AND GENERAL TERMS A. General 1. CONTACT INFORMATION: Questions concerning the project should be addressed to the following: Mr.Alexander J. Morrison, P.E. Senior Civil Engineer ACSA 168 Spotnap Road Charlottesville, Virginia 22911 (434) 977-4511 2. COMPETITION INTENDED: It is the ACSA's intent that this solicitation permit competition. It shall be the bidder's responsibility to advise the ACSA in writing if any language, requirement, specification, etc., or any combination thereof, stifles competition or inadvertently restricts or limits the requirements stated in this solicitation to a single source. The ACSA must receive such 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. 5. PRECEDENCE OF TERMS: In the event there is a conflict between any of the following sections: the Instructions to Bidders and General Terms, Standard General Conditions and the ACSA Supplementary Conditions, the ACSA Supplementary Conditions shall first apply, followed by the Instructions to Bidders and General Terms and then the Standard General Conditions. 6. NONDISCRIMINATION OF CONTRACTORS: A bidder, offeror, or contractor shall not be discriminated against in the solicitations or award of this contract because of race, religion, color, sex, national origin, age or disability. 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 District Court of Albemarle County, Virginia. The contractor shall comply with applicable federal, state and local laws and regulations. Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 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 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 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. 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. 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 Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 contractor agrees to (i) provide a drug-free workplace for the contractor's employees; (ii) post in conspicuous places, available to employees and applicants for employment, a statement notifying employees that the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana is prohibited in the contractor's workplace and specifying the actions that will be taken against employees for violations of such prohibition; (iii) state in all solicitations or advertisements for employees placed by or on behalf of the contractor that the contractor maintains a drug-free workplace; and (iv) include the provisions of the foregoing clauses in every subcontract or purchase order of over $10,000, so that the provisions will be binding upon each subcontractor or vendor. For the purposes of this section, "drug-free workplace" means a site for the performance of work done in connection with a specific contract awarded to a contractor, the employees of whom are prohibited from engaging in the unlawful manufacture, sale, distribution, dispensation, possession or use of any controlled substance or marijuana during the performance of the contract. 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. 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. Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 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. 4. EQUIPMENT AND MATERIAL STANDARDS: Any equipment and material delivered shall be standard new equipment and material, latest model, the best quality, and the highest grade work, except as otherwise specifically stated in the bid. Any part of nominal appurtenances which are usually provided in the manufacturer's stock model shall be furnished. 5. BIDDERS INTERSTED IN MORE THAN ONE BID: If more than one bid is offered by any one party, either directly or by or in the name of their clerk, partner, or other persons, all such bids may be rejected. A party who has quoted prices on work, materials, or supplies to a bidder is not thereby disqualified from quoting prices to other bidders or firms submitting a bid directly for the work, materials or supplies. D. Receipt of Bids 1. Sealed bids for the OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION will be received by the Albemarle County Service Authority, at the office of the ACSA, 168 Spotnap Road, Charlottesville, Virginia, until 2:00 p.m., local prevailing time, on Thursday, , 2018. 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: Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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. d. Any additional information required. 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 a 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 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 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 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. Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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. The ACSA is not responsible for delays in the delivery of the mail by the U.S. Postal Service, private carriers or the inter-office mail system. It is the sole responsibility of the bidder to ensure their bid reaches the designated location by the date and hour specified. 6. WITHDRAWAL OF BIDS: A bidder for a contract other than for public construction may request withdrawal of their bid under the following circumstances: a. Bids received at the address shown in the solicitation, prior to the time of acceptance, may be withdrawn on written request from the bidder. b. No bid may be withdrawn after the time set for opening of bids has passed, except as provided for by the Code of Virginia, Chapter 43, Title 2.2, Section 4330, as amended, and in manner prescribed in the aforesaid Section 11.54, as amended. The ACSA reserves the right to hold the bids for a period of 90 days after the date set for receipt of bids. c. Bids shall not be withdrawn after award of a contract. No plea or claim of mistake in a solicitation or resulting contract shall be available as a defense in any legal proceeding. No bid may be withdrawn when the result would be the awarding of the contract on another bid from the same bidder or of another bidder in which the ownership of the withdrawing bidder is more than five percent. If a bid is withdrawn, the lowest remaining bid shall be deemed to be the low bid. No bidder who is permitted to withdraw a bid shall, for compensation, supply any material or labor to, or perform any subcontract or other work agreement for the person or firm to whom the contract is awarded; or otherwise benefit, directly or indirectly, from the performance of the project for which the withdrawn bid was submitted. 7. ERRORS IN BIDS: When an error is made in extending total prices, the unit bid price will govern. When a discrepancy exists between the written word and the numeric amount, the written word shall govern. 8. FAMILIARITY: Each bidder, by making their bid, represents that they have read and understand the bidding documents, and have familiarized themselves with the local conditions under which the work is to be performed and all State laws and local ordinances and regulations which may affect the conduct of the work or those engaged or employed on the work. 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 Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 be withdrawn at the written request of the Bidder. If the proposal is not withdrawn at that time, it remains in effect until an award is made or the solicitation is canceled. 2. PRICING: a. Prices should be stated in units of quantity as specified on the bid form. 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. 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; 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 Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 ACSA or Commonwealth choice is available, the tie shall be decided by lot. 5. BID SECURITY: The bid security of all except the three lowest responsive, responsible bidders will be returned within five days after the receipt of bids. The bid securities of the three lowest responsive, responsible bidders will be returned only after the required bonds and insurance are furnished and the contract executed with the successful bidder. F. Award 1. AWARD OR REJECTION OF BIDS: The ACSA shall award the contract to the lowest, responsive and responsible bidder complying with all provisions of the Contract Documents, provided the bid price is reasonable and it is in the best interest of the ACSA to accept it. A"responsive" bid shall be evidenced by: a. a complete Bid Form; b. a Bid Form not evidencing any apparent unbalanced pricing for performance of the items of work; c. a Bid Form without excisions, alterations, special conditions or qualifications made by the bidder; and d. a Bid Form containing no alternative bids or offerings (by inclusion, attachment, or otherwise) for any items unless such alternative bids or 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; b. they have adequate financial capability for meeting the obligations inherent in the work; c. they have adequate equipment to properly perform the work within the time limit specified; and d. they have a competent and experienced organization. e. they have performed and completed similar work of similar magnitude in a satisfactory manner. 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. Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 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 Contract, nor any part thereof, nor any monies due, or to become due thereunder, without prior written approval of the ACSA. 3. PROTEST OF AWARD OR DECISION TO AWARD: Any bidder who desires to protest the award or decision to award a contract by the ACSA shall submit such protest in writing to the ACSA no later than ten (10) days after public notice of the award or announcement of the decision to award, whichever comes first. No protest I _ 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 following: (1) a performance bond in an amount equal to 100 percent of the contract sum conditioned on the faithful performance of the contract in strict conformity with the plans, specifications and conditions of the Contract Documents, (2) a payment bond in an amount equal to 100 percent of the Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-9 I � Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 contract sum, conditioned upon the prompt and faithful payment of all persons and entities who have and fulfill contracts which are directly with the 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 and Insurance as herein provided, the award of the contract may be annulled and the contract awarded to the next lowest responsive, responsible bidder and such bidder shall fulfill every stipulation of these documents as if they were the original party to whom it was made; or ACSA may reject all of the.bids as its interest may require. Except as provided in the Contract Documents, no plea of mistake in the bid shall be available to the bidder for the recovery of their bid security or as a defense to any action based upon the neglect or refusal to execute a contract. 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. 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 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 Dewberry Engineers Inc. Instructions to Bidders and General Terms — DEI#50075660 IB-10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Performance and Payment Bonds, Certificate of Insurance, and a fully executed Standard Form of Agreement. END OF SECTION IB P:\ACSA15\50075660\Specs\Parking Lot\00002-IB-Instructions to Bidders and General Terms.doc 1 Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-11 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Instructions to Bidders and General Terms DEI#50075660 IB-12 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 00400 BID FORM 'OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION To Albemarle County Service Authority, 168 Spotnap Road, Charlottesville, Virginia 22911: Made by: Name of Bidder (Individual, partnership or corporation, as case may be) Place of Business of Bidder Telephone No. Fax No. Date of Bid (If Bidder is a partnership, fill in the names and addresses of all partners in the following blanks) Name of Partners Residence of Partners (If Bidder is a corporation, fill in the following blanks) Organized under the laws of the State of Name and Address of President Name and Address of Secretary Name and Address of Treasurer The above-named Bidder affirms and declares: 1. The Bidder is of lawful age and that no other individual, partnership, corporation, or other entity has any interest in this Bid or in the Contract proposed to be entered into. Dewberry Engineers Inc. Bid Form DEI#50075660 00400-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submissio n ACSA Project No.:2017-07 2. This Bid is made without any understanding, agreement or connection with any other individual, partnership, corporation or other entity making a bid for the same purposed, and is in all respects fair and without collusion or fraud. 3. The Bidder is not in arrears to Albemarle County Service Authority or Albemarle County upon debt or contract, and is not default, as surety or otherwise, upon any obligation to Albemarle County Service Authority or Albemarle County. 4. No officer or employee whose salary is payable in whole or in part by Albemarle County Service Authority is presently nor shall become interested, directly or indirectly, as a contracting party, partner, stockholder, surety or otherwise, in this Bid, or in the -- performance of the Contract, or in the supplies, materials, or equipment and work or labor to which it relates, or in any portion of the profits thereof. 5. All proposed goods and services shall meet the requirements of the Contract Documents and that the Bidder is financially solvent and sufficiently experienced and competent to perform the Work. 6. The Bidder has carefully examined the site of the Work and that, from his own investigations, has been satisfied as to the nature and location of the Work; the character, quality and quantity of existing materials and all conditions likely to be encountered; the kind and extent of equipment and other facilities needed for the performance of the Work; the general and local conditions; and all other items which reasonably may be expected to affect the Work or its performance. The undersigned, as Bidder, also declares that they 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). Dewberry Engineers Inc. Bid Form DEI#50075660 00400-2 II Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 ALBEMARLE COUNTY SERVICE AUTHORITY OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION INSTRUCTIONS: The Bidder shall fill in all blanks providing the following: The Bidder's proposed amount of cost in words, and the Bidder's proposed amount of cost in figures for each Contract Item described below. 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. All blanks shall be filled in. CONTRACT. . DESCIPTION OF WORK PRICE IN WORDS.. TOTAL PRICE ITEM NO. TOTAL LUMP SUM BASE BID AMOUNT FOR ALL WORK 1 $ DOLLARS AND CENTS AWARD OF BID: Award will be based on the total Lump Sum Base Bid (Item 1) above. In addition to the Lump Sum Base Bid above, the Bidder shall provide unit prices for all labor, materials, and equipment necessary to complete the following portions of the WORK as a basis for negotiation for potential additive items. Award will not be based on the unit prices provided in Items 2 and 3 below. ESTIMATED COMPUTED CONTRACT: DESCIPTION OF WORK PRICE IN WORDS QUANTITY UNIT PRICE TOTAL ITEM NO. AND UNIT ° PRICE° Remove Unsuitable Material and Backfill with Select Fill Aggregate 50 2 Dollars CY $ $ and Cents Remove Unsuitable Material and Backfill with Select Fill Earth 50 3 Dollars CY $ $ and Cents Dewberry Engineers Inc. Bid Form DEI#50075660 00400-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 All blanks must be filled in: Bid items 2 and 3 shall be based on the estimated quantities above, complete and in accordance with the applicable portions of the plans and specifications. Payment for each of these items will be based on the actual quantities authorized and approved by the Owner or Owner's representative in the field during construction multiplied by the unit cost provided by the bidder above. The final contract amount shall be adjusted upward or downward based on the actual quantities versus the bid quantities for items 2 and 3. The Work will be substantially completed within 120 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 150 calendar days after the date when the Contract Times commence to run. In submitting this Bid, it is understood that the right is reserved by Albemarle County Service Authority to reject any and all Bids. It is agreed that this Bid may not be withdrawn for a period of ninety (90) days from the date fixed for opening of the Bids. Accompanying this Bid, at the election of the undersigned bidder, is: (i) a certified check, (ii) a cash escrow, or (iii) a bid bond in the sum of Dollars ($ ), which certified check shall become the property of Albemarle County Service Authority, or which cash escrow or bid bond shall become forthwith due and payable to Albemarle County Service Authority, if this bid shall be accepted by Albemarle County Service Authority and the undersigned shall fail to execute a contract with, and to furnish the required contract security and certificates of insurance to Albemarle County Service Authority within 10 days after the date of written notice by Albemarle County Service Authority to the undersigned so to do; however, no forfeiture under a bid bond or other such bid security shall exceed the difference between the bid for which the bond or other bid security was posted and the next low bid. Date (Name of Bidder) By (Signature) Title Virginia Contractor's Registration Number Dewberry Engineers Inc. Bid Form DEI#50075660 00400-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Address Where Bidder is a corporation, add: Attest: Secretary (SEAL) Dewberry Engineers Inc. Bid Form DEI#50075660 00400-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 The Bid must be sworn to by the person signing it in one of the following forms: (Form of affidavit where Bidder is an individual) of (City or County) (State or Commonwealth) being duly sworn, deposes and says: That I am the person described in and who executed the foregoing Bid and that the several matters therein stated are in all respects true. (Signature) STATE OF VIRGINIA CITY/ COUNTY OF The foregoing instrument was acknowledged before me this day of s by Notary Public My Commission Expires: Notary Registration Number: (SEAL) Dewberry Engineers Inc. Bid Form DEI#50075660 00400-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 r-- I , Dewberry Engineers Inc. Bid Form DEI#50075660 00400-7 1- Albemarle County.Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 (Form of affidavit where Bidder is partnership) of (City or County) (State or Commonwealth) being duly sworn, deposes and says: That I am a general partner of 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: (SEAL) Dewberry Engineers Inc. Bid Form DEI#50075660 00400-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 , I i Dewberry Engineers Inc. Bid Form DEI#50075660 00400-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 (Form of affidavit where Bidder is corporation) of (City or County) (State or Commonwealth) being duly sworn, deposes and says: That I reside in the City of : that I am the of (Title) (Name of Company) the corporation described in and which executed the foregoing Bid; that I know the seal of the corporation; that the seal affixed to this Bid is such corporate seal and was so affixed by order of the Board of Directors of the corporation; that I signed my name thereto by like order; and that I have knowledge of the several matters therein stated and they are in all respects true. (Signature) STATE OF VIRGINIA CITY/ COUNTY OF The foregoing instrument was acknowledged before me this day of , by Notary Public My Commission Expires: Notary Registration Number: Dewberry Engineers Inc. Bid Form DEI#50075660 00400- 10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 (SEAL) END OF SECTION 00400 P:\ACSA15\50075660\Specs\Parking Lot\00400- Bid Form.doc I , Dewberry Engineers Inc. Bid Form DEI#50075660 00400- 11 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ' ACSA Project No.:2017-07 SECTION 00430 BID BOND KNOW ALL PERSONS BY THESE PRESENTS: That we undersigned, as Principal (Bidder), and , as Surety, are hereby held and firmly bound unto the Albemarle County Service Authority as Obligee (OWNER), in the amount of Dollars ($ ), being five (5) PERCENT OF THE DOLLAR VALUE OF THE BID, for the payment whereof Principal and Surety jointly and severally bind themselves, their heirs, executors, administrators, successors and assigns firmly by these presents. WHEREAS, Principal has submitted a certain Bid attached hereto and hereby made a part hereof to enter into an AGREEMENT in writing for the OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION PROJECT. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION is such that, if Principal shall not withdraw his Bid during the period of 90 days following the opening of Bids, and if it's 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 ll extension. Dewberry Engineers Inc. Bid Bond DEI#50075660 00430-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 (Principal) Seal - By: (Witness) (Name and Title) 1 (Surety) Seal 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. END OF SECTION 00430 P:\ACSA15\50075660\Specs\Parking Lot\00430- Bid Bond.doc Dewberry Engineers Inc. Bid Bond DEI#50075660 00430-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 00431 QUALIFICATION STATEMENT Note: If you have filed a Qualification Statement within the past 180 days, only answer question numbers 1 and 14 through 25. 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: Date of organization When incorporated In what State State whether partnership is a general, Presidents name limited or association Vice-President's name Secretary's name Name and address of partners: Treasurer's name Dewberry Engineers Inc. Qualification Statement DEI#50075660 00431 -1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 5. List the construction projects your organization has under way on this date: Name and Address of Contract Amt. • Class•of Work' Percent Completed,' Owner.or° Contracting Officer 6. List projects your organization has completed in past three years: Contract Amt. 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? If so,where and why? Dewberry Engineers Inc. Qualification Statement DEI#50075660 00431 -2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 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 9. Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name? If so, state name of individual,name of Owner and reason therefore 10. In what other lines of business are you financially interested? 11. Give the names and addresses of all banks with whom you have done business duringthe past five years. 12. Give the names and addresses of all surety companies with whom you have done business during the last five years. Dewberry Engineers Inc. Qualification Statement DEI#50075660 00431 -3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 13. What is the construction experience of the principal individuals of your organization? Individual • Present Position Years of Magnitude In What Name or Office Construction and Type of Capacity Experience Work. 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 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 financial responsibility 18. From which sub-contractors or agents do you expect to require a bond? Dewberry Engineers Inc. Qualification Statement DEI#50075660 00431 -4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 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 20. What equipment do intend topurchase for use on the proposed work, should the contract be youP P awarded to you? Quantity Item Description, Size,Capacity,Etc. Approximate Cost 21. How and when will you pay for the equipment to be purchased? 22. Do you propose to rent any equipment for this work? If so, state type,quantity and reasons for renting 23. Have you made contracts or received firm offers for all materials within prices used in preparing your proposal? 24. It is required that the Standard Form of Contractor's Financial Statement be filed with this Statement. Have you done so? Dewberry Engineers Inc. Qualification Statement DEI#50075660 00431 -5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 Dated at this day of Name of Organization By Title of Person Signing STATE OF )S.S: COUNTY OF being duly sworn deposes and says that he is of Name of Organization and that the answers to the foregoing questions and all statements therein contained are true and correct. Sworn to before me this day of _ Notary Public My commission expires END OF SECTION 00431 P•\ACSA15\50075660\Specs\Parking Lot\00431- Qualification Statement.doc Dewberry Engineers Inc. Qualification Statement DEI#50075660 00431 -6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 00432 STANDARD FORM OF CONTRACTOR'S FINANCIAL STATEMENT )❑An Individual Submitted by )❑A Co-partnership )❑A Corporation With principal office at To Condition at close of business 20 I Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075660 00432-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075660 00432-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 I � Condition at close of business 20 ASSETS DOLLARS 1 Cash(a)On Hand$ (b)In bank$ (c)Elsewhere$ 2. Notes receivable: (a)Due within 90 days .... ... (b)Due after 90 days ------------._.....------------...------------ (c)b 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 (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 Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075660 00432-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 DETAILS RELATIVE TO ASSETS *List separately each item amounting to 10 percent or more of this total and combine the remainder. 1 * CASH (a)on hand $ (b)deposited in banks named below $ (c)elsewhere-(state where) $ NAME OF BANK LOCATION DEPOSIT IN NAME OF AMOUNT * NOTES RECEIVABLE 2 (a)due within 90 days $ (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 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 Have any of the above been assigned,sold or pledged? If so, state amount,to whom,and reason Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075660 00432-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 * 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 Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 7 Interest accrued on loans,securities, etc. $ ON WHAT ACCRUED TO BE PAID WHEN AMOUNT Real Estate (a)Used for business purposes $ 8 Book Value (b)Not used for business purposes $ DESCRIPTION OF PROPERTY IMPROVEMENTS TOTAL BOOK VALUE NATURE OF BOOK VALUE IMPROVEMENTS 1. 2. 3. 4. LOCATION HELD IN WHOSE NAME ASSESSED AMOUNT OF VALUE ENCUMBRANCES 1. 2. 3. 4. Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Stocks and Bonds:(a)Listed-present market value $ 9 (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. Materials in stock and not included in Item 4,Assets: 0 (a) For use on uncompleted contracts(present value) $ (b)Other materials(present value) $ PRESENT VALUE DESCRIPTION OF MATERIAL QUANTITY FOR UNCOMPLETED OTHER MATERIALS CONTRACT Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 11 * Equipment at book value $ QUANTITY DESCRIPTION AND CAPACITY AGE OF ITEMS PURCHASE DEPRECIATION BOOK VALUE OF ITEMS PRICE CHARGED OFF Are there anyliens against the g above? If so,state total amount 1 2 Furniture and fixtures at book value $ 13 Other assets $ DESCRIPTION Amount TOTAL ASSETS $ Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 DETAILS RELATIVE TO LIABILITIES *Include all amounts owing sub-contractors for all work in place and accepted on completed and uncompleted contracts including retainage 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 $ TO WHOM: NAME AND ADDRESS WHAT SECURITY WHEN DUE AMOUNT ACCOUNTA PAYABLE 2* (a)Not past due $ (b)Past due $ TO WHOM: NAME AND ADDRESS FOR WHAT DATE PAYABLE AMOUNT Real Estate encumbrances (See Item 8,Assets) $ 4 Other Liabilities $ DESCRIPTION AMOUNT 5 Reserves $ INTEREST INSURANCE BLDGS. & PLANT DEPT TAXES BAD DEBTS FIXT. $ $ $ $ $ $ $ $ Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 DETAILS RELATIVE TO LIABILITIES Capital Stock paid up 6 (a)Common $ (b)Preferred $ 7 Surplus: $ $ TOTAL LIABILITIES$ If a corporation,answer this: If a co-partnership,answer this: Capital paid in cash, $ Date of organization When incorporated In what State State whether partnership is general, limited or association President's name Vice-President's name Secretary's name Treasurer's name Name and address of partners: The undersigned hereby declares: that the foregoing is a true statement of the financial condition of the individual, co-partnership or corporation herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitted a contract; and that any depository, vendor or other agency herein named is hereby authorized to supply such party with any information necessary to verify this statement. NOTE: A co-partnership must give firm name and signatures of all partners. A corporation must give full corporate name, signature of official and affix corporate seal. Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432- 10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 AFFIDAVIT FOR INDIVIDUAL STATE OF ) ) ss.: COUNTY OF ) being duly sworn, deposes and says that the foregoing financial statement, taken from his books, is a true and accurate statement of his financial condition as of the date thereof and that the answers to the foregoing interrogatories are true. Sworn to before me this (Applicant must also sign here) day of (Notary Public) AFFIDAVIT FOR CO-PARTNERSHIP STATE OF ) ) ss.: COUNTY OF ) 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 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. (All members of firm must also sign here) Sworn to before me this day of (Notary Public) Dewberry Engineers ineers Inc. Contractor's Financial Statement DEI#50075658 00432- 11 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 AFFIDAVIT FOR CORPORATION STATE OF ) )ss.: COUNTY OF ) being duly sworn,deposes and says that he is of the the corporation described in and which executed the foregoing statement;that he is familiar with the books of the said corporation showing its financial condition;that the foregoing financial statement,taken from 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. Sworn to before me this day of Notary Public END OF SECTION 00432 P:\ACSA15\50075660\Specs\Parking Lot\00432- Contractor Financial Stmt.doc Dewberry Engineers Inc. Contractor's Financial Statement DEI#50075658 00432- 12 1 ' Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 00490 RECEIPT OF ADDENDA OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION 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 his proposal as submitted. This Form should be included in the bid submittal. The undersigned Bidder has received the following addenda: Addendum Number Date (Name of Bidder) By (Signature) (Printed Name and Title) END OF SECTION 00490 P:\ACSA15\50075660\Secs\Parkin Lot\00490- Receipt of Addenda.doc P 9 P Dewberry Engineers Inc. Receipt of Addenda DEI#50075660 00490-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Receipt of Addenda DEI#50075660 00490-2 (- Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 00500 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is by and between (hereinafter called OWNER)and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 -WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Furnish all necessary labor, equipment, and materials to construct an asphalt parking lot expansion to include 18 new spaces and access drive with curb and gutter, storm drainage system, and wheel stops at the ACSA Operations Center located at 168 Spotnap Road, Charlottesville, VA 22911. The Work also includes the installation of a modular reinforced segmental block retaining wall and handrail on a managed slope, a concrete pad and relocation of existing gazebo, landscaping, and erosion and sediment control measures. 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: Operations Center Expansion Parking Lot Expansion Albemarle County,Virginia ARTICLE 3-ENGINEER 3.01 The Director of Engineering for the Albemarle County Service is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4—CONTRACT TIMES Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 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 120 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 150 calendar days after the date when the Contract Times commence to run. 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding 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 $500.00 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 $500.00 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. ARTICLE 5-CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraphs 5.01.A and 5.01.E below: A. For all Work other than Unit Price Work,a lump sum of: $ B. For all Unit Price Work, an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated in this paragraph 5.01.B: UNIT PRICE WORK Estimated Total No. Item Unit Quantity Unit Price Estimated (See attached Bid Form, Section 00400) TOTAL OF ALL UNIT PRICES: $ (dollars) (use words) As provided in paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in paragraph 9.08 of the General Conditions. Unit prices have been computed as provided in paragraph 11.03 Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 of the General Conditions. C. For all Work, at the prices stated in CONTRACTOR's Bid,attached hereto as an exhibit. 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 General Conditions. Applications for Payment will be processed by ENGINEER as provided in the 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 15th day of each month during performance of the Work as provided in paragraphs 6.02.A.1 and 6.02.A.2 below. All such payments will be measured by the schedule of values established in paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements: 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 General Conditions: a. 95%of Work completed (with the balance being retainage). b. 95%of cost of materials and equipment not incorporated in the Work(with the balance being retainage). 2. Upon Substantial Completion, OWNER shall pay an amount sufficient 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 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 A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the 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 available from the Service Authority upon request. Funds retained but not so deposited will not be subject to accrued interest. Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-3 I- , Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 ARTICLE 8—CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied 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 carefully studied all: (1)reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. 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 F. 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. G. 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. H. 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. I. 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. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9-CONTRACT DOCUMENTS Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 11 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. Other Bonds (pages_to_, inclusive); a. (pages to , inclusive); b. (pages to , inclusive); c. (pages to , inclusive); 5. Albemarle County Service Authority General Terms and Conditions(pages to , inclusive); 6. General Conditions(pages_to , inclusive); 7. Supplementary Conditions(pages_to_, inclusive); 7. Specifications as listed in the table of contents of the Project Manual; 8. Drawings consisting of a cover sheet and sheets numbered G1.0 through E1.2, inclusive,with each sheet bearing the following general title: OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION PROJECT 9. Addenda (numbers to , inclusive); 10. Exhibits to this Agreement(enumerated as follows): a. CONTRACTOR's Bid (as provided in Section 00400, inclusive); b. Documentation submitted by CONTRACTOR prior to Notice of Award (pages_to_, inclusive); c. Certificate of Insurance; I L 11. The following which may be delivered or issued on or after the Effective Date of Agreement and are not attached hereto: a. Written Amendments; b. Work Change Directives; c. Change Order(s); d. Notice to Proceed. B. The documents listed in paragraph 9.01.A are attached to this Agreement (except as Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-5 II Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.05 of the General Conditions. ARTICLE 10-MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract 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 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 Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 , which is the Effective Date of the Agreement). OWNER: CONTRACTOR: Albemarle County Service Authority By: By: [CORPORATE SEAL] [CORPORATE SEAL] Attest: Attest: Address for giving notices: Address for giving notices: (If OWNER is a corporation , attach evidence of authority to sign. If OWNER is a public License No. body,attach evidence of authority to sign and (Where applicable) resolution or other documents authorizing execution of OWNER-CONTRACTOR Agreement.) Agent for service of process: (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) Designated Representative: Designated Representative: Name: Mr.Alexander J. Morrison, P.E. Name: Title: Senior Civil Engineer Title: Address: 168 Spotnap Road Address: Charlottesville,VA 22911 Phone: (434)977-4511 Phone: Facsimile: (434)979-0698 Facsimile: END OF SECTION 00500 P:\ACSA15\50075660\Specs\Parking Lot\00500- Standard Form of Agreement.doc Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Standard Form of Agreement DEI#50075660 00500-8 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): II OWNER(Name and Address): CONTRACT Date: Amount: Description(Name and Location): BOND Bond Number: Date(Not earlier than Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor,intending to be legally bound hereby,subject to the terms printed on the reverse side hereof,do each cause this Performance Bond to be duly executed on its behalf by its authorized officer,agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) (Space is provided below for signatures of additional parties,if required.) Attest: Signature and Title CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title: EJCDC No.C-610(2002 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. 00600-1 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, 6. After Owner has terminated Contractor's right to complete the Contract, and if executors,administrators,successors,and assigns to Owner for the performance of 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. Surety to Owner shall not be greater than those of Contractor under the Contract,and the responsibilities of Owner to Surety shall not be greater than those of Owner under 2. If Contractor performs the Contract, Surety and Contractor have no obligation the Contract. To a limit of the amount of this Bond,but subject to commitment by under this Bond,except to participate in conferences as provided in Paragraph 3.1. Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract,Surety is obligated without duplication for: 3. If there is no Owner Default,Surety's obligation under this Bond shall arise after: 6.1. The responsibilities of Contractor for correction of defective Work and 3.1. Owner has notified Contractor and Surety,at the addresses described in completion of the Contract; Paragraph 10 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with 6.2. Additional legal, design professional, and delay costs resulting from Contractor and Surety to be held not later than 15 days after receipt of Contractor's Default, and resulting from the actions or failure to act of such notice to discuss methods of performing the Contract. If Owner, Surety under Paragraph 4;and Contractor and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive 6.3. Liquidated damages, or if no liquidated damages are specified in the Owner's right,if any,subsequently to declare a Contractor Default;and Contract, actual damages caused by delayed performance or non- performance of Contractor. 3.2. Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall 7. Surety shall not be liable to Owner or others for obligations of Contractor that are not be declared earlier than 20 days after Contractor and Surety have unrelated to the Contract,and the Balance of the Contract Price shall not be reduced or received notice as provided in Paragraph 3.1;and set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, 3.3. Owner has agreed to pay the Balance of the Contract Price to: administrators,or successors. 1. Surety in accordance with the terms of the Contract; 8. Surety hereby waives notice of any change,including changes of time,to Contract or to related subcontracts,purchase orders,and other obligations. 2. Another contractor selected pursuant to Paragraph 4.3 to perform the Contract. 9. Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is 4. When Owner has satisfied the conditions of Paragraph 3,Surety shall promptly and located and shall be instituted within two years after Contractor Default or within two at Surety's expense take one of the following actions: years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond,whichever occurs first. If the provisions of 4.1. Arrange for Contractor,with consent of Owner,to perform and complete this paragraph are void or prohibited by law, the minimum period of limitation --- the Contract;or available to sureties as a defense in the jurisdiction of the suit shall be applicable. 4.2. Undertake to perform and complete the Contract itself,through its agents 10. Notice to Surety,Owner,or Contractor shall be mailed or delivered to the address or through independent contractors;or shown on the signature page. 4.3. Obtain bids or negotiated proposals from qualified contractors acceptable 11. When this Bond has been furnished to comply with a statutory requirement in the to Owner for a contract for performance and completion of the Contract, location where the Contract was to be performed, any provision in this Bond arrange for a contract to be prepared for execution by Owner and conflicting with said statutory requirement shall be deemed deleted herefrom and Contractor selected with Owner's concurrence, to be secured with provisions conforming to such statutory requirement shall be deemed incorporated performance and payment bonds executed by a qualified surety equivalent herein. The intent is that this Bond shall be construed as a statutory bond and not as a to the bonds issued on the Contract, and pay to Owner the amount of common law bond. damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default;or 12. Definitions. 4.4. Waive its right to perform and complete,arrange for completion,or obtain 12.1 Balance of the Contract Price: The total amount payable by Owner to a new contractor and with reasonable promptness under the circumstances: Contractor under the Contract after all proper adjustments have been made,including allowance to Contractor of any amounts received or to be 1. After investigation,determine the amount for which it may be liable to received by Owner in settlement of insurance or other Claims for damages Owner and, as soon as practicable after the amount is determined, to which Contractor is entitled,reduced by all valid and proper payments tender payment therefor to Owner;or made to or on behalf of Contractor under the Contract. 2. Deny liability in whole or in part and notify Owner citing reasons 12.2. Contract:The agreement between Owner and Contractor identified on the therefor. signature page,including all Contract Documents and changes thereto. 5. If Surety does not proceed as provided in Paragraph 4 with reasonable promptness, 12.3. Contractor Default: Failure of Contractor, which has neither been Surety shall be deemed to be in default on this Bond 15 days after receipt of an remedied nor waived,to perform or otherwise to comply with the terms of additional written notice from Owner to Surety demanding that Surety perform its the Contract. obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 4.4, and Owner 12.4. Owner Default:Failure of Owner,which has neither been remedied nor refuses the payment tendered or Surety has denied liability,in whole or in part, waived,to pay Contractor as required by the Contract or to perform and without further notice Owner shall be entitled to enforce any remedy available to complete or comply with the other terms thereof. Owner. FOR INFORMATION ONLY—Name,Address and Telephone Surety Agency or Broker Owner's Representative(engineer or other party) 00600-2 PAYMENT BOND Any singular reference to Contractor, Surety,Owner,or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business): OWNER(Name and Address): CONTRACT Date: Amount: Description(Name and Location): BOND Bond Number: Date(Not earlier than Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor,intending to be legally bound hereby,subject to the terms printed on the reverse side hereof,do each cause this Payment Bond to be duly executed on its behalf by its authorized officer,agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) (Space is provided below for signatures of additional parties,if required.) Attest: Signature and Title CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) _ (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title: EJCDC No.C-615(2002 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, the American Subcontractors Association, and the Associated Specialty Contractors. 00610-1 1. Contractor and Surety,jointly and severally, bind themselves, their heirs, 8. Amounts owed by Owner to Contractor under the Contract shall be used for executors, administrators, successors, and assigns to Owner to pay for labor, the performance of the Contract and to satisfy claims, if any, under any materials,and equipment furnished by Claimants for use in the performance of performance bond. By Contractor furnishing and Owner accepting this Bond, the Contract,which is incorporated herein by reference. they agree that all funds earned by Contractor in the performance of the Contract - are dedicated to satisfy obligations of Contractor and Surety under this Bond, 2. With respect to Owner,this obligation shall be null and void if Contractor: subject to Owner's priority to use the funds for the completion of the Work. 2.1. Promptly makes payment, directly or indirectly, for all sums due Claimants,and 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for 2.2. Defends, indemnifies, and holds harmless Owner from all claims, payment of any costs or expenses of any Claimant under this Bond, and shall demands, liens, or suits alleging non-payment by Contractor by any have under this Bond no obligations to make payments to,give notices on behalf person or entity who furnished labor,materials,or equipment for use in of,or otherwise have obligations to Claimants under this Bond. the performance of the Contract,provided Owner has promptly notified Contractor and Surety(at the addresses described in Paragraph 12)of 10. Surety hereby waives notice of any change,including changes of time,to the any claims, demands, liens, or suits and tendered defense of such Contract or to related Subcontracts,purchase orders and other obligations. claims,demands,liens,or suits to Contractor and Surety,and provided there is no Owner Default. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or 3. With respect to Claimants,this obligation shall be null and void if Contractor part of the Work is located or after the expiration of one year from the date(1) _ promptly makes payment,directly or indirectly,for all sums due. on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3,or(2)on which the last labor or service was performed by anyone or the 4. Surety shall have no obligation to Claimants under this Bond until: last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs. If the provisions of this paragraph 4.1 Claimants who are employed by or have a direct contract with are void or prohibited by law, the minimum period of limitation available to Contractor have given notice to Surety(at the addresses described in sureties as a defense in the jurisdiction of the suit shall be applicable. Paragraph 12)and sent a copy,or notice thereof,to Owner,stating that a claim is being made under this Bond and,with substantial accuracy, 12. Notice to Surety,Owner,or Contractor shall be mailed or delivered to the the amount of the claim. addresses shown on the signature page. Actual receipt of notice by Surety, Owner,or Contractor,however accomplished,shall be sufficient compliance as 4.2. Claimants who do not have a direct contract with Contractor: of the date received at the address shown on the signature page. 1. Have furnished written notice to Contractor and sent a copy, or 13. When this Bond has been furnished to comply with a statutory requirement notice thereof,to Owner,within 90 days after having last performed in the location where the Contract was to be performed, any provision in this labor or last furnished materials or equipment included in the claim Bond conflicting with said statutory requirement shall be deemed deleted stating,with substantial accuracy,the amount of the claim and the herefrom and provisions conforming to such statutory requirement shall be name of the party to whom the materials or equipment were deemed incorporated herein. The intent is that this Bond shall be construed as a furnished or supplied, or for whom the labor was done or statutory Bond and not as a common law bond. performed;and 14. Upon request of any person or entity appearing to be a potential beneficiary 2. Have either received a rejection in whole or in part from Contractor, of this Bond, Contractor shall promptly furnish a copy of this Bond or shall or not received within 30 days of furnishing the above notice any permit a copy to be made. communication from Contractor by which 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 baying a direct contract with notice to Surety and sent a copy,or notice thereof,to Owner,stating Contractor, or with a frst-tier subcontractor of Contractor,to furnish that a claim is being made under this Bond and enclosing a copy of labor, materials, or equipment for use in the performance of the the previous written notice furnished to Contractor. Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to power,light,heat,oil,gasoline,telephone service,or rental equipment Contractor or to Surety,that is sufficient compliance. used in the Contract,architectural and engineering services required for performance of the Work of Contractor and Contractor's 6. When a Claimant has satisfied the conditions of Paragraph 4,the Surety shall Subcontractors,and all other items for which a mechanic's lien may be promptly and at Surety's expense take the following actions: asserted in the jurisdiction where the labor, materials, or equipment were furnished. 6.1. Send an answer to that Claimant,with a copy to Owner,within 45 days after receipt of the claim,stating the amounts that are undisputed and 15.2. Contract:The agreement between Owner and Contractor identified on the basis for challenging any amounts that are disputed. the signature page, including all Contract Documents and changes thereto. 6.2. Pay or arrange for payment of any undisputed amounts. 15.3. Owner Default:Failure of Owner,which has neither been remedied nor 7. Surety's total obligation shall not exceed the amount of this Bond, and the waived,to pay Contractor as required by the Contract or to perform and amount of this Bond shall be credited for any payments made in good faith by complete or comply with the other terms thereof. Surety FOR INFORMATION ONLY—Name,Address and Telephone Surety Agency or Broker: Owner's Representative(engineer or other party): 00610-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 00620 CERTIFICATE OF INSURANCE *Attach Certificate of Insurance Hereto. Coverage shall comply with the requirements of SECTION 00800—Supplemental Conditions END OF SECTION 00620 P:\ACSA15\50075660\Specs\Parking Lot\00620- Certificate of Insurance.doc Dewberry Engineers Inc. Certificate of Insurance DEI#50075660 00620-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Certificate of Insurance DEI#50075660 00620-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 00630 NOTICE TO PROCEED To: Project: OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION Amount of Contract: You are hereby notified to commence work on the referenced Project on or before , and shall fully complete all of the work of said Project within 150 consecutive calendar days thereafter. Your completion date is therefore , 2017. 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 By: Peter C. Gorham, P.E. Title: Director of Engineering I i 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 00630 P:\ACSA15\50075660\Specs\Parking Lot\00630-NoticetoProceed_WF6-1.doc Dewberry Engineers Inc. Notice To Proceed DEI#50075660 00630-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Notice To Proceed DEI#50075660 00630-2 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. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By A C E C National Society of ASE American Society Professional Engineers of Civil Engineers AMERICAN COUNCIL OF ENGINEEIUNC COMPANIES Professional Engineers in Private Practice PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by I ,�1• r a7111111 11111^' I.,.i1L.7 The Associated General Contractors of America _, Knowledge for Creating and Sustaining the Built Environment Construction Specifications Institute II, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-1 Copyright©2002 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 American Council of Engineering Companies 1015 15th Street,N.W.,Washington,DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive,Reston,VA 20191-4400 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions(No.C-800)(2002 Edition). EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-2 TABLE OF CONTENTS Page ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 6 1.01 Defined Terms 6 1.02 Terminology 8 ARTICLE 2-PRELIMINARY MATTERS 9 2.01 Delivery of Bonds and Evidence of Insurance 9 2.02 Copies of Documents 9 2.03 Commencement of Contract Times;Notice to Proceed 9 2.04 Starting the Work 9 2.05 Before Starting Construction 9 2.06 Preconstruction Conference 9 2.07 Initial Acceptance of Schedules 9 ARTICLE 3-CONTRACT DOCUMENTS:INTENT,AMENDING,REUSE 10 3.01 Intent 10 3.02 Reference Standards 10 3.03 Reporting and Resolving Discrepancies 10 3.04 Amending and Supplementing Contract Documents 11 3.05 Reuse of Documents 11 3.06 Electronic Data 11 ARTICLE 4-AVAILABILITY OF LANDS;SUBSURFACE AND PHYSICAL CONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 13 4.06 Hazardous Environmental Condition at Site 13 ARTICLE 5-BONDS AND INSURANCE 14 5.01 Performance,Payment, and Other Bonds 14 5.02 Licensed Sureties and Insurers 15 5.03 Certificates of Insurance 15 5.04 Contractor's Liability Insurance 15 5.05 Owner's Liability Insurance 16 5.06 Property Insurance 16 5.07 Waiver of Rights 17 5.08 Receipt and Application of Insurance Proceeds 17 5.09 Acceptance of Bonds and Insurance; Option to Replace 17 5.10 Partial Utilization,Acknowledgment of Property Insurer 18 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 18 6.01 Supervision and Superintendence 18 6.02 Labor; Working Hours 18 6.03 Services,Materials, and Equipment 18 6.04 Progress Schedule 18 6.05 Substitutes and"Or-Equals" 19 6.06 Concerning Subcontractors, Suppliers, and Others 20 6.07 Patent Fees and Royalties 21 6.08 Permits 21 6.09 Laws and Regulations 21 6.10 Taxes 22 6.11 Use of Site and Other Areas 22 6.12 Record Documents 22 6.13 Safety and Protection 22 6.14 Safety Representative 23 6.15 Hazard Communication Programs 23 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-3 6.16 Emergencies 23 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 SITE 25 7.01 Related Work at Site 25 7.02 Coordination 26 7.03 Legal Relationships 26 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 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. 00700-4 14.05 Partial Utilization 38 14.06 Final Inspection 38 14.07 Final Payment 38 14.08 Final Completion Delayed 39 14.09 Waiver of Claims 39 ARTICLE 15-SUSPENSION OF WORK AND TERMINATION 39 15.01 Owner May Suspend Work 39 15.02 Owner May Terminate for Cause 39 15.03 Owner May Terminate For Convenience 40 15.04 Contractor May Stop Work or Terminate 40 ARTICLE 16-DISPUTE RESOLUTION 41 16.01 Methods and Procedures 41 ARTICLE 17-MISCELLANEOUS 41 17.01 Giving Notice 41 17.02 Computation of Times 41 17.03 Cumulative Remedies 41 17.04 Survival of Obligations 41 17.05 Controlling Law 41 17.06 Headings 41 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-5 GENERAL CONDITIONS 10. Claim--A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or ARTICLE 1 -DEFINITIONS AND TERMINOLOGY Contract Times,or both,or other relief with respect to the - terms of the Contract.A demand for money or services by a third party is not a Claim. 1.01 Defined Terms 11. Contract--The entire and integrated written A. Wherever used in the Bidding Requirements agreement between the Owner and Contractor concerning or Contract Documents and printed with initial capital the Work. The Contract supersedes prior negotiations, letters, the terms listed below will have the meanings representations,or agreements,whether written or oral. indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, 12. Contract Documents-- Those items so terms with initial capital letters in the Contract designated in the Agreement. Only printed or hard copies Documents include references to identified articles and of the items listed in the Agreement are Contract paragraphs,and the titles of other documents or forms. Documents.Approved Shop Drawings,other Contractor's submittals, and the reports and drawings of subsurface 1. Addenda--Written or graphic instruments and physical conditions are not Contract Documents. issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed 13. Contract Price--The moneys payable by Contract Documents. Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the 2. Agreement--The written instrument which is Agreement (subject to the provisions of Paragraph 11.03 evidence of the agreement between Owner and Contractor in the case of Unit Price Work). covering the Work. 14. Contract Times--The number of days or the 3.Application for Payment--The form acceptable dates stated in the Agreement to:(i)achieve Milestones,if to Engineer which is to be used by Contractor during the any, (ii)achieve Substantial Completion; and (iii) com- course of the Work in requesting progress or final plete the Work so that it is ready for final payment as payments and which is to be accompanied by such evidenced by Engineer's written recommendation of final supporting documentation as is required by the Contract payment. Documents. 15. Contractor--The individual or entity with 4. Asbestos--Any material that contains more whom Owner has entered into the Agreement. than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels 16. Cost of the Work--See Paragraph 11.01.A for established by the United States Occupational Safety and definition. Health Administration. 17. Drawings--That part of the Contract 5. Bid--The offer or proposal of a Bidder Documents prepared or approved by Engineer which submitted on the prescribed form setting forth the prices graphically shows the scope, extent, and character of the for the Work to be performed. Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so 6. Bidder--The individual or entity who submits defined. a Bid directly to Owner. 18. Effective Date of the Agreement--The date 7. Bidding Documents--The Bidding indicated in the Agreement on which it becomes effective, Requirements and the proposed Contract Documents but if no such date is indicated, it means the date on (including all Addenda). which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 8. Bidding Requirements--The Advertisement or Invitation to Bid, Instructions to Bidders, bid security of 19.Engineer--The individual or entity named as acceptable form, if any, and the Bid Form with any such in the Agreement. supplements. 20. Field Order--A written order issued by 9. Change Order--A document recommended by Engineer which requires minor changes in the Work but Engineer which is signed by Contractor and Owner and which does not involve a change in the Contract Price or authorizes an addition, deletion, or revision in the Work the Contract Times. or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-7 21. General Requirements--Sections of Division 33. Project--The total construction of which the 1 of the Specifications. The General Requirements pertain Work to be performed under the Contract Documents may to all sections of the Specifications. be the whole,or a part. 22. Hazardous Environmental Condition--The 34. Project Manual--The bound documentary presence at the Site of Asbestos, PCBs, Petroleum, information prepared for bidding and constructing the Hazardous Waste, or Radioactive Material in such Work. A listing of the contents of the Project Manual, quantities or circumstances that may present a substantial which may be bound in one or more volumes, is danger to persons or property exposed thereto in contained in the table(s)of contents. connection with the Work. 35.Radioactive Material--Source, special nude- 23. Hazardous Waste--The term Hazardous ar,or byproduct material as defined by the Atomic Energy Waste shall have the meaning provided in Section 1004 of Act of 1954 (42 USC Section 2011 et seq.) as amended the Solid Waste Disposal Act (42 USC Section 6903) as from time to time. amended from time to time. 36.Related Entity--An officer,director,partner, 24.Laws and Regulations;Laws or Regulations- employee,agent,consultant,or subcontractor. -Any and all applicable laws,rules,regulations, ordinanc- es, codes, and orders of any and all governmental bodies, 37. Resident Project Representative--The autho- agencies,authorities,and courts having jurisdiction. rized representative of Engineer who may be assigned to the Site or any part thereof. 25. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or 38. Samples--Physical examples of materials, personal property. equipment, or workmanship that are representative of some portion of the Work and which establish the 26.Milestone--A principal event specified in the standards by which such portion of the Work will be Contract Documents relating to an intermediate comple- judged. tion date or time prior to Substantial Completion of all the Work. 39.Schedule of Submittals--A schedule,prepared and maintained by Contractor, of required submittals and 27. Notice of Award--The written notice by the time requirements to support scheduled performance Owner to the Successful Bidder stating that upon timely of related construction activities. compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the 40. Schedule of Values--A schedule, prepared Agreement. and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used 28.Notice to Proceed--A written notice given by as the basis for reviewing Contractor's Applications for Owner to Contractor fixing the date on which the Con- Payment. tract Times will commence to run and on which Contractor shall start to perform the Work under the 41. Shop Drawings--All drawings, diagrams, Contract Documents. illustrations, schedules, and other data or information which are specifically prepared or assembled by or for 29. Owner--The individual or entity with whom Contractor and submitted by Contractor to illustrate some Contractor has entered into the Agreement and for whom portion of the Work. the Work is to be performed. 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 31.Petroleum--Petroleum, including crude oil or easements for access thereto, and such other lands any fraction thereof which is liquid at standard conditions furnished by Owner which are designated for the use of of temperature and pressure (60 degrees Fahrenheit and Contractor. 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, 43. Specifications--That part of the Contract kerosene, and oil mixed with other non-Hazardous Waste Documents consisting of written requirements for and crude oils. materials, equipment, systems, standards and workmanship as applied to the Work, and certain 32.Progress Schedule--A schedule,prepared and administrative requirements and procedural matters maintained by Contractor, describing the sequence and applicable thereto. duration of the activities comprising the Contractor's plan to accomplish the Work within 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. 00700-8 44. Subcontractor--An individual or entityfollowing 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 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 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 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 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 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 but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-9 E.Furnish,Ins tall,Perform,Provide or,if a Notice to Proceed is given,on the day indicated in the Notice to Proceed.A Notice to Proceed may be given 1. The word "furnish,"when used in connection at any time within 30 days after the Effective Date of the with services, materials, or equipment, shall mean to Agreement. In no event will the Contract Times com- supply and deliver said services, materials, or equipment mence to run later than the sixtieth day after the day of to the Site(or some other specified location)ready for use Bid opening or the thirtieth day after the Effective Date of or installation and in usable or operable condition. the Agreement,whichever date is earlier. 2. The word "install," when used in connection 2.04 Starting the Work with services, materials, or equipment, shall mean to put into use or place in fmal position said services, materials, A. Contractor shall start to perform the Work on or equipment complete and ready for intended use. the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which 3.The words"perform"or"provide,"when used the Contract Times commence to run. in connection with services,materials,or equipment, shall mean to furnish and install said services, materials, or 2.05 Before Starting Construction equipment complete and ready for intended use. A. Preliminary Schedules: Within 10 days after 4. When"furnish,""install,""perform,"or"pro- the Effective Date of the Agreement (unless otherwise vide"is not used in connection with services,materials,or specified in the General Requirements), Contractor shall equipment in a context clearly requiring an obligation of submit to Engineer for timely review: Contractor,"provide"is implied. 1. a preliminary Progress Schedule; indicating F. Unless stated otherwise in the Contract Docu- the times (numbers of days or dates) for starting and ments, words or phrases which have a well-known completing the various stages of the Work, including any technical or construction industry or trade meaning are Milestones specified in the Contract Documents; used in the Contract Documents in accordance with such recognized meaning. 2.a preliminary Schedule of Submittals;and 3.a preliminary Schedule of Values for all of the ARTICLE 2-PRELIMINARY MATTERS Work which includes quantities and prices of items which when added together equal the Contract Price and subdi- vides the Work into component parts in sufficient detail to 2.01 Delivery of Bonds and Evidence of Insurance serve as the basis for progress payments during performance of the Work. Such prices will include an A. When Contractor delivers the executed appropriate amount of overhead and profit applicable to counterparts of the Agreement to Owner, Contractor shall each item of Work. also deliver to Owner such bonds as Contractor may be required to furnish. 2.06 Preconstruction Conference B. Evidence of Insurance: Before any Work at A. Before any Work at the Site is started, a the Site is started, Contractor and Owner shall each conference attended by Owner, Contractor,Engineer, and 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 which Contractor and Owner respectively are required to submittals, processing Applications for Payment, and purchase and maintain in accordance with Article 5. maintaining required records. 2.02 Copies of Documents 2.07 Initial Acceptance of Schedules A. Owner shall furnish to Contractor up to ten A.At least 10 days before submission of the first printed or hard copies of the Drawings and Project Application for Payment a conference attended by Manual.Additional copies will be furnished upon request Contractor, Engineer, and others as appropriate will be at the cost of reproduction. held to review for acceptability to Engineer as provided below the schedules submitted in accordance with 2.03 Commencement of Contract Times; Notice to Paragraph 2.05.A. Contractor shall have an additional 10 Proceed days to make corrections and adjustments and to complete and resubmit the schedules.No progress payment shall be A.The Contract Times will commence to run on made to Contractor until acceptable schedules are the thirtieth day after the Effective Date of the Agreement submitted to Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-10 responsibilities of Owner, Contractor, or Engineer, or any 1. The Progress Schedule will be acceptable to of their subcontractors, consultants, agents, or employees Engineer if it provides an orderly progression of the Work from those set forth in the Contract Documents. No such 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 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 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. 00700-11 (unless such an interpretation of the provisions sole risk. If there is a discrepancy between the electronic of the Contract Documents would result in viola- files and the hard copies,the hard copies govern. tion of such Law or Regulation). B. Because data stored in electronic media 3.04 Amending and Supplementing Contract format can deteriorate or be modified inadvertently or Documents otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform A. The Contract Documents may be amended to acceptance tests or procedures within 60 days,after which provide for additions,deletions,and revisions in the Work the receiving party shall be deemed to have accepted the or to modify the terms and conditions thereof by either a data thus transferred. Any errors detected within the 60- Change Order or a Work Change Directive. day acceptance period will be corrected by the transferring party.. B. The requirements of the Contract Documents may be supplemented, and minor variations and C. When transferring documents in electronic deviations in the Work may be authorized,by one or more media format, the transferring party makes no of the following ways: representations as to long term compatibility,usability, or readability of documents resulting from the use of 1.A Field Order; software application packages, operating systems, or computer hardware differing from those used by the 2. Engineer's approval of a Shop Drawing or data's creator. Sample; (Subject to the provisions of Paragraph 6.17.D.3);or ARTICLE 4 - AVAILABILITY OF LANDS; 3. Engineer's written interpretation or SUBSURFACE AND PHYSICAL CONDITIONS; clarification. HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier 4.01 Availability of Lands or other individual or entity performing or furnishing all of the Work under a direct or indirect contract with A. Owner shall furnish the Site. Owner shall Contractor,shall not: notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the 1. have or acquire any title to or ownership Site with which Contractor must comply in performing rights in any of the Drawings, Specifications, or the Work. Owner will obtain in a timely manner and pay other documents (or copies of any thereof)prepared by or for easements for permanent structures or permanent bearing the seal of Engineer or Engineer's consultants, changes in existing facilities.If Contractor and Owner are including electronic media editions;or unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or 2. reuse any of such Drawings, Specifications, Contract Times, or both, as a result of any delay in other documents, or copies thereof on extensions Owner's furnishing the Site or a part thereof, Contractor of the Project or any other project without written consent may make a Claim therefor as provided in Paragraph of Owner and Engineer and specific written verification 10.05. or adaption by Engineer. B.Upon reasonable written request, Owner shall B. The prohibition of this Paragraph 3.05 will furnish Contractor with a current statement of record legal survive final payment, or termination of the Contract. title and legal description of the lands upon which the Nothing herein shall preclude Contractor from retaining Work is to be performed and Owner's interest therein as copies of the Contract Documents for record purposes. necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with 3.06 Electronic Data applicable Laws and Regulations. A. Copies of data furnished by Owner or C. Contractor shall provide for all additional Engineer to Contractor or Contractor to Owner or lands and access thereto that may be required for Engineer that may be relied upon are limited to the temporary construction facilities or storage of materials printed copies (also known as hard copies). Files in and equipment. electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-12 4.02 Subsurface and Physical Conditions 4. is of an unusual nature, and differs materially 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 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 Deering 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-13 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 3. If Owner and Contractor are unable to agree consequences of the existence or location of the Under- on entitlement to or on the amount or extent, if any, of ground Facility. During such time, Contractor shall be any adjustment in the Contract Price or Contract Times, responsible for the safety and protection of such or both, a Claim may be made therefor as provided in Underground Facility. Paragraph 10.05.However, Owner and Engineer, and any of their Related Entities shall not be liable to Contractor 2. If Engineer concludes that a change in the for any claims, costs, losses, or damages (including but Contract Documents is required, a Work Change not limited to all fees and charges of engineers,architects, Directive or a Change Order will be issued to reflect and - - attorneys, and other professionals and all court or document such consequences. An equitable adjustment arbitration or other dispute resolution costs) sustained by shall be made in the Contract Price or Contract Times, or Contractor on or in connection with any other project or both, to the extent that they are attributable to the anticipated project. existence or location of any Underground Facility that was not shown or indicated or not shown or indicated 4.04 Underground Facilities with reasonable accuracy in the Contract Documents and 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 respect to existing Underground Facilities at or entitlement to or on the amount or extent, if any, of any contiguous to the Site is based on information and data such adjustment in Contract Price or Contract Times, furnished to Owner or Engineer by the owners of such Owner or Contractor may make a Claim therefor as Underground Facilities, including Owner, or by others. provided in Paragraph 10.05. Unless it is otherwise expressly provided in the Sup- plementary Conditions: 4.05 Reference Points 1. Owner and Engineer shall not be responsible A. Owner shall provide engineering surveys to for the accuracy or completeness of any such information establish reference points for construction which in or data;and Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible 2. the cost of all of the following will be for laying out the Work, shall protect and preserve the included in the Contract Price, and Contractor shall have established reference points and property monuments,and full responsibility for: shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to a. reviewing and checking all such information Engineer whenever any reference point or property and data, monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and b. locating all Underground Facilities shown or shall be responsible for the accurate replacement or indicated in the Contract Documents, relocation of such reference points or property monuments by professionally qualified personnel. c. coordination of the Work with the owners of such Underground Facilities, including Owner, 4.06 Hazardous Environmental Condition at Site during construction,and A.Reports and Drawings: Reference is made to d. the safety and protection of all such Under- the Supplementary Conditions for the identification of ground Facilities and repairing any damage those reports and drawings relating to a Hazardous thereto resulting from the Work. Environmental Condition identified at the Site,if any,that have been utilized by the Engineer in the preparation of B.Not Shown or Indicated the Contract Documents. 1. If an Underground Facility is uncovered or B.Limited Reliance by Contractor on Technical revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general or indicated, or not shown or indicated with reasonable accuracy of the"technical data"contained in such reports accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified disturbing conditions affected thereby or performing any in the Supplementary Conditions.Except for such reliance Work in connection therewith(except in an emergency as on such"technical data,"Contractor may not rely upon or required by Paragraph 6.16.A),identify the owner of such make any claim against Owner or Engineer, or any of Underground Facility and give written notice to that their Related Entities with respect to: owner and to Owner and Engineer. Engineer will EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-14 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 copse- 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 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 final 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. 00700-15 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 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 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 Hies" 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, must be accompanied by a certified copy of the agent's occupational sickness or disease, or death of Contractor's authority to act. employees; C. If the surety on any bond furnished by 3. claims for damages because of bodily injury, Contractor is declared bankrupt or becomes insolvent or sickness or disease, or death of any person other than its right to do business is terminated in any state where Contractor's employees; any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall 4. claims for damages insured by reasonably promptly notify Owner and Engineer and shall,within 20 available personal injury liability coverage which are sus- days after the event giving rise to such notification, tained: provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and a.by any person as a result of an offense directly 5.02. or indirectly related to the employment of such person by Contractor,or 5.02 Licensed Sureties and Insurers b.by any other person for any other reason; A. All bonds and insurance required by the Contract Documents to be purchased and maintained by 5. claims for damages, other than to the Work Owner or Contractor shall be obtained from surety or itself, because of injury to or destruction of tangible insurance companies that are duly licensed or authorized property wherever located, including loss of use resulting in the jurisdiction in which the Project is located to issue therefrom;and bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall 6.claims for damages because of bodily injury or also meet such additional requirements and qualifications death of any person or property damage arising out of the as may be provided in the Supplementary Conditions. ownership,maintenance or use of any motor vehicle. 5.03 Certificates of Insurance B. The policies of insurance required by this Paragraph 5.04 shall: A.Contractor shall deliver to Owner,with copies to each additional insured identified in the Supplementary 1. with respect to insurance required by Conditions, certificates of insurance (and other evidence Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include of insurance requested by Owner or any other additional as additional insured (subject to any customary exclusion insured) which Contractor is required to purchase and regarding professional liability)Owner and Engineer, and maintain. any other individuals or entities identified in the Supple- mentary Conditions, all of whom shall be listed as addi- B. Owner shall deliver to Contractor,with copies tional insureds, and include coverage for the respective to each additional insured identified in the Supplementary officers, directors, partners, employees, agents, Conditions, certificates of insurance (and other evidence consultants and subcontractors of each and any of all such of insurance requested by Contractor or any other additional insureds, and the insurance afforded to these additional insured) which Owner is required to purchase additional insureds shall provide primary coverage for all and maintain. claims covered thereby; 5.04 Contractor's Liability Insurance 2. include at least the specific coverages and be written for not less than the limits of liability provided in A. Contractor shall purchase and maintain such the Supplementary Conditions or required by Laws or liability and other insurance as is appropriate for the Regulations,whichever is greater; Work being performed and as will provide protection EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-16 3.include completed operations insurance; 2. be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall 4. include contractual liability insurance at least include insurance for physical loss or damage to 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 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) 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 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 fmal payment. Owner; 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 fmal 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. 00700-17 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 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 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 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. shall in writing advise Contractor whether or not such other insurance has been procured by Owner. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred 5.07 Waiver of Rights to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, A. Owner and Contractor intend that all policies damage, or consequential loss, the insurers will have no 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 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 thereunder. Owner and Contractor waive all rights against Paragraph 5.08.B. Owner shall deposit in a separate each other and their respective officers, directors, account any money so received and shall distribute it in partners, employees, agents, consultants and accordance with such agreement as the parties in interest subcontractors of each and any of them for all losses and may reach. If no other special agreement is reached, the damages caused by,arising out of or resulting from any of damaged Work shall be repaired or replaced, the moneys the perils or causes of loss covered by such policies and so received applied on account thereof, and the Work and any other property insurance applicable to the Work; and, the cost thereof covered by an appropriate Change Order. in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities B. Owner as fiduciary shall have power to adjust identified in the Supplementary Conditions to be listed as and settle any loss with the insurers unless one of the insured or additional insured (and the officers, directors, parties in interest shall object in writing within 15 days partners, employees, agents, consultants and after the occurrence of loss to Owner's exercise of this subcontractors of each and any of them) under such power. If such objection be made, Owner as fiduciary policies for losses and damages so caused. None of the shall make settlement with the insurers in accordance with above waivers shall extend to the rights that any party such agreement as the parties in interest may reach. If no making such waiver may have to the proceeds of such agreement among the parties in interest is reached, insurance held by Owner as trustee or otherwise payable Owner as fiduciary shall adjust and settle the loss with the under any policy so issued. insurers and, if required in writing by any party in 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, partners, employees, agents, consultants and 5.09 Acceptance of Bonds and Insurance; Option to subcontractors of each and any of them for: Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-18 Documents, the objecting party shall so notify the other received from the superintendent shall be binding on 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 parry'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, 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 fords it necessary to occupy or use a 6.03 Services,Materials, and Equipment portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph A. Unless otherwise specified in the Contract 14.05, no such use or occupancy shall commence before Documents, Contractor shall provide and assume full 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-19 I 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 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 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 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 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 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. contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is c. The requirements for review by Engineer will permitted, other items of material or equipment or be as set forth in Paragraph 6.05.A.2.d, as material or equipment of other Suppliers may be supplemented in the General Requirements and submitted to Engineer for review under the circumstances as Engineer may decide is appropriate under the described below. circumstances. 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: 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 tote item will: 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, strength,and design characteristics; 2)will state: 2) it will reliably perform at least a)the extent,if any,to which the use of equally well the function and achieve the results the proposed substitute item will preju- imposed by the design concept of the completed dice Contractor's achievement of Project as a functioning whole, Substantial Completion on time; 3)it has a proven record of performance b) whether or not use of the proposed and availability of responsive service;and substitute item in the Work will require a change in any of the Contract Docu- b. Contractor certifies that, if approved and ments (or in the provisions of any other incorporated into the Work: direct contract with Owner for other work on the Project)to adapt the design 1) there will be no increase in cost to to the proposed substitute item;and the Owner or increase in Contract Times,and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-20 c) whether or not incorporation or use Documents (or in the provisions of any other direct of the proposed substitute item in con- contract with Owner) resulting from the acceptance of 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 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 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 any 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. 00700-21 or entity except as may otherwise be required by Laws B. To the fullest extent permitted by Laws and and Regulations. Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, D. Contractor shall be solely responsible for partners, employees, agents, consultants and scheduling and coordinating the Work of Subcontractors, subcontractors of each and any of them from and against Suppliers, and other individuals or entities performing or all claims, costs, losses, and damages (including but not furnishing any of the Work under a direct or indirect limited to all fees and charges of engineers, architects, contract with Contractor. attorneys, and other professionals and all court or arbitration or other dispute resolution costs)arising out of E. Contractor shall require all Subcontractors, or relating to any infringement of patent rights or Suppliers, and such other individuals or entities per- copyrights incident to the use in the performance of the forming or furnishing any of the Work to communicate Work or resulting from the incorporation in the Work of with Engineer through Contractor. any invention, design, process, product, or device not specified in the Contract Documents. F. The divisions and sections of the Specifica- tions and the identifications of any Drawings shall not 6.08 Permits control Contractor in dividing the Work among Subcon- tractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the Supple- performed by any specific trade. mentary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist G. All Work performed for Contractor by a Contractor, when necessary, in obtaining such permits Subcontractor or Supplier will be pursuant to an appro- and licenses. Contractor shall pay all governmental priate agreement between Contractor and the charges and inspection fees necessary for the prosecution Subcontractor or Supplier which specifically binds the of the Work which are applicable at the time of opening Subcontractor or Supplier to the applicable terms and of Bids, or, if there are no Bids, on the Effective Date of conditions of the Contract Documents for the benefit of the Agreement. Owner shall pay all charges of utility Owner and Engineer. Whenever any such agreement is owners for connections for providing permanent service with a Subcontractor or Supplier who is listed as an to the Work. additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations and the Subcontractor or Supplier will contain provisions 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 (and the officers, directors, partners, employees, agents, Regulations, neither Owner nor Engineer shall be consultants and subcontractors of each and any of them) responsible for monitoring Contractor's compliance with for all losses and damages caused by, arising out of, any Laws or Regulations. relating to,or resulting from any of the perils or causes of loss covered by such policies and any other property B. If Contractor performs any Work knowing or insurance applicable to the Work. If the insurers on any having reason to know that it is contrary to Laws or such policies require separate waiver forms to be signed Regulations, Contractor shall bear all claims, costs, by any Subcontractor or Supplier, Contractor will obtain losses, and damages (including but not limited to all fees the same. and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute 6.07 Patent Fees and Royalties resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's primary A. Contractor shall pay all license fees and responsibility to make certain that the Specifications and royalties and assume all costs incident to the use in the Drawings are in accordance with Laws and Regulations, performance of the Work or the incorporation in the Work but this shall not relieve Contractor of Contractor's of any invention, design, process, product, or device obligations under Paragraph 3.03. which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, C. Changes in Laws or Regulations not known at or device is specified in the Contract Documents for use the time of opening of Bids (or, on the Effective Date of in the performance of the Work and if to the actual the Agreement if there were no Bids)having an effect on knowledge of Owner or Engineer its use is subject to the cost or time of performance of the Work shall be the patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract license fee or royalty to others, the existence of such Times. If Owner and Contractor are unable to agree on rights shall be disclosed by Owner in the Contract entitlement to or on the amount or extent, if any, of any Documents. such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-22 it 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. 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, 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 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 (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. 00700-23 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, 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 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 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 with Substantial Completion). a. Submit number of Samples specified in the Specifications. 6.14 Safety Representative 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 and the maintaining and supervising of safety precautions review the submittal for the limited purposes and programs. required by Paragraph 6.17.D. 6.15 Hazard Communication Programs B.Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals A. Contractor shall be responsible for coordi- , any related Work performed prior to Engineer's review nating any exchange of material safety data sheets or and approval of the pertinent submittal will be at the sole other hazard communication information required to be expense and responsibility of Contractor. made available to or exchanged between or among employers at the Site in accordance with Laws or C. Submittal Procedures Regulations. 1. Before submitting each Shop Drawing or 6.16 Emergencies Sample,Contractor shall have determined and verified: A. In emergencies affecting the safety or protec- a. all field measurements,quantities,dimensions, tion of persons or the Work or property at the Site or specified performance and design criteria, adjacent thereto, Contractor is obligated to act to prevent installation requirements, materials, catalog threatened damage, injury, or loss. Contractor shall give numbers, and similar information with respect Engineer prompt written notice if Contractor believes that thereto; any significant changes in the Work or variations from the Contract Documents have been caused thereby or are b. the suitability of all materials with respect to required as a result thereof. If Engineer determines that a intended use, fabrication, shipping, handling, change in the Contract Documents is required because of storage, assembly, and installation pertaining to the action taken by Contractor in response to such an the performance of the Work; emergency, a Work Change Directive or Change Order will be issued. c. all information relative to Contractor's responsibilities for means, methods, techniques, 6.17 Shop Drawings and Samples sequences, and procedures of construction, and safety precautions and programs incident thereto; A. Contractor shall submit Shop Drawings and and Samples to Engineer for review and approval in accor- dance with the acceptable Schedule of Submittals (as d. shall also have reviewed and coordinated each required by Paragraph 2.07). Each submittal will be Shop Drawing or Sample with other Shop identified as Engineer may require. Drawings and Samples and with the requirements of the Work and the Contract 1. Shop Drawings Documents. a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific General Requirements. written certification that Contractor has satisfied Contractor's obligations under the Contract Documents EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-24 with respect to Contractor's review and approval of that disagreements with Owner. No Work shall be delayed or submittal. postponed pending resolution of any disputes or disagreements,except as permitted by Paragraph 15.04 or 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 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 1. 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 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; 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; 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; 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. 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, it 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. 00700-25 arbitration or other dispute resolution costs) arising out of shall appear on all drawings, calculations, specifications, or relating to the performance of the Work,provided that certifications, Shop Drawings and other submittals any such claim, cost, loss, or damage is attributable to prepared by such professional. Shop Drawings and other bodily injury,sickness,disease,or death,or to injury to or submittals related to the Work designed or certified by destruction of tangible property (other than the Work such professional, if prepared by others, shall bear such itself), including the loss of use resulting therefrom but professional's written approval when submitted to only to the extent caused by any negligent act or omission Engineer. of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any C. Owner and Engineer shall be entitled to rely of them to perform any of the Work or anyone for whose upon the adequacy, accuracy and completeness of the acts any of them may be liable. services, certifications or approvals performed by such design professionals, provided Owner and Engineer have B. In any and all claims against Owner or specified to Contractor all performance and design criteria Engineer or any of their respective consultants, agents, that such services must satisfy. officers, directors,partners, or employees by any employ- ee (or the survivor or personal representative of such D. Pursuant to this Paragraph 6.21, Engineer's employee) of Contractor, any Subcontractor, any review and approval of design calculations and design Supplier, or any individual or entity directly or indirectly drawings will be only for the limited purpose of checking employed by any of them to perform any of the Work, or for conformance with performance and design criteria anyone for whose acts any of them may be liable, the given and the design concept expressed in the Contract indemnification obligation under Paragraph 6.20.A shall Documents. Engineer's review and approval of Shop not be limited in any way by any limitation on the amount Drawings and other submittals(except design calculations or type of damages, compensation, or benefits payable by and design drawings) will be only for the purpose stated or for Contractor or any such Subcontractor, Supplier, or in Paragraph 6.17.D.1. 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. 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 prepare or approve, maps, Drawings, opinions, reports, A. Owner may perform other work related to the surveys,Change Orders,designs,or Specifications;or Project at the Site with Owner's employees, or via other direct contracts therefor,or have other work performed by 2. giving directions or instructions, or failing to utility owners.If such other work is not noted in the Con- give them, if that is the primary cause of the injury or tract Documents,then: damage. 1. written notice thereof will be given to 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 specifically required by the Contract Documents for a any adjustment in the Contract Price or Contract Times portion of the Work or unless such services are required that should be allowed as a result of such other work, a to carry out Contractor's responsibilities for construction Claim may be made therefor as provided in Paragraph means, methods, techniques, sequences and procedures. 10.05. Contractor shall not be required to provide professional services in violation of applicable law. B. Contractor shall afford each other contractor who is a party to such a direct contract,each utility owner B. If professional design services or and Owner, if Owner is performing other work with certifications by a design professional related to systems, Owner's employees, proper and safe access to the Site, a materials or equipment are specifically required of reasonable opportunity for the introduction and storage of Contractor by the Contract Documents, Owner and materials and equipment and the execution of such other Engineer will specify all performance and design criteria work, and shall properly coordinate the Work with theirs. that such services must satisfy. Contractor shall cause Contractor shall do all cutting,fitting,and patching of the such services or certifications to be provided by a Work that may be required to properly connect or properly licensed professional, whose signature and seal otherwise make its several parts come together and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-26 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 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 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. 00700-27 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 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 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 precautions and programs incident thereto, or for any 8.10 Undisclosed Hazardous Environmental failure of Contractor to comply with Laws and Condition Regulations applicable to the performance of the Work. A. Owner's responsibility in respect to an undis- 9.03 Project Representative closed Hazardous Environmental Condition is set forth in Paragraph 4.06. A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist 8.11 Evidence of Financial Arrangements Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such A. If and to the extent Owner has agreed to Resident Project Representative and assistants will be as furnish Contractor reasonable evidence that financial provided in the Supplementary Conditions, and arrangements have been made to satisfy Owner's limitations on the responsibilities thereof will be as obligations under the Contract Documents, Owner's provided in Paragraph 9.09. If Owner designates another responsibility in respect thereof will be as set forth in the representative or agent to represent Owner at the Site who Supplementary Conditions. is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of 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 A. Engineer will be Owner's representative Documents which do not involve an adjustment in the during the construction period. The duties and responsi- Contract Price or the Contract Times and are compatible bilities and the limitations of authority of Engineer as with the design concept of the completed Project as a Owner's representative during construction are set forth functioning whole as indicated by the Contract Docu- in the Contract Documents and will not be changed ments. These may be accomplished by a Field Order and without written consent of Owner and Engineer. will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or 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 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 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. 00700-28 partiality to Owner or Contractor and will not be liable in 9.06 Shop Drawings, Change Orders and Payments connection with any interpretation or decision rendered in good faith in such capacity. 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. 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. 00700-29 promptly proceed with the Work involved which will be 10.05 Claims performed under the applicable conditions of the Contract Documents(except as otherwise specifically provided). A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09,shall be B. If Owner and Contractor are unable to agree referred to the Engineer for decision. A decision by on entitlement to,or on the amount or extent,if any,of an Engineer shall be required as a condition precedent to any adjustment in the Contract Price or Contract Times, or exercise by Owner or Contractor of any rights or remedies both,that should be allowed as a result of a Work Change either may otherwise have under the Contract Documents Directive, a Claim may be made therefor as provided in or by Laws and Regulations in respect of such Claims. Paragraph 10.05. B. Notice: Written notice stating the general 10.02 Unauthorized Changes in the Work nature of each Claim,shall be delivered by the claimant to Engineer and the other party to the Contract promptly(but A.Contractor shall not be entitled to an increase in no event later than 30 days) after the start of the event in the Contract Price or an extension of the Contract giving rise thereto. The responsibility to substantiate a Times with respect to any work performed that is not Claim shall rest with the party making the Claim. Notice required by the Contract Documents as amended, of the amount or extent of the Claim,with supporting data modified,or supplemented as provided in Paragraph 3.04, shall be delivered to the Engineer and the other party to except in the case of an emergency as provided in the Contract within 60 days after the start of such event Paragraph 6.16 or in the case of uncovering Work as (unless Engineer allows additional time for claimant to provided in Paragraph 13.04.B. submit additional or more accurate data in support of such Claim).A Claim for an adjustment in Contract Price shall 10.03 Execution of Change Orders be prepared in accordance with the provisions of Paragraph 12.01.B.A Claim for an adjustment in Contract 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 Owner pursuant to Paragraph 10.01.A, (ii) required believes it is entitled as a result of said event. The because of acceptance of defective Work under Paragraph opposing party shall submit any response to Engineer and 13.08.A or Owner's correction of defective Work under the claimant within 30 days after receipt of the claimant's Paragraph 13.09,or(iii)agreed to by the parties; last submittal(unless Engineer allows additional time). 2. changes in the Contract Price or Contract C.Engineer's Action: Engineer will review each Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions and in writing: 3. changes in the Contract Price or Contract 1.deny the Claim in whole or in part, Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 2.approve the Claim,or 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such 3.notify the parties that the Engineer is unable to -- decision in accordance with the provisions of the Contract resolve the Claim if, in the Engineer's sole discretion, it Documents and applicable Laws and Regulations, but would be inappropriate for the Engineer to do so. For during any such appeal, Contractor shall carry on the purposes of further resolution of the Claim, such notice Work and adhere to the Progress Schedule as provided in shall be deemed a denial. Paragraph 6.18.A. D.In the event that Engineer does not take action 10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be deemed denied. A. If notice of any change affecting the general scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph Documents (including, but not limited to, Contract Price 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or or Contract Times) is required by the provisions of any 10.05.D will be final and binding upon Owner and bond to be given to a surety,the giving of any such notice Contractor, unless Owner or Contractor invoke the will be Contractor's responsibility. The amount of each dispute resolution procedure set forth in Article 16 within applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. any such change. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-30 F.No Claim for an adjustment in Contract Price Contractor and shall deliver such bids to Owner,who will or Contract Times will be valid if not submitted in then determine, with the advice of Engineer, which bids, accordance with this Paragraph 10.05. if any,will be acceptable.If any subcontract provides that 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 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 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 them may 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 may be obtained. by insurance or otherwise, sustained by Contractor in connection with the performance 3. Payments made by Contractor to of the Work (except losses and damages within 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. 00700-31 resulted from causes other than the negligence of be determined as set forth in the Agreement. When the Contractor, any Subcontractor, or anyone value of any Work covered by a Change Order or when a directly or indirectly employed by any of them or Claim for an adjustment in Contract Price is determined for whose acts any of them may be liable. Such on the basis of Cost of the Work,Contractor's fee shall be losses shall include settlements made with the determined as set forth in Paragraph 12.01.C. written consent and approval of Owner.No such losses, damages, and expenses shall be included D. Documentation: Whenever the Cost of the in the Cost of the Work for the purpose of Work for any purpose is to be determined pursuant to determining Contractor's fee. Paragraphs 11.01.A and 11.01.B,Contractor will establish and maintain records thereof in accordance with generally g. The cost of utilities, fuel, and sanitary accepted accounting practices and submit in a form facilities at the Site. acceptable to Engineer an itemized cost breakdown together with supporting data. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the 11.02 Allowances Site, expresses, and similar petty cash items in connection with the Work. A. It is understood that Contractor has included in the Contract Price all allowances so named in the i. The costs of premiums for all bonds and Contract Documents and shall cause the Work so covered insurance Contractor is required by the Contract to be performed for such sums and by such persons or Documents to purchase and maintain. entities as may be acceptable to Owner and Engineer. B. Costs Excluded: The term Cost of the Work B. Cash Allowances shall not include any of the following items: 1. Contractor agrees that: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of a. the cash allowances include the cost to partnerships and sole proprietorships), general managers, Contractor (less any applicable trade discounts) safety managers, engineers, architects, estimators, attor- of materials and equipment required by the neys, auditors, accountants, purchasing and contracting allowances to be delivered at the Site, and all agents, expediters, timekeepers, clerks, and other applicable taxes;and personnel employed by Contractor,whether at the Site or in Contractor's principal or branch office for general b. Contractor's costs for unloading and handling administration of the Work and not specifically included on the Site, labor, installation , overhead, profit, in the agreed upon schedule of job classifications referred and other expenses contemplated for the cash to in Paragraph 11.01.A.1 or specifically covered by allowances have been included in the Contract Paragraph 11.01.A.4, all of which are to be considered Price and not in the allowances, and no demand administrative costs covered by the Contractor's fee. for additional payment on account of any of the foregoing will be valid. 2.Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. C.Contingency Allowance 3. Any part of Contractor's capital expenses, 1. Contractor agrees that a contingency including interest on Contractor's capital employed for allowance, if any, is for the sole use of Owner to cover the Work and charges against Contractor for delinquent unanticipated costs. payments. D.Prior to final payment,an appropriate Change 4. Costs due to the negligence of Contractor, any Order will be issued as recommended by Engineer to Subcontractor, or anyone directly or indirectly employed reflect actual amounts due Contractor on account of Work by any of them or for whose acts any of them may be covered by allowances, and the Contract Price shall be liable, including but not limited to, the correction of correspondingly adjusted. defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to 11.03 Unit Price Work property. A. Where the Contract Documents provide that 5. Other overhead or general expense costs of all or part of the Work is to be Unit Price Work, initially any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit expressly included in Paragraphs 11.01.A and 11.01.B. Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work C. Contractor's Fee: When all the Work is times the estimated quantity of each item as indicated in performed on the basis of cost-plus,Contractor's fee shall the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-32 _ allowance for overhead and profit not necessarily in 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 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 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 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. 00700-33 by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF B. Any adjustment of the Contract Times DEFECTIVE WORK covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in 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 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 Contract Times will be extended in an amount equal to 13.02 Access to Work the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the A. Owner, Engineer, their consultants and other control of Contractor shall include, but not be limited to, representatives and personnel of Owner, independent acts or neglect by Owner,acts or neglect of utility owners testing laboratories, and governmental agencies with or other contractors performing other work as contemplat- jurisdictional interests will have access to the Site and the ed by Article 7, fires, floods, epidemics, abnormal Work at reasonable times for their observation, weather conditions,or acts of God. inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise B. If Owner, Engineer, or other contractors or them of Contractor's Site safety procedures and programs utility owners performing other work for Owner as so that they may comply therewith as applicable. contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the 13.03 Tests and Inspections performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract A. Contractor shall give Engineer timely notice Price or the Contract Times , or both. Contractor's of readiness of the Work for all required inspections, entitlement to an adjustment of the Contract Times is tests,or approvals and shall cooperate with inspection and 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 C If Contractor is delayed in the performance or inspections, tests, or approvals required by the Contract progress of the Work by fire, flood, epidemic, abnormal Documents except: weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other 1. for inspections, tests, or approvals covered by 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 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- tract Documents. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any C. If Laws or Regulations of any public body claims, costs, losses, or damages (including but not having jurisdiction require any Work (or part thereof) limited to all fees and charges of Engineers, architects, specifically to be inspected, tested, or approved by an attorneys, and other professionals and all court or employee or other representative of such public body, arbitration or other dispute resolution costs) sustained by Contractor shall assume full responsibility for arranging Contractor on or in connection with any other project or and obtaining such inspections,tests,or approvals,pay all anticipated project. costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. E. Contractor shall not be entitled to an 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. 00700-34 be incorporated in the Work; or acceptance of materials, A.If the Work is defective,or Contractor fails to mix designs,or equipment submitted for approval prior to supply sufficient skilled workers or suitable materials or Contractor's purchase thereof for incorporation in the equipment, or fails to perform the Work in such a way 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 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 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 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 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 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 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. 00700-35 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 or damage, Owner may have the defective Work after written notice from Engineer to correct defective corrected or repaired or may have the rejected Work re- Work or to remove and replace rejected Work as required moved and replaced. All claims, costs, losses, and by Engineer in accordance with Paragraph 13.06.A, or if damages(including but not limited to all fees and charges Contractor fails to perform the Work in accordance with of engineers, architects, attorneys,and other professionals the Contract Documents, or if Contractor fails to comply and all court or arbitration or other dispute resolution with any other provision of the Contract Documents, costs)arising out of or relating to such correction or repair Owner may,after seven days written notice to Contractor, or such removal and replacement (including but not correct or remedy any such deficiency. limited to all costs of repair or replacement of work of others)will be paid by Contractor. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. C. In special circumstances where a particular In connection with such corrective or remedial action, item of equipment is placed in continuous service before Owner may exclude Contractor from all or part of the Substantial Completion of all the Work, the correction Site, take possession of all or part of the Work and period for that item may start to run from an earlier date if suspend Contractor's services related thereto,take posses- so provided in the Specifications. sion of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in D. Where defective Work (and damage to other the Work all materials and equipment stored at the Site or Work resulting therefrom)has been corrected or removed for which Owner has paid Contractor but which are stored and replaced under this Paragraph 13.07, the correction elsewhere. Contractor shall allow Owner, Owner's period hereunder with respect to such Work will be representatives, agents and employees, Owner's other extended for an additional period of one year after such contractors, and Engineer and Engineer's consultants correction or removal and replacement has been access to the Site to enable Owner to exercise the rights satisfactorily completed. and remedies under this Paragraph. 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 of any applicable statute of limitation or repose. costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be 13.08 Acceptance of Defective Work charged against Contractor, and a Change Order will be 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 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 attorneys, and other professionals and all court or repair, or replacement of work of others destroyed or arbitration or other dispute resolution costs)attributable to damaged by correction, removal, or replacement of Owner's evaluation of and determination to accept such Contractor's defective Work. defective Work(such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work D. Contractor shall not be allowed an extension to the extent not otherwise paid by Contractor pursuant to of the Contract Times because of any delay in the this sentence. If any such acceptance occurs prior to performance of the Work attributable to the exercise by Engineer's recommendation of final payment, a Change Owner of Owner's rights and remedies under this 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 Contract Price, reflecting the diminished value of Work ARTICLE 14 - PAYMENTS TO CONTRACTOR AND so accepted. If the parties are unable to agree as to the COMPLETION amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation,an appropriate amount will be 14.01 Schedule of Values paid by Contractor to Owner. A.The Schedule of Values established as provid- 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. 00700-36 payments and will be incorporated into a form of Applica- b. the quality of the Work is generally in accor- 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 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, 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. 00700-37 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- 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 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 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 -_ 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. 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 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. 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 amount recommended by Engineer because: certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to a. claims have been made against Owner on the certificate a tentative list of items to be completed or account of Contractor's performance or furnish- corrected before final payment. Owner shall have seven 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 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 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 of any of the events enumerated in Paragraphs revised tentative list of items to be completed or correct- -- 14.02.B.5.a through 14.02.B.5.c or Paragraph ed) reflecting such changes from the tentative certificate 15.02.A. as Engineer believes justified after consideration of any objections from Owner. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give D. At the time of delivery of the tentative Contractor immediate written notice (with a copy to certificate of Substantial Completion, Engineer will Engineer)stating the reasons for such action and promptly deliver to Owner and Contractor a written recommen- pay Contractor any amount remaining after deduction of dation as to division of responsibilities pending final the amount so withheld. Owner shall promptly pay payment between Owner and Contractor with respect to Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work, 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. 00700-38 Completion, Engineer's aforesaid recommendation will that the Work is incomplete or defective. Contractor shall be binding on Owner and Contractor until fmal 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 14.05 Partial Utilization 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections 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 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. 00700-39 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 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 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 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 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 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 damages,will become due and,will be paid by Owner to 15.02 Owner May Terminate for Cause Contractor. A. The occurrence of any one or more of the 14.08 Final Completion Delayed following events will justify termination for cause: A. If, through no fault of Contractor, final 1. Contractor's persistent failure to perform the completion of the Work is significantly delayed, and if Work in accordance with the Contract Documents 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 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 corrected is less than the retainage stipulated in the of any public body having jurisdiction; Agreement, and if bonds have been furnished as required in Paragraph 5.01,the written consent of the surety to the 3. Contractor's disregard of the authority of payment of the balance due for that portion of the Work Engineer;or fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such 4. Contractor's violation in any substantial way payment. Such payment shall be made under the terms of any provisions of the Contract Documents. 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 14.09 Waiver of Claims Contractor (and surety ) seven days written notice of its intent to terminate the services of Contractor: A. The making and acceptance of final payment will constitute: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, 1. a waiver of all Claims by Owner against appliances, construction equipment, and machinery at the Contractor, except Claims arising from unsettled Liens, Site, and use the same to the full extent they could be from defective Work appearing after final inspection used by Contractor (without liability to Contractor for pursuant to Paragraph 14.06, from failure to comply with trespass or conversion), the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's 2. incorporate in the Work all materials and continuing obligations under the Contract Documents; equipment stored at the Site or for which Owner has paid and Contractor but which are stored elsewhere,and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-40 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 fmally 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 Procedures 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 fmal 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. 00700-41 governed by the Construction Industry Mediation Rules 2. delivered at or sent by registered or certified of the American Arbitration Association in effect as of the mail,postage prepaid, to the last business address known Effective Date of the Agreement. The request for to the giver of the notice. mediation shall be submitted in writing to the American Arbitration Association and the other party to the 17.02 Computation of Times Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. A. When any period of time is referred to in the Contract Documents by days, it will be computed to B. Owner and Contractor shall participate in the exclude the first and include the last day of such period.If mediation process in good faith. The process shall be the last day of any such period falls on a Saturday or concluded within 60 days of filing of the request. The Sunday or on a day made a legal holiday by the law of the date of termination of the mediation shall be determined applicable jurisdiction, such day will be omitted from the by application of the mediation rules referenced above. computation. C. If the Claim is not resolved by mediation, 17.03 Cumulative Remedies Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become A. The duties and obligations imposed by these final and binding 30 days after termination of the General Conditions and the rights and remedies available mediation unless, within that time period, Owner or hereunder to the parties hereto are in addition to, and are Contractor: not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which 1. elects in writing to invoke any dispute are otherwise imposed or available by Laws or Regula- resolution process provided for in the Supplementary tions, by special warranty or guarantee, or by other Conditions,or provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated 2. agrees with the other party to submit the specifically in the Contract Documents in connection with Claim to another dispute resolution process,or each particular duty, obligation, right, and remedy to which they apply. 3. gives written notice to the other party of their intent to submit the Claim to a court of competent 17.04 Survival of Obligations jurisdiction. A.All representations,indemnifications,warran- ties, and guarantees made in, required by, or given in ARTICLE 17-MISCELLANEOUS accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- ments, will survive final payment, completion, and 17.01 Giving Notice acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. A. Whenever any provision of the Contract Documents requires the giving of written notice,it will be 17.05 Controlling Law deemed to have been validly given if: A. This Contract is to be governed by the law of 1. delivered in person to the individual or to a the state in which the Project is located. member of the firm or to an officer of the corporation for whom it is intended,or 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-42 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 00800 SUPPLEMENTAL CONDITIONS SUPPLEMENTS These supplementary conditions modify, change, delete from, or add to the Standard General Conditions of the Construction Contract, EJCDC Document C-700, 2002 edition, to the extent indicated. Where any article, paragraph, subparagraph, or clause of the 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 4.03G in its entirety. INSURANCE Add the following to paragraph 5.03 as subparagraph 5.03.0 and 5.03.D: 5.03.0 The contractor shall assume and agree to hold harmless, indemnify, save, protect, and defend the Albemarle County Service Authority, its officers, agents and employees, against any and all liability for injuries and damages to contractor himself and to contractor's employees, agents, subcontractors, and guests, third parties or otherwise, incident to or resulting from any and all operations performed under the terms of this contract. In addition to any other forms of insurance or bonds required under contracts and specifications pertaining to this project, the following public liability insurance schedule shall apply to all work performed under the terms of this contract. The insurance specified shall be with an insurance company acceptable to the parties hereto and licensed to do business in the Commonwealth of Virginia. 5.03.D Insurance Schedule: The contractor shall carry public liability insurance in amount not less than those specified below, including the contractual liability assumed by the contractor, and shall deliver certificates of insurance from carriers, acceptable to the owner specifying such limits, with the Albemarle County Service Authority, its officers, agents and employees named as additional insureds, and with the Rivanna Water and Sewer Authority, its officers, agents and employees named as additional isureds. 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 subcontracted, the contractor shall require the subcontractor to provide similar Workman's Compensation and Employer's Liability Insurance for all employees of the subcontractor unless such employees are covered by the protection afforded by the contractor. In case any class of employees engaged in hazardous work under this contract Dewberry Engineers Inc. Supplemental Conditions DEI#50075660 00800-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 is not protected under the Workman's Compensation Statute, the contractor shall provide, and shall cause such subcontractor to provide, adequate coverage for the protection of all employees on the project not otherwise protected under applicable provisions of the Statutes relating to Workman's Compensation and Employer's Liability Insurance. The minimum limits of coverage shall be as follows: A. State Statutory B. Applicable Federal Statutory C. Employer's Liability $500,000 D. Benefits required by union labor contracts As Applicable 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 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 B. Property Damage $1,000,000 Each Occurrence $1,000,000 Annual Aggregate 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 performingwork under this contract from anyclaims 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 Dewberry Engineers Inc. Supplemental Conditions DEI#50075660 00800-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 coverage shall be as follows: Combined single limits for bodily injury and property damage. A. Bodily $1,000,000 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: 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 and Rivanna Water and Sewer Authority will be provided by endorsement as additional insureds on contractor's general liability policy. Delete paragraph 5.05 in its entirety. Modify the first sentence in paragraph 5.06.E to read as follows: Contractor shall purchase and maintain such boiler and machinery insurance as may be required by the supplementary 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. Dewberry Engineers Inc. Supplemental Conditions DEI#50075660 00800-3 Albemarle Count y Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 Delete paragraph 5.08.E in its entirety. Modify paragraph 5.09.A to read as follows: 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 in accordance with paragraph 2.05.C. 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 himself and comply with the provisions of Section 2.2-4201, 2.2-4311 and 2.2 4312. PROGRESS PAYMENTS Progress payments shall conform to the requirements specified in the Form of Agreement, except as specified in Article 14, Payments to Contractor and Completion, for requirements not covered in the Form of Agreement. Retainage in the amount of five percent (5%) with respect to progress payments will be stipulated in the Agreement to be withheld until substantial completion of the work. No reduction in the retainage will be made prior to substantial completion of the work. The Agreement will further stipulate that upon substantial completion of the work, the amount to be retained shall be reduced to the amount determined by the Engineer or withheld by the owner to cover the cost of work remaining to be completed or withheld in accordance with paragraph 14.02.B.5 of the General Conditions. The Form of Agreement shall be modified in accordance with the retainage requirements. Subject to the provisions of Article 14 of the General Conditions, the Agreement will stipulate that the owner will make progress payments on or about the 15th day of the month following each application for payment. The contractor shall submit his application for payment on or about the 1st day of the month. The application shall include work through the 25th 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 he must complete an Escrow Agreement available from the owner and return it with the executed Contract Agreement. Dewberry Engineers Inc. Supplemental Conditions DEI#50075660 00800-4 L_ Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 ARTICLE 16- DISPUTE RESOLUTION Add the following paragraph to Article 16, Section 16.01 C as paragraph 4: 4. Venue for purposes of resolution in the court system shall be in the Albemarle County General District Court or the Albemarle County Circuit Court. END OF SECTION 00800 P:\ACSA15\50075660\Specs\Parking Lot\00800- Supplemental Conditions.doc Dewberry Engineers Inc. Supplemental Conditions DEI#50075660 00800-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Supplemental Conditions DEI#50075660 00800-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 00850 ALBEMARLE COUNTY SERVICE AUTHORITY ESCROW AGREEMENT THIS AGREEMENT, made and entered into this day of ,20 , by and among ALBEMARLE COUNTY SERVICE AUTHORITY, a public body politic and corporate, organized and existing under the laws of the Commonwealth of Virginia (the "Authority"), 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: Albemarle County Service Authority and Contractor have entered into a contract for the Albemarle County Service Authority's OPERATIONS CENTER EXPANSION PARKING LOT EXPANSION. This Agreement is pursuant to, but in no way amends or modifies, the Contract. Payments made hereunder or the release of funds from escrow shall not be deemed approval or acceptance of performance by the Contractor. In order to assure full and satisfactory performance by the Contractor of its obligations under the Contract, Albemarle County Service Authority is required thereby to retain certain amounts otherwise due Contractor. Contractor has, with the approval of Albemarle County Service Authority, 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 Albemarle County Service Authority and the Contractor. Albemarle County Service Authority 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 Albemarle County Service Authority, the Contractor shall look solely to the Bank for the payment of funds retained under the Contract and paid by Albemarle County Service Authority 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 Contractor. 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 Albemarle County Service Authority. Upon receipt of checks or warrants drawn by Albemarle County Service Authority and made payable to the Bank as escrow agent, the Bank shall promptly notify the Contractor, negotiate the same and deposit or invest and reinvest the proceeds in approved securities in accordance with the written instructions of the Contractor. In no event shall 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: Dewberry Engineers Inc. Escrow Agreement DEI#50075660 00850-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 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 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 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 othersecurities owned by the Bank. 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 Albemarle County Service Authority constitute proceeds of bonds issued by Albemarle County Service Authority, 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 Albemarle County Service Authority's bonds, such "excess interest" shall be paid to Albemarle County Service Authority. 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 direction signed by an authorized representative of Albemarle County Service Authority, the Bank shall pay the principal of the fund, or any specified amount thereof, to Albemarle County Service Authority. 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 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. 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 Agreement for the sole purpose of acknowledging that its obligations as surety for the Contractor's performance of the Contract are not affected hereby. WITNESS the following signatures, all as of the day and yearfirst above written. Dewberry Engineers Inc. Escrow Agreement DEI#50075660 00850-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 ALBEMARLE COUNTY SERVICE AUTHORITY By: Gary O'Connell Executive Director [CONTRACTOR] By: Name: Title: [BANK] By: Name: Title: [SURETY] By: Attorney-in-fact COMMONWEALTH OF VIRGINIA ) to-wit: ALBEMARLE COUNTY Subscribed and sworn to before me, the undersigned Notary Public, by Gary O'Connell, 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 My Commission Expires: (SEAL) END OF SECTION 00850 P\ACSA15\50075660\Specs\Parking Lot\00850- Escrow Agreement.doc Dewberry Engineers Inc. Escrow Agreement DEI#50075660 00850-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Escrow Agreement DEI#50075660 00850-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 00900 ADDENDA PART 1 -GENERAL 1.01 Addenda, if issued, shall be inserted following this page. Addendum No. 1 will begin on page 00910-1,Addendum No. 2 will begin on page 00920-1,etc. 1.02 The bidder is reminded to complete Section 00490 entitled "Receipt of Addenda" when preparing Bid Form for submission. END OF SECTION 00900 P:\ACSA15\50075660\Specs\Parking Lot\00900-Addenda.doc Dewberry Engineers Inc. Addenda DEI#50075660 00900-1 { I Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Addenda DEI#50075660 00900-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 01010 SUMMARY OF WORK PART 1 -GENERAL 1.1 WORK COVERED BY CONTRACT DOCUMENTS A. Project: Operations Center Expansion Parking Lot Expansion. All work shown on Drawings and/or called for in these Specifications shall be performed under the General Contract, unless specifically noted to the contrary in the Contract Documents. The project includes, however is not limited to: furnish all necessary labor, equipment, and materials to construct a an asphalt parking lot expansion to include 18 new spaces and access drive with curb and gutter, storm drainage system, and wheel stops at the ACSA Operations Center located at 168 Spotnap Road, Charlottesville, VA 22911. The Work also includes the installation of a modular reinforced segmental block retaining wall and handrail on a managed slope, a concrete pad and relocation of existing gazebo, landscaping, and erosion and sediment control measures. B. Contractor's Duties: CONTRACTOR'S duties in performance of the WORK shall include, however are not limited to: 1. Responsibilities: CONTRACTOR shall be: a) Responsible for the management of the Project. b) Responsible for hiring all subcontractors. c) The sole arbitrator of the division of WORK of all trades, associated with WORK provided for in the Contract Documents. 2. Work: Except as specifically noted, provide and pay for all: a) Labor, materials, and equipment. b) Tools, construction equipment and machinery. c) Water, heat, and utilities required for construction. d) Other facilities and services necessary for proper execution and completion of WORK. 3. Permits and Fees: Secure and payfor, as necessaryfor proper execution P P and completion of WORK, and as applicable at time of receipt of Bids: a) Permits (including building and trade permits), b) Government fees, c) Bonds, d) Licenses, and e) Insurance. Dewberry Engineers Inc. Summary of Work DEI#50075660 01010-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 4. Notices: Unless specifically indicated otherwise, give required Notices to ENGINEER, government agencies, (local, state and federal), utility companies and others as required and within the time frames identified in the Contract Documents. 5. Regulations: Comply with all codes, ordinances, rules regulations, orders, and other legal requirements of public authorities which bear on performance of WORK. 6. Written Notice: Promptly submit Written Notice to ENGINEER of observed conflicts in Contract Documents. It is CONTRACTOR'S responsibility to make certain that all work performed as defined in the Drawings and Specifications comply with codes and regulations. 7. Coordinate: Coordinate WORK with appropriate authorities, i.e., utility companies, Albemarle County, and Virginia Department of Transportation (VDOT), etc, and other Contractors who may be performing other work at the project site of this work or adjacent to this work. 1.2. ADDITIONAL ENGINEERING SERVICES In the event that the ENGINEER is required to provide additional engineering services as a result of CONTRACTOR error or omissions; substitution of materials or equipment by the CONTRACTOR that are different from what is specified that results in change in dimensions, layout, power requirements, etc.; or if the ENGINEER is required to examine and evaluate any changes proposed by the CONTRACTOR for the convenience of the CONTRACTOR; or if the ENGINEER is required to witness retests of project components, then the ENGINEER's charges in connection with such additional services shall be charged to the CONTRACTOR by the ENGINEER. 1.3. AGREEMENT Construct WORK under single, all-inclusive AGREEMENT. 1.4. LINES, GRADES,AND REFERENCE POINTS A. Project Stakeout: Lines, grades, and construction staking necessary for the proper prosecution of all the WORK specified here in will be established by CONTRACTOR at his expense by a Professional Land Surveyor licensed in the Commonwealth of Virginia. B. Project Control: Ground control and Field surveying has been established during design of the Project by ENGINEER. These points will be provided only one (1) time upon request. All existing grade stakes, reference lines, etc. destroyed by Dewberry Engineers Inc. Summary of Work DEI#50075660 01010-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 CONTRACTOR during the progress of its WORK will be replaced at CONTRACTOR'S expense. C. Field Verification: Where called for on the Drawings and Specifications or, required for accuracy and fit with existing WORK, CONTRACTOR will make its own field measurements to verify any dimensions shown on the Drawings. Consequently, OWNER and ENGINEER present this information only as an approximation and not a guideline. CONTRACTOR shall be responsible for verification prior to submittal. 1.5 RESPONSIBILITY REGARDING EXISTING UTILITIES AND STRUCTURES A. Existing Structures: The existence and location of underground utilities indicated on the Drawings are not guaranteed and shall be investigated and verified in the field by CONTRACTOR before WORK is begun. Excavation in the vicinity of existing structures and utilities shall be carefully performed by hand if deemed appropriate by CONTRACTOR. B. Responsibility: CONTRACTOR shall be held responsible for any damages to, and for maintenance and protection of, existing utilities and structures; and, for repair of such to the complete satisfaction of the respective owner(s). C. Pre-Existing Conditions: For the protection of both itself and OWNER, CONTRACTOR shall make a survey of adjacent properties before commencing operations. Such a survey shall locate all existing cracks and damage to the existing structures by means of drawings and preconstruction photographs. "Tell tales" shall be placed as directed by ENGINEER. D. Documentation: A copy of this report and preconstruction photographs shall be filed with ENGINEER. Any refusal of owner(s) of adjacent property to permit entry for purposes of inspection shall be noted in the report. The purpose of filing the report is to document the pre-existing conditions. Any liability resulting from this documentation as provided by the contract is soley the CONTRACTOR's responsibility. E. Protection of the Work: CONTRACTOR shall continuously maintain adequate protection of all its WORK and materials from damage or theft and shall protect OWNER'S property and all adjacent property from injury or loss arising in connection with activities provided for this Project. CONTRACTOR shall be liable for any such damage, injury, or loss. F. Protection of Adjacent Facilities: CONTRACTOR shall take, use, provide, and maintain all necessary precautions, safeguards, and protection to prevent accidents, or injury to persons or property on, about, or adjacent to the site of the WORK. CONTRACTOR shall post danger signs warning against any hazards created by the WORK being done under this CONTRACT. CONTRACTOR Dewberry Engineers Inc. Summary of Work DEI#50075660 01010-3 Albemarle.County Service Authority November 12,2018. Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 shall designate a responsible member of its organization to be responsible for the prevention of accidents on the Project. The name of this person so designated shall be reported in writing to ENGINEER. In an emergency affecting the safety of life, or of the WORK or adjoining property, CONTRACTOR, without special instructions or authorization from ENGINEER or OWNER, is hereby permitted to act, at its discretion, to prevent such threatened loss or injury. It must take such action if so instructed or authorized by ENGINEER or OWNER. G. Requirements of Law: CONTRACTOR shall also protect adjacent property as required by law. 1.6 APPLICABLE CODES A. Specified Codes: Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical organization or body, it shall be construed to mean the latest standard, code, specification, or tentative specification adopted and published at the date of Advertisement for Bids, even though reference has been made to an earlier standard; and such standards are made a part thereof to the extent which is indicated or intended. B. Non-Specified Codes: When no reference is made to a code, standard, or specification, the standard Specifications of the ASTM, the ASA, the AIEE, or the NEMA or others, as applicable, shall govern. C. Permits: CONTRACTOR shall be responsible for compliance with all state and local codes and ordinances. 1.7 COORDINATION A. All WORK shall be coordinated with the OWNER and individual property owners and business owners. At least 48 hours Notice will be given for any WORK involving the existing facilities. 1.8 EQUIPMENT/MATERIAL GUARANTEE CONTRACTOR shall furnish a written guarantee from the manufacturer of the equipment and material to ENGINEER at the time of completion of WORK and before acceptance of the installation. The guarantee does not apply to any item damaged from misuse, lack of maintenance, alternation, neglect, accident, or wear from normal use. A. Initial Installation: All equipment/material installed per the Contract Documents shall be free from defect in material or workmanship, and CONTRACTOR shall repair or replace at its expense any such defective equipment for a period of 1 year from the date of Final Acceptance unless otherwise noted in the Contract Documents. B. After Installation: CONTRACTOR shall be responsible for repair or replacement Dewberry Engineers Inc. Summary of Work DEI#50075660 01010-4 II Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 of any equipment or material which fails to meet the design requirements as specified which are revealed during fabrication, installation, demonstration and/or acceptance testing. Repair or replacement of any such equipment/material shall be completed within 60 days at the expense of CONTRACTOR. Liquidated Damages for failure to complete such repair or replacement within the specified time will be assessed in the manner specified in the General Conditions. 1.9 WORK OUTSIDE REGULAR HOURS A. If the CONTRACTOR desires to perform work outside the regular hours, he shall request permission to work 48 hours in advance to allow arrangements to be made for proper inspection. The OWNER may refuse the CONTRACTOR permission to work if the 48-hour notice is not given or for other just cause. Reasonable efforts shall be made by the CONTRACTOR to avoid undue noise during the night and on Saturdays and Sundays, if it is necessary to work at such times. Under normal circumstances the CONTRACTOR will not be permitted to work on Saturdays and Sundays. Unless specifically scheduled to work outside normal hours by the OWNER in the interest of public safety or convenience, then the CONTRACTOR will be liable for the expense of overtime work required by OWNER's and/or ENGINEER's employees. This expense includes but is not limited to OWNER and ENGINEER called to the job site outside normal working hours to resolve problems directly related to the project. Normal or regular working hours are defined as 8:00 a.m. to 5:00 p.m. Monday through Friday. IF CONTRACTOR anticipates working outside normal work hours, he shall notify the ENGINEER and OWNER as soon as possible and no less than 48 hours in advance. PART 2 - PRODUCTS Not Applicable PART 3 - EXECUTION 3.1 CONSTRUCTION SCHEDULE AND SEQUENCE A. It shall be the CONTRACTOR'S responsibility to propose a construction schedule to complete all work in the Contract completion time noted in the Information for Bidders and as supplemented herein. B. The OWNER shall have the right to the use of completed facilities as they become available, this shall not relieve contractor of this responsibility to Dewberry Engineers Inc. Summary of Work DEI#50075660 01010-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 complete work on any such facility. C. The CONTRACTOR shall ensure that all service connections are maintained throughout the duration of the project. END OF SECTION 01010 P:WCSA15\50075660\Specs\Parking Lot\01010-Summary of Work.doc NO TEXT THIS PAGE Dewberry Engineers Inc. Summary of Work DEI#50075660 01010-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 01027 BASIS OF MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1. SCOPE Under this section of the specifications, the CONTRACTOR shall furnish all necessary labor, machinery, apparatus, tools, materials, equipment, services, and other necessary supplies and perform all work including excavation and backfilling at the unit or lump sum prices for the following items. PART 2 - PRODUCTS 2.1 PAYMENT FOR STORED MATERIALS Payment will be made for materials stored on-site for which a paid invoice or other proof of payment is made within 30 days of receipt. 2.2. ITEMS INCIDENTAL TO THE WORK Any item not specifically referenced in the Bid Schedule but required by the plans and specifications shall be considered incidental to the work. The cost for these items shall be included in the most appropriate Bid Item. 2.3. PAY ITEMS A. The Base Bid lump sum price shall be for furnishing all products and equipment and performing all labor to install and construct the Work as shown and specified including all site work, electrical, concrete work, landscaping, and all other work shown or specified. B. Contractor shall provide a Schedule of Values within ten (10) days of the effective date of the Agreement and prior to proceeding with the Work. Payment to be made on materials installed and stored on site shall be based on the Schedule of Values. C. The Base Bid lump sum price shall be based on furnishing equipment and materials in compliance with the specifications. Should the Contractor fail to provide a manufacturer of equipment which complies with the specifications, the Owner reserves the right to select approved specified equipment of his choice without an increase in the contract price. D. The Contractor shall be solely responsible for ensuring that all equipment meet all requirements in the technical specifications. If, during shop drawing submittal review, it is found that a manufacturer does not meet the requirements of the technical specifications, the Contractor shall be responsible for all additional costs to remedy the situation without an increase in the contract price or DewberryEngineers Inc. Basis of Measurement and Payment 9 � Y DEI#50075660 01027-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 schedule duration. 2.4 ROCK Rock excavation is unclassified for this Project. A. Unclassified: No additional payment will be made for rock excavation or disposal off site. PART 3 - EXECUTION 3.1. PAY ITEMS The items listed in the Schedule of Values shall be the same items included in the Lump Sum Bid and constitute all of the pay items in this contract. Any other items of work listed in the Specifications, or shown on the Drawings, shall be considered incidental to the above items. 3.2. REQUIREMENTS FOR PARTIAL PAYMENTS A. Partial Payment requests will be made on an approved form. The Contractor will attach copies of invoices for all materials included in the Payment Request. Payments will be made on all major items of materials stored on site; however, the Owner will not pay for miscellaneous incidental materials stored on site, nor -' for any materials stored off site. B. The effective date for Partial Payment shall be established during the Pre- Construction Conference. Requests for payment shall be evaluated on the basis of work completed as of the effective date, not on the basis of projected work completed. C. Retainage for Partial Payments from the Owner shall be in accordance with the General Conditions. D. The work to be performed under the Contract will commence with the date -- established in the Notice to Proceed. Substantial Completion shall be achieved within the time period stated in the Bid Proposal. E. Prior to the Pre-Construction Conference, the Contractor shall submit the following: 1. List of principal Subcontractors and Suppliers 2. Schedule of Values 3. Progress Schedule and first progress report 4. Schedule of Submittals and Shop Drawings 5. Copies of building permits, other required permits, and similar start-up- up authorization certifications. Dewberry Engineers Inc. Basis of Measurement and Payment DEI#50075660 01027-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 3.3. FINAL PAYMENT A. Final Payment may be requested when the Engineer is satisfied and the following conditions have been fulfilled: 1. Complete close-out requirements specified in Section 01700 Project Closeout. 2. Complete work listed as incomplete at time of Substantial Completion or otherwise assure Owner of subsequent completion of individual incomplete items. Retainage will be held until all punch list items are completed and close-out documents are received. 3. Settle liens and other claims or assure Owner of subsequent settlement. Execute and submit to Engineer for approval, five (5) copies each of Contractor's Affidavit of Payment of Debts and Claims and Contractor's Affidavit of Release of Liens. 4. Submit proof of payment on fees, taxes, and similar obligations. 5. Transfer operational, access, security, and similar provisions to Owner and remove temporary facilities, tools, and similar items. 6. Obtain consent of surety for final payment. Execute and submit to Engineer for approval, five (5) copies of Consent of Surety to Final Payment. END SECTION 01027 P:\ACSA15\50075660\Specs\Parking Lot\01027- Basis of Measurement and Payment.doc Dewberry Engineers Inc. Basis of Measurement and Payment DEI#50075660 01027-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Basis of Measurement and Payment DEI#50075660 01027-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 01200 PROJECT MEETINGS PART 1 -GENERAL 1.1 SCOPE OF WORK A. The Engineer and Owner will schedule and administer a preconstruction meeting, periodic progress meetings, and specially called meetings through the progress of the work. 1. Prepare agenda for meetings 2. Make physical arrangements for meetings 3. Preside at meetings B. Representative 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. 1.2. PRECONSTRUCTION MEETING A. A preconstruction meeting will be scheduled before the Contractor starts Work. B. Location: At the Owners offices or place designated by the Owner. C. Attendance: 1. Owner's representative 2. Contractor's project manager and superintendent 3. Major subcontractors 4. Utilities representative 5. Others as appropriate D. Suggested Agenda: 1. Distribution and discussion of: a. List of major subcontractors and suppliers b. Projected construction schedules Dewberry Engineers Inc. Project Meetings DEI#50075660 01200-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2. Critical work sequencing 3. Major equipment deliveries and priorities 4. Project coordination: a. Designation and responsible personnel 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 8. Use of premises: a. Office, work and storage areas b. Owner's requirements 9. Construction facilities, controls and construction aids 10. Temporary utilities 11. Housekeeping procedures 12. Check of required Bond and Insurance certifications 13. Liquidated damages 14. Check of required Permits 15. Laboratory testing of material requirements 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, if appropriate Dewberry Engineers Inc. Project Meetings DEI#50075660 01200-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 19. Communication lines and contact persons, includingaddress and telephone number 20. Manufacturer's operation and maintenance manuals, and operation and maintenance training. 21. Regulatory agency inspections 22. Progress agency inspections 23. Job site safety 1.3. PROGRESS MEETINGS A. Regular periodic meetings will be held as deemed necessary by the Engineer and Owner or Owner's Inspector. B. Additional meetings will be scheduled as required by progress of the work. C. Location of the meetings: A site designated by the Owner 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 E. Suggested Agenda: 1. Review and approval of minutes of previous meeting 2. Review of work progress since previous meeting 3. Field observations, problems, conflicts 4. Problems which impede Construction Schedule 5. Review of off-site fabrication, delivery schedules 6. Corrective measures and procedures to regain projected schedule 7. Revisions to Construction Schedule 8. Progress schedule during succeeding work period Dewberry Engineers Inc. Project Meetings DEI#50075660 01200-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 9. Coordination of schedules 10. Review of submittal schedules, expedite as required 11. Maintenance of quality standards 12. Pending changes and substitutions 13. Review proposed changes for: a. Effect of Construction Schedule and on completion date b. Effect of 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 at each progress meeting in accordance with Section 01300. PART 2 - PRODUCTS Not Applicable PART 3 -EXECUTION Not Applicable END OF SECTION 01200 P•\ACSA15\50075660\Specs\Parking Lot\01200- Project Meetings.doc Dewberry Engineers Inc. Project Meetings DEI#50075660 01200-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 01300 SUBMITTALS PART 1 -GENERAL 1.1 GENERAL REQUIREMENTS A. The Contractor shall provide samples and shop drawings as requested under the specifications in accordance with the following requirements. When the Work of the Project is divided into separate Contracts, each Prime Contractor shall provide submittals directly to the Engineer. No materials shall be used in the work which do not equal the approved samples or shop drawings. B. Materials or appliances requiring approval must not be fabricated or incorporated into the work until approval has been given. The approval or acceptance of samples shall not preclude the rejection of any material upon the discovery of defects prior to the final acceptance of the complete work. C. After a material has been approved, no change in brand or manufacturer will be permitted unless satisfactory written evidence is presented to, and approved by the Engineer, that the manufacturer cannot make scheduled delivery of approved material, or that other conditions are apparent which indicate the approval of such substitute materials to be in the best interest of the Owner. D. Samples, shop drawings, material lists, manufacturers' literature, and other required information shall be submitted in sufficient time, and clearly marked, to permit proper consideration and action on same before any materials which such samples, shop drawings, and information represent are delivered to the site. The Contractor shall be held responsible for any delay in the progress of the Work which may be due to his failure to observe these requirements. E. Shop drawings and samples shall be submitted to the Engineer in sufficient quantity to permit the Engineer to retain two (2) copies and return the number of copies required by the Contractor. F. Any submittal which requires the selection of color by the Engineer shall be submitted such that all color selections can be made at the same time. Submittals shall be held by the Contractor for a single submittal of all items requiring color choice or sufficient time will be allowed for the Engineer to receive all submittals to prepare a comprehensive color selection. PART 2 -SAMPLES 2.1 SAMPLES A. Samples and mock-ups shall be submitted in duplicate except where a greater number is specifically required by the specifications. Dewberry Engineers Inc. Submittals DEI#50075660 01300-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 B. Samples and manufacturers' literature shall be forwarded (prepaid) to Engineer's office accompanied with a transmittal letter containing the following information: name of project, contractor, description of product, manufacturer, model number, ASTM or Federal Specification number where applicable. Catalogs shall be marked to indicate specific items submitted for approval. C. Samples which are rejected by the Engineer must be re-submitted as soon as possible after notification of rejection and shall be marked "Re-submitted Sample" in addition to other required information. D. The right shall be reserved to require submission of samples of any material or any material lists, whether or not particularly mentioned in the Specifications. 2.2 SHOP DRAWINGS A. Submission of shop drawings shall comply with the following requirements: 1. The shop drawings shall be clearly marked and submitted sufficiently in advance of the work which they cover to afford ample time for checking, correcting, and rechecking if necessary. No claim for delay will be granted the Contractor if caused by his failure to comply with the requirements of this Section. 2. Before submitting for approval, the Contractor shall check all shop drawings, including those submitted by subcontractors, for accuracy and to ascertain that all work contiguous with and having bearing on other work shown on the shop drawings is accurately drawn, and that the work shown is in conformity with the contract requirements. 3. Shop drawings submitted for approval shall bear the Contractor's stamp of approval as evidence that such drawings and details have been checked by the Contractor. The submission of shop drawings (in either the original submission or when resubmitted with corrections) constitutes evidence that the Contractor has checked all information therein, and that he accepts and is willing to perform the work, as shown, in a workmanlike manner and in accordance with the best standard practices. 4. No claim for an extra shall be based on work shown on the shop drawings, unless such claim is noted on the Contractor's transmittal letter accompanying the shop drawings. The Contractor's approval shall contain the following statement: "The equipment and material shown and marked in this submittal is that proposed to be incorporated into this Project, and has been checked for and is in compliance with the Contract Documents unless otherwise shown in bold face type or lettering and listed on a page or pages headed Dewberry Engineers Inc. Submittals DEI#50075660 01300-2 II Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 "DEPARTURES FROM CONTRACT DOCUMENTS," and can be installed in the allocated spaces. Checked By: Date: The person signing the stamp shall be one designated in writing by the Contractor as having that authority. The signature shall be handwritten in ink. Stamped signatures are not acceptable. 5. The Engineer's approval of shop drawings and schedules shall not relieve the Contractor from responsibility for deviation from drawings and specifications unless he has in writing called the Engineer's attention to such deviations at the time of submission. The Engineer's approval shall not relieve Contractor from responsibility for errors of any sort on shop drawings or schedules. B. ENGINEER'S ACTION: Review is only for conformance with the design concept of the project. Markings or comments do not relieve the CONTRACTOR from compliance with the contract documents nor allows departure therefrom. The CONTRACTOR remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for technique of assembly, for coordination of the work with all trades, and for performing this work in compliance with the contract documents. Where action and return is required or requested, ENGINEER will review each submittal, mark with "Action". 1. Final Unrestricted Release: Work may proceed, provided it complies with Contract Documents, when submittal is returned with the following marking: "No Exceptions Taken" 2. Final-But-Restricted Release: Work may proceed, provided it complies with notations and corrections on submittal and with Contract Documents, when submittal is returned with the following marking: "Make Changes Noted" 3. Returned for Re-submittal: Do not proceed with work. Revise submittal in accordance with notations thereon, and resubmit without delay to obtain a different action marking. Do not allow submittals with the following marking (or unmarked submittals where a marking is required) to be used in connection with performance of the work: "Revise and Resubmit" 4. Returned for Non-Compliance: Do not proceed with work. Product Dewberry Engineers Inc. Submittals DEI#50075660 01300-3 Albemarle County.Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 submitted does not comply with Contract Documents. Resubmit for product complying with the requirements of the Contract Documents. Do not allow submittals with the following marking to be used in connection with performance of the work: "Not Approved"or"Rejected" PART 3 - PRODUCTS Not Applicable PART 4 - EXECUTION Not Applicable END OF SECTION 01300 P•\ACSA15\50075660\Specs\Parking Lot\01300-Submittals.doc Dewberry Engineers Inc. Submittals DEI#50075660 01300-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 SCOPE Refer to General Conditions for requirements for the Contractor to provide temporary facilities as required for performance of the Work and fulfillment of the Contract. This section specifies certain minimum temporary facilities to be provided by Contractor regardless of methods and means selected for performance of the Work. This section is not intended to limit the Contractor's provisions for temporary facilities nor does it assure compliance with local governing regulations. Use of alternate provisions for temporary facilities is the Contractor's option, subject to the Engineer's acceptance. Temporary facilities are defined to exclude tools and construction machines, testing, demolition, alterations, soil borings, mock-ups and similar items. 1.2 COST OF TEMPORARY SERVICES Costs for temporary services, utilities and facilities, unless otherwise specifically indicated shall be the responsibility of the Contractor. 1.3 SEPARATE PRIME CONTRACTORS A. When the Project Work is divided into more than one Contract, each Contractor will be responsible for an equitable share in the cost of producing and maintaining temporary facilities. The General Construction Contractor will be responsible for all temporary facilities described herein. The Engineer will approve assessments by the General Construction Contractor for the use of these temporary facilities by the other Prime Contractors. B. Each Prime Contractor will be responsible for providing his own Field Office and Materials Storage. C. Installation of temporary electrical and water service shall be provided by the Contractor. D. Any utilities which are disturbed shall be repaired at the expense of the Contractor who is responsible for damages. PART 2 - PRODUCTS 2.1 MATERIALS STORAGE Provide suitable and sufficient enclosed and covered spaces, with raised flooring, to protect materials and equipment subject to damage by weather or construction. Materials stored on site which have not been properly protected shall not be acceptable for use in construction or approved for payment. DewberryEngineers Inc. Temporary Facilities and Controls 9� P rY DEI#50075660 01500-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2.2 FENCING AND BARRICADES A. Provide fences and barricades and protection devices sufficient to prevent injury to persons or damage to property in accordance with all Safety Requirements of applicable standards, codes, ordinances, and insurance agencies. B. Provide temporary walkways as necessary for safe, uninterrupted pedestrian traffic. 2.3 SCAFFOLDING AND SHORING A. Provide scaffolding, ramps, runways, platforms, guards, rails, stairs, and ladders as necessary for this work. B. Meet all safety requirements of applicable standards, codes, ordinances, and insurance agencies. C. Provide lights and signs to prevent damage or injury. D. Provide all shoring, bracing and sheeting as required for safety and proper execution of the Work. Remove when no longer required. 2.4 LIFTING AND HOISTING Provide hoists, temporary elevators, lifts, cranes, and towers necessary for expediting the handling of materials. 2.5 TOILETS Provide adequate and sanitary temporary outside toilet facilities for use of persons working at site. Provide toilet facilities with adequate light and ventilation and toilet tissue in suitable holder. Comply with applicable legal and health requirements. Toilet facilities shall be secluded from public observation and shall not create nor allow a public nuisance. Temporary sanitary facilities shall be removed upon completion of the work and the premises shall be left clean. Workmen shall not use permanent washroom facilities in existing facilities or new work except by written permission of the Owner. 2.6 ELECTRICITY A. Make arrangements for, and provide temporary equipment, poles, wiring, switches, and outlets necessary to provide an adequate supply of electricity for lighting and power for construction purposes. Cost of temporary service shall be borne by the Contractor. B. The Contractor shall make arrangements for meter installation, service connections, and wiring to meet the requirements of completed project. Dewberry Engineers Inc. Temporary Facilities and Controls DEI#50075660 01500-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2.7 WATER A. Make arrangements for, and provide temporary equipment and piping necessary to provide an adequate supply of water for construction purposes. Cost shall be borne by the Contractor. B. The Contractor shall make arrangements for main connection, and incoming pipes to meet requirements of completed project. 2.8 PUMPING AND DRAINING Provide pumping equipment to keep construction and storage areas free from standing water that could cause damage or that would interfere with the work. 2.9 ACCESS A. The Project Site shall at all times be accessible for delivery of construction materials and equipment. Maintenance of access points and access roads, loading and unloading areas and directional signage shall be the responsibility of the Contractor. B. Provide signage and barricades to clearly direct pedestrian and construction traffic. C. Any damage to existing paved surfaces, curbing, landscaping, etc. shall be restored or repaired by the Contractor. D. Stabilize parking areas and access roads with a base of crushed stone as soon as practicable after finish grading. 2.10 FIRST AID FACILITIES The Contractor shall provide at the site, such reasonable equipment and facilities as are necessary to supply first, aid to any of his personnel who may be injured in connection with the work. 2.11 BARRICADES,WARNING SIGNS, AND LIGHTS Contractor shall provide, erect and maintain as necessary, strong and suitable barricades, fencing, danger signs and warning lights and as may be required for the safety of all those employed in the work, visiting the construction site, and for the general public. PART 3 -EXECUTION 3.1 GENERAL A. Maintain all necessary temporary facilities until the project has reached Dewberry Engineers Inc. Temporary Facilities and Controls DEI#50075660 01500-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 Substantial Completion and is accepted by the Owner. B. Provide sheds and covered spaces suitable for storage of materials and equipment requiring protection as approved by the Engineer. C. Erect and maintain scaffolding, ramps, platforms, guards, rails, stairs, and ladders as necessary for this work to meet all applicable safety laws and ordinances. D. Maintain safety lights signage and other safety provisions. Keep safety lights burning from twilight to dawn. E. Install lifting and hoisting equipment to meet all applicable safety requirements. F. Maintain adequate toilet facilities and keep toilets in clean and sanitary condition. G. Make arrangements and install temporary water, electric, and telephone service required for the project. H. Maintain temporary heating system during cold weather to adequately protect the work in place or work being placed. Specific requirements for environmental conditions can be found in the technical sections of the Specifications. Pump or drain water to keep work and storage area free from water which could interfere with the work, or could cause damage. Distribute discharge to prevent erosion. J. Remove all temporary work at the completion of the project, unless directed otherwise by the Engineer. K. Clean spaces that were occupied by temporarywork. Periodically, and as directed by the Engineer, remove all debris and rubbish from the site. L. Comply with the project's Storm Water Pollution Prevention Plan. 3.2 ACCIDENT A. The Contractor shall promptly report in writing to Owner and Engineer all accidents what-so-ever arising out of, or in connection with, the performance of the work, whether on or adjacent to the site, which cause death, personal injury or property damage, giving full details and statements of witnesses. B. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Owner and the Engineer. C. If any claim is made by anyone against the Contractor or a subcontractor on account of any accidents, the Contractor shall promptly report the facts in writing to the Owner and Engineer, giving full details of the claim. Dewberry Engineers Inc. Temporary Facilities and Controls DEI#50075660 01500-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 3.3 ACCOMMODATION OF TRAFFIC A. During the progress of the work; streets, driveways, sidewalks, and crossings shall be kept open for the passage of traffic and pedestrians and shall not be unnecessarily obstructed unless authorized by the authority having jurisdiction over same. The Contractor shall take such measures at his own expense, as may be necessary to keep streets and driveways open for traffic, and shall give advance notice to the Fire and Police Departments and the School Transportation Division of his proposed street operations. B. Warning signs shall be provided along all highways while work is in progress; and where traffic direction is required flagmen shall be designated by the Contractor to direct traffic past the equipment, machinery, or construction operations. Barricades and lights shall be provided as required to protect traffic. Where trenches have been cut in road shoulders on which traffic may pass at times, red flags and warning signs shall be placed at frequent intervals and maintained until the shoulder is safe for travel. The traveling public shall be warned of the construction with signing that is in accordance with VDOT policy. C. The Contractor shall notify Albemarle County and VDOT five working days in advance of work in highway right-of-way, and shall fully cooperate with all parties. D. The Contractor shall construct and maintain, without extra compensation, such adequate and proper bridges over excavations as may be necessary or directed for the purpose of accommodating pedestrians or vehicles. E. All temporary means constructed by the Contractor for maintaining traffic shall be removed upon completion of the work unless otherwise specified by the Engineer and any damage done to public or private property shall be corrected or other action taken to restore to original condition by the Contractor. F. All dirt spilled from the Contractor's trucks on existing pavements over which it is hauled or which has otherwise been deposited thereon shall be removed by the Contractor whenever in the opinion of the Engineer the accumulation is sufficient to cause the formation of mud, dust, interference with traffic or create a traffic hazard. 3.4 PUBLIC CONVENIENCE AND PROTECTION A. During progress of the work, the convenience and protection of the public shall be provided for, and interference's held to a minimum. B. The Contractor shall, at all times, conduct the work in such a manner as to insure the least practicable obstruction to public travel. The convenience of the general public and of the residents along or adjacent to the area of the work shall be provided for in a satisfactory manner, consistent with the operation and local conditions. Road and streets must be kept open at all times or suitable detours Dewberry Engineers Inc. Temporary Facilities and Controls DEI#50075660 01500-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 provided. Access to fire hydrants.and other fire extinguishing equipment shall be provided and maintained at all times. C. When necessary, for the protection of the public, the Contractor shall provide watchmen and/or lights to burn between twilight and sunrise, and shall erect and maintain barriers and all other necessary protection around the work at his own expense. He shall also take other precautions as may be necessary to protect life and property. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to the protection of the work after twenty-four (24) hours notice in writing; and, in cases of emergency, the Owner shall have -- the right to remedy any neglect without previous notice, and in either case deduct the cost of such remedy from money due the Contractor. 3.5 PERIODIC CLEAN UP; BASIC SITE RESTORATION A. During construction, the CONTRACTOR shall regularly remove from the site of the work all accumulated debris and surplus materials of any kind which result from his operations. Unused equipment and tools shall be stored at the CONTRACTOR'S yard or base of operations for the project. B. When the work involves installation of sewers, drains, water mains, manholes, underground structures, or other disturbance of existing features in or across streets, rights-of-way, easements, or private property, the CONTRACTOR shall (as the work progresses) promptly backfill, compact, grade, and otherwise restore the disturbed area to the basic condition which will permit resumption of pedestrian or vehicular traffic and any other critical activity or functions consistent with the original use of the land. All work within 500 feet of the forward progress shall be complete with the exception of testing. The CONTRACTORS forward progress is subject to being suspended if in the opinion of the ENGINEER the above requirement is not met. The requirements for temporary paving of streets, walks, and driveways are specified elsewhere. Unsightly mounds of earth, large stones, boulders, and debris shall be removed so that the site presents a neat appearance. C. The CONTRACTOR shall perform the clean-up work on a regular basis and as frequently as ordered by the ENGINEER. Basic site restoration in a particular area shall be accomplished immediately following the installation and/or completion of the required facilities in that area. Furthermore such work shall also be accomplished, when ordered by the ENGINEER, if partially completed facilities must remain incomplete for some time period due to unforeseen circumstances. D. Upon failure of the CONTRACTOR to perform periodic clean-up and basic restoration of the site to the ENGINEER'S or OWNER'S satisfaction, the OWNER may, upon five (5) days prior written notice to the CONTRACTOR, without prejudice to any other rights or remedies of the OWNER, cause such work for which the CONTRACTOR is responsible to be accomplished to the extent deemed necessary by the ENGINEER or OWNER, and all costs resulting therefrom shall be charged to the CONTRACTOR and deducted from the Dewberry Engineers Inc. Temporary Facilities and Controls DEI#50075660 01500-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 amounts of money that may be due him. The CONTRACTOR shall receive no consideration for time extension or compensation for production time lost while not in compliance with the requirements for clean up. E. The CONTRACTOR shall promptly replace or restore all existing improvements and facilities such as mailboxes, signs, ornamental or decorative items, etc. that are temporarily removed to facilitate construction. Improvements and facilities that are damaged by the CONTRACTOR during the course of construction shall be promptly replaced at the CONTRACTOR'S expense. END OF SECTION 01500 P:\ACSA15\50075660\Specs\Parking Lot\01500-Temp Facilities.doc Dewberry Engineers Inc. Temporary Facilities and Controls DEI#50075660 01500-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 01700 PROJECT CLOSEOUT PART 1 -GENERAL 1.1. SUMMARY A. This Section provides for the orderly and efficient transfer of the WORK from the CONTRACTOR to OWNER. 1.2 RELATED SECTIONS A. The provisions and intent of the AGREEMENT, including the General Conditions, Supplemental Conditions, and other requirements of the Contract Documents apply to the WORK as specified in this Section. WORK related to this Section is described throughout the Specifications. 1.3 SUBMITTALS A. Contractor's As-Built Markups for Record Drawings B. Affidavit of Payment C. Affidavit of Release of Liens D. Final Change Order (based on actual quantities installed) E. Consent of Surety for Final Payment F. Contractor's Certification of Completion G. Final Waiver of Lien H. Final Pay Application 1.4 WARRANTY A. Guarantee: CONTRACTOR warrants the equipment and/or materials delivered and installed under the AGREEMENT are free from defects in design, material or workmanship, and against damage caused prior to final inspection. Unless otherwise specified, this warranty extends for a period of 1 year from the date of Final Completion. B. Prompt Repair: CONTRACTOR shall promptly repair or replace all defective or damaged items delivered under the AGREEMENT. CONTRACTOR may elect to have any replaced item returned to its plant at its sole expense. C. Owner's Option: In the event of equipment and/or materials failure, during such Dewberry Engineers Inc. Project Closeout DEI#50075660 01700-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 time or in such a location that immediate repairs are mandatory, CONTRACTOR shall respond promptly, regardless of time. If CONTRACTOR is not available, OWNER personnel or other contractors, secured by OWNER, will effect repairs. CONTRACTOR shall then reimburse OWNER for parts and labor and/or other contractors costs necessary to correct deficiencies as defined within the warranty clause and time. PART 2 - PRODUCTS 2.1 SUBSTANTIAL COMPLETION A. Record Drawings: The CONTRACTOR shall maintain an accurate set of Record Drawings and Specifications as called for in the Supplemental Conditions. Prior to Substantial When the WORK is divided in to separate contracts, each Prime Completion, CONTRACTOR shall prepare marked prints showing the installed locations and sizes of all underground or concealed portions of the WORK that are different from those shown in the Contract Documents. These Drawings shall be based on the set kept at the Project site and shall also show any other changes made to the Project during construction. These Drawings shall be submitted to ENGINEER at completion of the WORK. As-built information shall include the following as a minimum, where applicable: 1. Size, horizontal and vertical location of any existing utilities uncovered during the course of the work. This shall include telephone cables and conduits, fiber-optic cables and conduits, television cables, electrical cables and conduits, gas lines, water lines, sewer force mains, sanitary sewers, storm sewers, and the like. 2. Location of lines plugged or capped. 3. Swing ties to all structures installed such as manholes, air vents, hydrants, valve boxes, blowoffs, cleanouts, and the like. 4. Sizes and types of materials used and changes in sizes and types of materials. 5. Location of all sleeves, bends, and other fittings including method of restrainment used; for example, thrust block, retainer glands, tie rods, and the like. 6. The Record Documents are a specific contract requirement of the Contractor. Final payment will not be issued until said documents have been submitted to the Engineer in an acceptable form. B. Owner's Manuals: Not Applicable 2.2 WARRANTIES: Dewberry Engineers Inc. Project Closeout DEI#50075660 01700-2 jl Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Four (4) copies of warranties shall be submitted prior to substantial completion for equipment installed. PART 3 - EXECUTION 3.1 SUBSTANTIAL COMPLETION PROCEDURES A. Owner's Use: The following procedures are to be applied towards OWNER'S utilizing the Project: 1. Initial Punch List: Within a reasonable time after receipt from CONTRACTOR of a comprehensive list of items which need to be completed or corrected, the ENGINEER will determine status of completion. 2. Incomplete Work: Should ENGINEER determine that the WORK is not substantially complete: a. Notification: ENGINEER will promptly so notify CONTRACTOR, in writing, given the reasons therefor. b. Contractor Remedy: CONTRACTOR shall promptly remedy the deficiencies and notify ENGINEER when ready for inspection. c. Additional Cost: The cost of re-inspection for Substantial Completion will be borne by CONTRACTOR. 3. Completed Work: When ENGINEER concurs that the WORK is substantially complete: a. Releases/Consent of Surety: Contractor shall forward a completed "Release and Waiver of Claims" and "Consent of Surety" to ENGINEER prior to ENGINEER'S preparation of the "Certificate of Substantial Completion" and the list of items to be completed or corrected by CONTRACTOR. b. Engineer's Acceptance: ENGINEER will submit the Certificate to OWNER and to CONTRACTOR for their written acceptance of the responsibilities assigned to them in the Certificate. 4. Retainage: Five percent (5%) of contract total will be held until close-out documents are received and all punch list items are completed. 3.2 INSTRUCTIONS TO OWNER A. Operation and Maintenance: CONTRACTOR shall instruct OWNER or its authorized representative in the proper operation and maintenance of all elements of the Project systems as specified. Dewberry Engineers Inc. Project Closeout DEI#50075660 01700-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.3 CLEAN-UP/RESTORATION A. Definition: Except as otherwise specifically provided, "clean" (for the purpose of this Section) shall be interpreted. as meaning the level of cleanliness generally provided by VDOT roadway construction projects. B. General: Prior to completion of the WORK, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final progress cleaning as described above. Restore all disturbed areas to a condition equal to or better than that prior to construction. C. Site: Unless otherwise specifically directed by ENGINEER, hose down all paved areas on the site. Completely remove all resultant debris. D. Timing: Schedule final cleaning as approved by ENGINEER, to enable OWNER to receive a completely clean Project. 3.4 FINAL COMPLETION A. Notification: Prepare and submit,to ENGINEER a written notice that the Project is complete and ready for final inspection and acceptance. B. Verification: Verify that the WORK is complete. C. Certification: CONTRACTOR shall certify that: 1. Review: Contract Documents have been reviewed 2. Inspection: WORK has been inspected for compliance with the Contract Documents. 3. Completeness: WORK has been completed in accordance with the Contract Documents. 4. Testing: Equipment and systems have been tested as required, and are operational. 5. Final Inspection: WORK is completed and ready for final inspection. D. Incomplete Determination: Should ENGINEER determine that the WORK is incomplete or defective: 1. Notification: ENGINEER will promptly so notify CONTRACTOR, in writing, listing the incomplete or defective WORK. 2. Contractor Remedy: CONTRACTOR shall remedy the deficiencies promptly, and notify ENGINEER when ready for inspection. Dewberry Engineers Inc. Project Closeout DEI#50075660 01700-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 3. Additional Cost: The cost of re-inspection for Final Completion will be borne by CONTRACTOR. E. Acceptance: When ENGINEER determines that the WORK is acceptable under the Contract Documents, it will request the final Application for Payment from CONTRACTOR. F. Reimbursement: CONTRACTOR shall reimburse OWNER for all trips to the Project site by ENGINEER after Substantial Completion in excess of two (2) trips if such excess trips are necessitated due to the Project's remaining incomplete. 3.5 FINAL PAYMENT A. Application: Submit a final Application for Payment to ENGINEER, showing all adjustments to the agreed to sum. B. Change Order: If so required, ENGINEER will prepare a final Change Order showing adjustments to the AGREEMENT which were not made previously by Change Orders. END OF SECTION 01700 P:\ACSA15\50075660\Specs\Parking Lot\01700- Project Closeout.doc i I Dewberry Engineers Inc. Project Closeout DEI#50075660 01700-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Project Closeout DEI#50075660 01700-6 Albemarle CountyService AuthorityNovember No ember 12,2018 0 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02110 CLEARING AND GRUBBING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Protecting existing vegetation to remain. 2. Removing existing vegetation. 3. Clearing and grubbing. 4. Stripping and stockpiling topsoil. 5. Removing above- and below-grade site improvements. 6. Temporary erosion- and sedimentation-control measures. 1.3 DEFINITIONS A. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. B. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soil can be subsoil. C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in-place surface soil and is the zone where plant roots grow. D. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and indicated on Drawings. E. Vegetation: Trees, shrubs, groundcovers, grass, and other plants. 1.4 MATERIAL OWNERSHIP A. Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. Dewberry Engineers Inc. Clearing and Grubbing DEI#50075660 02110-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1.5 INFORMATIONAL SUBMITTALS A. Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by site clearing. 1. Use sufficiently detailed photographs or videotape. 2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain. B. Record Drawings: Identifying and accurately showing locations of capped utilities and other subsurface structural, electrical, and mechanical conditions. 1.6 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities having jurisdiction. B. Do not commence site clearing operations until temporary erosion- and sedimentation-control and plant-protection measures are in place. C. The following practices are prohibited within protection zones: 1. Storage of construction materials, debris, or excavated material. 2. Parking vehicles or equipment. 3. Foot traffic. 4. Erection of sheds or structures. 5. Impoundment of water. 6. Excavation or other digging unless otherwise indicated. 7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. D. Do not direct vehicle or equipment exhaust towards protection zones. E. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones. i F. Soil Stripping, Handling, and Stockpiling: Perform only when the topsoil is dry or slightly moist. Dewberry Engineers Inc. Clearing and Grubbing DEI#50075660 02110-2 11 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 PART 2 - PRODUCTS 2.1 MATERIALS A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 02300 "Earthwork." 1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site. PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly identify trees, shrubs, and other vegetation to remain. Wrap a 1-inch blue vinyl tie tape flag around each tree trunk at 54 inches above the ground. C. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion- and sedimentation-control measures in accordance with Virginia Department of Environmental Quality requirements to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and requirements of authorities having jurisdiction. B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones. C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established. D. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.3 TREE AND PLANT PROTECTION A. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by the owner. Dewberry Engineers Inc. Clearing and Grubbing DEI#50075660 02110-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.4 EXISTING UTILITIES A. Locate, identify, disconnect, and seal or cap utilities indicated to be protected. B. Locate, identify, and disconnect utilities indicated to be abandoned in place. C. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's written permission. 3.5 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Grind down stumps and remove roots, obstructions, and debris to a depth of 18 inches below exposed subgrade. 3. Use only hand methods for grubbing within protection zones. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. 3.6 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to depth of 6 inches in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove subsoil and non-soil materials from topsoil, including clay lumps, gravel, and other objects more than 2 inches in diameter; trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water. 1. Limit height of topsoil stockpiles to 72 inches. Dewberry Engineers Inc. Clearing and Grubbing DEI#50075660 02110-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2. Do not stockpile topsoil within protection zones. 3. Dispose of surplus topsoil. Surplus topsoil is that which exceeds quantity indicated to be stockpiled or reused. 3.7 SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction. B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. 1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along line of existing pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically. 2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating, following coating manufacturer's written instructions. Keep paint off surfaces that will remain exposed. 3.8 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. END OF SECTION 02110 Dewberry Engineers Inc. Clearing and Grubbing DEI#50075660 02110-5 1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Clearing and Grubbing DEI#50075660 02110-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 SECTION 02120 EROSION AND SEDIMENT CONTROL PART 1 -GENERAL 1.1 SCOPE A. Compliance: This WORK shall be performed in accordance with the Erosion and Sediment Control Plan of the construction Drawings and the details provided therein, and as described, detailed and required by the Virginia Department of Environmental Quality (VDEQ) in the most recent edition of the Virginia Erosion and Sediment Control Handbook and the land disturbance permit required by the local authority. The Contractor shall be responsible for providing an employee who will be in responsible charge as a Responsible Land Disturber (RLD) for the erosion and sediment control plan and requirements for the project that are certified by the Virginia Department of Conservation and Recreation. The name of the Contractor's RLD and copy of his current certification shall be provided to the Owner, Engineer and Erosion and Sediment Control Plan approving authority prior to issuance of the Notice To Proceed for the project. The Contractor shall be responsible for posting the Erosion and Sediment Control bond and attending a preconstruction conference with the County of Albemarle, the Erosion and Sediment Control Plan approving authority, unless the project is determined to be exempt. The Contractor shall adhere to all conditions of the VDEQ Storm Water Management General Permit for Construction Activities. B. Details: Erosion & Sediment control measures shown on the drawings are based on an assumed construction method, the CONTRACTOR's selected construction methods may require modification to the details to meet the E & S Requirements. The CONTRACTOR is responsible for making any modifications to comply with the land disturbance permit. 1.2 RELATED SECTIONS Intent: The provisions and intent of the AGREEMENT, including the General Conditions, Supplemental Conditions, and other requirements of the Contract Documents apply to the WORK as specified in this Section. WORK related to this Section is described throughout the Specifications. 1.3 REFERENCES Virginia Erosion and Sediment Control Handbook, latest edition Virginia Department of Transportation (VDOT) Road and Bridge Specifications, latest edition Dewberry Engineers Inc. Erosion and Sediment Control DEI#50075660 02120-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 1.4 SUBMITTALS A. Permanent Seed Mixture: Provide written notification as to the seed mixture to be used in accordance with the contract documents. B. Erosion and Sediment Control: Submit and maintain on-site a copy of the Erosion and Sediment Control permit issued by the local approving authority for both on- site and off-site operations. C. Responsible Land Disturber: Copy of Certification to be submitted at the pre- construction meeting. 1.5 MAINTENANCE Maintain all erosion and sediment control structures to be utilized during the life of the Project in compliance with the regulations of the Division of Soil and Water Conservation until vegetative cover is acceptable to the Division's field personnel and approval acceptance is received. PART 2 -PRODUCTS 2.1 FILTER FABRIC Geotextile fabric for use in Silt Fences, Silt Barriers, or Filter Barriers: Fabric shall contain ultraviolet inhibitors and stabilizers to provide at least 6 months of expected, usable construction life at a temperature range of 0 degrees F to 125 degrees F. The tensile strength of the material after 6 months of installation shall be at least 50 percent of the initial strength. Physical Property Test Method Requirements (Min.) Filtering Efficiency VTM-51 75% Flow Rate VTM-51 0.2 gal/sq. ft./minute Tensile Strength @ VTM-52 Extra Strength: 20 (Max.) 60 lb./linear inch elongation Standard Strength: 30 lb./linear inch Seams shall be equal in strength to the basic material. Additional fabric material or non-corrosive steel wire may be incorporated into fabric to increase overall strength. 2.2 TEMPORARY SEEDING Dewberry Engineers Inc. Erosion and Sediment Control DEI#50075660 02120-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 A suitable mixture shall be selected from those listed in Virginia Erosion and Sediment Control Handbook and as shown on the plans. The measures of surface roughening and soil stabilization matting or blankets shall be used on steep slopes to reduce runoff velocity and aid in the establishment of vegetative cover with seeding. 2.3 PERMANENT SEEDING A suitable mixture shall be selected from those listed in Virginia Erosion and Sediment Control Handbook and as shown on the plans. The measures of surface roughening and soil stabilization matting or blankets shall be used on steep slopes to reduce runoff velocity and aid in the establishment of vegetative cover with seeding. 2.3 MULCH A suitable mixture shall be selected from those listed in Virginia Erosion and Sediment Control Handbook and as shown on the plans. PART 3 -EXECUTION 3.1 EROSION AND SEDIMENT CONTROL MEASURES A. Measures: Silt fence, inlet protection, soil stabilization, construction safety fence, temporary vegetation, and all other items-for erosion and sediment control shall be constructed as directed by the ENGINEER or in the locations shown or designated on the Drawings in accordance with the details provided. B. Schedule: CONTRACTOR shall institute the erosion and sediment control program as a part of clearing and grubbing, and prior to rough grading. The initial program shall include, however is not limited to, the installation of silt fences, staked straw bales, diversion ditches and/or gravel weirs as shown on erosion and sediment control Drawing at the limits of clearing and grubbing where silt-carrying surface water runoff may be diverted and/or filtered prior to leaving the disturbed area. C. Temporary Seeding: "Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year." D. Steep Slopes: On all steep slopes, where erosion is probable, hydroseed areas as soon as possible in strict accordance with applicable provision of Section 603 of the VDOT Road and Bridge Specifications. Maximum allowable slope to be seeded is 2:1. As indicated on the plans, the measures of surface roughening and soil stabilization matting or blankets shall be used on steep slopes to reduce runoff velocity and aid in the establishment of vegetative cover with seeding. E. Pipe Outfalls: Any pipe outfall areas disturbed by construction shall be protected Dewberry Engineers Inc. Erosion and Sediment Control DEI#50075660 02120-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 with no-erodible materials conforming to the Virginia Erosion and Sediment Control Handbook. F. Maintenance: All erosion and sediment control devices installed during the course of construction shall be maintained in proper working order at all times, and shall not be removed until final stabilization of all disturbed areas or at the direction of the ENGINEER. 3.2 CLEANING OF ROADS AND STREETS CONTRACTOR shall maintain a vehicle wash rack or gravel bed at all vehicle egress areas. All vehicles shall be thoroughly cleaned of mud and silt before leaving the construction site to avoid tracking mud and silt onto roads, streets, and highways. In the event that tracking does occur, CONTRACTOR shall immediately clean the street or road of all debris, mud or silt and shall pay all damages resulting therefrom. A daily survey of the condition of the adjacent streets and roads shall be made and recorded in the field log along with daily cleanup of the streets of the tracking from the site onto roads, alleys, parking lots, and highways. 3.3 PROTECTION OF STORMWATER SYSTEMS Stormwater structures which will receive runoff from the construction shall be protected from the buildup of mud or silt as outlined by the Virginia Erosion and Sediment Control Handbook or as directed by ENGINEER. 3.4 OFF-SITE BORROW/DISPOSAL AREAS Contractor shall be responsible for establishing erosion and sediment control measures at all off-site borrow and/or disposal areas. END OF SECTION 02120 P:ACSA15\50075660\Specs\Parking Lot\02120-Erosion and Sediment Control.doc Dewberry Engineers Inc. Erosion and Sediment Control DEI#50075660 02120-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Documents ACSA Project No.:2017-07 SECTION 02140 DEWATERING PART 1 -GENERAL 1.1 SUMMARY Keep all excavations and site structures free from water during construction. 1.2 RELATED SECTIONS Intent: The provisions and intent of the AGREEMENT, including the General Conditions, Supplemental Conditions, and other requirements of the Contract Documents apply to the WORK as specified in this section. WORK related to this Section is described throughout the Specifications. 1.3 SUBMITTALS A. Dewatering Plan: CONTRACTOR shall submit, for ENGINEER'S review, Drawings and data showing its proposed plan and required equipment for dewatering of all WORK areas. The Drawings and data shall include the planned method of dewatering excavations, wells, well points, sumps, collection and discharge lines, standby units proposed, and protective fills and ditches required for control of ground water, leachate and surface water. B. Schedule: The plan for dewatering shall be submitted within 7 days before the start of work. CONTRACTOR shall furnish such other information as may be required for ENGINEER'S complete understanding and analysis of the dewatering, grading and excavation plan. C. Engineer's Review: Review by ENGINEER shall not relieve CONTRACTOR of the responsibility for the adequacy of the dewatering plan or for furnishing all equipment, labor and materials necessary for dewatering the various parts of the WORK. If, during the progress of the WORK, it is determined by ENGINEER that the dewatering system grading and excavation Drawings, text and proposed methodology are inadequate, or that CONTRACTOR'S plan of construction is inoperative, CONTRACTOR shall, at its sole expense, furnish, install and operate such additional dewatering equipment and make such changes in other features of the Dewatering Plan or operation as may be necessary to perform the WORK in a manner satisfactory to ENGINEER. PART 2 - PRODUCTS Not Applicable Dewberry Engineers Inc. Dewatering DEI#50075660 02140-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100% Documents ACSA Project No.:2017-07 PART 3 - EXECUTION 3.1 METHODS A. Method: Dewatering can be accomplished by ordinary pumping methods, by the use of under drains or deep well points, whichever will produce the above results. In order to assure the continuous dewatering, duplicate units of the selected system incorporated with emergency power should be employed so that a reliable operation may be obtained. B. Location: All site WORK areas shall be dewatered where surface, leachate and/or ground water flows, if any, will adversely impact construction. C. Maintenance: All permanent improvements shall be constructed in areas free from water. Construct and maintain all permanent or temporary slopes, dikes, levees, drainage ditches, sumps, and observation wells necessary for the removal of water from WORK areas. Design, furnish, install, maintain, and operate all necessary pumping and other dewatering equipment required for dewatering the various site WORK areas and for keeping the foundation and other areas free from water from any and all sources. D. Schedule: All dewatering shall be performed in advance of grading, excavation and/or filling. The dewatering shall be accomplished in a manner that will prevent loss of fines from the foundation, will maintain stability of all excavated slopes and bottoms of excavations, and will permit all construction operations to be performed in the dry. Dewatering of excavations shall be performed to the extent required to permit placement of compacted fill materials in the dry and to prevent sloughing of the excavation side slopes. E. Requirements: Lower the ground water level a minimum of 3 feet below sub- foundation grade or as recommended by Geotechnical Engineer prior to sub- foundation preparation and placement of foundation materials. During the placement and compaction of fill or bedding materials, the water level at every point within the limits of fills being placed shall be maintained a minimum of 3 feet or greater or as recommended by Geotechnical Engineer below fill placement level in order that the required compaction can be achieved. Where conditions are such that running or standing water occur in the trench bottom or the soil in the trench bottom displays a "quick" tendency, the water shall be removed by pumps and suitable means such as well points or previous under drain bedding until the pipe has been installed and the backfill has been placed to a sufficient height to prevent pipe flotation. F. No installation will be permitted in trenches unless the subgrade is dry. If, in the opinion of the ENGINEER, the CONTRACTOR has failed to obtain an absolutely dry trench bottom by use of all known methods of trench dewatering, the ENGINEER may then order the CONTRACTOR to excavate below grade and place sufficient selected fill material over the trench bottom. Additional Dewberry Engineers Inc. Dewatering DEI#50075660 02140-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Documents ACSA Project No.: 2017-07 excavation and fill shall meet the requirements of Section 02270. 3.2 PROTECTION OF FOUNDATIONS AND EXISTING FACILITIES A. Contingency: Furnish standby equipment of sufficient size and capacity to insure continuous operation of the dewatering system. Any damage to structures due to a failure of dewatering equipment shall be repaired by CONTRACTOR at its expense, to the satisfaction of ENGINEER. CONTRACTOR may consider the use of recharge systems or other methods of protection of existing facilities. B. Completion: Dewatering shall be maintained in the WORK areas for as long as is necessary for the completion of WORK. Upon completion of the dewatering and control of water operation, all temporary dewatering facilities shall be removed in a manner satisfactory to ENGINEER. 3.3 DISPOSAL OF DRAINAGE WATER The disposal of all water from the dewatering and control of water operation and surface drainage shall be accomplished in a manner to have no detrimental effect on any of the new or existing facilities. The method and location of disposal of all water shall be subject to the approval of ENGINEER; in addition, no water shall be drained into WORK completed or under construction without prior consent of ENGINEER. Disposal of all water from dewatering activities shall comply with all Commonwealth of Virginia erosion and sediment control requirements. END OF SECTION 02140 P:\ACSA15\50075660\Specs\Parking Lot\02140- Dewatering.doc Dewberry Engineers Inc. Dewatering DEI#50075660 02140-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Documents ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Dewatering DEI#50075660 02140-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02270 EARTHWORK FOR UTILITIES PART 1 -GENERAL 1.1 SUMMARY The CONTRACTOR shall furnish all labor and equipment for excavation, installation, backfill, and testing of all water lines, and appurtenances as shown on the Drawings and specified herein. This section specifies excavation and backfill for all underground utilities. 1.2 RELATED SECTIONS Intent: The provisions and intent of the AGREEMENT, including the General Conditions, Supplemental Conditions, and other requirements of the Contract Documents apply to the WORK as specified in this Section. WORK related to this Section is described throughout the Specifications. 1.3 REFERENCES A. American Society of Testing and Materials (ASTM) B. Virginia Department of Transportation (VDOT) Road and Bridge Specifications C. American Society of Civil Engineers (ASCE), Manual No. 37 D. American Association of State Highway and Transportation Officials (AASHTO) E. Federal Highway Administration (FHA), Bulletin No. 373 F. Occupational Safety and Health Administration Regulations (OSHA) 1.4 QUALITY ASSURANCE A. Standards: Backfill material shall comply with the standards of the American Association of State Highway and Transportation Officials: T-191 "Density of Soil In-Place by the Sand-Cone Method" T-180 "Moisture-Density Relations of Soils using a 10 lb. Hammer and an 18 inch Drop" B. All costs for testing shall be borne by CONTRACTOR. C. Geotechnical Testing Agency Qualifications (Contractor provided): An independent testing agency qualified according to ASTM E 329 to conduct soil materials and rock-definition testing, as documented according to ASTM D 3740 and ASTM E 548 for testing indicated. PART 2 - PRODUCTS 2.1 BACKFILL MATERIALS Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Initial backfill materials shall conform to the following: A. Classification: USCS Soil Classification System (FHA Bulletin No. 373). 1. Class I: Angular, 6 to 25 mm (1/4 to 1 inch) graded stone. 2. Class II: Coarse sands and gravels with maximum particle size of 25 mm (1 inch including variously graded sands and gravels containing small percentages of fine, generally granular and non-cohesive, either wet or dry. Soil types GW, GP, SW, and SP are included in this class. 3. Class III: Fine sand and clayey gravels less than 1 inch including fine sands, sand-clay mixtures, and gravel-clay mixtures. Soil types GM, GC, SM, and SC are included in this class. B. Concrete: Concrete shall comply with Section 217 of the VDOT Road and Bridge Specifications, and shall have a 28-day compressive strength of 2,500 psi. PART 3 -EXECUTION 3.1 EXCAVATION A. General: 1. All excavation shall be open-cut type except where otherwise shown on the Drawings and unclassified regardless of the nature of material encountered to the depths indicated on the Drawings. No separate payment will be made for rock excavation to the depths indicated on the Drawings. 2. The slope of the sides of the excavation shall be kept as nearly vertical as possible consistent with the types of materials encountered. Where trenches would become unreasonably large due to a deep excavation or extremely wet condition, CONTRACTOR shall slope or bench the trench walls to maintain safe working conditions per OSHA Trenching Criteria. 3. A clear area shall be maintained a sufficient distance back from the top edge of the excavation to avoid overloading which may cause slides, cave-ins or shifting of the pipe. Any damage to pipes or structures occurring through settlements, heaving, water or earth pressures, slides, cave-ins or other causes; shall be repaired by CONTRACTOR at its expense. CONTRACTOR has the option of shoring, including sheet piling, which shall be installed during excavation where required for the protection of workmen, banks, roadways and adjacent paving, structures, and utilities or as directed by ENGINEER. Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-2 I' I Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 4. All excavation shall be performed in accordance with the current OSHA guide lines and any other regulatory authorities having jurisdiction. Provide adequate equipment to comply with OSHA regulations. 5. During excavation operations, material suitable for backfilling shall be piled in an orderly manner a sufficient distance from the banks of the trench on the up gradient side of the trench. B. Protection: Protect existing structures, utilities, sidewalks, pavements, and other facilities in areas of work. Barricade open excavations and provide warning lights. C. Shoring or Sheeting: Shoring or sheeting shall be removed as the WORK progresses, unless left in place by written order of ENGINEER. All blasting operations shall conform to Paragraph 3.8. D. Trench Width: CONTRACTOR shall comply with all local, state and federal guidelines when excavatingtrenches. Whenever the trench depth is less than p five (5) feet, the trench width shall be as narrow as is practicable to permit the pipe to be laid and joined properly, and to permit the backfill to be placed and compacted properly. The clear width of the trench at an elevation of one (1) foot above the top of the pipe shall be approximately equal to the external diameter of the pipe plus sixteen (16) inches. The width of the trench above the top of the pipe may be as wide as necessary for sheeting and bracing and the proper performance of the WORK. Whenever the trench depth exceeds five (5) feet, approved shoring or trench boxes shall be used. Excavation at manholes and similar structures shall be sufficient to leave at least twelve (12) inches clearance between their outer surface and the embankment or sheeting. Minimum clearance between side of trench and pipe shall be eight (8) inches. E. Trench Length: No more than 100 feet of trench shall be opened in advance of the completed waterline when located along streets, highways, or private roads and not more than 200 feet of trench in other locations. F. Sidewalls: The sidewalls of pipe trenches shall be as nearly vertical as practicable to a point above the top of the pipe. G. Overexcavation: Trenches shall be excavated to the design grade of the pipe to provide uniform bearing and support along the entire length of pipe. Care shall be taken not to over excavate. Over excavation of otherwise suitable material shall be replaced with VDOT No. 68 or 21A crushed stone or gravel. The cost of such fill shall be borne by CONTRACTOR. H. Rock: Where rock is encountered in trench excavation, whether solid or in the form of loose rock, shale, or large boulders, it shall be removed by approved methods to the extent that no projection of rock shall be nearer than six (6) inches to any part of the water pipe, nor project beyond the lines and grades of Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 structures. Any blasting operations shall conform to Paragraph 3.8. No blasting shall be done within twenty-five (25) feet of any completed work or adjacent to any other structure unless proper precautions are taken. End of water line adjacent to blasting shall be covered to avoid receiving debris. No rock or asphalt over six (6) inches in any dimension shall be placed in the trench and in no case shall rock or asphalt be placed closer than two (2) feet vertically to the installed pipe. Where the bottom of the pipe trench occurs in rock, the rock shall be excavated to 6 inches for pipes 24-inches in diameter and smaller, and 9 inches for pipes 30-inches in diameter and larger, below the trench depth indicated on the Drawings or specified elsewhere. Overdepths in rock excavation and unauthorized overdepths shall be backfilled with VDOT No. 68 crushed stone or gravel. Unsuitable Material: All excavated material not suitable for backfill shall be removed and disposed of in an acceptable manner. Grading shall be done as may be necessary to prevent water from flowing into trenches or other excavations, and any water accumulating therein shall be removed by approved methods. Whenever wet or otherwise unsuitable material incapable of properly supporting the pipe is encountered in the trench bottom, such material shall be overexcavated to a depth necessary to allow for construction of a stable pipe bedding. The trench shall be backfilled with suitable materials to proper grade. The CONTRACTOR shall notify ENGINEER immediately when such conditions are encountered and the ENGINEER will determine the amount of overexcavation required. No additional compensation will be considered for additional excavation. J. Installation of Identification: During back-filling/top soiling of underground piping, install continuous underground-type plastic line markers, located directly over buried lines. See section 02798, "Utility Location and Identification" for additional information. 3.2 SEPARATION OF WATERLINES AND SANITARY SEWERS A. Waterlines shall be laid at least ten feet horizontally from sewer lines and sewer manholes whenever possible; the distance shall be measured edge-to-edge. When local conditions prevent a horizontal separation of ten feet, the waterline may be laid closer to a sewer main or sewer manhole provided that: (1) the bottom (invert) of the waterline is at least 18 inches above the top (crown) of the sewer; (2) where this vertical separation cannot be obtained, the sewer shall be constructed of AWWA approved Ductile Iron water pipe, pressure-tested in place to 30 psi without leakage prior to back-filling; and (3) the sewer manhole shall be of watertight construction and tested in place. B. Crossing: Waterline crossing over a sewer line shall be laid to provide a separation of at least 18 inches between the bottom of the waterline and the top of the sewer whenever possible. Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-4 I , Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. When local conditions prevent a vertical separation described above, the following construction shall be used: (1) sewers passing over or under waterlines shall be constructed of AWWA approved Ductile Iron water pipe, pressure tested in place to 30 psi without leakage prior to back-filling; (2) waterlines passing under sewers shall, in addition, be protected by providing: 1. A vertical separation of at least 18 inches between the bottom of the sewer and the top of the waterline. 2. Adequate structural support for the sewer to prevent excessive deflection of joints and the settling on and breaking of the water line. 3. That the length of waterline be centered at the point of the crossing so that joints shall be equidistant and as far as possible from the sewer. The length of sewer pipe shall also be centered at the point of crossing, so that joints shall be equidistant and as far as possible from the water line. 4. Sewer Manholes: If a waterline passes within 10 feet of a sewer manhole, the sewer manhole shall be tested and made watertight. 5. Sewers and Sewer Manholes: No water pipes shall pass through or come in contact with any part of a sewer manhole. 3.3 BEDDING A. General: The trench shall be excavated to a depth required so as to provide a - uniform and continuous bearing and support for the pipe. It shall be permissible to disrupt the finished surface of the trench over a maximum length of eighteen (18) inches near the middle of each length of pipe for the withdrawal of pipe slings or other lifting tackle. The finished subgrade shall be prepared accurately by means of hand tools. Where excavation is made in rock or boulders, the subgrade shall be made by backfilling with six (6) inches of No. 68 or 21A Virginia Department of Transportation stone which shall be thoroughly compacted. The bedding material shall extend evenly to the trench wall. B. Bedding in Good Soil: The bottom of the trench shall be scraped and compacted. All stones shall be removed to insure the pipe doesn't rest on rock, or a four (4) inch bedding of No. 68 Virginia Department of Transportation Stone shall be provided. The bedding material shall extend evenly to the trench wall. Bell holes shall be cut for the proper marking of the joints and to prevent the pipe from resting on the bells. C. Bedding in Poor Soil: Whenever the soil at the bottom of the trench is soft, unstable or saturated with water, a foundation of granular fill beneath the bedding shall be provided to a depth required to stabilize the soil. Bedding type shall be submitted to the ACSA and approved before incorporating into the work. 3.4 BACKFILLING Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 A. General: All trenches or excavation shall be backfilled to the original surface of the ground or to such other grades as may be shown on the approved plans. Backfilling shall be subject to ;the approval of the ACSA for the type of construction used. All backfilling shall be carried along as speedily as possible with the trench being filled, in general, as soon as the concrete, or mortar and masonry are sufficiently set. New trenching will not be permitted when earlier trenches need backfilling or labor, is needed to restore the surfaces of streets or other areas to a safe and proper condition. B. Operation: CONTRACTOR shall keep trenches backfilled on a daily basis. Prior to the end of the working day, each trench will be completely backfilled. All backfill shall be brought up equally along each side of the pipe in such manner as to avoid displacement of or damage to the pipe. C. Material: The backfill material shall consist of material which has been excavated from the trench when the trench is located greater than 1' outside the limits of existing pavement. Rubbish, frozen material, broken pavement or other debris, stones greater than a maximum dimension six (6) inches organic muck, sticky masses of clay and gumbo, or other materials considered deleterious by ENGINEER and which are difficult to properly compact shall not be put back in the trench. Backfill material for trenches located within the limits of existing pavement shall be compacted VDOT No. 21B stone aggregate and meet the requirements of the Pavement Repair Detail on the plans. D. Disposal of Unsatisfactory Material: When, in the opinion of ENGINEER, the excavated material is not satisfactory for use as backfill, the material shall be disposed of under direction of ENGINEER. Select material shall be brought in by CONTRACTOR. No extra payment will be made for disposing of unsatisfactory material or bringing in select material. E. Backfilling: Backfill over all pipe to a depth of twenty-four (24) inches shall be carefully placed in layers approximately six (6) inches thick, each layer being thoroughly tamped and compacted by hand or pneumatic tamper in place. Special care shall be taken in using a mechanical tamper directly over the pipe. Above twenty-four (24) inches, backfill shall be deposited in six (6) inch layers in traffic areas, twelve (12) inch layers in non-traffic areas, or a thickness which will permit compaction to a density of at least 95% of the maximum density at optimum moisture content as determined by the AASHTO Standard Proctor test (AASHTO Designation T-99) under all proposed traffic areas. Backfill in existing traffic areas shall be in accordance with the Virginia Department of Transportation's standards. i F. Compaction: The material to be used for backfill shall contain a moisture content that will facilitate compaction. Unless otherwise shown on the plans, the backfill in all trenches shall be thoroughly compacted. The compacting shall be done by suitable mechanical means. In all cases, special care shall be taken to see that Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 the spaces at the sides of the trench are thoroughly filled and compacted. If necessary, the earth shall be moistened during the operations. G. Testing: All costs associated with testing shall be borne by CONTRACTOR. The backfill shall be tested to ensure the required densityis beingachieved. It q shall be required that a minimum of one (1) compaction test will be conducted on trench backfill per 400 linear feet of waterline. The location of tests shall be selected in the field by ACSA and will not necessarily be limited to regular intervals. The results of all compaction tests shall be submitted to ACSA for review and approval prior to acceptance of construction. The degree of compaction required for trenches in streets and paved areas is 95% of maximum density and for trenches in all other areas the required density shall be 90% of maximum density. If the tests indicate the required density has not been obtained, the contractor shall remove, replace and recompact the material to the specified density. Failure of any compaction tests may result in additional compaction tests being required. H. Protection of Pipe: Backfilling shall be done in such a way as to prevent dropping of material directly on top of the pipe from more than a three (3) foot vertical distance. When placing material from a bucket it must be lowered so that the shock of the falling earth will not damage the water line. I. Excess Disposal: Excess material shall be disposed of at the discretion of the OWNER. No additional payment will be made for disposal of excess material. J. Settlement: All backfilled areas where settlement occurs shall be filled and maintained during the life of the Project and for a period of 1 year following the date of final acceptance of all WORK. K. Hazards: When the CONTRACTOR is notified by ENGINEER or OWNER that any backfill presents a hazard, CONTRACTOR shall correct such hazardous condition at once. 3.5 FILL A. Material: Fill shall be provided where required to raise the subgrade to the elevations shown on the Drawings. The material used, the maximum thickness of each layer prior to compaction, and the percent of maximum density required at optimum moisture content as determined by AASHTO T-99, shall be as stated hereinafter in this Specification. Fill material shall be free of debris, roots, and organic or frozen materials. B. Foundation: No fill shall be placed until the subgrade has been checked and approved by a licensed Geotechnical Engineer, and in no case shall fill be placed on a subgrade that is muddy, frozen, or that contains frost. C. Moisture Content: Each layer shall be uniformly spread and moistened, or dried Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-7 Albemarle CountyService Authority tY November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 by aeration as required to attain the proper moisture content for the required p q degree of compaction. D. Placing: The approved materials shall be placed in successive horizontal layers of loose material not more than 6 inches thick where compaction is by rollers or vibrators and 4 inches thick where mechanical tamping is required. If sands or poorly graded gravels (either of which contains less than 15 percent passing the No. 200 sieve) are used, they shall be placed fully saturated to prevent bulking. Well graded gravel shall be placed at the optimum moisture content. For all other materials, each layer shall' be wetted or dried by aeration to a moisture content within 2 to 4 percent of optimum. 3.6 BORROW A. Availability: Where satisfactory materials are not available in sufficient quantity from required excavations, suitable materials shall be obtained from approved off-site borrow areas. B. Placement: Borrow material shall be placed and compacted only when approved by ENGINEER and a Licensed Geotechnical Engineer. C. Payment: No separate payment will be made for furnishing and placing approved borrow material. Compensation in full is included in the agreed to price paid for this Project. 3.7 COMPACTION A. Method: Where sands and/or gravels are used for backfill, the material shall be compacted to maximum possible density with a plate-type vibrating compactor of standard manufacture, consisting of a variable speed power unit attached to a vibratory plate. The vibrator may be single or multiple type and shall provide sufficient unit pressure on the vibratory plate to obtain maximum density. When the proper moisture content is obtained for all other soils to be used for backfill, they shall be compacted to a density of 95 percent of maximum density as required in pavement areas. B. Moisture: Moisture density relations, specified for materials used for fills and backfill, shall be determined and the degree of compaction controlled (except where otherwise specified) in accordance with the requirements of AASHTO T 99. 3.8 BLASTING A. Blasting can be used if approved by OWNER. B. Blasting, where required, shall I be done with care in accordance with all Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-8 1 i Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.: 2017-07 applicable Federal, State, and local laws, ordinances, rules and regulations of the authorities having jurisdiction and by skilled and experienced blasters. A blasting permit must•be obtained from the Albemarle County Department of Fire & Rescue prior to commencing the work. All Federal, State, and local regulations governing construction safety shall be adhered to and any violation of such regulations shall be deemed the sole responsibility of the Contractor. Proper notification shall be given to the ACSA and the public prior to the commencement of blasting operations. Blasting on Saturdays, Sundays, and holidays will be permitted only with written permission from the ACSA. C. Precautions shall be taken to prevent injury to persons and damage to property. No blasting shall be done within twenty-five (25) feet of any completed work or adjacent to any other structures unless proper precautions are taken. Ends of utility lines adjacent to the blasting area shall be covered to avoid debris and damage. Whenever blasting will be undertaken in the vicinity of an existing utility, it shall only be done with direct"onsite" supervision of the ACSA. Any damage as a result of blasting operations shall be the sole responsibility of the Contractor. 3.9 AGGREGATE A. Gravel Roads, Drives, and Shoulders: Disturbed gravel roads, driveways and shoulders shall be replaced with VDOT No. 21A stone aggregate a minimum of 4 inches or equal to the original thickness, whichever is greater. END OF SECTION 02270 P•\ACSA15\50075660\Specs\Parking Lot\02270- Earthwork for Utilities.doc i I Dewberry Engineers Inc. Earthwork for Utilities DEI#50075660 02270-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02300 EARTHWORK PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Preparing subgrades for walks, turf, and grasses. 2. Excavating and backfilling for structures. 3. Subbase course for concrete walks. 4. Subbase course for asphalt paving. B. Related Sections: 1. Section 02110 "Clearing and Grubbing" for site stripping, grubbing, stripping and stockpiling topsoil, and removal of above- and below-grade improvements and utilities. 2. Section 02920 "Lawns and Grasses" for finish grading in turf and grass areas, including preparing and placing planting soil for turf areas. 1.3 DEFINITIONS A. Backfill: Soil material or controlled low-strength material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving. C. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying pipe. D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill. E. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 F. Fill: Soil materials used to raise existing grades. G. Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material 3/4 cu. yd or more in volume that exceed a standard penetration resistance of 100 blows/2 inches when tested by a geotechnical testing agency, according to ASTM D 1586. H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. Subbase Course: Aggregate layer placed between the subgrade and base course for hot-mix asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete pavement or a cement concrete or hot-mix asphalt walk. J. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials. K. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.4 INFORMATIONAL SUBMITTALS A. Material Test Reports: For each on-site and borrow soil material proposed for fill and backfill as follows: 1. Classification according to ASTM D 2487. 2. Laboratory compaction curve according to ASTM D 698. 1.5 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during earth moving operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner's Representative and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by Owner's Representative or authorities having jurisdiction. B. Utility Locator Service: Notify "Miss Utility" for area where Project is located before beginning earth moving operations. C. Do not commence earth moving operations until temporary erosion- and sedimentation-control measures are in place. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 D. The following practices are prohibited within protection zones: 1. Storage of construction materials, debris, or excavated material. 2. Parking vehicles or equipment. 3. Foot traffic. 4. Erection of sheds or structures. 5. Impoundment of water. 6. Excavation or other digging unless otherwise indicated. 7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. E. Do not direct vehicle or equipment exhaust towards protection zones. F. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: Soil Classification Groups GW, GP, GM, SW, SP, and SM according to ASTM D 2487, or a combination of these groups; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D 2487, or a combination of these groups. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. E. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1-1/2-inch sieve and not more than 8 percent passing a No. 200 sieve. F. Sand: ASTM C 33; fine aggregate. G. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 PART 3 -EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth moving operations. B. Protect and maintain erosion and sedimentation controls during earth moving operations. C. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials. 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. 1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 3.3 EXPLOSIVES A. Explosives: Do not use explosives. 3.4 EXCAVATION, GENERAL A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. - 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. 2. Remove rock to lines and grades indicated to permit installation of permanent construction without exceeding the following dimensions: a. 24 inches outside of concrete forms other than at footings. b. 12 inches outside of concrete forms at footings. c. 6 inches outside of minimum required dimensions of concrete cast against grade. d. Outside dimensions of concrete walls indicated to be cast against rock without forms or exterior waterproofing treatments. e. 6 inches beneath bottom of concrete slabs-on-grade. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.5 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. B. Excavations at Edges of Tree- and Plant-Protection Zones: 1. Excavate by hand to indicated lines, cross sections, elevations, and 1 subgrades. Use narrow-tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots. 3.6 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. 3.7 SUBGRADE INSPECTION A. Notify Owner's Representative when excavations have reached required subgrade. B. If Owner's Representative determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Proof-roll subgrade below the building slabs and pavements with a pneumatic- tired and loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades. 1. Completely proof-roll subgrade in one direction. Limit vehicle speed to 3 mph. 2. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Owner's Representative, and replace with compacted backfill or fill as directed. D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Owner's Representative, without additional compensation. 3.8 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without Dewberry Engineers Inc. Earthwork DEI#50075660 02300=5 I Albemarle.County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi, may be used when approved by Owner's Representative. 1. Fill unauthorized excavations under other construction, pipe, or conduit as directed by Owner's Representative. 3.9 STORAGE OF SOIL MATERIALS A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 3.10 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for Record Documents. 3. Testing and inspecting underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris. 6. Removing temporary shoring and bracing, and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. B. Place backfill on subgrades free of mud, frost, snow, or ice. 3.11 SOIL FILL A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. B. Place and compact fill material in I`ayers to required elevations as follows: 1. Under grass and planted areas, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs, use engineered fill. 5. Under footings and foundations, use engineered fill. C. Place soil fill on subgrades free of Imud, frost, snow, or ice. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.12 SOIL MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to unit 3.13 COMPACTION OF SOIL BACKFILLS AND specifieddry FILLS weight. A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698]: I 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches of existing subgrade and each layer of backfill or fill soil material at 95 percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 92 percent. 3. Under turf or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 85 percent. 3.14 GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Turf or Unpaved Areas: Plus or minus 1 inch. 2. Walks: Plus or minus 1 inch. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3. Pavements: Plus or minus 1/2 inch. 3.15 SUBBASE AND BASE COURSES UNDER PAVEMENTS AND WALKS A. Place subbase course and base course on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place subbase course and base course under pavements and walks as follows: 1. Install separation geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends. 2. Place base course material over subbase course under hot-mix asphalt pavement. 3. Shape subbase course and base course to required crown elevations and cross-slope grades. 4. Place subbase course an,d base course 6 inches or less in compacted thickness in a single layer. 5. Place subbase course and base course that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick. 6. Compact subbase course,and base course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 698]. 3.16 FIELD QUALITY CONTROL A. Testing Agency: Contractor will engage a qualified geotechnical engineering testing agency to perform tests and inspections. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earth moving only after test results for previously completed work comply with requirements. C. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Owner's Representative. D. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D 2922, an,d ASTM D 2937, as applicable. Tests will be performed at the following location's and frequencies: 1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least one test for every 2000 sq. ft. or less of paved area or building slab, but in no case fewer than three tests. 2. Foundation Wall Backfill: At each compacted backfill layer, at least one test for every 100 feet or less of wall length, but no fewer than two tests. Dewberry Engineers Inc. Earthwork DEI#50075660 02300-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 E. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil materials to depth required; recompact and retest until specified compaction is obtained. 3.17 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace soil material to depth as directed by Owner's Representative; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. • 3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off Owner's Representative's property. B. Transport surplus satisfactory soil to designated storage areas on Owner's Representative's property. Stockpile or spread soil as directed by Owner's Representative. 1. Remove waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off Owner's Representative's property. END OF SECTION 02300 Dewberry Engineers Inc. Earthwork DEI#50075660 02300-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Earthwork DEI#50075660 02300-10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02630 STORM SEWER PIPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions, Supplemental General Conditions, and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Work under this section shall consist of providing all labor, plant facilities, materials,tools, equipment, shop drawings and supervision necessary and required to install all of the storm drainage facilities, including piping,fittings, structures, bedding, and backfilling, as specified in accordance with the I contract documents. 1.3 REFERENCE SECTIONS A. Section 02270—Earthwork for Utilities 1.4 REFERENCE STANDARDS A. American Society For Testing and Materials (ASTM) 1. A185—Steel Welded Wire Fabric, Plain,for Concrete Reinforcement 2. A615—Deformed and Plain Billet-Steel Bars for Concrete Reinforcement 3. C76—Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe 4. C478—Precast Reinforced Concrete Manhole Sections 5. C913—Precast Concrete Water and Wastewater Structures 6. C1479—Installation of Reinforced Concrete Pipe 7. C990-01A—Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants 8. D2321 — Installation of Thermoplastic Pipe for Sewer/Gravity-Flow Applications 9. D3034—Type PSM Poly(Vinyl Chloride) (PVC)Sewer Pipe and Fittings 10. D3212—Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals 11. F477—Elastomeric Seals (Gaskets)for Joining Plastic Pipe B. American Association of State Highway and Transportation Officials(AASHTO) 1. M198—Joints for Circular Concrete Sewer and Culvert Pipe Using Flexible Watertight Gaskets 2. M252—Corrugated Polyethylene Drainage Tubing 3. M294—Corrugated Polyehtylene Pipe. 4. M199 — Standard Specification for Precast Reinforced Concrete Manhole Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Sections C. American Water Works Association (AWWA) 1. C110 — Ductile-Iron and Gray-Iron Fittings, 3 in through 48 in (75 mm through 1200 mm), for Water and Other Liquids (revision of ANSI/AWWA C110/A21.10-93) 2. C111 —Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings 3. C151 —Ductile-Iron Pipe, Centrifugally Cast,for Water D. American Concrete Institute(ACI) 1. 301 —Structural Concrete for Buildings, Specifications for 2. 318—Building Code Requirements for Structural Plain Concrete 1.5 PROJECT RECORD DOCUMENTS A. Accurately record as-built locations of pipe runs, connections, catch basins, cleanouts,top elevations and invert elevations. B. Identify and describe unexpected variations of subsurface conditions and location of any utilities encountered. 1.6 QUALITY ASSURANCE A. All costs related to re-inspection due to failures shall be paid for by the Contractor at no additional expense to the Owner. Owner reserves the right to direct any inspection that is deemed necessary. Contractor shall provide free access to site for inspection activities. 1.7 PROHIBITED MATERIALS A. PVC pipe is not permitted. 1.8 PROJECT CONDITIONS A. Removal/Relocation of Existing Utilities: The contractor shall be responsible for removal and/or relocation of existing utilities,whether shown or not shown on the drawings, at locations where conflicts occur with proposed storm drainage improvements at no additional cost to the owner. 1.9 SUBMITTALS A. The General Contractor and the Subcontractor shall execute the conformance submittal(s)for materials within this section. Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-2 Albemarle County Service AuthorityNovember 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 PART 2-PRODUCTS 2.1 PIPES AND FITTINGS A. Reinforced Concrete Pipe(RCP) 1. ASTM C76, Class III unless otherwise noted on drawings; and, 2. Butyl mastic sealant shall meet the requirements of ASTM C990- 01 a or AASHTO M198 for Type B flexible plastic gaskets. B. Ductile Iron Pipe(DIP) 1. Pipe shall meet the requirements of AWWA C151; and, 2. Fittings shall meet the requirements of AWWA C110 with rubber gaskets conforming to AWWA C111. C. High Density Polyethylene Pipe(HDPE)Smooth Interior 1. HDPE shall be dual wall, smooth interior type pipe. 2. Pipe and fittings shall conform to AASHTO M252 and M294; 3. Rubber gaskets shall meet the requirements of ASTM F477 with joints conforming to ASTM D3212; and, 4. Maximum permitted diameter of 24 inches. D. Subdrains, Underdrains, Foundation Drains 1. Shall be perforated Dual Wall HDPE with smooth interior 2.2 DRAINAGE STRUCTURES, DROP INLETS, CATCH BASINS, AND JUNCTION BOXES A. All structures shall be precast unless otherwise noted or approved by the owner in writing. 2.3 MANHOLE TO PIPE CONNECTOR A. All pipe entrances shall utilize a flexible boot connector B. All manholes shall have factory installed flexible connections for all pipe penetrations, and service laterals shall enter the sewerage system at manholes. 2.4 CLEANOUTS A. Pipe Material: Pipe material of the vertical riser shall match the lateral pipe material. Contractor shall provide a cleanout cap with 2" square external nut. Cap shall be located within the cleanout frame and cover and located within 6" of finished grade. Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 B. Frame and Cover 1. Frame and cover shall be heavy duty cast iron type rated for HS-20 vehicular loading. 2. Cover shall read "SANITARY SEWER" or"STORM SEWER" as appropriate. 3. Frame shall be 8" high. 4. For paved areas with brick or pavers, contractor shall utilize a square clean out frame and cover. Use of round frame and cover is acceptable at other locations. C. Placement: Cleanouts shall be placed in the following locations: 1. 5'from the building. Coordinate with building trades. 2. Every horizontal and vertical bend in the pipe. Layout of laterals shall minimize the number of bends required. 3. Every 50'for 4" pipe 4. Every 100' for 6" and larger pipe D. Installation 1. Frame & Cover shall be embedded in concrete in accordance with detail. 2.5 BEDDING AND BACKFILL MATERIAL A. Where the foundation material is found to be of poor supporting value or of rock, the Owner may make minor adjustments in the location of the pipe to provide a more suitable foundation. Where this is not practical,the foundation shall be conditioned by removing the existing foundation material by undercutting to the depth as directed by the geotechnical engineer and backfilling with either a suitable local material secured from unclassified excavation or borrow excavation at the nearest accessible location along the project, or foundation conditioning material consisting of crushed stone or gravel or a combination of sand and crushed stone or gravel ,approved by geotechnical engineer as being suitable for the purpose intended. The selection of the type of backfill material to be used for foundation conditioning will be made by the geotechnical engineer. 2.6 CONCRETE A. No concrete or masonry shall be placed when the temperature is below 40 degrees Fahrenheit, or when indications are for lower temperatures within 24 hours, unless protection of concrete and masonry is approved by the Owner. Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 Damage to the structure because of freezing shall be corrected by the Contractor at his own expense,to the satisfaction of the Owner. B. Concrete shall conform to ACI 301 and applicable referenced specifications and shall have a 28 day compressive strength of 4,000 psi unless noted otherwise. PART 3-EXECUTION 3.1 GENERAL A. The Contractor shall install all drainage structures and pipe in the locations shown on the drawings and/or as approved by the Owner. Pipe shall be of the type and sizes specified on the drawings and shall be laid accurately to line and grade. Structures shall be accurately located and properly oriented. B. Excavation and Backfill—The provisions in Section 02270, "Earthwork for Utilities" shall govern all work under this Section. C. Storage and Handling of Pipe—All pipe shall be protected against impact, shock and free fall, and only equipment of sufficient capacity and proper design shall be used in the handling of the pipe. Storage of pipe on the job shall be in accordance with the pipe manufacturer's recommendations. D. Damage to Pipe 1. Pipe which is defective from any cause, including damage caused by handling, and determined by the Owner as unrepairable, shall be I unacceptable for installation and shall be replaced at no cost to the Owner and as directed by the Owner;and, 2. Pipe that is damaged or disturbed through any cause prior to acceptance of the work, shall be repaired realigned or replaced as directed by the Owner, at the Contractor's expense. E. Manholes, catch basins and drain inlets shall be constructed as soon as the pipe laying reaches the location of the structures. Should the Contractor continue his pipe laying without making provisions for completion of the structures, the Owner shall have the authority to stop the pipe laying operations until the structure is completed. F. Any structure,which is mislocated or oriented improperly, shall be removed and re-built in its proper location, alignment and orientation at the Contractor's expense. Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.2 BEDDING A. Stone bedding material shall be placed in accordance with Section 02300, "Earthwork"for work described within this Section. B. See details for stone bedding material and extents. 3.3 PIPE SLOPE A. For pipes installed at slopes equal to or greater than 20%, contractor shall install concrete anchors. See details. 3.4 PIPE INSTALLATION A. Laying Pipe 1. Unloading and Handling: All pipes shall be unloaded and handled with reasonable care. Pipes shall not be rolled or dragged over gravel or rock during handling. The Contractor shall take necessary precautions to ensure the method used in lifting or placing the pipe does not induce stress fatigue in the pipe and the lifting device used uniformly distributes the weight of the pipe along its axis or circumference; 2. Each length of pipe shall be inspected for defects and cracks before carefully lowered into the trench. Any damaged or any pipe that has had its grade dis- turbed after laying shall be removed and replaced. Bituminous coated pipe shall be handled with special care and repair of damaged coating shall con- form with AASHTO M190; 3. Lay pipe on prepared foundation starting at the downgrade end according to line and grade with the necessary drainage structures, fittings, bends and ap- purtenances as shown on the drawings. Rigid pipes shall be laid with the bell or groove ends upgrade with the spigot or tongue fully inserted. Flexible pipes shall be laid with the inside circumferential laps pointing downstream and with the longitudinal laps at the side or quarter points. Reinforced concrete pipe shall be installed in accordance with ASTM C1479. HDPE pipes shall be installed in accordance with pipe manufacture's installation guidelines for heavy duty drainage applications and ASTM D2321; and, 4. Pipe sections shall be firmly joined together with appropriate gaskets or bands. 3.5 DROP INLET, CATCH BASIN, MANHOLE,AND JUNCTION BOX INSTALLATION A. Pre-cast Drainage Structures Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-6 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1. Structure units shall be assembled in accordance with the manufacturer's instructions to form a sound structural unit. 2. Patch joints of pre-cast pieces from inside and outside with non-shrink grout and finish smooth. 3. Waterproof from outside with bituminous coating per the manufacturer recommendations. Coal Tar Epoxy shall have a minimum dry film thickness of 16 millimeters (22 milimeters wet). Apply a minimum of two coats of bituminous coating. Each coat to be 8-10 millimeters thick(dry thickness). 4. Minimum Drop Inlet size is 2'x2'for up to 4' depth and minimum 4' inside dimensions for depths over 4' per modified VDOT DI-1, both with minimum grate size of 24". B. Fittings and Connections 1. Pipe connections shall be made so that the pipe is flush with the inside wall of the drainage structure, and shall be grouted as necessary to make smooth and uniform surfaces on the inside of the structure. Boxes to have bottoms filled with concrete to provide a bench between pipe inverts. 2. Flexible boots shall be used for all pipe connections. C. Frames, Grates and Hoods 1. Shall be set to grade in accordance with the drawings; 2. Contractor shall utilize threaded rod and high strength epoxy system for the installation of concrete riser rings and cast iron frame. 3. Shall be HS 20 rated and installed with 24" minimum clear opening. Flange shall have four(4) bolt holes. D. Interface with Existing Facilities 1. Compliance with Facility Owner Requirements: Connections made into existingdrainage facilities shall be performed in accordance with the 9 requirements of the Owner of the facility, and all pipes shall be cut flush with wall of struc- ture. Pipe connections to existing structures shall be made through the installation of a wall sleeve and grout, and then the use of a flexible boot connector. The Contractor will be required to comply with all such requirements, including securing of all required permits, and paying the costs thereof. The cost of making the connections in accordance with the requirements of the Owner of the existing facility shall be included in the Contract Sum; and, Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-7 Albemarle County Service Authority November 12,201.8 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2. Requirements: The Contractor shall make all required connections of the proposed drainage facilities into existing drainage facilities, where and as shown on the Drawings and/or as approved by the Owner. 3.6 CONSTRUCTION WITHIN THE PUBLIC R.O.W. A. Construction within the public right-of-way shall conform to all requirements of the regulatory authority having jurisdiction. 3.7 MODIFICATIONS OF EXISTING STRUCTURES A. General: The Contractor shall alter, reconstruct and/or convert existing structures where and as shown on the drawings, and/or as approved by the Owner. In general, alterations shall be performed with the same type of material used in the original construction unless otherwise indicated on the drawings or approved by the Owner. B. Damage to Existing Installations: The Contractor shall exercise extreme care during such alteration, reconstruction and/or conversions so as not to damage any portions of the structure and/or pipe shown to remain. Any such damage shall be repaired by the Contractor at his own expense and to the satisfaction of the Owner. 3.8 CONCRETE PLACEMENT A. Place cast-in-place concrete according to ACI 318 and ACI 350R. 3.9 PROTECTION AND CLEANING A. The Contractor shall maintain all pipe installations and drainage structures in a condition such that they will function continuously and shall be kept clean of silt, debris and other foreign matter from the pipe and drainage structure is installed until the project is accepted. 3.10 FINAL INSPECTION A. Upon completion of the work and before final acceptance by the Owner, the entire drainage system shall be subject to a final inspection in the presence of the Owner and/or Site Engineer. The work shall not be considered as complete until all requirements for line, grade, cleanliness, and workmanship have been completed. B. Storm Sewer Pipe Testing: Storm sewer pipes and structures shall be visually inspected by the CONTRACTOR and testing agency of the OWNER prior to backfilling. Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.11 ASBUILTS A. Contractor shall provide complete asbuilts of the storm sewer, including inverts, exact pipe lengths, and a post-constructed topographic survey. END OF SECTION 02630 • Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Storm Sewer Piping DEI#50075660 02630-10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02710 ASPHALT PAVING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Divisions 0 and I Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Cold milling of existing hot-mix asphalt pavement. 2. Hot-mix asphalt patching. 3. Hot-mix asphalt paving. 4. Hot-mix asphalt paving overlay. 5. Asphalt surface treatments. 6. Pavement-marking paint. B. Related Sections: 1. Division II Section "Earthwork" for aggregate subbase and base courses under pavements and walks. 1.3 DEFINITION A. Hot-Mix Asphalt Paving Terminology: Refer to ASTM D 8 for definitions of terms. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include technical data and tested physical and performance properties. 1. Job-Mix Designs: Certification, by authorities having jurisdiction, of approval of each job mix proposed for the Work. 2. Job-Mix Designs: For each job mix proposed for the Work. B. Shop Drawings: Indicate pavement markings, lane separations, and defined parking spaces. Indicate, with international symbol of accessibility, spaces allocated for people with disabilities. C. Qualification Data: For qualified manufacturer and Installer. D. Material Certificates: For each paving material, from manufacturer. E. Material Test Reports: For each paving material. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-1 it Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: A paving-mix manufacturer registered with and approved by authorities having jurisdiction or the DOT of state in which Project is located. B. Installer Qualifications: Imprinted-asphalt manufacturer's authorized installer who is trained and approved for installation of imprinted asphalt required for this Project. i C. Testing Agency Qualifications: Qualified according to ASTM D 3666 for testing indicated. D. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of the latest edition of the VDOT Road and Bridge Specifications for asphalt paving work. 1. Measurement and payment provisions and safety program submittals included in the VDOT Road and Bridge Specifications do not apply to this Section. E. Preinstallation Conference: Conduct conference at Project site. 1. Review methods and procedures related to hot-mix asphalt paving including, but not limited to, the following: a. Review proposed sources of paving materials, including capabilities and location of plant that will manufacture hot-mix asphalt. b. Review condition of subgrade and preparatory work. c. Review requirements for protecting paving work, including restriction of traffic during installation period and for remainder of construction period. d. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver pavement-marking materials to Project site in original packages with seals unbroken and bearing manufacturer's labels containing brand name and type of material, date of manufacture, and directions for storage. B. Store pavement-marking materials in a clean, dry, protected location within temperature range required by manufacturer. Protect stored materials from direct sunlight. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp, if rain is imminent or expected before time required for adequate cure, or if the following conditions are not met: 1. Prime Coat: Minimum surface temperature of 60 deg F. 2. Slurry Coat: Comply with weather limitations in ASTM D 3910. 3. Asphalt Base Course: Minimum surface temperature of 40 deg F and rising at time of placement. 4. Asphalt Surface Course: Minimum surface temperature of 60 deg F at time of placement. B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for oil- based materials 55 deg F for water-based materials, and not exceeding 95 deg F. PART 2 - PRODUCTS 2.1 AGGREGATES A. General: Use materials and gradations that have performed satisfactorily in previous installations. B. Coarse Aggregate: ASTM D 692, sound; angular crushed stone, crushed gravel, or cured, crushed blast-furnace slag. C. Fine Aggregate: ASTM D 1073, sharp-edged natural sand or sand prepared from stone, gravel, cured blast-furnace slag, or combinations thereof. 1. For hot-mix asphalt, limit natural sand to a maximum of 20 percent by weight of the total aggregate mass. 2.2 ASPHALT MATERIALS A. Binder: Asphalt p de . AASHTO M 320 or AASHTO MP 1 a. B. Asphalt Cement: ASTM D 3381 for viscosity-graded material. C. Prime Coat: Asphalt emulsion prime coat complying with VDOT Road and Bridge Specifications and requirements. D. Water: Potable. E. Undersealing Asphalt: ASTM D 3141, pumping consistency. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2.3 AUXILIARY MATERIALS A. Herbicide: Commercial chemical for weed control, registered by the EPA. Provide in granular, liquid, or wettable powder form. B. Sand: ASTM D 1073, Grade Nos. 2 or 3. C. Paving Geotextile: AASHTO M 288, nonwoven polypropylene; resistant to chemical attack, rot, and mildew; and specifically designed for paving applications. D. Pavement-Marking Paint: Latex, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952, Type II, with drying time of less than 45 minutes and colors as designated on the plans. E. Wheel Stops: Precast, air-entrained concrete, 2500-psi minimum compressive strength, 4-1/2 inches high by 9 inches wide by 72 inches long. Provide chamfered corners, drainage slots on underside, and holes for anchoring to substrate. 1. Dowels: Galvanized steel, 3/4-inch diameter, 10-inch minimum length. 2.4 MIXES A. Hot-Mix Asphalt: Dense, hot-laid, hot-mix asphalt plant mixes approved by authorities having jurisdiction and'complying with the following requirements: 1. Provide mixes with a history of satisfactory performance in geographical area where Project is located. 2. Base Course: VDOT approved BM-25.0A 3. Surface Course: VDOT approved SM-9.5A. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that subgrade is dry and in suitable condition to begin paving. B. Proof-roll subgrade below pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades. 1. Completely proof-roll subgrade in one direction. Limit vehicle speed to 3 mph. 2. Proof roll with a loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons. 3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Engineer, and replace with compacted backfill or fill as directed. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-4 Albemarle CountyService AuthorityNovember 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Proceed with paving only after unsatisfactory conditions have been corrected. D. Verify that utilities, traffic loop detectors, and other items requiring a cut and installation beneath the asphalt surface have been completed and that asphalt surface has been repaired flush with adjacent asphalt prior to beginning installation of imprinted asphalt. 3.2 COLD MILLING A. Clean existing pavement surface of loose and deleterious material immediately before cold milling. Remove existing asphalt pavement by cold milling to grades and cross sections indicated. 1. Mill to a depth of 1-1/2 inches. 2. Mill to a uniform finished surface free of excessive gouges, grooves, and ridges. 3. Control rate of milling to prevent tearing of existing asphalt course. 4. Repair or replace curbs, manholes, and other construction damaged during cold milling. 5. Excavate and trim unbound-aggregate base course, if encountered, and keep material separate from milled hot-mix asphalt. 6. Transport milled hot-mix asphalt to asphalt recycling facility. 7. Keep milled pavement surface free of loose material and dust. 3.3 PATCHING A. Hot-Mix Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Re-compact existing unbound-aggregate base course to form new subgrade. B. Portland Cement Concrete Pavement: Break cracked slabs and roll as required to reseat concrete pieces firmly. 1. Pump hot undersealing asphalt under rocking slab until slab is stabilized or, if necessary, crack slab into pieces and roll to reseat pieces firmly. 2. Remove disintegrated or badly cracked pavement. Excavate rectangular or trapezoidal patches, extending into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Re-compact existing unbound-aggregate base course to form new subgrade. C. Patching: Fill excavated pavements with hot-mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface. D. Patching: Partially fill excavated pavements with hot-mix asphalt base mix and, while still hot, compact. Cover asphalt base course with compacted, hot-mix surface layer finished flush with adjacent surfaces. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.4 SURFACE PREPARATION A. General: Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces. Ensure that prepared subgrade is ready to receive paving. B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and written application instructions. Apply to dry, prepared subgrade or surface of compacted-aggregate base before applying paving materials. 1. Mix herbicide with prime 'coat if formulated by manufacturer for that purpose. C. Prime Coat: Apply uniformly over surface of compacted unbound-aggregate base course at a rate of 0.15 to 0.50 gal./sq. yd. Apply enough material to penetrate and seal but not flood surface. Allow prime coat to cure. -- 1. If prime coat is not entirely absorbed within 24 hours after application, spread sand over surface to blot excess asphalt. Use enough sand to prevent pickup under traffic. Remove loose sand by sweeping before pavement is placed and after volatiles have evaporated. 2. Protect primed substrate from damage until ready to receive paving. 3.5 HOT-MIX ASPHALT PLACING A. Machine place hot-mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted. 1. Place hot-mix asphalt base course in number of lifts and thicknesses indicated. 2. Place hot-mix asphalt surface course in single lift. 3. Spread mix at minimum temperature of 250 deg F. 4. Begin applying mix along centerline of crown for crowned sections and on high side of one-way slopes unless otherwise indicated. 5. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt-paving mat. B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required. 1. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete a section of asphalt base course before placing asphalt surface course. C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove' excess material forming high spots. Fill depressions with hot-mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-6 � I Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 3.6 JOINTS A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct joints free of depressions, with same texture and smoothness as other sections of hot-mix asphalt course. 1. Clean contact surfaces and apply tack coat to joints. 2. Offset longitudinal joints, in successive courses, a minimum of 6 inches. 3. Offset transverse joints, in successive courses, a minimum of 24 inches. 4. Construct transverse joints at each point where paver ends a day's work and resumes work at a subsequent time. Compact joints as soon as hot- mix asphalt will bear roller weight without excessive displacement. 5. Compact asphalt at joints to a density within 2 percent of specified course density. 3.7 COMPACTION A. General: Begin compaction as soon as placed hot-mix paving will bear roller weight without excessive displacement. Compact hot-mix paving with hot, hand tampers or with vibratory-plate compactors in areas inaccessible to rollers. 1. Complete compaction before mix temperature cools to 185 deg F. B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to comply with requirements. C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot-mix asphalt is still hot enough to achieve specified density. Continue rolling until hot-mix asphalt course has been uniformly compacted to the following density: 1. Average Density: 96 percent of reference laboratory density according to ASTM D 6927, but not less than 94 percent nor greater than 100 percent. 2. Average Density: 92 percent of reference maximum theoretical density according to ASTM D 2041, but not less than 90 percent nor greater than 96 percent. D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is still warm. E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact thoroughly. F. Repairs: Remove paved areas that are defective or contaminated with foreign materials and replace with fresh, hot-mix asphalt. Compact by rolling to specified density and surface smoothness. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. H. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 3.8 INSTALLATION TOLERANCES A. Pavement Thickness: Compact each course to produce the thickness indicated within the following tolerances: 1. Base Course: Plus 1/2 inch, no minus. 2. Surface Course: Plus 1/4 inch, no minus. B. Pavement Surface Smoothness: Compact each course to produce a surface smoothness within the following tolerances as determined by using a 10-foot straightedge applied transversely or longitudinally to paved areas: 1. Base Course: 1/8 inch. 2. Surface Course: 1/8 inch. 3. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template is 1/4 inch. 3.9 PAVEMENT MARKING A. Do not apply pavement-marking paint until layout, colors, and placement have been verified with Engineer. B. Allow paving to age for 30 days before starting pavement marking. C. Sweep and clean surface to eliminate loose material and dust. D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils. 3.10 WHEEL STOPS A. Install wheel stops in bed of adhesive as recommended by manufacturer. B. Securely attach wheel stops to pavement with not less than two galvanized-steel dowels embedded at one-quarter to one-third points. Securely install dowels into pavement and bond to wheel stop. Recess head of dowel beneath top of wheel stop. 3.11 FIELD QUALITY CONTROL A. Testing Agency: Contractor will 'engage a qualified testing agency to perform tests and inspections. B. Thickness: In-place compacted ,thickness of hot-mix asphalt courses will be determined according to ASTM D 3549. Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for compliance with smoothness tolerances. D. In-Place Density: Testing agency will take samples of uncompacted paving mixtures and compacted pavement according to ASTM D 979. 1. Reference maximum theoretical density will be determined by averaging results from four samples of hot-mix asphalt-paving mixture delivered daily to site, prepared according to ASTM D 2041, and compacted according to job-mix specifications. 2. In-place density of compacted pavement will be determined by testing core samples according to ASTM D 1188 or ASTM D 2726. a. One core sample will be taken for every 1000 sq. yd. or less of installed pavement, with no fewer than 3 cores taken. b. Field density of in-place compacted pavement may also be determined by nuclear method according to ASTM D 2950 and correlated with ASTM D 1188 or ASTM D 2726. E. Replace and compact hot-mix asphalt where core tests were taken. F. Remove and replace or install additional hot-mix asphalt where test results or measurements indicate that it does not comply with specified requirements. 3.12 DISPOSAL A. Except for material indicated to be recycled, remove excavated materials from Project site and legally dispose of them in an EPA-approved landfill. 1. Do not allow milled materials to accumulate on-site. END OF SECTION 02710 Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Asphalt Paving DEI#50075660 02710-10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02752 CONCRETE PAVING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes exterior cement concrete pavement for the following: 1. Curbs. 2. Walkways. B. Related Sections include the following: 1. Division II Section "Earthwork" for subgrade preparation, grading, and subbase course. 2. Division II Section "Concrete Paving Joint Sealants" for joint sealants in expansion and contraction joints within concrete paving and in joints between concrete paving and asphalt paving or adjacent construction. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, and ground granulated blast-furnace slag. 1.4 SUBMITTALS A. Product Data: For each type of manufactured material and product indicated. B. Design Mixtures: For each concrete pavement mixture. Include alternate mixture designs when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. C. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated, based on comprehensive testing of current materials: D. Material Certificates: Signed by manufacturers certifying that each of the following materials complies with requirements: Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1. Cementitious materials. 2. Steel reinforcement and reinforcement accessories. 3. Fiber reinforcement. 4. Admixtures. 5. Curing compounds. 6. Applied finish materials. 7. Bonding agent or epoxy adhesive. 8. Joint fillers. E. Field quality-control test reports. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer of ready-mixed concrete products who complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." B. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-01 or an equivalent certification program. C. ACI Publications: Comply with ACI 301, "Specification for Structural Concrete," unless modified by requirements in the Contract Documents. D. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. 1.6 PROJECT CONDITIONS A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for oil- based materials or 55 deg F for water-based materials], and not exceeding 95 deg F. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 PART 2 - PRODUCTS 2.1 FORMS A. Form Materials: Plywood, metal, metal-framed plywood, or other approved panel- type materials to provide full-depth, continuous, straight, smooth exposed surfaces. 1. Use flexible or curved forms for curves with a radius 100 feet or less. B. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.2 STEEL REINFORCEMENT A. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire into flat sheets. B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed. C. Joint Dowel Bars: Plain steel bars, ASTM A 615/A 615M, Grade 60. Cut bars true to length with ends square and free of burrs. D. Tie Bars: ASTM A 615/A 615M, Grade 60, deformed. E. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete, and as follows: 1. Equip wire bar supports with sand plates or horizontal runners where base material will not support chair legs. 2.3 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source throughout the Project: 1. Portland Cement: ASTM C 150, Type I, gray. a. Fly Ash: ASTM C 618, Class F. b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. 2. Blended Hydraulic Cement: ASTM C 595, Type IS, portland blast-furnace slag or Type IP, portland-pozzolan cement. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 B. Normal-Weight Aggregates: ASTM C 33, Class 4M coarse aggregate, uniformly graded. Provide aggregates from a single source with documented service record data of at least 10 years' satisfactory service in similar pavement applications and service conditions using similar aggregates and cementitious materials. 1. Maximum Coarse-Aggregate Size: 1-1/2 inches nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Water: ASTM C 94/C 94M. D. Air-Entraining Admixture: ASTM C 260. E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water- soluble chloride ions by mass of cementitious material. 1. Water-Reducing Admixture:; ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type1G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. 2.4 CURING MATERIALS A. Absorptive Cover: AASHTO M 182, Class 3, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd dry. B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. C. Water: Potable. D. Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application to fresh concrete. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Axim Italcementi Group, Inc.; Caltexol CIMFILM. b. BASF Construction Chemicals, LLC; Confilm. c. ChemMasters; Spray-Film. d. Conspec by Dayton Superior; Aquafilm. e. Dayton Superior Corporation; Sure Film (J-74). f. Edoco by Dayton Superior; BurkeFilm. g. Euclid Chemical Company (The), an RPM company; Eucobar. h. Kaufman Products, Inc.; VaporAid. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 i. Lambert Corporation; LAMBCO Skin. j. L&M Construction Chemicals, Inc.; E-CON. k. Meadows, W. R., Inc.; EVAPRE. I. Metalcrete Industries; Waterhold. m. Nox-Crete Products Group; MONOFILM. n. Sika Corporation, Inc.; SikaFilm. o. SpecChem, LLC; Spec Film. p. Symons by Dayton Superior; Finishing Aid. q. TK Products, Division of Sierra Corporation; TK-2120 TRI-FILM. r. Unitex; PRO-FILM. s. Vexcon Chemicals Inc.; Certi-Vex EnvioAssist. E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Anti-Hydro International, Inc.; A-H Curing Compound #2 DR WB. b. ChemMasters; Safe-Cure Clear. c. Conspec by Dayton Superior; D.O.T. Resin Cure or DSSCC Clear Resin Cure. d. Dayton Superior Corporation; Day-Chem Rez Cure (J-11-W). e. Edoco by Dayton Superior; DSSCC Clear Resin Cure or Resin Emulsion Cure V.O.C. (Type I). f. Euclid Chemical Company(The), an RPM company; Kurez W VOX. g. Kaufman Products, Inc.; Thinfilm 420. h. Lambert Corporation; AQUA KURE - CLEAR. i. L&M Construction Chemicals, Inc.; L&M CURE R. j. Meadows, W. R., Inc.; 1100-CLEAR SERIES. k. Nox-Crete Products Group; Resin Cure E. I. SpecChem, LLC; PaveCure Rez. m. Symons by Dayton Superior; Resi-Chem Clear. n. Tamms Industries, Inc., Euclid Chemical Company (The); TAMMSCURE WB 30C. o. TK Products, Division of Sierra Corporation; TK-2519 WB or TK- i 2519 DC WB. p. Vexcon Chemicals Inc.; Certi-Vex Enviocure 100. 2.5 RELATED MATERIALS A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber. B. Pavement-Marking Paint: Latex, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952, Type II, with drying time of less than 45 minutes and colors as designated on the plans. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Wheel Stops: Precast, air-entrained concrete, 2500-psi minimum compressive strength, 4-1/2 inches high by 9 inches wide by 72 inches long. Provide chamfered corners, drainage slots on underside, and holes for anchoring to substrate. 1. Dowels: Galvanized steel, 3/4-inch diameter, 10-inch minimum length. 2.6 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weight concrete determined by either laboratory trial mixes or field experience. 1. Use a qualified independent testing agency for preparing and reporting proposed concrete mixture designs for the trial batch method. B. Proportion mixtures to provide normal-weight concrete with the following properties: 1. Compressive Strength (28 Days): 4000 psi. 2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch C. Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight concrete at point of placement having an air content as follows: 1. Air Content: 5-1/2percent plus or minus 1.5 percent for 1-1/2-inch nominal maximum aggregate size. D. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement. E. Chemical Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water-reducing and retarding admixture in concrete as required for placement and workability. 2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. F. Cementitious Materials: The mix shall include a minimum of 75% Portland cement. Limit 25% maximum substitution, by weight, of any and all cementitious materials other than Portland cement. 2.7 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-6 Albemarle County Service Authority November 12,2018 - Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1. When air temperature is between 85 deg F and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Mix concrete materials in appropriate drum- type batch machine mixer. 1. For concrete mixes of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released. 2. For concrete mixes larger than 1 cu. yd., increase mixing time by 15 seconds for each additional 1 cu. Yd. 3. Provide batch ticket for each batch discharged and used in the Work, ' indicating Project identification name and number, date, mixture type, mixing time, quantity, and amount of water added. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances. B. Proof-roll prepared subbase surface below concrete pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. 1. Completely proof-roll subbase in one direction. Limit vehicle speed to 3 mph. 2. Proof-roll with a loaded 10-wheel tandem-axle dump truck weighing not less than 15 tons Subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2 inch require correction according to requirements in Division II Section "Earthwork" 3. Correct subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2 inch according to requirements in Division II Section "Earthwork" C. Proceed with concrete pavement operations only after nonconforming conditions have been corrected and subgrade is ready to receive pavement. 3.2 PREPARATION A. Remove loose material from compacted subbase surface immediately before placing concrete. 3.3 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form-release agent to ensure separation from concrete without damage. 3.4 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond- reducing materials. C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement. D. Install welded wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. 3.5 JOINTS A. General: Form construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to'centerline, unless otherwise indicated. 1. When joining existing pavement, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Construction Joints: Set construction joints at side and end terminations of pavement and at locations where pavement operations are stopped for more than one-half hour unless pavement terminates at isolation joints. 1. Continue steel reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of pavement strips, unless otherwise indicated. 2. Provide tie bars at sides of pavement strips where indicated. 3. Keyed Joints: Provide preformed keyway-section forms or bulkhead forms with keys, unless otherwise' indicated. Embed keys at least 1-1/2 inches into concrete. 4. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt-coat one-half of dowel length to prevent concrete bonding to one side of joint. C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. 1. Locate expansion joints at intervals of 50 feet , unless otherwise indicated. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-8 l Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2. Extend joint fillers full width and depth of joint. 3. Terminate joint filler not less than 1/2 inch or more than 1 inch below finished surface if joint sealant is indicated. 4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated. 5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint-filler sections together. 6. Protect top edge of joint filler during concrete placement with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint with grooving tool to a 1/4-inch radius. Repeat grooving of contraction joints after applying surface finishes. Eliminate grooving-tool marks on concrete surfaces. a. Tolerance: Ensure that grooved joints are within 3 inches either way from centers of dowels. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints _ into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. a. Tolerance: Ensure that sawed joints are within 3 inches either way from centers of dowels. 3. Doweled Contraction Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint. E. Edging: Tool edges of pavement, gutters, curbs, and joints in concrete after initial floating with an edging tool to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate tool marks on concrete surfaces. 3.6 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. Remove snow, ice, or frost from subbase surface and reinforcement before placing concrete. Do not place concrete on frozen surfaces. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-9 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. D. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete. E. Do not add water to concrete during delivery or at Project site. F. Do not add water to fresh concrete after testing. G. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. H. Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping. 1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square-faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating reinforcement, dowels, and joint devices. I. Screed pavement surfaces with a!straightedge and strike off. J. Commence initial floating using bull floats or darbies to impart an open textured and uniform surface plane before',excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. K. Curbs: When automatic machine placement is used for curb placement, submit revised mix design and laboratory test results that meet or exceed requirements. Produce curbs to required cross' section, lines, grades, finish, and jointing as specified for formed concrete. If results are not approved, remove and replace with formed concrete. L. Slip-Form Pavers: When automatic machine placement is used for pavement, submit revised mix design and 'laboratory test results that meet or exceed requirements. Produce pavement:to required thickness, lines, grades, finish, and jointing as required for formed pavement. 1. Compact subbase and prepare subgrade of sufficient width to prevent displacement of paver machine during operations. M. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-10 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mix designs. N. Hot-Weather Placement: Comply with ACI 301 and as follows when hot-weather conditions exist: 1. Cool ingredients before mixing to maintain concrete temperature below 90 degF at time ofplacement. Chilled mixingwater or chopped ice maybe pp used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water-soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. 3.7 FLOAT WITH BROOM FINISHING A. General: Do not add water to concrete surfaces during finishing operations. B. Float Finish: Begin the second floating operation when bleed-water sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. 1. Medium-to-Fine-Textured Broom Finish: Draw a soft bristle broom across float-finished concrete surface perpendicular to line of traffic to provide a uniform, fine-line texture. 3.8 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold-weather protection. C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete but before float finishing. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-11 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 D. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. E. Curing Methods: Cure concrete by moisture curing, moisture-retaining-cover curing, curing compound, or a combination of these as follows: 1. Moist Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water-fog spray. c. Absorptive cover, water saturated and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers. 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.9 PAVEMENT TOLERANCES A. Comply with tolerances of ACI 117 and as follows: 1. Elevation: 1/4 inch 2. Thickness: Plus 3/8 inch, minus 1/4 inch. 3. Surface: Gap below 10-foot- long, unleveled straightedge not to exceed 1/4 inch. - 4. Lateral Alignment and Spacing of Tie Bars and Dowels: 1 inch. 5. Vertical Alignment of Tie Bars and Dowels: 1/4 inch. 6. Alignment of Tie-Bar End Relative to Line Perpendicular to Pavement Edge: 1/2 inch. 7. Alignment of Dowel-Bar End Relative to Line Perpendicular to Pavement Edge: Length of dowel 1/4 inch per 12 inches . 8. Joint Spacing: 3 inches. 9. Contraction Joint Depth: Plus 1/4 inch, no minus. 10. Joint Width: Plus 1/8 inch, no minus. 3.10 PAVEMENT MARKING A. Do not apply pavement-marking paint until layout, colors, and placement have been verified with Engineer. B. Allow concrete paving to cure for a minimum of 28 days and be dry before starting pavement marking. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-12 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Sweep and clean surface to eliminate loose material and dust. D. Apply paint with mechanical equipment to produce markings of dimensions indicated with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils. 1. Apply graphic symbols and lettering with paint-resistant, die-cut stencils, firmly secured to concrete surface. Mask an extended area beyond edges of each stencil to prevent paint application beyond stencil. Apply paint so that it cannot run beneath stencil. 2. Broadcast glass beads uniformly into wet markings at a rate of 6 lb/gal. 3.11 WHEEL STOPS A. Install wheel stops in bed of adhesive applied as recommended by manufacturer. B. Securely attach wheel stops to paving with not less than two galvanized-steel dowels located at one-quarter to one-third points. Install dowels in drilled holes in the paving and bond dowels to wheel stop. Recess head of dowel beneath top of wheel stop. 3.12 FIELD QUALITY CONTROL A. Testing Agency: Contractor will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. TestingServices: Testingof composite samples of fresh concrete obtained P P according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain at least 1 composite sample for each 50cu. yd. or fraction thereof of each concrete mix placed each day. a. When frequency of testing will provide fewer than five compressive- strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method; one test for each composite sample, but not less than one test for each day's pour of each concrete mix. 4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-13 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 5. Compression Test Specimens: ASTM C 31/C 31M; cast and laboratory cure one set of five standard cylinder specimens for each composite sample. 6. Compressive-Strength Tests: ASTM C 39/C 39M; test 2 specimen at 7 days and 2 specimens at 28 days and 1 for a spare. a. A compressive-strength test shall be the average compressive strength from 2 specimens obtained from same composite sample and tested at 7 and 28 days. C. Strength of each concrete mix will be satisfactory if average of any 3 consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi. D. Test results shall be reported in writing to Engineer, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7-and 28-day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Engineer but will not be used as sole basis for approval or rejection of concrete. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. G. Remove and replace concrete pavement where test results indicate that it does not comply with specified requirements. H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. I. Prepare test and inspection reports. 3.13 REPAIRS AND PROTECTION A. Remove and replace concrete pavement that is broken, damaged, or defective or that does not comply with requirements in this Section. Remove work in complete sections from joint to joint unless otherwise approved by Engineer. B. Drill test cores, where directed by Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement concrete bonded to pavement with epoxy adhesive. Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-14 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. D. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections. END OF SECTION 02752 Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-15 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Concrete Paving DEI#50075660 02752-16 Albemarle County Service Authority November 12,2018 0 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02762 CONCRETE PAVING JOINT SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Cold-applied joint sealants. 2. Hot-applied joint sealants. B. Related Sections: 1. Division II Section "Asphalt Paving" for constructing joints between concrete and asphalt pavement. 2. Division II Section "Concrete Paving" for constructing joints in concrete pavement. 1.3 PRECONSTRUCTION TESTING A. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers, for testing indicated below, Samples of materials that will contact or affect joint sealants. 1. Use ASTM C 1087 to determine whether priming and other specific joint- preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 2. Submit no fewer than three pieces of each type of material, including joint substrates, shims, joint-sealant backings, secondary seals, and miscellaneous materials. 3. Schedule sufficient time for testing and analyzing results to prevent delaying the Work. 4. For materials failing tests, obtain joint-sealant manufacturer's written instructions for corrective measures including use of specially formulated primers. 5. Testing will not be required if joint-sealant manufacturers submit joint- preparation data that are based on previous testing, not older than 24 months, of sealant products for compatibility with and adhesion to joint substrates and other materials matching those submitted. Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1.4 SUBMITTALS A. Product Data: For each joint-sealant product indicated. B. Samples for Verification: For each kind and color of joint sealant required, provide Samples with joint sealants in 1/2-inch- wide joints formed between two 6-inch- long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. C. Pavement-Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application,joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. D. Qualification Data: For qualified Installer. E. Product Certificates: For each, type of joint sealant and accessory, from manufacturer. F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for joint sealants. G. Preconstruction Compatibility and Adhesion Test Reports: From joint-sealant manufacturer, indicating the following: 1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility with and adhesion to joint sealants. 2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. B. Source Limitations: Obtain each, type of joint sealant from single source from single manufacturer. C. Product Testing: Test joint sealants using a qualified testing agency. 1. Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. D. Preinstallation Conference: Conduct conference at Project site. Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1.6 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. PART 2 - PRODUCTS 2.1 MATERIALS A. Compatibility: Provide joint sealants, backing materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer based on testing and field experience. B. Colors of Exposed Joint Sealants: As indicated by manufacturer's designations, gray concrete color. 2.2 COLD-APPLIED JOINT SEALANTS A. Single-Component, Nonsag, Silicone Joint Sealant for Concrete: ASTM D 5893, Type NS. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc., an ERGON company; RoadSaver Silicone. b. Dow Corning Corporation; 888. c. Pecora Corporation; 301 NS. B. Single-Component, Self-Leveling, Silicone Joint Sealant for Concrete: ASTM D 5893, Type SL. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc., an ERGON company; RoadSaver Silicone SL. b. Dow Corning Corporation; 890-SL. c. Pecora Corporation; 300 SL. Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Multicomponent, Pourable, Traffic-Grade, Urethane Joint Sealant for Concrete: ASTM C 920, Type M, Grade P, Class 25, for Use T. 1. Products: Subject to compliance with requirements, available products that may be incorporated into Ithe Work include, but are not limited to, the following: a. Pecora Corporation; Urexpan NR-200. 2.3 HOT-APPLIED JOINT SEALANTS A. Hot-Applied, Single-Component Joint Sealant for Concrete: ASTM D 3406. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Crafco Inc., an ERGON company; Superseal 444/777. B. Hot-Applied, Single-Component Joint Sealant for Concrete and Asphalt: ASTM D 6690, Types I, II, and Ill. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Meadows, W. R., Inc.;'Sealtight Hi-Spec or Sealtight 3405. b. Right Pointe; D-3405 Hot Applied Sealant. 2.4 JOINT-SEALANT BACKER MATERIALS A. General: Provide joint-sealant backer materials that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint-sealant manufacturer based on field experience and laboratory testing.; B. Round Backer Rods for Cold- and Hot-Applied Joint Sealants: ASTM D 5249, Type 1, of diameter and density (required to control sealant depth and prevent bottom-side adhesion of sealant. C. Round Backer Rods for Cold-Applied Joint Sealants: ASTM D 5249, Type 3, of diameter and density required to control joint-sealant depth and prevent bottom- side adhesion of sealant. D. Backer Strips for Cold- and Hot-Applied Joint Sealants: ASTM D 5249; Type 2; of thickness and width required to control joint-sealant depth, prevent bottom- side adhesion of sealant, and fill remainder of joint opening under sealant. Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-4 I , Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2.5 PRIMERS A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint-sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions. B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint-sealant manufacturer, based on preconstruction joint-sealant- substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply. B. Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install joint-sealant backings of kind indicated to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of joint-sealant backings. 2. Do not stretch, twist, puncture, or tear joint-sealant backings. 3. Remove absorbent joint-sealant backings that have become wet before sealant application and replace them with dry materials. Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 D. Install joint sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place joint sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before skinning or curing begins, tool sealants according to the following requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint: 1. Remove excess joint sealant from surfaces adjacent to joints. 2. Use tooling agents that! are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces. F. Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless otherwise indicated. 3.4 CLEANING A. Clean off excess joint sealant or,sealant smears adjacent to joints as the Work progresses, by methods and with cleaning materials approved in writing by manufacturers of joint sealants an'd of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants, during and after curing period, from contact with contaminating substances and ! from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion!. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations in repaired areas are indistinguishable from the original work. 3.6 PAVEMENT-JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Joints within cement concrete pavement. 1. Joint Location: a. Expansion and isolation joints in cast-in-place concrete pavement. b. Contraction joints in cast-in-place concrete slabs. c. Other joints as indicated. Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-6 Albemarle CountyService AuthorityNovember 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2. Silicone Joint Sealant for Concrete: Single component, non-sag or Single component, self-leveling. 3. Urethane Joint Sealant for Concrete: Multi-component, pourable, traffic- grade. 4. Hot-Applied Joint Sealant for Concrete: Single component. 5. Joint-Sealant Color: As indicated by manufacturer's designations, match concrete color. B. Joint-Sealant Application: Joints between cement concrete and asphalt pavement. 1. Joint Location: a. Joints between concrete and asphalt pavement. b. Joints between concrete curbs and asphalt pavement. c. Other joints as indicated. 2. Hot-Applied Joint Sealant for Concrete and Asphalt: Single component. 3. Joint-Sealant Color: As indicated by manufacturer's designations, match concrete color. END OF SECTION 02762 Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-7 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 NO TEXT THIS PAGE Dewberry Engineers Inc. Concrete Joint Sealants DEI#50075660 02762-8 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 SECTION 02920 LAWNS AND GRASSES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Seeding 2. Erosion-control material(s) 1.3 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. Pesticides include insecticides, miticides, herbicides, fungicides, rodenticides, and molluscicides. They also includes substances or mixtures intended for use as a plant regulator, defoliant, or desiccant. C. Pests: Living organisms that occur where they are not desired or that cause damage to plants, animals, or people. Pests include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses. D. Subgrade: The surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before planting soil is placed. 1.4 INFORMATIONAL SUBMITTALS A. Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixture, stating the botanical and common name, percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. B. Product Certificates: For fertilizers, from manufacturer. C. Pesticides and Herbicides: Product label and manufacturer's application instructions specific to Project. Dewberry Engineers Inc. Lawns and Grasses DEI#50075660 02920-1 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 1.5 DELIVERY, STORAGE, AND HANDLING A. Seed and Other Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of compliance with state and Federal laws, as applicable. B. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. 2. Provide erosion-control measures to prevent erosion or displacement of bulk materials; discharge of soil-bearing water runoff; and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Accompany each delivery of bulk materials with appropriate certificates. 1.6 FIELD CONDITIONS A. Planting Restrictions: Plant in accordance with Virginia Erosion and Sediment Control requirements for Permanent Seeding. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed when beneficial and optimum results may be obtained. Apply products during favorable weather conditions according to manufacturer's written instructions. PART 2 - PRODUCTS 2.1 SEED A. Grass Seed: Fresh, clean, dry, new-crop seed complying with AOSA's "Rules for Testing Seeds" for purity and germination tolerances in accordance with Virginia Erosion & Sediment Control requirements for Permeant Seeding. B. Seed Species: 1. Quality: State-certified seed of grass species in accordance with Virginia Erosion & Sediment Control requirements for Permeant Seeding. C. Grass-Seed Mix: Proprietary seed mix as follows: 1. Products: in accordance with Virginia Erosion & Sediment Control requirements for Permeant Seeding 2.2 FERTILIZERS A. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, in accordance with Virginia Erosion & Sediment Control requirements for Permeant Seeding Dewberry Engineers Inc. Lawns and Grasses DEI#50075660 02920-2 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 2.3 PESTICIDES A. General: Pesticide, registered and approved by the EPA, acceptable to authorities having jurisdiction, and of type recommended by manufacturer for each specific problem and as required for Project conditions and application. Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction. B. Pre-Emergent Herbicide (Selective and Nonselective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. C. Post-Emergent Herbicide (Selective and Nonselective): Effective for controlling weed growth that has already germinated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to be planted for compliance with requirements and other conditions affecting installation and performance of the Work. 1. Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in soil within a planting area. 2. Suspend planting operations during periods of excessive soil moisture until the moisture content reaches acceptable levels to attain the required results. 3. Uniformly moisten excessively dry soil that is not workable or which is dusty. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. If contamination by foreign or deleterious material or liquid is present in soil within a planting area, remove the soil and contamination as directed by Architect and replace with new planting soil. 3.2 PREPARATION A. Protect structures; utilities; sidewalks; pavements; and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect grade stakes set by others until directed to remove them. Dewberry Engineers Inc. Lawns and Grasses DEI#50075660 02920-3 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 B. Install erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. 3.3 TURF AREA PREPARATION A. Moisten prepared area before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do,not create muddy soil. B. Before planting, obtain Owner's lacceptance of finish grading; restore planting areas if eroded or otherwise disturbed after finish grading. 3.4 SEEDING A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. 1. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 2. Do not use wet seed or seed that is moldy or otherwise damaged. 3. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. B. Sow seed at a total rate in accordance with Virginia Erosion & Sediment Control requirements for Permanent Seeding. C. Rake seed lightly into top 1/8 inch',of soil, roll lightly, and water with fine spray. 3.5 TURF MAINTENANCE A. General: Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming, replanting, and performing other operations as required to establish healthy, viable turf. Roll, regrade, and replant bare or eroded areas and remuich to produce a uniformly smooth turf. Provide materials and installation the same as those used in the original installation. 1. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace,materials and turf damaged or lost in areas of subsidence. 2. Retain first subparagraph below if mulching is required. 3. In areas where mulch has been disturbed by wind or maintenance operations, add new mulch and anchor as required to prevent displacement. 4. Apply treatments as required to keep turf and soil free of pests and pathogens or disease. Use integrated pest management practices whenever possible to minimize the use of pesticides and reduce hazards. Dewberry Engineers Inc. Lawns and Grasses DEI#50075660 02920-4 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 B. Watering: Install and maintain temporary piping, hoses, and turf-watering equipment to convey water from sources and to keep turf uniformly moist to a depth of 4 inches. 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water turf with fine spray at a minimum rate of 1 inch per week unless rainfall precipitation is adequate. C. Mow turf as soon as top growth is tall enough to cut. Repeat mowing to maintain 'i the height in accordance with Virginia Erosion & Sediment Control requirements for Permanent Seeding without cutting more than one-third of grass height. Remove no more than one-third of grass-leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: 3.6 SATISFACTORY TURF A. Turf installations shall meet the following criteria as determined by Architect: 1. Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. B. Use specified materials to reestablish turf that does not comply with requirements, and continue maintenance until turf is satisfactory. 3.7 PESTICIDE APPLICATION A. Apply pesticides and other chemical products and biological control agents according to requirements of authorities having jurisdiction and manufacturer's written recommendations. Coordinate applications with Owner's operations and PP P others in proximity to the Work. Notify Owner before each application is performed. B. Post-Emergent Herbicides (Selective and Nonselective): Apply only as necessary to treat already-germinated weeds and according to manufacturer's written recommendations. 3.8 CLEANUP AND PROTECTION A. Promptly remove soil and debris created byturf work from paved areas. Clean PY wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. Dewberry Engineers Inc. Lawns and Grasses DEI#50075660 02920-5 Albemarle County Service Authority November 12,2018 Operations Center Expansion Parking Lot Expansion 100%Submission ACSA Project No.:2017-07 C. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after plantings are established. D. Remove nondegradable erosion-control measures after grass establishment period. 3.9 MAINTENANCE SERVICE A. Turf Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in "Turf Maintenance" Article. Begin maintenance immediately after each area is planted and continue until acceptable turf is established, butfor not less than the following periods: 1. Seeded Turf: 60 days from date of Substantial Completion. a. When initial maintenance period has not elapsed before end of planting season, ;or if turf is not fully established, continue maintenance during next planting season. END OF SECTION 02920 Dewberry Engineers Inc. Lawns and Grasses DEI#50075660 02920-6