eastern kentucky university

Invitation No.: EKU 103-19 Eastern Kentucky University

521 Lancaster Avenue

Richmond, KY 40475

Kit Carson Drive Water Line THIS IS NOT AN ORDER

Non-Mandatory Pre-Bid Conference: May, 23, 2019, 10:30 AM (ET), In Front of Walters HallBid Opening: June 6, 2019, 2:00 PM (ET), Commonwealth Building, 1411

Eastern Kentucky University (EKU) hereby requests sealed bids for the materials, supplies, equipment or services set forth herein, subject to all conditions outlined in this Bid Package, including :

Invitation to Bid ................................................................................................................ 1

EKU General Terms and Conditions ........................................................................... 19 Project Specifications .................................................................................................. 63 Project Drawings. ....................................................................................................... 111

Note: If you require a larger format set of plans, you may download them from our website at: http://purchasing.eku.edu/solicitations . If you would like to purchase a hard copy set of project documents, contact Builder's Exchange of Kentucky at (502) 459-9800, or email at [email protected].

http://purchasing.eku.edu/solicitations

mailto:[email protected]

EKU Invitation to Bid Return Original Copy of Bid To: Eastern Kentucky University Purchasing Division Room 1411, Commonwealth Bldg.

Eastern Kentucky University Bid No: EKU 103-19Issue Date: 5/17/19Purchasing Officer: Justin IngramPhone: (859) 622-1483Project Name: Kit Carson Drive Water Line

Richmond, KY 40475 IMPORTANT: BIDS MUST BE RECEIVED BY: June 6, 2019, 2:00 PM (ET), Commonwealth Building, 1403

Bids for competitive negotiation shall not be subject to public inspection until negotiations between the purchasing agency and all Offerors have been concluded and a contract awarded to the responsible offeror submitting the proposal determined in writing to be the most advantageous to the University, price and the evaluation factors set forth in the advertisement and solicitations for proposals will be considered. An award of contract may be made upon the basis of the initial written proposals received without written or oral discussions. Contracts resulting from this Bid must be governed by and in accordance with the laws of the Commonwealth of Kentucky. The University reserves the right to request proposal amendments or modifications after the bid receiving date. THE TERMS AND CONDITIONS OF THIS INVITATION TO BID INCLUDE ALL GENERAL CONDITIONS, AS SET FORTH BY EASTERN KENTUCKY UNIVERSITY, PLUS ANY SPECIAL CONDITIONS ENUMERATED HEREIN.

NOTICE Any agreement or collusion among Offerors or prospective Offerors, which restrains, tends to restrain, or is reasonably calculated to restrain competition by agreement to bid at a fixed price or to refrain from offering, or otherwise, is prohibited. Any person who violates any provisions of KRS 45A.325 shall be guilty of a felony and shall be punished by a fine of not less than five thousand dollars nor more than ten thousand dollars, or be imprisoned not less than one year nor more than five years, or both such fine and imprisonment. Any firm, corporation, or association who violates any of the provisions of KRS 45A.325 shall, upon conviction, may be fined not less than ten thousand dollars or more than twenty thousand dollars.

AUTHENTICATION OF BID AND STATEMENT OF NON-COLLUSION AND NON-CONFLICT OF INTEREST I hereby swear (or affirm) under the penalty for false swearing as provided by KRS 523.040: That I am the offeror (if the offeror is an individual), a partner, (if the offeror is a partnership), or an officer or employee of the bidding corporation having authority to sign on its behalf (if the offeror is a corporation); That the attached proposal has been arrived at by the offeror independently and has been submitted without collusion with, and without any agreement, understanding or planned common course of action with, any other Contractor of materials, supplies, equipment or services described in the Request for Proposal, designed to limit independent bidding or competition; That the contents of the proposal have not been communicated by the offeror or its employees or agents to any person not an employee or agent of the offeror or its surety on any bond furnished with the proposal and will not be communicated to any such person prior to the official closing of the RFP: That the offeror is legally entitled to enter into contracts with the Eastern Kentucky University and is not in violation of any prohibited conflict of interest, including those prohibited by the provisions of KRS 45A.330 to .340, 164.390, and That I have fully informed myself regarding the accuracy of the statement made above.

SWORN STATEMENT OF COMPLIANCE WITH CAMPAIGN FINANCE LAWS In accordance with KRS45A.110 (2), the undersigned hereby swears under penalty of perjury that he/she has not knowingly violated any provision of the campaign finance laws of the Commonwealth of Kentucky and that the award of a contract to a bidder will not violate any provision of the campaign finance laws of the Commonwealth of Kentucky.

CONTRACTOR REPORT OF PRIOR VIOLATIONS OF KRS CHAPTERS 136, 139, 141, 337, 338, 341 & 342 The Contractor by signing and submitting a proposal agrees as required by 45A.485 to submit final determinations of any violations of the provisions of KRS Chapters 136, 139, 141, 337, 338, 341 and 342 that have occurred in the previous five (5) years prior to the award of a contract and agrees to remain in continuous compliance with the provisions of the statutes during the duration of any contract that may be established. Final determinations of violations of these statutes must be provided to the University by the successful Contractor prior to the award of a contract.

CERTIFICATION OF NON-SEGREGATED FACILITIES The Contractor, by submitting a proposal, certifies that he/she is in compliance with the Code of Federal Regulations, No. 41 CFR 60-1.8(b) that prohibits the maintaining of segregated facilities.

SMOKE FREE ZONE POLICY The Offeror, by signing and submitting a Proposal, agrees to comply with the University’s Smoke Free Zone Policy. See:

http://policies.eku.edu/sites/policies.eku.edu/files/policies/tobacco-free_policy_bor_41414.pdf SUSTAINABILITY POLICY

The University is committed to reducing the adverse environmental impact of its purchasing decisions; it is committed to buying goods and services from contractors who share its environmental concern and commitment. The University encourages bidders to include in their responses economical and environmentally friendly products and service options that serve to minimize waste, reduce excess packing, recycle, reduce, reuse, prevent pollution, and/or offer resource efficiency. It’s the University’s goal to maximize environmental responsibility on its campuses.

SIGNATURE REQUIRED: This proposal cannot be considered valid unless signed and dated by an authorized agent of the Offeror. Type or print the signatory's name, title, address, phone number and fax number in the spaces provided. Offers signed by an agent are to be accompanied by evidence of his/her authority unless such evidence has been previously furnished to the issuing office.

Company Name: Authorized Signature: Address: Typed or Printed Name:

City, State, Zip: Title: Phone No: Federal ID No: Fax: Date:

8 BID FORMS

http://policies.eku.edu/sites/policies.eku.edu/files/policies/tobacco-free_policy_bor_41414.pdf

1 BID FORMS

EASTERN KENTUCKY UNIVERSITY DIVISION OF PURCHASES & STORES

RICHMOND, KY

THIS IS NOT AN ORDER

INVITATION NUMBER: EKU 103-193-19

PROJECT: Kit Carson Drive Water LineCarson Drive

PURCHASING INSTRUCTIONS TO BIDDERS

1. Bids must be received in the Division of Purchases and Stores, Commonwealth Building, Room1411, Richmond, KY in a sealed envelope no later than 2:00 PM (ET) on June 6, 2019, at whichtime all bids received will be publicly opened and read in the Bid Opening Room.

2. Bid envelope shall be addressed as indicated herein below. No responsibility will attach to the Division ofPurchases the premature opening of, or the failure to open a bid not properly addressed or identified.

Address bids as follows:- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Name & Address of Bidder Eastern Kentucky University

Division of Purchases & Stores Commonwealth Bldg. 14th Floor, Room 1411 Richmond, KY 40475

PRE-BID CONFERENCE: May 23, 2019, 10:30 AM (ET), In front of Walters HallAM (ET), In Front of Walter Hall

Questions Due By: May 24, 2019, 12:00 PM (ET) – Submit all questions electronically [email protected]@eku.edu

Temporary parking permits are available thru EKU Parking and Transportation, Commonwealth Hall, 2nd Floor 521 Lancaster Avenue, Richmond, KY 40475, (859) 622-1063. Please request parking permits at least (72) hours prior to campus visit.

3. No bidder may withdraw his bid for a period of thirty (30) calendar days after the date set for the opening of bids. Clerical errors and omissions in the computation of the lump sum bid shall be cause for withdrawal of the bid without forfeit of the bid bond. Bids may be withdrawn in person only prior to the closing date of the receipt of bids.

4. Bids, upon their receipt, are stamped showing the hour and date received. Bids received after the scheduled closing time will not be considered, provided legal and acceptable bids have been received.

5. The right is reserved to reject any and all bids and to waive all informalities and/or technicalities where the best interest of the University may be served.

6. Facsimile bids, or modification of bids by fax, are not permissible and/or not acceptable.

7. Bids may be rejected unless filled out in ink or typewritten and signed in ink.

8. For any clarification of this Invitation to Bid, contact: Justin Ingram, 859-622-1483, [email protected] Justin Ingram, (859) 622-1483, [email protected]


2 BID FORMS

ARTICLE 1 – INVITATION

Bids are requested by the Division of Purchases & Stores from eligible firms for the furnishing of all labor, materials, tools, equipment, services, supplies, and related items necessary for the construction of Kit Carson Drive Water Line for Eastern Kentucky University complete and in accordance with the terms, conditions, specifications as contained herein, and as shown on drawings and amended by any Addendum which may be issued.

Bidders shall submit bids as indicated in the form. No other method of bidding will be considered and the bidder must use the Form of Proposal which is included in and made a part of this Invitation. All data and other information requested in said Form of Proposal must be supplied.

ARTICLE 3 - AWARD OF CONTRACT

The award will be made based on BEST VALUE. In determining the lowest responsible and responsive bidder, the following elements will be considered: If the bidder involved maintains a permanent place of business, has adequate plant equipment to perform properly and expeditiously, suitable financial status to meet obligations incidental to the work and has appropriate technical experience. Such information as may be required to make an award determination shall be supplied by apparent low bidder. (A) The "Owner" reserves the right to reject any and all bids to waive all informalities and/or

technicalities of a bid when in the judgment the best interest of Eastern Kentucky University maybe served.

(B) In the event the bidder's proposal is accepted by the owner and such bidder shall fail to execute thecontract and to furnish satisfactory performance bond within ten (10) calendar days from the date ofnotification of the award of the contract, the owner may at its option, determine that the awardee hasabandoned the contract. Thereupon the proposal shall become null and void and the bid guaranteewhich accompanied it shall be forfeited to and become the property of the owner as liquidateddamaged from such failure. If the bidder shall execute the contract and furnish satisfactory bond, thebid guarantee will be returned to the bidder by the owner.

(C) That a contract is legally entered into will be indicated by the issuance and release of the EasternKentucky University purchase order.

ARTICLE 4 - INSURANCE

The contractor shall provide and include in his bid price the cost of the following minimum insurance coverage:

(a) Workman’s Compensation(b) General Liability

Each OccuranceGeneral AggregateProducts & Completed Operations AggregateUmbrella Each Occurance/Aggregate

(c) Business Automobile Liability

$1,000,000

$1,000,000 $2,000,000$2,000,000$3,000,000$1,000,000 (each occurrence, any auto owned, hired, or borrowed)

Contractor agrees to furnish Certificates of Insurance for each insurance policy to the Purchasing Official. Eastern Kentucky University, its regents, and employees must be added as Additional Insured on the General Liability policies with regard to the scope of this Contract. Any deductibles or self-insured retentions in the insurance policies must be paid by and are the sole responsibility of the Contractor. Coverage is to be primary and non-contributory with other coverage, if any, purchased by the University. All required insurance policies must include a Waiver of Subrogation in favor of Eastern Kentucky University, its regents, and employees.

ARTICLE 5 –CONSTRUCTION AND SAFETY DEVICES

Refer to Eastern Kentucky University’s General Terms and Conditions below.

ARTICLE 6 - TAXES, WORKMEN'S COMPENSATION, ETC.

The contractor shall be required to accept liability, make payment and include in bid amount all payroll taxes, sales and use tax, and all other taxes or deductions required by federal, state, or local laws such as old age pensions, social security or annuities measured by wages. Provisions of the current Kentucky Sales or Use Tax must be included in the bid amount and paid by the contractor.

ARTICLE 2 - METHOD OF AWARD

3 BID FORMS

ARTICLE 7 - INSPECTION OF WORK


ARTICLE 8 - PERMITS AND CODES


ARTICLE 9- ADDENDA

Any Addenda or Instruction to Bidder issued by the Division of Purchases prior to the time for receiving bids shall be covered in thereof. Such Addenda shall be acknowledged in the Bid Proposal. No instructions or changes shall be binding unless documented by a proper and duly issued Addendum.

Eastern Kentucky University is entitled to exemption from Federal Excise Tax. Exemption certificates will be furnished to cover excise tax exemption where applicable and when requested by the contractor.

ARTICLE 10 - WITHDRAWAL OF BIDS

(a) Prior to closing date for receipt and opening of bids, any bidder may withdraw his bid in persononly, at any time prior to the scheduled time for closing and receipt of bids.

(b) After receipt and opening of bids, withdrawal of bids will not be permitted for a period of thirty(30) Calendar days from the date of receipt and opening of bids.

ARTICLE 11 - OR EQUAL

If any material or equipment and/or specifications, unless specifically designated "no substitution" appear in this Invitation which restrict any bidder from bidding whose product is equal in performance, construction, efficiency, etc., to that specified, then, and in that event the bidder may submit a bid on the lowest and best bid here from. The burden of proof of equality shall be the responsibility of the bidder. If the architect/engineer judges the material or equipment not equal to that named in the specifications, the bidder/contractor shall provide material or equipment that is judged to be in compliance with the specifications. The architect/engineer's decision shall be final.

ARTICLE 12 - ALTERNATES

The owner reserves the right to reject any or all alternate bids if provided for in the bid documents. The determination as to the responsive and responsible bid will be made on the basis of the lump sum base bid plus and/or minus any alternate that may be accepted by the owner. Alternates to be used in sequence set forth in the proposal if considered for acceptance.

ARTICLE 13 - AUT HENTICAT ION OF BID AND STATEMENT OF NON-COLLUSION AND NON- CONFLICT OF INTEREST

This document or the Form of Proposal document where applicable, must be executed and signed for the bid to be valid.

ARTICLE 14 - LIQUIDATED DAMAGE (IF APPLICABLE)

See schedule of liquidated damage in attached Project specifications. The contractor affected will be held responsible for any loss to the owner on account of unnecessary delays or failure on his part to prosecute his work in the proper manner.

ARTICLE 15 - BID AND PERFORMANCE AND PAYMENT BOND

(a) Bids shall be accompanied by a bid guarantee of not less than five percent (5%) of the amount of theBase Bid executed by a Surety Company authorized to do business in the state of Kentucky.(Certified check is acceptable)It is agreed in the event that this proposal is accepted by the owner and the contractor shall fail toexecute a contract within ten (10) consecutive calendar days from the date of notification of theAward of Contract, the owner shall determine that the contractor has abandoned the contract;thereupon, the proposal shall become null and void, and the bid guarantee, check, or bid bond whichaccompanied it shall be forfeited and become the property of the owner as liquidated

4 BID FORMS

damages for such failure and no protest pursuant to such action will be allowed. (b) The contractor shall furnish a surety bond in an amount equal to one hundred percent (100%) of the

contract price as security for the faithful performance of this contract and for the payment of allpersons performing labor, including payment of all unemployment contributions which become dueand payable under the Kentucky Unemployment Insurance Law furnishing materials in connectionwith this contract.

(c) This bond and all insurance coverage required by this Invitation and Laws of this State shall beexecuted by a Surety Company authorized to do business in the state of Kentucky

(d) There shall be an endorsement in each policy, reading as follows: "It is hereby agreed that in eventof a claim arising under this policy, the company will not deny liability by reason of the insuredbeing a state, county, Municipal Corporation or governmental agency."

ARTICLE 16 - GENERAL GUARANTY


ARTICLE 17 - CHANGES IN THE WORK


ARTICLE 18 - INDEMNITY


ARTICLE 19 - EMPLOYMENT PRACTICE

(a) The contractor, per State Executive Order 72-51, dated January 18, 1972, shall register from time totime with the State Department Service Office nearest the construction a complete list of all jobrequirements and positions necessary to perform this contract.

(b) Where persons referred to the contractor, by the State Employment Service, are found to be qualifiedthe contractor is urged to utilize and employ said persons for such jobs.

(c) It is the policy of Eastern Kentucky University to utilize minority vendors and subcontractorswhenever possible in order to help bring them into the main stream of the American economy.Therefore, the contractor, when looking for subcontractors, should make full faith efforts to locateminority business persons. For assistance in identifying minority vendors or subcontractors, thecontractor may contact the Kentucky Procurement Assistance Program; 500 Metro Street; CapitalPlaza Tower, 23rd Floor; Frankfort, Kentucky 40601-1978; telephone 800.838-3266 or 502-564-2064; fax (502)-564-5932, or e-mail [email protected].

(d) Apprentices shall be permitted to work only under an apprenticeship agreement approved by theKentucky Supervisor of Apprenticeship and by the Kentucky Apprenticeship Council, which isrecognized by the Bureau of Apprenticeship and Training, United States Department of Labor.

ARTICLE 20 - NON-DISCRIMINATION IN EMPLOYMENT

During the performance of this contract, the contractor agrees as follows: (a) The contractor will not discriminate against any employee or applicant for employment because of

race, creed, color, or national origin. The contractor will take affirmative action to ensure thatapplicants are treated during employment without regard to their race, creed, color, or national origin.Such action shall include, but not be limited to the following: employment, upgrading, demotion, ortransfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms ofcompensation; and selection for training, including apprenticeship. The contractor agrees to post inconspicuous places, available to employees and applicants for employment, notices to be provedsetting forth the provisions of this non-discrimination clause.

(b) The contractor will, in all solicitation or advertisements placed by or on behalf of the contractor, statethat all qualified applicants will receive consideration for employment without regard to race, creed,color, or national origin.

(c) The contractor will send to each labor union or representative of workers with which he has acollective bargaining agreement or other contracts or understanding, a notice to be provided advisingthe said labor union or worker's representative of the contractor's commitment under this section, andshall post copies of the notice in conspicuous places available to employees and applicants foremployment. The contractor will take such action with respect to any subcontractor


6 BID FORMS

or purchase order as the administrating agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. In case the work to be performed is paid for in whole or in part with funds obtained from the federal government or borrowed on the credit of the federal government pursuant to a grant, loan, insurance or guarantee, during the performance of this contract, the contractor, in addition, agrees to the following:

(d) The contractor will comply with all provisions of Executive Order No. 11246 of September 24,1965, or as amended, and by the rules, regulations and relevant orders of the Secretary of Labor.

(e) The contractor will furnish all information and reports required by Executive Order No. 11246 ofSeptember 24, 1965, or as amended, and by the rules, regulations, and orders of the Secretary ofLabor, or pursuant thereto and will permit access to his books, records, and accounts by theapplicable federal agency and/or agencies and the Secretary of Labor for purpose of investigation toascertain compliance with such rules, regulations, and orders.

(f) In the event of the contractor's non-compliance with nondiscrimination clauses of this contract orwith any such rules, regulations or orders, this contract may be canceled, terminated or suspended inwhole or in part and the contractor may be declared ineligible for further government contracts orfederally-assisted construction contracts, in accordance with procedures authorized in ExecutiveOrder No. 11246 of September 24, 1965, or as amended, and by the rules, regulations and orders ofthe Secretary of Labor, or as otherwise provided by law.

(g) The contractor will include the provisions of paragraphs (a) through (g) in every subcontract orpurchase order unless exempted by rules, regulations or orders of the Secretary of Labor, issuedpursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that suchprovisions will be binding upon each subcontractor or vendor. The contractor will take such actionwith respect to any subcontract or purchase order as the federal agency or Secretary of Labor maydirect as a means of enforcing such provisions, including actions for non-compliance.Provided, however, that in the event the contractor becomes involved in, or is threatened with,litigation with a subcontractor or vendor as a result of such direction by the federal agency orSecretary of Labor, the contractor may request the United States to enter into such litigation to protectthe interest of the United States.

ARTICLE 21 - PUBLIC WORKS

21.1 Under KRS337 the University or any State Agency shall not have the authority to require any employer to pay to an employee a certain wage or fringe benefit other than as determined by the employer and or hourly rates (Minimum Wage) as established by Federal, State, Local or Agency itself.

22.2 DAVIS BACON ACT (Applicable to federally funded construction projects exceeding $2,000) Contractor agrees to pay wages to mechanics and laborers at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. Supplier agrees to pay wages and meet the other requirements as specified by Davis-Bacon Act, as amended (40 U.S.C. 3141-3148) as supplemented by the Department of Labor regulations (29 CFR Part 5). Supplier acknowledges that University affiliated entity’s decision to make a Contract with Supplier is conditioned upon the acceptance of the wage determination.

ARTICLE 22- RECIPROCAL PREFERENCE

In accordance with KRS 45A.494, a resident Offeror of the Commonwealth of Kentucky shall be given a preference against a non-resident Offeror. In evaluating proposals, the University will apply a reciprocal preference against an Offeror submitting a proposal from a state that grants residency preference equal to the preference given by the state of the nonresident Offeror. Residency and non-residency shall be defined in accordance with KRS 45A.494 (2) and 45A.494 (3), respectively. Any Offeror claiming Kentucky residency status shall submit with its proposal the notarized affidavit affirming that it meets the criteria as set for in the above referenced statute.

ARTICLE 23 – SERVICE AND SUPPORT PERSONNEL

The University reserves the right of acceptance of all personnel assigned by the Offeror under this Contract. All company personnel of the Successful Offeror must be in appropriate company uniform which includes the company name visibly displayed at all times while on the campus of the University, and in all University buildings. The personnel must be cordial, well-groomed, and cognizant of the fact that they may be entered student living buildings. If, for any reason, the University believes that these guidelines are not being followed, the University will request intervention from appropriate supervisory personnel. If inappropriate behavior occurs,

6 BID FORMS

the University shall be entitled to a change in personnel serving the campus.

The Successful Offeror agrees that it will company with the University policy regarding registered sex offenders, and shall not knowingly permit any employee who is a registered sex offender to service the Grand Campus, University residence halls, Model Laboratory School, the basement of the Burrier Building where the Child Development Center is currently located, or any areas of campus or University’s buildings. The Successful Offeror will provide the University with verification of all assigned personnel background check clearance.

ARTICLE 24 - DISBARMENT

Vendor’s signature on this solicitation response certifies that the vendor, and where applicable subcontract vendor, or any other person performing service under this agreement (a) is not now nor have ever been excluded, suspended, disbarred or otherwise deemed ineligible to participate in governmental procurement or other programs (b) and if disbarred, suspended or excluded during the life of the contract, the vendor will notify the University buyer of record within seventy two(72) hours of the vendor becoming aware of the governmental ineligibility.

ARTICLE 25 - KEY EVENT DATES

KEY EVENT DATES DATE TIME PLACE

Pre-Bid Meeting 05/23/19 10:30 AM ET

Questions Deadline 05/24/19 12:00 PM ET

Bid Opening 06/06/19 2:00 PM ET

In front of Walters Halln

[email protected]

Commonwealth Bldg., Rm 1411

Project Notes: - Substantial Date for Completion: 07/15/19- Final Date for Completion: 07/19/19

Liquidated Damages: - $310 until Substantial Completion- $150 until Final Completion



11 BID FORMS

BIDDER'S CHECK LIST

The following checklist is provided for the convenience of both you and Eastern Kentucky University to help eliminate errors or omissions which may render your bid non-responsive. Please check all appropriate boxes and submit this page with your bid.

1. Sworn Statement Regarding Campaign Finance Laws & Non Collusion.

2. Affidavit Regarding Workers’ Compensation Insurance. (Notarized)

3. Vendor Report of Prior Violations of KRS Chapters, 136, 139, 141,337, 338, 341, and 342.

4. Bidder’s Qualifications.

5. Bid Guaranty in the amount of no less than five percent (5%) of theTOTAL BID AMOUNT. (Vendor Provided)

6. List of Proposed Subcontractors (Vendor Provided)

7. Vendor Identification Form

8. Vendor Insurance Form (ACORD)

9. Resident Bidder Status Affidavit. (Notarized)

10. Bid Sheet

11. Performance Bond (To be provided at time of award.)

12. Payment Bond (To be provided at time of award.)

9 BID FORMS

SWORN STATEMENT REGARDING CAMPAIGN FINANCE LAWS

PURSUANT TO KRS 45A.110 AND KRS 45A.115, AS AMENDED, A DETERMINATION OF RESPONSIBILITY OF A BIDDER OR OFFEROR CANNOT BE MADE UNTIL THE BIDDER OR OFFEROR PROVIDES A SWORN STATEMENT THAT HE HAS NOT KNOWINGLY VIOLATED ANY PROVISION OF THE CAMPAIGN FINANCE LAWS OF THE COMMONWEALTH AND THAT THE AWARD OF A CONTRACT TO A BIDDER OR OFFEROR WILL NOT VIOLATE ANY PROVISION OF THE CAMPAIGN FINANCE LAWS OF THE COMMONWEALTH. TO COMPLY WITH THESE STATUTES THE SWORN STATEMENT REGARDING CAMPAIGN FINANCE LAWS INCLUDED WITH THIS INVITATION FOR BID SHOULD BE SIGNED AND RETURNED WITH YOUR BID. THESE STATUTES CURRENTLY READ AS FOLLOWS:

KRS 45A.110:

(1) A written determination of responsibility of a bidder or offeror shall be made and it shall be made in accordancewith administrative regulations promulgated by the secretary of Finance and Administration Cabinet. Areasonable inquiry to determine the responsibility of a bidder or offeror may be conducted. The failure of abidder or offeror to promptly supply information in connection with such an inquiry may be grounds for adetermination of non-responsibility with respect to such a bidder or offeror.

(2) A written determination of responsibility of a bidder or offeror shall not be made until the bidder or offerorprovides the Secretary of the Finance and Administration Cabinet with his sworn statement made underpenalty of perjury that he has not knowingly violated any provisions of the campaign finance laws of theCommonwealth and that the award of a contract to a bidder or offeror will not violate any provision of thecampaign finance laws of the Commonwealth. “Knowingly” means, with respect to conduct or to acircumstance described by a statute defining an offense, that a person is aware or should have been aware thathis conduct is of that nature or that the circumstance exists.

(3) Except as otherwise provided by law, information furnished by a bidder or offeror pursuant to this section maynot be disclosed outside of the Division of State Purchasing or the purchasing agency administering the contractwithout prior written consent of the bidder or offeror.

KRS 45A.115:

Eastern Kentucky University at this time does not prequalify suppliers. Refer to KRS 45A.115 for qualification requirements for bid opportunities with the Finance and Administration Cabinet.

(SIGNATURE)

(TITLE)

(NAME OF COMPANY)

State of ) County of ) The foregoing statement was acknowledged and sworn to before me this

day , 20 , by

(Title) (Company).

Notary Public My commission expires:

12 BID FORMS

COMMONWEALTH OF KENTUCKY AFFIDAVIT REGARDING WORKER’S COMPENSATION

INSURANCE AND UNEMPLOYMENT INSURANCE

Pursuant to KRS 45A.480, the undersigned hereby swears or affirms, under penalty of perjury, that all contractors and subcontractors employed, or that will be employed, under the provisions of this contract shall be in compliance with the requirements for worker’s compensation insurance under KRS Chapter 342 and unemployment insurance under established KRS Chapter 341.

(SIGNATURE)

(TITLE)

(NAME OF COMPANY)

State of )

County of )

The foregoing statement was acknowledged and sworn to before me this

day , 20 , by

(Title) (Company).

Notary Public

My commission expires:

13 BID FORMS

COMMONWEALTH OF KENTUCKY

VENDOR REPORT OF PRIOR VIOLATIONS OF KRS CHAPTER

136, 139, 141, 337, 338, 341 AND 342

Pursuant to 1994’s Senate Bill 258, the Bidder/Offeror shall reveal to the Commonwealth, prior to this award of a contract, any final determination of a violation by the contractor within the previous five (5) year period of the provisions of KRS Chapters 136, 139, 141, 337, 341, and 342.

For the purpose of complying with the provisions of Senate Bill 258, please list any final determination (s) of violation (s) of KRS Chapters 136, 139, 141, 337, 338, 341 and 342, which have been rendered against the bidder or Offer within the five (5) years preceding the award of this contract.

Please include the date of the determination and the state agency issuing the determination.

KRS VIOLATION DATE STATE AGENCY

The Contractor is further notified that 1994’s Senate Bill 258 requires that for the duration of this contract, the Contractor shall be in continuous compliance with the provisions of KRS Chapters 136, 139, 141, 337, 338, 341 and 342, which apply to the Contractor’s operations. Senate Bill 258, further provides that the Contractor’s failure to reveal a final determination of a violation of KRS Chapters 136 , 139, 141, 337, 338, 341, and 342, or failure to comply with the above-cited statutes for the duration of the contract, shall be grounds for the Commonwealth’s disqualification from eligibility to bid or submit proposals to the Commonwealth for a period of two (2) years.

14 BID FORMS

BIDDER'S QUALIFICATIONS

The Bidder’s qualifications are required by the Owner to be submitted as set forth herewith:

1. This firm is a Corporation or a Partnership or a Proprietorship .

2. A Permanent place of business is maintained at:

STREET CITY STATE ZIP CODE

TELEPHONE NUMBER AREA CODE

3. In the event the contract is awarded, the undersigned, Surety Bonds will be furnished by:

4. Experience of Contractor on other similar work: List contact information for list projects.

5. We now have the following jobs under contract and bonded:

JOB LOCATION $ TOTAL CONTRACT PERCENT COMPLETED

TAXPAYER IDENTIFICATION NUMBER REQUEST

Eastern Kentucky University requires a Federal Tax Identification number or Social Security number for all vendors or persons doing business with the University in order to comply with Federal Regulations and tax reporting requirements. Completion of this vendor form does not guarantee receipt of competitive bid solicitations. If you are interested in obtaining University solicitations, please visit http://purchasing.eku.edu/bids-and-quotes IF SENDING A W-9, PLEASE RETURN THIS FORM ALSO. For your convenience, you may return the information one of the following ways: FAX: Vendor File @ 859-622-2170 Mail:

EMAIL: [email protected]

Phone # (859)622-2246

Purchasing Division Eastern Kentucky University Commonwealth Bldg., 14th Floor,Room 1401 521 Lancaster Avenue Richmond, Kentucky 40475

Please type or print legibly VENDOR INFORMATION Name of Firm * (Company or Individual) Phone Number * Make Checks Payable To *

Address * Fax Number * Payment Address *

Address Web Site Address or E-mail Payment Address

Address Vendor Representative Name on Invoice *

City * State * Zip* Federal Tax ID Number * Social Security Number *

Willing to accept ACH payments * Yes No Bank Name & Routing # Bank Account #

Willing to accept credit card payments*

Yes No

Payment Terms *

Type of Ownership (Check Appropriate Box(es)) * Business Classification (Check Appropriate Box(es)) * (1) Individual/Sole Proprietorship (2) Partnership (3) Corporation-Incorporated in

(State) (4) Non-profit/Education

(5) Non-Resident Alien(6) Exempt from backup

withholding Other:

(SM) Small Business (LG) Large Business (CT) In County (MN) Minority Owned (WO) Women Owned

(SD) Small Disadvantaged Business (GA) Government Agency (NP) Non-Profit (AL) Alumni Owned (HZ) Hub Zone Small Business Other (Specify)

*Required Fields Business Classification Reference Links: www.ccr.gov/sizestandard.asp, https://eweb1.sba.gov/hubzone/internet/general/whoweare.cfm, and

http://app1.sba.gov/faqs/faqindex.cfm?areaID=11 Printed Name of Authorizing Official:

Authorized Signature: Date:

*REGISTRATION Any foreign corporation (outside the State of Kentucky) must obtain a certificate of authority from the Secretary of State as is required by KRS 271B.15-010 Certificate #: (https://secure.kentucky.gov/sos/ftbr/Welcome.aspx)

• Claimed exemption: Any “person” (business or individual) making retail sales in the state are to be registered to collect Kentucky sales and use tax. If the foreign individual (or business) is making retail sales they should be registered for Kentucky sales and use tax purposes by completing a Tax Registration Application (form 10A100), available at the link below. If they are under contract to perform services that do not include the sale of tangible personal property or digital property, or do not perform services subject to tax per KRS 139.200 (such as admissions, provision of telecommunication services, sewer services, and so on), then they are not required to register per .KRS 14A.9-010-14A.9-090

• Consumer Use Tax Account number: (http://revenue.ky.gov/) • Sales Tax Account Number:

Federal Debarment Status By checking the box above, you certify that your company and its principals have not been disbarred, suspended, proposed for debarment, declared ineligible, are not in the process of being disbarred or are voluntarily excluded from doing business with a federal department or agency of the federal government.

CERTIFICATION Under penalties of perjury. I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me) and 2. I am not subject to backup withholding because:(a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS)

that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and

3. I am a U. S. person (including a U.S. resident alien). Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholdings because you

have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct Taxpayer Identification Number.

Signature of U.S. Person Date

http://purchasing.eku.edu/bids-and-quotes


http://www.ccr.gov/sizestandard.asp

https://eweb1.sba.gov/hubzone/internet/general/whoweare.cfm

http://app1.sba.gov/faqs/faqindex.cfm?areaID=11

https://secure.kentucky.gov/sos/ftbr/Welcome.aspx

http://revenue.ky.gov/

16 BID FORMS

Bid #: EKU 103-19

REQUIRED AFFIDAVIT FOR BIDDERS, OFFERORS AND CONTRACTORS CLAIMING RESIDENT BIDDER STATUS

FOR BIDS AND CONTRACTS IN GENERAL: The bidder or offeror hereby swears and affirms under penalty of perjury that, in accordance with KRS 45A.494(2), the entity bidding is an individual, partnership, association, corporation, or other business entity that, on the date the contract is first advertised or announced as available for bidding:

1. Is authorized to transact business in the Commonwealth;2. Has for one year prior to and through the date of advertisement

a. Filed Kentucky corporate income taxes;b. Made payments to the Kentucky unemployment insurance fund established in

KRS 341.49; andc. Maintained a Kentucky workers’ compensation policy in effect.

The BIDDING AGENCY reserves the right to request documentation supporting a bidder’s claim of resident bidder status. Failure to provide such documentation upon request shall result in disqualification of the bidder or contract termination.

Signature Printed Name

Title Date

Company Name

Address

Subscribed and sworn to before me by (Affiant) (Title)

of this day of ,20 . (Company Name)

Notary Public

[seal of notary] My commission expires:

10 BID FORMS

FORM OF PROPOSAL-BID SHEET

BID: EKU 103-19

PROJECT NAME: Kit Carson Drive Water LineKit Carson Drive Water Line

LUMP SUM BASE BID:

The Bidder agrees to furnish all materials, supplies, and services required to complete the above referenced job for Eastern Kentucky University, in accordance with the drawings, specifications and contract documents, and any duly issued Addenda for the LUMP SUM BASE BID AMOUNT set forth below:

Bidder’s Name:

Dollars (USE WORDS)

and Cents

($ ).

Alternate (if applies): ($ ).

(USE FIGURES)

The Bidder, in compliance with your Invitation to Bid # EKU 103-19 and having carefully examined the drawings and complete contract documents as defined in the specifications hereby proposes to furnish all labor, materials, supplies, and services required to perform the specifics of this project within the time set forth therein and for the stated lump sum bid amount.

The Bidder hereby acknowledges receipt of the following Addenda:

(IF NO ADDENDUM HAS BEEN ISSUED AND RECEIVED, INSERT THE WORD, “NONE”)

ADDENDUM NO. DATED

ADDENDUM NO. DATED

ADDENDUM NO. DATED

EASTERN KENTUCKY UNIVERSITY BID # 103 - 18

LIST OF UNIT PRICES

Unit prices shall include the furnishing of all labor, materials, supplies, services and shall include all items of cost, overhead and profit for the Contractor and any Subcontractor involved, and shall be used uniformly without modification for either additions or deductions. The Unit Prices as established shall be used to determine the equitable adjustment of the Contract Price in connection with changes or extra work performed. Unit prices must be submitted with the Form of Proposal.

ITEM UNIT PRICE

Rock RemovalPlease Note: We do not anticipate rock removal as we are replacing the existing line where it currently runs.

$

EASTERN KENTUCKY UNIVERSITY BID# 103 - 19

LIST OF SUBCONTRACTORS

List on the lines below each major branch of work and major material category for this project and the subcontractor involved with that portion of work. If the branch of work is to be done by the General Contractor, so indicate.

The listing of more than one subcontractor in a work category may invalidate the bid.

The listing of the bidder as the subcontractor for a work category certifies that the bidder has in current employment, skilled staff and necessary equipment to complete that category. The Project Team will evaluate the ability of all listed subcontractors to complete the work. Listing of the bidder as the subcontractor may invalidate the bid should the architect’s review indicate bidder does not have skilled staff and equipment to complete the work category at the time the bid was submitted.

The following section to be completed and submitted within (24) hours.

SECTION SUBCONTRACTOR

Underground Water Distribution

Storm Water Pollution Prevention Plan

Earth Moving

Excavation and Fill

Erosion and Sedimentation Controls

Asphalt Paving

Concrete Paving

Eastern Kentucky University General

Conditions

Revised 11-18-18

EASTERN KENTUCKY UNIVERSITY GENERAL CONDITIONS

TABLE OF CONTENTS

1. Definitions of Terms ....................................................................................................................4

2. Intent and Interpretation ...............................................................................................................5

3. The Architect ...............................................................................................................................7

4. Conduct ........................................................................................................................................8

5. Tobacco-Free Campus .................................................................................................................9

6. Safety ...........................................................................................................................................9

7. Green Purchasing Policy ............................................................................................................10

8. Recycling and Waste Management Policy ................................................................................10

9. Parking .......................................................................................................................................10

10. Traffic Control .........................................................................................................................11

11. Pedestrian and Property Protection ..........................................................................................11

12. Concrete and Landscaping requirements .................................................................................11

13. Hazardous Material ..................................................................................................................11

14. Site Conditions .........................................................................................................................12

15. Facilities Usage ........................................................................................................................12

16. Occupancy .................................................................................................................. 12

17. General Work Hours ................................................................................................................13

18. Storage and Staging .................................................................................................................13

2 General Conditions

19. Signs .........................................................................................................................................13

20. Administrative..........................................................................................................................13

21. Subcontractor ...........................................................................................................................13

22. Changes in the Work/Change Orders ......................................................................................14

23. Key Checkout Procedure .........................................................................................................16

24. Site Visit ............................................................................................................................. 16

25. Measurements ..........................................................................................................................16

26. Labor and Materials .................................................................................................................16

27. Indemnification ........................................................................................................................17

28. Insurance ..................................................................................................................................17

29. Performance and Payment Bonds ............................................................................................19

30. Claims by the Contractor/Concealed Conditions/Disputes......................................................19

31. Liens .........................................................................................................................................21

32. Assignments ........................................................................................................................ 21

33. Separate Contracts ...................................................................................................................21

34. Cash Allowances ......................................................................................................................21

35. Schedules .................................................................................................................................22

36. Delays and Extensions of Time ...............................................................................................22

37. Shop Drawings; Submittals......................................................................................................23

38. Supervision and Construction Procedures ...............................................................................23

39. Payment....................................................................................................................................25


40. Quality of Work .................................................................................................................. 27

41. Code Compliance .....................................................................................................................28

42. Inspection, Tests, Permits, and License Fees ...........................................................................28

43. Correction of Work ..................................................................................................................29

44. Suspension of Work .................................................................................................................29

45. Termination ..............................................................................................................................30

46. Project Completion and Record Drawings ..............................................................................32

47. Miscellaneous Provisions Regarding Contractor’s Work ........................................................34

48. Davis-Bacon Act ......................................................................................................................34

49. Apprentices ..............................................................................................................................35

50. Nondiscrimination in Employment ..........................................................................................35

51. Affirmative Action: Reporting Requirements .........................................................................36

52. Access to Records ....................................................................................................................36

53. Campus Map ............................................................................................................................37


1. Definitions of Terms. Whenever used in these General Conditions or in other ContractDocuments, the following terms have the meaning indicated, which are applicable to both the singular and plural thereof: 1.1 Architect is the person or entity, either architect, engineer, or consultant, who is

identified as such in the Contract Documents and on the drawings or any replacement architect, engineer, or consultant identified by the Owner.

1.2 Certification of Payment is the Owners Progress Payment form, Invoice and Receiving Report for Technical Services and Construction Contracts.

1.3 Change Order means a written order to the Contractor from the Owner and the Architect after execution of the Contract, which directs a change in the Work and may include a change in the Contract Price or the Contract Completion Time, or any combination thereof.

1.4 Contract is the legal relationship, duties and obligations between the Owner and Contractor as shown by the Contract Documents for the Project.

1.5 Contract Completion Time is the number of calendar days between the Date of Commencement and the dates set for Substantial Completion and Final Completion of the Work. This includes any adjustments established in the Contract between the Owner and Contractor.

1.6 Contract Documents include the Invitation for Bids, the Instructions to Bidders, the Payment and Performance Bonds, the General Conditions, the Special or Supplemental Conditions, the drawings, specifications, solicitation addenda, the contractors response to the solicitation, any written clarification of the response, the award document containing the Agreement between Owner and Contractor, and modifications issued after execution of the Contract. Modifications include (1) Change Orders issued as provided in Article 22, and (2) Field Orders for minor changes in the work issued by the Architect as provided in Article 22. Documents not included or expressly contemplated in this Paragraph, 1.6, do not, and shall not, form any part of the Contract between the Owner and the Contractor.

1.7 Contract Sum means the sum stated in the Contract including any authorized adjustments thereto and is the total amount payable by the Owner to the Contractor for the performance of the Work under the Contract Documents.

1.8 Contractor means the person or entity with whom the Owner has executed the Contract for construction.

1.9 Date of Commencement is the date specified in the Contract as the date upon which the Contractor is authorized to begin work.

1.10 Direct Expenses is defined as “All items of expenses directly incurred by or attributable to a specific project, assignment or task” and “Direct costs consist of direct materials, direct labor, subcontract costs, and other miscellaneous direct costs such as bonding and equipment rentals, that are directly related to and can be specifically attributed to an individual contract.”

1.11 Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams.

1.12 Extra Work is Work not part of the existing Contract Documents which is being added to the Contract by Change Order.

1.13 Field Order is a written order issued by the Architect which clarifies or interprets the Contract Documents, or orders minor changes in the Work which does not require a change under Article 22.

1.14 Final Completion is defined as the Work being acceptable under the Contract Documents and the Contract fully performed in accordance with the terms and


conditions of the Contract Documents and the entire payment balance due the Contractor is due and payable.

1.15 Final Completion Date shall have the meaning as described to it in Paragraph 46.3.

1.16 Notice of Intent to Award is a written letter issued to the apparent successful Contractor after acceptance of bid price, unit prices, subcontractors and equipment and materials to inform them of such acceptance and request the required additional documentation to initiate the Contract. This is NOT an authorization to proceed.

1.17 Owner means Eastern Kentucky University, acting through the Division of Capital Construction and Project Administration.

1.18 The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate Contractors.

1.19 Resident Observer means an individual who has a direct contract with the Architect to observe and report on activities at the work site. A Resident Observer employed by the Architect is not authorized to serve as the Owners Representative, unless so designated by the Owner in writing.

1.20 Retainage means money earned by a contractor for work accepted by the Owner, but withheld to ensure proper performance by the contractor

1.21 Shop Drawings means drawings, completion diagrams, schedules, and other data specially prepared for the Work by the Contractor or any Subcontractor, lower tier subcontractors, manufacturer, supplier, or distributor to illustrate some portion of the Work.

1.22 Subcontractor means the person or entity having a direct contract with the Contractor for the performance of a part of the Work.

1.23 Substantial Completion is the point at which, as certified in writing by the Architect, the Project is at a level of completion in strict compliance with the Contract, and necessary approval by public authorities has been given, such that the Owner or the Agency can enjoy beneficial use or occupancy and can use, operate and maintain (the Owner has received all required warranties and documentation) it in all respects, for its intended purpose. Partial use or occupancy of the Project shall not result in the Project being deemed substantially complete and such partial use or occupancy shall not be evidence of Substantial Completion.

1.24 Substantial Completion Date shall have the meaning as described to it in Paragraph 46.2.

1.25 The Work includes the construction and services required by the Contract Documents, whether completed or partially completed, and includes all labor, supervision, materials, equipment, services, and things provided or to be provided by the Contractor to fulfill the Contractor’s obligations.

2. Intent and Interpretation2.1 Anything that may be required, implied or inferred by the documents which make up

the Contract, or any one or more of them, shall be provided by the Contractor for the Contract Sum;

2.2 Nothing contained in the Contract Documents shall create, nor be interpreted to create, privity or any other relationship whatsoever between the Owner and any person except the Contractor;

2.3 When a word, term, or phrase is used in the Contract Documents, it shall be interpreted or construed first, as defined herein; second, if not defined, according to its generally accepted meaning in the construction industry; and third, if there


is no generally accepted meaning in the construction industry, according to its common and customary usage;

2.4 The words “include”, “includes”, or “including”, shall be deemed to be followed by the phrase, “without limitation”.

2.5 The specification herein of any act, failure, refusal, omission, event, occurrence or condition as constituting a material breach of the resulting Contract shall not imply that any other, non-specified act, failure, refusal, omission, event, occurrence or condition shall be deemed not to constitute a material breach of the resulting Contract;

2.6 In the event of any conflict, discrepancy, or inconsistency, the following shall control: 2.6.1 As between figures given on plans and scaled measurements, the figures

shall govern; In the event of a conflict between figures on the plans, the Contractor shall obtain clarification from the Architect prior to proceeding with the related work.

2.6.2 As between large scale plans and small scale plans, the large scale plans shall govern;

2.6.3 As between plans and specifications, the requirements of the specifications shall govern;

2.7 Meaning of Execution. Execution of the Contract Documents by the Contractor is a representation that the Contractor has thoroughly examined the site of the Work, become familiar with the local conditions under which the Work is to be performed, and correlated personal observations with the requirements of the Contract Documents. Execution of the Contract Documents is a further representation that Contractor has received, reviewed and carefully examined all of the Contract Documents, and has found them in all respects to be complete, accurate, adequate, consistent, coordinated and sufficient for construction, the Contractor is fully qualified to act as the contractor for the Project and has, and shall maintain, any and all licenses, permits or other authorizations necessary to act as the contractor for, and to construct the Project.

2.8 Prior Agreements. The Contract Documents supersede any and all prior discussions, communications, representations, understandings, negotiations or agreements between the Owner and the Contractor and the Agency and the Contractor.

2.9 Contractor’s Performance. The Contractor shall perform all of the Work required, implied or reasonably inferable from the Contract including, but not limited to, the following: 2.9.1 Construction of the Project; 2.9.2 The furnishing of any required surety bonds and insurance; 2.9.3 The provision or furnishing, and prompt payment therefor, of labor,

supervision, services, materials, supplies, equipment, fixtures, appliances, facilities, tools, transportation, storage, power, fuel, heat, light, cooling, or other utilities, required for construction and all necessary building permits and other permits required for the construction of the Project;

2.9.4 The creation and submission to the Owner of detailed and comprehensive as-built drawings, depicting all as-built construction. Said as-built drawings shall be submitted to the Owner upon final completion of the Project and receipt of same by the Owner shall be a condition precedent to final payment to the Contractor.

2.10 Time. All limitations of time set forth in the Contract Documents are material and are of the essence of the Contract. The Contractor shall make reasonable


progress on the completion of the Work on a continual and consistent basis. 2.11 Intent of Contract Documents. The intent of the Contract Documents is to include

all items necessary for the proper completion of the Work by the Contractor. Labor or materials which are evidently necessary to produce the desired results, even though not specifically mentioned in the Contract Documents, shall be included in the Work.

2.12 Contract Documents Complementary, etc. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. In case of conflicts between the various Contract Documents, the order of precedence shall be as follows: (1) Addenda, (2) Division 1 - General Requirements of the Specifications; (3) Special Conditions, (4) General Conditions, (5) Technical provisions of the Specifications; (6) Drawings.

2.13 Questions to Architect. In the event a question arises regarding the meaning or intent of the drawings and specifications, the Contractor shall report it at once to the Architect. The Architect shall furnish, with reasonable promptness, additional instructions, by means of drawings or otherwise, necessary for the proper execution of the work, consistent with the requirements of Article 3.

2.14 Paragraph, titles or headings are for convenience only and form no operative part of the Contract.

3. The Architect Unless otherwise directed by the Owner in writing, the Architect shall performthose duties and discharge those responsibilities allocated to the Architect in the Contract Documents. The duties, obligations and responsibilities of the Architect shall include, but are not limited to, the following: 3.1 Owner’s Representative. The Architect will be the Owner’s Agent during

construction and until final payment has been made. The Architect will advise and consult with the Owner. In the event the Owner should find it necessary or convenient to replace the Architect, the Owner shall retain a replacement architect and the role of the replacement architect shall be the same as the role of the Architect.

3.2 Communication Through Architect. Except as otherwise provided in the Contract Documents, the Owner’s instructions to the Contractor shall be forwarded through the Architect, and the Contractor’s communications with the Owner shall be through the Architect.

3.3 Review of Work. The Architect shall approve, or respond otherwise as necessary concerning shop drawings or other submittals received from the Contractor. The Architect shall be authorized to refuse to accept work which is defective or otherwise fails to comply with the requirements of the Contract. If the Architect deems it appropriate, the Architect shall be authorized to call for extra inspection or testing of the work for compliance with requirements of the Contract. The Architect shall review the Contractor’s Payment Requests and shall approve in writing those amounts which, in the opinion of the Architect, are properly owing to the Contractor as provided in the Contract. The Architect shall perform those inspections required by the Owner. The Architect shall have authority to reject Work which does not conform to the Contract Documents. In the event of rejection, the Architect may recommend withholding payment to the Contractor for the rejected Work, and such recommendation shall give the Owner the authority to withhold payment for such Work.

3.4 Interpretation of Contract Documents. The Architect shall be the interpreter of the requirements of the Contract Documents and the judge of the performance thereunder by the Contractor, subject to the provisions of Article 32. Claims,


disputes, and other matters in question that arise relating to the execution or progress of the Work shall be referred initially to the Architect for decision, which (s)he will render in writing within a reasonable time. Either party may appeal the Architect’s decision to the VP of Finance and Administration in accordance with the provision of Article 30.

3.5 Review of Shop Drawings, etc. The Architect shall review and approve, or take other appropriate action upon Contractor’s submittals (such as Shop Drawings, product data, and samples) for conformance with the design concept and the information given in the Contract Documents. Such action shall be taken with reasonable promptness so as to cause no delay. The Architect’s approval of a specific item shall not indicate approval of an assembly of which the item is a component. The Architect’s approval of Shop Drawings or samples shall not relieve the Contractor from his/her responsibility for any deviations from the requirements of the Contract Documents unless the Contractor has in writing called the Architect’s attention to such deviation at the time of submission and the Architect has given written approval to the specific deviation, nor shall any approval by the Architect relieve the Contractor from responsibility for errors or omissions in the Shop Drawings.

3.6 Preparation of Change Orders. The Architect, in consultation with the Owner, shall prepare Change Orders. The Architect shall also have authority to order minor changes in the Work as provided in Article 22.11.

3.7 Final Inspections, Certification. The Architect shall conduct inspections to determine the dates of Substantial Completion and Final Completion. The Architect shall also receive and forward to the Owner, for the Owner’s review, written warranties and related documents required by the Contract and assembled by the Contractor.

3.8 Payment Requests. The Architect shall review the Contractor’s Payment Requests and shall approve in writing those amounts which, in the opinion of the Architect, are properly owing to the Contractor as provided in the Contract. The Architect’s approval of payment requests shall not relieve the Contractor from his responsibility for any deviations from the requirements of the Contract Documents

3.9 The Architect shall be authorized to require the Contractor to make changes which do not involve a change in the Contract Sum or in the Contract Completion Time for the Contractor’s performance consistent with the intent of the Contract.

3.10 The duties, obligations and responsibilities of the Contractor under the Contract shall in no manner whatsoever be changed, altered, discharged, released, or satisfied by any duty, obligation or responsibility of the Architect. The Contractor is not a third-party beneficiary of any Contract by and between the Owner and the Architect. It is expressly acknowledged and agreed that the duties of Contractor to the Owner are independent of, and are not diminished by, any duties of the Architect to the Owner.

3.11 The duties, obligations and responsibilities of both the Architect and the Contractor, under their respective Contracts, shall in no manner whatsoever be changed, altered, discharged, released, or satisfied by any duty, obligation or responsibility of the Resident Observer. It is expressly acknowledged and agreed that the duties of Contractor and/or Architect to the Owner are independent of, and are not diminished by, any duties of the Resident Observer to the Owner.

4. Conduct 4.1 General The conduct of all personnel performing work or operations related to the

work is the responsibility of the Contractor. The consumption of alcohol and/or


drugs, and the carrying of firearms on the job by any worker are strictly prohibited. Any workmen apprehended under the influence of alcohol and/or drugs, or carrying firearms, on the premises at any time shall be subject to automatic dismissal by the Contractor. Improper conduct of any kind will not be permitted and may result in the offending workmen, Subcontractor and/or Contractor being barred from the university premises.

4.2 Any interaction with the students, faculty, staff or visitors of EKU shall be professional. Unprofessional conduct including, but not limited to, dress, general harassment, sexual harassment, or using obscenities can and shall be grounds for immediate removal of perpetrator from campus.

4.3 The University reserves the right of acceptance of all personnel assigned by the Offeror under this contract. The personnel must be cordial, well-groomed and cognizant of the fact that they may be entering student living buildings. If for any reason, the University believes that these guidelines are not being followed, it will request intervention from appropriate supervisory personnel. If inappropriate behavior occurs, the University shall be entitled to a change in personnel serving the campus.

4.4 The successful Offeror agrees that it will comply with the university Policy regarding Registered Sex Offenders and shall not knowingly permit any employee who is a registered sex offender to service the University residence halls, Model Laboratory School, the basement of the Burrier Building where the Child Development Center is currently located, or any areas of campus or University’s buildings. The University at any time can ask for personnel background check report to be provided by successful Offeror.

4.5 No University garbage containers shall be used by contractor for disposal of any debris.

4.6 Many Buildings on Campus are open to the public. The Contractor shall ensure that its employees and subcontractors access University property only when necessary and appropriate.

5. Tobacco-Free Campus5.1The use of all tobacco is prohibited on all property that is owned, leased, occupied, or

controlled by the University. This includes buildings and structures, residence halls, housing facilities operated by Employee Housing, grounds, exterior open spaces, parking lots, and garages, on-campus sidewalks, streets, driveways, stadiums, recreational spaces, practice fields, University property outside the main campus such as regional campuses, farm facilities, art galleries, performance venues, and sporting venues and functions that are held in these facilities and venues.

5.2 The use of tobacco is prohibited in vehicles owned, leased or rented by the University, including maintenance Vehicles, automobiles, shuttles, utility vehicles, and golf carts as well as while in personal vehicles on University property.

5.3 Tobacco includes all forms of tobacco including, but not limited to, cigarettes, cigars, pipes, water pipes (hookah), electronic cigarettes, bidis, clove cigarettes and smokeless tobacco products (snuff, chewing tobacco, and dipping tobacco). Tobacco does not include nicotine replacement therapies such as patches, gum or prescription medication intended to assist an individual in quitting the use of tobacco.

6. Safety6.1 Safety Data Sheets must be kept at the job site at all times.


6.2 The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Project.

6.3 The Contractor shall take all necessary precautions for the safety of employees on the Work site, and shall comply with all applicable provisions of federal, state, and municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the Work is being performed. The Contractor shall designate a responsible member of his/her organization on the Work site as safety officer whose duty shall be to enforce safety regulations. The name and position of the person so designated shall be reported to the Architect by the Contractor.

6.4 Fire protection must be maintained at job site at all times. Contractors must carry maintained and useable portable fire extinguishers on all work trucks.

6.5 If an emergency occurs affecting the safety of life, or of the work, or of adjoining property, the contractor shall act at his own discretion to prevent such threatening loss or injury without special instruction or authorization from the Owner.

7. Green Purchasing PolicyThe University is committed to reducing the adverse environmental impact of its

purchasing decisions; it is committed to buying goods and services from contractors who share its environmental concern and commitment. The University encourages bidders to include in their responses economical and environmentally friendly products and service options that serve to minimize waste, reduce excess packing and packaging, recycle, reduce, reuse, prevent pollution, and/or offer resource efficiency. It is the University’s goal to maximize environmental responsibility on its campuses.

8. Recycling and Waste Management Policy8.1 The University recognizes the need to be good stewards for its waste management

practices and policies and recognizes the importance of having vendors and/or their subcontractors be cognizant of the same practices and policies. Some jobs may, upon discretion of the university, require a waste and recycling plan, while others may consist of individual considerations for a particular job on means and methods of handling of various discarded material. The University encourages each vendor to be proactive in reviewing all avenues available to them for reducing the waste stream and encourage recycling to the greatest extent possible and practical.

8.2 KRS 45A.520 mandates that every state agency require a minimum recycled content for those materials it purchases. All materials provided for the completion of the Work shall conform with the requirements of 200 KAR 5:330, except as provided for in KRS 45A.510. Construction related materials requiring a minimum recycled content include building insulation, aluminum products, concrete, cement and steel products. For a complete listing of those items requiring minimum recycled content, please refer to 200 KAR 5:330 http://www.lrc.ky.gov/kar/200/005/330.pdf

9. Parking9.1 Ensure proper parking permits are obtained before commencing work. Under normal

circumstances, the contractor will be allowed two vehicles at the work site. All other vehicles will be given permits to park in a Commuter Lot. See Special Conditions for Project-specific parking instructions.

9.2 No leaking vehicles are allowed to park on campus.

http://www.lrc.ky.gov/kar/200/005/330.pdf


9.3 The University reserves the right to remove contractor’s vehicles from university property due to leaking of any fluids and charge contractor for any cleanup.

9.4 No parking on sidewalks or grass. 10. Traffic Control

10.1 Vehicles shall be parked in a manner that will not interfere with any required emergency exit, or the traffic of the campus.

10.2 EKU shall receive 48 hour advanced notice of any deliveries that will affect others on campus.

10.3 Contractor shall not block fire truck access unless approved in advance and only in extreme circumstances. (48 hour advanced notice to owner must be given).

11. Pedestrian and Property Protection11.1 Provide temporary barricades and other forms of protection to protect EKU's

personnel, students and general public from injury due to the Work. These barricades are to be maintained daily and kept in orderly manner. EKU will not provide any barricades. A barricade plan shall be discussed at the preconstruction meeting.

11.2 The Contractor shall continuously maintain adequate protection of all Work from damage and shall protect the Owner’s property from injury or loss arising in connection with this Contract. The Contractor shall make good any such damage, injury, or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Owner. (S)He shall adequately protect adjacent property as provided by law and the Contract Documents.

11.3 It is the contractor’s responsibility to protect their work from vandalism. 11.4 Provide protection of the Work and all University property during dust producing

operations. 11.5 Damages to any existing Buildings, including the University roads, parking lots,

drives, walks, and grass, etc., resulting from the Work or related operations whether caused by the Contractor's personnel, his/her Subcontractors or his/her material suppliers, shall be repaired or replaced, at no additional cost to the University, and to the satisfaction of the Owner.

11.6 Protect all roads and sidewalks from damage by equipment such as cranes or dump trucks when stationed for long periods of time by appropriate methods.

11.7 Contractor shall notify EKU at least three (3) business days prior to the commencement of any excavation. Once EKU approved excavation, contractor shall call 811 before dig.

12. Concrete and Landscaping requirementsRefer to concrete (03 3000 & 32 1300) and landscape (32 9300) owner’s project

requirements in the Technical Guidelines documents. 13. Hazardous Material-Call Project Manager Immediately if Suspicious

13.1 In the event the Contractor suspects or unexpectedly encounters on the site material reasonably believed to be asbestos, lead, polychlorinated biphenyl (PCB) or other classified hazardous substances/materials which have not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner and Architect in writing. The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos, lead, polychlorinated biphenyl (PCB), or other classified hazardous substances/materials which have not been rendered harmless. The Work in the affected area shall be resumed in the absence of any classified hazardous substances/materials or when it or they have been rendered harmless.


13.2 The Project Manager shall then contact the proper university officials to take samples, conduct tests and report back to the contractor within a few days.

13.3 If the material is determined to be positive on test, the University will take appropriate action to remove the material before the contractor can continue work in the affected area.

14. Site Conditions14.1 No parking on grass or sidewalks. 14.2 The Contractor shall maintain all materials and organize the Work in such a manner

as to minimize any inconvenience to persons using or working in the Work site and adjacent areas.

14.3 The Contractor shall restrict his/her operations and movements in areas of the buildings, grounds that are strictly necessary to his/her work.

14.4 Contractor shall assume complete responsibility for disposing of equipment removed from the site during the work. Contractor shall remove, transport, and dispose of all debris. Contractor shall maintain a conveyance adjacent to the work in which debris shall be deposited as it is removed from the work. (S)He shall cause the conveyance to be emptied on a regular basis. Contractor shall not use building elevators for transporting any material or debris unless authorized in the Special Conditions.

14.5 Contractor shall not use owner’s trash cans for disposal of waste. 14.6 EKU assumes no responsibility for actual condition of items, grounds or structures

at areas of work. Conditions existing at time of inspection for bidding purposes will be maintained by EKU insofar as practicable. Photograph or videotape existing conditions that might be misconstrued as damage related to contractor’s activity. File with Project Manager prior to start of work.

14.7 No utility services are to be interrupted without the consent of the University. Contractor shall protect any known utilities against damage during construction. This includes but not limited to fire, water, gas, communications, and electricity.

15. Facilities Usage15.1 Owner will determine a use of toilet facilities per contract (See Special Conditions).

If contractor is required to provide temporary toilet facilities, they shall be in quantities necessary to adequately service workers and contractor’s personnel. Portable toilets on site shall be serviced regularly and used in accordance with good, clean sanitary practice. Contractor shall obtain portable toilets from an established firm regularly providing the same.

15.2 No cleaning of tools, buckets, vehicles etc. in any facilities or on grounds without prior agreement by the University.

15.3 The contractor shall provide communication devices, such as telephones, for use by their employees or subcontractors and shall not be permitted the free use of the existing EKU systems.

15.4 In the event the Owner elects to make available electric power or domestic water, at no cost, to the Contractor for construction purposes, the election to do so will be spelled out in the Special Conditions for this project. Electric power provided by the Owner, shall not be utilized as a means for temporary heat without specific approval from the Owner in writing. Contractor shall furnish all labor and devices required to convey these temporary services from point of connection to point of use desired by Contractor or his/her Subcontractors.

16. Occupancy16.1 EKU will occupy adjacent buildings at areas of work. Contractor shall conduct work

in a manner that will minimize need for disruption of EKU's normal operations. Contractor shall provide minimum of 48 hours advance notice to EKU of activities


that will affect the normal operations of the building and/or area of work. Coordinate all work with EKU, including daily work schedules and areas of work.

16.2 Any work that may impact the normal operations of the fire alarms system shall be coordinated with EKU personnel with a minimum of a three (3) day notice.

16.3 Protect smoke detectors at all times. Any detector that gets painted, damaged, altered, or defaced will be replaced by a certified fire alarm contractor at no additional cost to the Owner.

17. General Work HoursWork Hours must be agreed upon and discussed prior to bidding and will be noted in the

Special Conditions. 18. Storage and Staging

18.1 Storage and staging areas (if needed) will be as described in the Special Conditions and will be discussed at the preconstruction meeting.

18.2 The contractor is responsible for the security of their materials and equipment. 19. Signs

The Contractor shall not display any sign, trademark, etc. except by the approval of EKU.

20. Administrative20.1 If applicable, a preliminary construction meeting will be held at a time and place

designated by the Owner, for the purpose of identifying responsibilities of Contractor and Owner. A date will be set at time of bid opening for the meeting. 20.1.1 Topics to be discussed include:

>Construction Schedule>Use of areas of the site>Delivery and storage>Safety>Post clean-up>Submittals>Change orders>Applications for payment>Record documents

20.1.2 Meeting attendees shall include: >The Owner>The Contractor and its Superintendent (All Must Be Present)>Subcontractor representative (if applicable)>Manufacturer representative

21. Subcontractor21.1 Contractor Fully Responsible for Subcontractors. The contractor is fully

responsible to the Owner for the acts and omissions of his/her Subcontractors and of persons and entities either directly or indirectly employed by them. Nothing contained in the Contract Documents shall create any contractual relationship between the Owner and a Subcontractor.

21.2 Subcontractors listed on the bid form shall not be changed without written permission from the University.

21.3 Flow-down Requirement. By contract, the Contractor shall require each Subcontractor: 21.3.1 to be bound to the Contractor by the terms of the Contract Documents

insofar as they apply to the Work to be performed by the Subcontractor; and

21.3.2 to assume toward the Contractor all the obligations which the Contractor, by the Contract Documents, assumes toward the Owner.


21.4 All subcontractors are required to follow the same schedule and guidelines outlined by the contract documents. Sub-contractor shall have a minimum of three consecutive years’ of experience in related job.

21.5 Contracts with Subcontractors. The Contractor shall contract with those Subcontractors listed in the Contractors Bid Response and deemed acceptable by the Owner in accordance with the procedure outlined in the Instruction to Bidders. All subcontracts shall afford the Contractor rights against the Subcontractor which correspond to those rights afforded to the Owner against the Contractor herein, including those rights of Contract termination as set forth herein.

21.6 Substitution of Subcontractors. The Contractor shall not contract with any substitute Subcontractor or change a Subcontractor without providing timely written notice of the proposed substitution to the Architect, Project Engineer and Purchasing Officer. The substitution shall not be made if the Owner, Architect, Project Engineer, or Purchasing Officer object in writing to such change.

22. Changes in the Work/Change Orders22.1 Change Order means a written order to the Contractor executed by the Owner and

the Architect after execution of the Contract, directing a change in the Work and may include a change in the Contract Price, or the Contract Completion Time, or any combination thereof.

22.2 Any change in the Contract Sum resulting from a Change Order shall be determined by one of the following methods: 22.2.1 by mutual agreement of a lump sum amount between the Owner and the

Contractor as evidenced by (a) the Change in the Contract Sum being set forth in the Change Order, (b) such change in the Contract Sum, together with any conditions or requirements relating thereto, being initialed by both parties and (c) the Contractor’s execution of the Change Order;

22.2.2 by unit prices stated in the Contract Documents or subsequently agreed upon; or

22.2.3 if no mutual agreement occurs between the Owner and the Contractor, the Change in the Contract Sum, if any, shall be derived by determining the reasonable actual costs or savings achieved resulting from revisions in the Work.

22.3 Items (22.2.1) and (22.3.3) above shall include a component for all overhead, profit, indirect costs or other items not to exceed fifteen percent (15%). Any such costs or savings shall be documented in the format, and with such content and detail as the Owner or the Architect requires. The Contractor shall only receive one fifteen percent (15%) for the “jobsite overhead and profit” component whether such work be done by the Contractor or by his/her Subcontractor.

22.4 For all charges relating to any Change Order, whether determined under subparagraph 22.2.1, 22.2.2 or 22.2.3 above, the following provisions shall apply: 22.4.1 The Contractor shall keep and present in such form as the Architect may

direct, a correct account of all items in such form comprising the net cost of such Work, together with vouchers. The determination of the Architect shall be final upon all questions of the amount and cost of Changes in the Work, and it shall include in such cost, the cost to the Contractor of all materials used, of all labor, common and skilled, or foremen, trucks and teams, and the fair rental of all machinery used and for the period of such use. If said Work requires the use of machinery not already upon the work or to be otherwise used upon the Work, then the cost of transportation of such machinery to and from the Work shall be added to the fair rental, but


said transportation shall not cover a distance exceeding one hundred (100) miles.

22.4.2 The Architect shall not include in the net cost of Work any cost or rental or small tools, or any portion of time of the Contractor or his/her Superintendent, or any allowance for the use of capital, or any additional bond premium, insurance cost applicable to the Work or any actual or anticipated profit, or any job or office overhead not previously mentioned, these items being considered as being covered by the added fifteen (15%) percent for the jobsite overhead and profit component.

22.4.3 In all cases where Changes in the Work are covered by unit prices set forth in the Contract, the value of such Work shall be determined only upon the basis of such unit prices.

22.4.4 Pending final determination of value, payments on Changes in Work shall be made only upon the estimate of the Architect.

22.5 If the Contractor claims that any instructions by the Architect involve additional cost and/or time extension, (s)he shall give the Architect written notice thereof within a reasonable time after the receipt of such instructions and before proceeding to execute the change in Work.

22.6 On all Change Orders that exceed $25,000, the Contractor shall submit the following certification: “I (the Contractor) certify to the best of my knowledge and belief, the cost or

pricing data submitted is accurate, complete and current as of the date of the proposed change.”

22.7 If the Owner and Contractor cannot agree on the effect of an ordered change on the adjustment to the Contract Sum or Contract Completion Time, this matter may also be referred to the Architect for determination.

22.8 If the Owner and/or Contractor do not agree with the Architect’s determination regarding the valuation of a change, the related adjustment to the Contract Sum or to the Contract Completion Time, the matter shall be subject to the disputes procedure set out in Article 30.

22.9 The execution of a Change Order by the Contractor shall constitute conclusive evidence of the Contractor’s agreement to the ordered changes in the Work, the resulting Contract as thus amended, the Contract Sum and the time for performance by the Contractor. The Contractor, by executing the Change Order, waives and forever releases any claim against the Owner for additional time or compensation for matters relating to or arising out of or resulting from the Work included within or affected by the executed Change Order.

22.10 The Contractor shall notify and obtain the consent and approval of the Contractor’s Payment and Performance Bond sureties with reference to all Change Orders if such notice, consent or approval are required by the Owner, the Architect, the Contractor’s sureties or by law. The Contractor’s execution of the Change Order shall constitute the Contractor’s warranty to the Owner that the sureties have been notified of, and consent to, such Change Order and the sureties shall be conclusively deemed to have been notified of such Change Order and to have expressly consented thereto.

22.11 Minor Changes. The Architect may authorize minor changes in the Work which do not involve additional cost or extension of the Contract Completion Time, and which are not inconsistent with the intent of the Contract Documents. Such changes shall be effected by a Field Order issued by the Architect, which shall be binding on the Owner and Contractor. The Contractor shall carry out such orders promptly. However, if the Contractor claims that a Field Order involves additional


cost or a delay to completion of the Work, (s)he shall give the Architect written notice thereof within a reasonable time after receipt of the Field Order. Otherwise, (s)he shall be deemed to have waived any right to claim an adjustment to the Contract Sum or to the Contract Completion Time.

23. Key Checkout ProcedureKeys will be issued upon approval by Capital Construction and Project Administration or

Facilities Services. Unless prior approval is granted, all keys must be signed in and out daily. If prior approval is granted to keep a key for the duration of a project, the key must be returned at the end of the project. Master and series sub-master keys will only be provided if the scope of the project requires the key. Contractors are responsible for all the expenses created by lost or misused keys.

24. Site VisitAll Contractors, before submitting bids, shall visit and examine the site as necessary to

satisfy themselves as to the nature and scope of required work, including any and all dimensional measurements, and any difficulties attending the execution of the work as hereinafter specified and as indicated on the drawings. The submission of a bid will be construed as evidence that a visit and examination has been made. Later claims for labor, equipment, or materials required or difficulties encountered which could have been foreseen had such an examination been made, will not be recognized. No consideration will be given to any claim based on lack of knowledge of existing conditions.

25. MeasurementsEach Contractor shall be responsible for verification of all measurements and

dimensions at the site before ordering any materials or doing any work. No extra compensation shall be allowed due to difference in actual dimensions and measured dimensions. NOTE: DO NOT SCALE THE DRAWINGS. EKU will not be responsible for deviations in drawing measurements, even if listed on a drawing provided by EKU.

26 Labor and Materials 26.1 Unless otherwise stipulated, the Contractor shall provide and pay for all materials,

supervision, labor, water, tools, equipment, light, power, temporary heat, hoist, supplies, appliances, transportation, and other facilities and things necessary for the execution and completion of the Work. In the event the Owner elects to make available the electric power, at no cost, to the Contractor for construction purposes, it shall not be utilized as a means for temporary heat.

26.2 Contractor Warranty. The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will strictly conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor’s warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment.

26.3 If an “or equal” is submitted, other than a product specified within these contract documents, the Contractor shall submit general product data at the time of bid opening. These documents will not be accepted at a later date. Not submitting such shall indicate that all items bid are “as specified.”


26.4 Unless otherwise noted in the contract documents, EKU will not furnish any materials, labor, equipment or services to the Contractor for completion of the work.

26.5 Substitution-Materials and Equipment. Substitution of previously approved equipment and materials shall be considered only for the following reasons: 29.5.1 Unavailability of the material or equipment due to the conditions beyond

the control of the Contractor; 29.5.2 Inability of the supplier to meet Contract schedule; or 29.5.3 Technical and immaterial noncompliance to specifications.

26.6 Inclusion of a certain make or type of materials or equipment by the Contractor shall not obligate the Owner to accept such material or equipment if it does not meet the requirements of the plans and specifications. Substitutions not properly approved and authorized may be considered defective work. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials and equipment.

26.7 The Owner shall not and will not be responsible for accepting, unloading and/or storing any material delivered to the site.

27. IndemnificationThe Contractor shall indemnify and hold the Owner harmless from any and all claims,

liability, damage, loss, cost and expense of every type whatsoever, regardless of whether such liability, claim, damage, loss, cost or expense is caused in part by the Owner, including, without limitation, attorneys’ fees and expenses, in connection with the Contractor’s performance of this Contract, provided that such claims, liability, damage, loss, cost or expense is due to sickness, personal injury, disease or death, or to loss or destruction of tangible property (other than the Work itself), including loss of use resulting therefrom, to the extent caused by the Contractor, or anyone for whose acts the Contractor may be liable.

28. Insurance28.1 The Contractor is required to provide proof of insurance coverage prior to beginning

contracted work. Contractor must keep current certificates on file with owner until contract work is completed. Contractor must also provide copies of complete insurance policy of required insurance upon the Owner’s request.

28.2 Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by Contractor, its agents, representatives, employees or subcontractors.

28.3 Minimum Scope of Insurance: >Insurance Services Officer commercial general liability coverage (“occurance”

Form CG 0001, Ed. 10/93) >Insurance Services Office Form CA 0001 (Ed. 12/93) covering automobile

liability, Code 1 “any auto” >Workers’ compensation insurance as required by the Workers’ Compensation

Act (as contained in KRS Chapter 342) and employers liability insurance 28.4 Minimum Limits of Insurance:

>Refer to the instructions in the Purchasing Instructions to Bidders for thespecific project.

28.5 Other Insurance Provisions: The policies are to contain, or be endorsed to contain, the following provisions: >Commercial General Liability and Automobile Liability Coverages

Owner, its officers and employees are to be covered as insureds as respects: liability arising out of activities performed by or on behalf


of the Contractor; general supervision of the work by Owner; products and completed operations of the Contractor; premises owned, occupied or used by the Contractor, or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to Owner, its officers or employees.

The Contractor’s insurance coverage shall be primary insurance as respects Owner, its officers and employees. Any insurance of self-insurance maintained by Owner shall be excess of the Contractor’s insurance and shall not contribute to it.

Any failure to comply with reporting provisions of the policies shall not affect coverage provided to Owner, its officers or employees.

The Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the insurer’s liability.

>All Coverages. Each insurance policy required by this clause shall be endorsedto state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to Owner.

28.6 Acceptability of Insurers Insurance. Insurance is to be placed with insurers with an A.M. Best’s rating of no less than A VII, authorized to write insurance in the Commonwealth of Kentucky.

28.7 Verification of Coverage. The Contractor shall furnish the Owner with certificates evidencing the required insurance coverage prior to commencing work. Contractor shall keep up-to-date copies of such certificates on file with Owner until work is completed. Owner may require Contractor to submit policy endorsements or complete policy copies of the required insurance.

28.8 Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

28.9 The Contractor shall provide all Risks Insurance in an amount of not less than one hundred percent (100%) of the insurable value of all the work. The coverage, is to be written on CP 00 20 06 95 or equivalent acceptable to the University. All coinsurance clauses in the Risks Insurance policy will be waived. All rights of subrogation against the Owner (i.e. the University) will be waived by the insurer. Such insurance shall be for the benefit of the Contractor, Owner and any Subcontractor engaged on this project, as the Owner shall find their respective interest may appear. The Risks Insurance must be dated and in force on the date indicated in the Contract to begin work.

28.10 The insurance coverage required by the Contract Documents shall be in compliance with the laws of the Commonwealth of Kentucky and shall be placed with a licensed resident or non-resident agent who represents insurance companies authorized to do business in Kentucky.

28.11 The Certificate of Insurance or Certificates of Insurance will have the following endorsements as an attachment to the Certificate or Certificate’s: 28.11.1 Eastern Kentucky University, Division of Capital Construction and Project

Administration will be named as an additional insured. 28.11.2 The policy is primary coverage and any insurance or self-insurance

maintained by the University shall be excess.


28.11.3 Any failure of the named insured to comply with the reporting provisions of the policy shall not affect coverage provided to the University, its officers or employees.

28.11.4 All Coverages. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to Owner.

29. Performance and Payment Bonds29.1 The Contractor shall furnish separate performance and payment bonds to the

Owner. The Contractor shall furnish a performance bond satisfactory to the Owner in an amount equal to one hundred percent (100%) of the Contract Sum as security for the faithful performance of the Contract. The Contractor shall also furnish a payment bond satisfactory to the Owner in an amount equal to one hundred percent (100%) of the Contract Sum for the protection of all persons performing labor or furnishing materials, equipment or supplies for the Contractor or his/her Subcontractor for the performance of the Work provided for in the Contract, including security for payment of all unemployment contributions which become due and payable under Kentucky Unemployment Insurance Law.

29.2 Each bond furnished by the Contractor shall incorporate by reference the terms of the Contract as fully as though they were set forth verbatim in such bonds. In the event the Contract Sum is adjusted by Change Order executed by the Contractor, the penal sum of both the performance bond and the payment bond shall be deemed increased by like amount.

29.3 The performance and payment bonds shall be executed by a surety company authorized to do business in this Commonwealth, and the contract instrument of bonds must be countersigned by a duly appointed and licensed resident agent.

30. Claims by the Contractor/Concealed Conditions/Disputes30.1Claims by the Contractor against the Owner are subject to the following:

30.1.1 All Contractor claims against the Owner shall be initiated by a written claim submitted to the Owner and the Architect. Such claim shall be filed with the Owner and the Architect no later than seven (7) calendar days after the event, or the first appearance of the circumstances, causing the claim, and same shall set forth in detail all known facts and circumstances supporting the claim;

30.1.2 The Contractor and the Owner shall continue their performance regardless of the existence of any claims submitted by the Contractor.

30.1.3 In the event the Contractor discovers previously concealed and unknown site conditions which differ materially from those indicated in the Contract Documents, or unknown site conditions which are materially at variance from those typically and ordinarily encountered in the general geographical location of the Project, the Contract Sum shall be modified, either upward or downward, upon the written claim made by either party within seven (7) calendar days after the first appearance to such party of the circumstances. As a condition precedent to the Owner having any liability to the Contractor due to concealed and unknown conditions, the Contractor must give the Owner and the Architect written notice of, and an opportunity to observe, such condition prior to disturbing it. The failure by the Contractor to give the written notice and make the claim as provided by this paragraph shall constitute a waiver by the Contractor of


any rights arising out of or relating to such concealed and unknown condition;

30.1.4 In the event the Contractor seeks to make a claim for an increase in the Contract Sum, as a condition precedent to any liability of the Owner therefor, the Contractor shall strictly comply with the requirements of the first paragraph of this Article and such claim shall be made by the Contractor before proceeding to execute any additional or changed Work. Failure of the condition precedent to occur shall constitute a waiver by the Contractor of any claim for additional compensation;

30.1.5 In connection with any claim by the Contractor against the Owner for compensation in excess of the Contract Sum, any liability of the Owner for the Contractor’s cost shall be strictly limited to direct cost incurred by the Contractor and shall in no event include indirect cost or consequential damages of the Contractor.

30.1.6 The Owner shall not be liable to the Contractor for claims of third-parties including subcontractors, unless and until liability of the Contractor has been established therefor in a court of competent jurisdiction;

30.2 In the event the Contractor should be delayed in performing any task which at the time of the delay is then critical, or which during the delay becomes critical, as the sole result of any act or omission by the Owner or someone acting in the Owner’s behalf, or by Owner-authorized Change Orders, unusually bad weather not reasonably anticipatable, fire or other Acts of God, the date for achieving Substantial Completion, or, as applicable, final completion, shall be appropriately adjusted by the Owner upon the written claim of the Contractor to the Owner and the Architect. An extension of time shall not mean that the Contractor is entitled to additional compensation. A task is critical within the meaning of this paragraph if, and only if, said task is on the critical path of the Project schedule so that a delay in performing such task will delay the ultimate completion of the Project. Any claim for an extension of time by the Contractor shall strictly comply with the requirements of the first paragraph of this Article above. If the Contractor fails to make such claim as required in this paragraph, any claim for an extension of time shall be waived.

30.3 All claims under this Contract shall be made in accordance with KRS 45A.225 to 45A.290. The provisions of these statutes do not toll the running of the Statute of Limitations set forth in KRS 45A.260. Any suit pursuant to KRS 45A.245 shall be commenced within one (1) year of the Substantial Completion Date specified in the Contract. If the Contractor does not commence suit within one (1) year of the date specified in the Contract, the Contractor shall be foreclosed from proceeding in court pursuant to KRS 45A.245.

30.4 The Owner and Contractor agree that any suit, action or proceeding with respect to this Contract may only be brought in or entered by the courts of the Commonwealth of Kentucky situated in Frankfort, Franklin County, Kentucky, or the United States District Court for the Eastern District of Kentucky, Frankfort Division, and the parties hereby submit to the non-exclusive jurisdiction of such courts for the purpose of any such suit, action, proceeding or judgment and waive any other preferential jurisdiction by reason of domicile or location. The parties hereby agree that any such legal action shall be tried by the court sitting without a jury. The parties hereby irrevocably waive any objection that they may now or hereafter have to the laying of venue of any suit, action or proceeding arising out of or related to this Contract brought in the courts of the Commonwealth of Kentucky situated in Frankfort, Franklin County, Kentucky, or


the United States District Court for the Eastern District of Kentucky, Frankfort Division, and also hereby irrevocably waive any claim that any such suit, action or proceeding brought in any one of the above-described courts has been brought in an inconvenient forum.

31. Liens31.1 The filing and perfection of liens for labor, materials, supplies and rental equipment

supplied on the work are governed by KRS 376.195 to 376.260. 31.2 The lien shall attach only to any unpaid balance or retainage due the Contractor for

the improvement from the time a copy of statement of lien, attested by the County Clerk, is delivered to the Owner, pursuant to the provisions of KRS 376.240. Statements of lien shall be filed with the Madison County Clerk and action to enforce the same must be instituted in the Madison Circuit Court, Richmond, Kentucky, pursuant to KRS 376.250(2).

32. AssignmentsNeither party to the Contract shall assign the Contract, or any portion thereof without the

written consent of the other, nor shall the Contractor assign any monies due or to become due to him/her hereunder without notification to the Owner. Notification of Assignments, shall be given in accordance with the procedures and regulations of Eastern Kentucky University.

33. Separate Contracts33.1 Owner’s Right to Perform Construction and to Award Separate Contracts. The

Owner reserves the right to let other contracts in connection with the Project or to perform Work with its own forces. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their Work and shall properly connect and coordinate his/her Work with theirs.

33.2 If any part of the Contractor’s Work depends for proper execution or results upon the Work of any other contractor, the Contractor shall promptly report to the Architect any observed defects in such Work that render it unsuitable for proper execution or connection. His/her failure to inspect and report shall constitute an acceptance of the other contractor’s Work as fit and proper for the reception of his/her Work, except as to defects which may develop in the other contractor’s Work after the execution of his/her Work.

33.3 Whenever Work being done by the Owner’s forces or by other contractors is contiguous to Work covered by this Contract, the respective rights of the various interests involved shall be established by the Architect to secure the completion of the various portions of the Work in general harmony.

33.4 Mutual Responsibility of Contractors. Should the Contractor cause damage to any separate contractor on the Work, the Contractor agrees, upon due notice, to settle with such contractor if (s)he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend such proceedings at the Contractor’s expense and if any judgment against the Owner arises therefrom, the Contractor shall pay or satisfy it and pay all costs incurred by the Owner.

34. Cash AllowancesThe Contractor shall have included in the Contract Sum all allowances stated in the

Contract Documents and shall cause the Work so designated to be done as the Owner may direct. If the actual price for purchasing the “allowed material” is more or less than the “cash allowance,” the Contract Sum shall be adjusted accordingly. The adjustment in Contract Sum shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any


other incidental expenses. The cost of installation of the “allowed materials” shall be included in the applicable sections of the Contract specifications covering this Work.

35. Schedules35.1 The Contractor, within fifteen (15) days of the Date of Commencement shall

prepare and submit for the Owner and Architect’s approval a construction schedule for completing the Work. The schedule shall indicate the starting and completion dates of the various stages of the Work, shall not exceed time limits established by the Contract Documents for the various stages of Work, shall be updated monthly and furnished to the Owner and Architect, shall be related to the Work of any other contractors on the Project to the extent required by the circumstances, and shall provide for expeditious and practicable execution of the Work. The original schedule shall be accompanied by a proposed schedule of values as described in Article 39.1. The Contractor shall promptly notify the Architect and Owner if the Contractor is materially ahead of, or behind the updated construction schedule. Failure to so notify the Architect and Owner shall relieve the Owner from liability for damages caused by delay or impact. Strict compliance with the requirements of this paragraph shall be a condition precedent to payment to the Contractor, and failure by the Contractor to strictly comply with said requirements shall constitute a material breach of the Contract.

35.2 For projects with a contract amount of $1,000,000 or greater, the schedule shall be in critical path method (CPM) format. The schedules shall include all activities necessary for performance of the work showing logic (sequences, dependencies, etc.) duration of each activity with the critical path highlighted. The schedules shall include, but not be limited to, submittal processing, fabrication and delivery of materials, construction, testing clean-up, work and/or materials to be provided by the Owner, dates and durations for major utility outages requiring coordination with the Owner and the Owner’s operations, and significant milestones related to the completion of the Project.

35.3 The Contractor acknowledges that all floats (including Total Float, Free Float, and Sequestered Float) are shared commodities available to the Project and are not for the exclusive benefit of any party; floats are expiring resources available to accommodate changes in the Work, however originated, or to mitigate the effect of events that may delay performance or completion of all or part of the Work.

36. Delays and Extensions of Time36.1 It is agreed that time is of the essence for each and every portion of the resulting

Contract and where under the Contract an additional time is allowed for the completion of any Work, the new time limit fixed by such extension shall be of the essence of the Contract. Provided, that the Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the Work is due to: 36.1.1 any preference, priority, or allocation order duly issued by the government; 36.1.2 unforeseeable cause beyond the control and without the fault or

negligence of the Contractor, including, but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and unusually severe weather; or

36.1.3 any delays of Subcontractors or suppliers occasioned by any of the causes specified in subsections 36.1.1 and 36.1.2 of this Article.


36.2 The Contractor shall, within fifteen (15) calendar days of the occurrence of the event, notify the Architect in writing. The Architect shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter. Any change in the Contract Completion Time resulting from any such claim shall be incorporated in a Change Order. An extension of time shall not be construed as cause for extra compensation under the Contract. Extensions of time relating to concealed conditions as defined in Article 30 shall be governed by the provisions of that Article.

37. Shop Drawings; Submittals37.1 Schedule of Submittals. Prior to submission of the first application for payment

and in sufficient time to allow the Architect reasonable time for review, the Contractor shall submit to the Architect a schedule of submittals which shall be coordinated with the construction schedule. The Contractor shall keep the schedule of submittals current.

37.2 Submittals of Shop Drawings, Samples, etc.The Contractor shall review, approve, and submit Shop Drawings, samples, and product data in accordance with the approved schedule as herein detailed. The Contractor’s stamp of approval on any Shop Drawing or sample shall constitute a representation to Owner and Architect that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, or (s)he assumes full responsibility for doing so, and that (s)he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Work and the Contract Documents.

37.3 The Architect shall review and approve, with reasonable promptness, the Shop Drawings, or return for corrections as required. The review and approval shall be for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents. The approval of a separate item will not indicate approval of the assembly in which the item functions.

37.4 The Contractor shall make any corrections required by the Architect for compliance to the Contract and shall return the required number of corrected copies of Shop Drawings and resubmit new samples until approved. The Contractor shall direct specific attention, in writing, or on resubmitted Shop Drawings, to revisions other than the corrections called for by the Architect on previous submissions.

37.5 Where a Shop Drawing or sample submission is required by the specifications, no related work shall be commenced until the submission has been approved by the Architect. A copy of each approved Shop Drawing and each approved sample shall be kept in good order by the Contractor at the site and shall be available to the Architect.

37.6 The Architect’s approval of Shop Drawings or samples shall not relieve the Contractor from his/her responsibility for any deviations from the requirements of the Contract Documents unless the Contractor has in writing called the Architect’s attention to such deviation at the time of submission and the Architect has given written approval to the specific deviation, nor shall any approval by the Architect relieve the Contractor from responsibility for errors or omissions in the Shop Drawings.

37.7 The Contractor shall maintain a submittal log which shall include, at a minimum, the date of each submittal, the date of any resubmittal, the date of any approval or rejection, and the reason for any approval or rejection.

38. Supervision and Construction Procedures38.1 Supervision of the Work. The Contractor shall supervise and direct the Work,

using the Contractor’s best skill and attention so as to ensure expeditious,


workmanlike performance in accordance with the requirements of the Contract Documents. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures. (S)He shall be responsible for the acts and omissions of persons directly employed by him/her, as (s)he is for Subcontractors and others under Article 21. (S)He shall be responsible for coordinating all portions of the Work under the Contract unless the Contract Documents give other specific instructions concerning these matters.

38.2 Obligations to Follow Contract Requirements. The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents by the activities or duties of the Architect in the Architect’s administration of the Contract or by tests, inspections or approvals required or performed by persons other than the Contractor.

38.3 The Contractor shall not perform Work without adequate plans and specifications, or, as appropriate, approved Shop Drawings, or other submittals. If the Contractor performs Work knowing or believing it involves an error, inconsistency or omission without first providing written notice to the Architect and Owner, the Contractor shall be responsible for such Work and pay the cost of correcting same.

38.4 All work shall strictly conform to the requirements of the Contract Documents. 38.5 The Work shall be continually supervised, the Contractor bearing full responsibility

for any and all acts or omissions of those engaged in the Work on behalf of the Contractor.

38.6 The Contractor shall at all times enforce strict discipline and good order among his/her employees and Subcontractors and shall not employ in the Work any person not skilled in the Work assigned to him/her.

38.7 The Contractor shall employ and maintain at the Project site only competent supervisory personnel.

38.8 The Contractor shall have a continuing duty to read, examine, review, compare and contrast each of the Contract Documents, Shop Drawings, and other submittals and shall give written notice to the Owner and the Architect of any potential conflict, ambiguity, error or omission which the Contractor may find with respect to these documents and their adequacy and sufficiency for construction as required by the Contract before proceeding with the affected Work. The express or implied approval by the Owner or the Architect of any Shop Drawings or other submittals shall not relieve the Contractor of the continuing duties imposed hereby, nor shall any such approval be evidence of the Contractor’s compliance with the resulting Contract. The Owner has relied upon the Architect to prepare documents for the Project, including the plans and specifications for the Project, which are accurate, adequate, consistent, coordinated and sufficient for construction, and in issuing the Contract to the Contractor, the Owner’s established legal duties to the Contractor notwithstanding, the Owner has relied upon the Architect’s professional expertise in fulfilling its legal duty to the Owner in addition to the Contractor’s full and good faith compliance with its duties set forth above.

38.9 Superintendent. The Contractor shall employ a qualified, competent superintendent and any necessary assistants who shall be in attendance at the Project site during performance of the Work. The University reserves the right to approve the Superintendent selected by the Contractor. The superintendent shall have full authority to act in behalf of the Contractor and all instructions given to the superintendent shall be considered as given to the Contractor. It shall be the


responsibility of the Contractor’s superintendent to coordinate the work of all the Subcontractors. The superintendent shall not be changed except under the following circumstances: 38.9.1 where the superintendent proves to be unsatisfactory to the Contractor or

ceases to be in his/her employ, in which case the Contractor shall give timely prior written notice to the Owner of the impending change in superintendent and a reasonable explanation for the change; or

38.9.2 where the Owner has reasonable grounds for dissatisfaction with the performance of the superintendent and gives written notice to the Contractor of these grounds. The Contractor, upon receiving such written notice, shall replace the existing superintendent with a successor, to whom the Owner has no objection.

39. Payment The Owner shall make payments, less retainage, to the Contractor on the amount of the

Work performed or materials furnished for the Work in accordance with the following procedures:

39.1 Schedule of Values. At the same time it submits a construction schedule, within fifteen (15) days of the Date of Commencement, as provided in Article 35, the Contractor shall submit a Schedule of Values apportioning the Contract Sum among the different elements of the Project for purposes of periodic and final payment, prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. The Contractor shall not imbalance its Schedule of Values, nor artificially inflate any element thereof. The violation of this provision by the Contractor shall constitute a material breach of the Contract. Upon written approval by the Architect and the Owner, the Schedule of Values and construction schedule shall become the basis for the Contractor’s Payment Requests during construction.

39.2 Application for Progress Payment. Not more often than once a month, the Contractor shall submit to the Architect a signed application for payment (sometimes referred to as Payment Request), for the Work completed as of the date of the application and accompanied by such data and schedules as the Architect may reasonably require. Therein, the Contractor may request payment less retainage for that part of the Contract Sum allocable to Contract requirements properly provided, labor, materials and equipment properly incorporated in the Project. If payment is requested on the basis of materials and equipment not incorporated in the Project, but delivered and suitably stored at the Project site or at another location agreed to in writing by the Owner, the application for payments shall also be accompanied by such data, satisfactory to Owner, as will establish the Owner’s title to the material and equipment and protect his/her interest therein, including written documentation of full insurance against loss or damage and the bonding of the storage sites. Storage sites must be bonded. Each subsequent application for payment shall include an affidavit of the Contractor stating that all previous progress payments received on account of the Work have been applied to discharge in full all of the Contractor’s obligations reflected in prior applications for payment. Each Payment Request shall be signed by the Contractor and shall constitute the Contractor’s representation that the quantity of Work has reach the level for which payment is requested, that the Work has been properly installed or performed in strict compliance with this


Contract, and that the Contractor knows of no reason why payment should not be made as requested.

39.3 Approval of Payments. The Architect shall review the application for payment and shall review the Work at the project site or elsewhere to determine whether the quantity and quality of the Work is as represented in the application for payment and is as required by this Contract. The Architect shall, within ten (10) business days after receipt of each application for payment, approve in writing the amount which, in the opinion of the Architect, is properly owing to the Contractor. The Owner shall make payment to the Contractor within twenty (20) business days following the Architect’s written approval of each application for payment. A reasonable delay on the part of the Owner in making payment to the Contractor for any given payment shall not be a breach of contract. The amount of each such payment shall be the amount approved for payment by the Architect less such amounts, if any, otherwise owing by the Contractor to the Owner or which the Owner shall have the right to withhold as authorized by this Contract. The Architect’s approval of the Contractor’s application for payment shall not preclude the Owner from the exercise of any of its rights as set forth herein. The Contractor warrants and represents that, upon payment of the application for payment, title to all Work included in such payment shall be vested in the Owner.

39.4 Contractor’s Warranty of Title. The Contractor warrants and guarantees that title to all Work, materials and equipment covered by any application for payment, whether incorporated in the project or not, will pass to Owner at the time of payment free and clear of all encumbrance.

39.5 Retainage Reduction. Until fifty percent (50%) of the construction work has been completed in accordance with the contract, the Owner may withhold no more than ten percent (10%) retainage from the amount of any undisputed payment due, and retainage held after fifty-one percent (51%) of the construction project has been completed shall not be more than five percent (5%) of the total contract amount.

39.6 Completion, Acceptance, and Final Payment. Upon certification by the Architect of Substantial Completion of the Work, the Contractor shall continue to make normal pay requests as defined within this document. Within thirty (30) days after substantial completion, the Owner shall release the retainage less an amount equal to two hundred percent (200%) of the Owner’s reasonably estimated cost of the balance of any contractor’s contractually obligated, yet uncompleted, work remaining.

39.7 Final payment, shall be made by the Owner to the Contractor when the Contract has been fully performed by the Contractor in accordance with the Contract Documents and a final Certificate of Payment is issued by the Architect. Such final payment shall be made by the Owner not more than thirty (30) business days after the issuance of the final Certificate of Payment. The Contractor shall submit with the application for final payment an affidavit that all payrolls, bills for materials, supplies and equipment, and other indebtedness connected with the Work have been paid or otherwise satisfied, along with such supporting evidence of payment as the Architect requires. Final payment is conditioned on satisfactory compliance with this requirement.

39.8 Waiver of Claims. The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: >unsettled liens;>faulty or defective Work appearing after Substantial Completion;


>failure of the Work to comply with the requirements of the Contract Documents;or

>terms of any special warranties required by the Contract Documents.39.9 The acceptance of final payment by the Contractor shall constitute a waiver of all

claims except those previously made in writing and identified by the Contractor as unsettled at the time of the final application for payment

39.10 Contractor’s Payment to Subcontractors. When payment is received from the Owner, the Contractor shall immediately pay all Subcontractors, materialmen, laborers, and suppliers the amounts they are due for the Work covered by such payment. In the event the Owner becomes informed that the Contractor has not paid a Subcontractor, materialman, laborer, or supplier as provided herein, the Owner shall have the right, but not the duty, to issue future checks and payment to the Contractor of amounts otherwise due hereunder naming the Contractor and any such Subcontractor, materialman, laborer, or supplier as joint payees. Such joint check procedure, if employed by the Owner, shall create no rights in favor of any person or entity beyond the right of the named payees to payment of the check and shall not be deemed to commit the Owner to repeat the procedure in the future. The Contractor shall, by an appropriate agreement with each Subcontractor, require each Subcontractor to make payment to his/her subcontractors in similar manner.

39.11 The Architect may, on request, furnish to any Subcontractor information regarding the percentage of completion of the amounts applied for by the Contractor and the action thereon by the Architect.

39.12 Neither the Owner nor the Architect shall have any obligation to make payment to any Subcontractor except as may otherwise be required by law.

39.13 Owner’s Rights Relating to Payments. Neither payment to the Contractor, utilization of the project for any purpose by the Owner, nor any act or omission by the Owner shall be interpreted or construed as an acceptance of any Work of the Contractor not strictly in compliance with this Contract.

39.14 The Owner shall have the right to refuse to make payment and, if necessary, may demand the return of a portion of all of the amount previously paid to the Contractor due to: >The quality of a portion, or all, of the Contractor’s Work not being in accordance

with the requirements of this Contract; >The quantity of the Contractor’s Work not being as represented in the

Contractor’s Payment Request, or otherwise; >Claims made, or likely to be made, against the Owner;>Loss caused by the Contractor;>The Contractor’s failure or refusal to perform any of its obligations to the owner.

39.15 In the event that the Owner makes written demand upon the Contractor for amounts previously paid by the Owner as contemplated in the Paragraph, the Contractor must promptly comply with such demand.

40. Quality of Work40.1 Workmen or supervisors judged by EKU to be incapable of performing their trade in

a manner commensurate with quality of workmanship required by these specifications and accompanying drawings shall be immediately removed from this project when directed by EKU. Work that is not satisfactorily installed shall be removed and replaced at contractor’s expense.

40.2 The Architect shall approve, or respond otherwise as necessary concerning shop drawings or other submittals received from the Contractor. The Architect shall be authorized to refuse to accept work which is defective or otherwise fails to


comply with the requirements of the Contract. If the Architect deems it appropriate, the Architect shall be authorized to call for extra inspection or testing of the Work for compliance with requirements of the Contract. The Architect shall review the Contractor’s Payment Requests and shall approve in writing those amounts which, in the opinion of the Architect, are properly owing to the Contractor as provided in the Contract. The Architect shall perform those inspections required by the Owner.

40.3 Materials determined by the Owner to be defective or unsuitable and not in conformance with the contract documents shall immediately be removed from the project site. Work shall cease immediately once a conflict arises. The contractor will be responsible to make corrections that are in conformance with the contract documents. Any deviations from the contract document must be approved in writing by the Owner prior to installation.

41. Code Compliance (if applicable)The following codes and/or Standards, but not limited to, are to be adhered to during this

project. Contractor shall comply with all codes to local jurisdiction. >Kentucky Building Code>National Electrical code>Occupational Safety and Health Administration>Environmental Protection Agency>State fire Marshals Code>National Fire Protection Association>Underwriters Laboratories

42. Inspection, Tests, Permits, and License Fees42.1 Inspection fees by other agencies and responsibility for payment should be

discussed prior to bid submission. If prior arrangements are not made, the contractor will be held accountable for all fees.

42.2 Tests of the materials, products, and equipment in place, required by the Owner or Architect, to prove quality standards shall be paid by the Contractor. If the results of testing indicate that construction is not in compliance with contract documents, the Contractor is responsible for the cost of any additional tests of materials, products, or equipment. The Contractor shall give timely notice of readiness of the work for all inspections, tests, or approvals.

42.3 Regulatory agencies of the government having jurisdiction may require any work to be inspected, tested, or approved. The Contractor shall assume full responsibility therefore, including related costs, unless otherwise noted in the contract. The Contractor shall provide the Owner and Architect the required certifications of inspection, testing, or approval.

42.4 Any delays by governmental agencies in obtaining permits, notices, required regulatory tests, and inspections that are not at the fault of either of the parties shall be shared by the Contractor and the Owner with appropriate time extensions. Liquidated damages and Contractor compensation for such delays or impact are not applicable and shall not be payable.

42.5 Building, sewer, and water permits and similar kinds of permits required by local ordinances shall be obtained by the Contractor. The Contractor is responsible for the payment of any fees associated with these permits.

42.6 The contractor shall pay all royalties and license fees that may be required to complete a project. The contractor is also responsible to defend all claims or suits for the infringement of any patent rights, and shall save the Owner harmless from loss on account thereof.


43. Correction of Work43.1 Prior to the final payment, the Contractor shall promptly correct work which is

rejected by the Owner or Architect as failing to conform to the requirements of the Contract Documents. Such correction shall be required regardless of whether or not the nonconformities are observed before or after Substantial Completion, or whether or not the Work has been fully fabricated.

43.2 After the final payment is received, the Contractor is still responsible for correcting any work that fails to conform to the requirements of the contract documents. If within one year after the date of Substantial Completion of the work, or after the date for commencement of warranties, or by terms of an applicable special warranty required by the contract documents, any of the Work is found to be not in accordance with the requirements of the contract documents, the Contractor shall correct is promptly after receipt of written notice from the owner to do so unless the owner has previously given the contractor a written acceptance of such condition. This period of one year shall be extended with respect to portions of work first performed after substantial completion by the period of time between substantial completion and the actual performance of the work.

43.3 In addition to correcting all nonconforming work and removing all nonconforming work or materials from the jobsite, the Contractor is responsible for all other costs of bringing the affected work into compliance with the contract documents. This includes costs of any additional required testing or inspection services, Architect’s or Engineer’s services, and any resulting damages to property.

43.4 Even after the Contractor is no longer specifically obligated to perform corrective work itself, the Contractor shall still be held liable for nonconforming work and for other breaches of his/her obligations under the contract documents.

43.5 If the Contractor fails to correct the nonconforming work within a reasonable time, the Owner may take the appropriate step to correct the work itself. If within ten (10) days after receiving written notice to correct a nonconformity, the Contractorhas not made suitable arrangements, the Owner may proceed to correct thenonconforming work. In such cases a Change Order shall be issued by theOwner with the approval of the Architect/Engineer with a reasonable deductionfrom the contract sum due to the need to correct nonconforming work. Theamount difference of the Change Order will be deducted from the remainingpayments to the Contractor.

43.6 If the Owner deems it impractical to correct work which is not in accordance to the requirements in the contract documents, a Change Order shall be issued by the Owner with the approval of the Architect/Engineer with a reasonable deduction from the contract sum due to the incorrect work. The amount of the Change Order will be deducted from the remaining payments to the Contractor.

43.7 Ongoing liability of Contractor for defective work. The foregoing provisions establishing the specific obligation of the Contractor to perform corrective work do not establish a period of limitations on other obligations of the Contractor under the contract documents.

44. Suspension of Work44.1 Suspension by the Owner. The Owner shall have the right at any time to direct

the contractor to suspend its performance, or any portion thereof for a period of not more than thirty (30) calendar days. The notice of suspension shall be in writing and shall set forth the reason for the suspension. The written notice shall fix the approximate date on which Work is contemplated to be resumed. The Owner shall pay the Contractor as full compensation for such suspension the Contractor’s Direct Job Expenses.


44.2 Other Suspension. In the event the Owner should be prevented or enjoined by court order from proceeding with the Work or from authorizing its prosecution, either before or after the award, for a period up to ninety (90) days, the delay shall not constitute cause for termination by the Contractor and the Contractor shall not be entitled to make or assert claim for damage by reason of said delay, but time for completion of Work shall be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay. Such determination shall be set forth in a Change Order shall be final and binding upon both parties, and shall not require the signature of the Contractor to be in effect.

44.3 The Owner shall pay the Contractor as full compensation for such suspension the Contractor’s reasonable costs actually incurred and paid as follows: 44.3.1 Demobilization and remobilization, including such costs paid to

subcontractors; 44.3.2 Preserving and protecting work in place; 44.3.3 Storage of materials or equipment purchased for the Project, including

insurance thereon; 44.3.4 Performing in a later, or during a longer, time frame than contemplated by

this contract. 44.4 Suspension by the Contractor. If, through no act or fault of the Contractor, the

Work is suspended for a period of more than thirty (30) days by the Owner, or more than ninety (90) days under an Order of the Court or other public authority, then the Contractor may, after ten (10) days from delivery of a written notice to the Owner and the Architect, terminate the Contract and recover from the Owner payment for all Work executed and reasonable expenses sustained. If the Architect has failed to act on a request for payment within thirty (30) days of submission or if the Owner has failed to make any payment within forty-five (45) working days or receipt of an approval application for payment, the Contractor may, upon ten (10) days written notice to the owner and the Architect stop the work until (s)he has been paid all amounts due. In this incidence and upon resumption of the work, a Change Order shall be issued adjusting the contract price or extending the contract completion time, or both to compensate the costs and delays attributable to stopping the work. Any such compensation is subject to the provisions, conditions and limitations outlined in Article 30.

45. Termination45.1 Termination of Contract for Convenience of Owner. The Owner, for any reason

whatsoever, may terminate the Contract for its own convenience when it determines that such termination will be in the best interest of the University. The Owner shall give written notice of such termination to the Contractor specifying when termination becomes effective. The Contractor shall incur no further obligations in connection with the Work and the Contractor shall stop Work when such termination becomes effective. The Contractor shall also terminate outstanding orders and subcontracts. The Contractor shall settle the liabilities and claims arising out of the termination of Subcontracts and orders. The Owner may direct the Contractor to assign the Contractor’s right, title and interest under termination orders or subcontracts to the Owner or its designee. The Contractor shall transfer title and deliver to the Owner such completed or partially completed Work and materials, equipment, parts, fixtures, information and Contract rights as the Contractor has. The University shall negotiate a fair and just settlement with the Contractor in accordance with 200 KAR 5:312 Section 2. In such event, the following procedure shall be required:


45.1.1 The Contractor shall submit a termination claim to the Owner and the Architect specifying the amounts due because of the termination for convenience together with costs, pricing or other data required by the Owner or the Architect. If the Contractor fails to file a termination claim within one (1) year from the effective date of termination, the Owner shall pay the Contractor, an amount derived in accordance with paragraph (45.1.3) below;

45.1.2 The Owner and the Contractor may agree to the compensation, if any, due to the Contractor hereunder pursuant to 200 KAR 5:312 Section 2;

45.1.3 Absent agreement to the amount due to the Contractor, the Owner shall pay the Contractor the following amounts: 45.1.3.1 Contract prices for labor, materials, equipment and other

services accepted under this Contract; 45.1.3.2 Reasonable costs incurred in preparing to perform and in

performing the terminated portion of the Work and in terminating the Contractor’s performance, plus a fair and reasonable allowance for direct jobsite overhead and profit thereon (such profit shall not include anticipated profit or consequential damages); provided however, that if it appears that the Contractor would have not profited or would have sustained a loss if the entire Contract would have been completed, no profit shall be allowed or included and the amount of compensation shall be reduced to reflect the anticipated rate of loss, if any;

45.1.3.3 Reasonable costs of settling and paying claims arising out of the termination of subcontracts or orders pursuant to the initial Paragraph of 45.1. These costs shall not include amounts paid in accordance with other provisions hereof. The total sum to be paid the Contractor under 45.1 shall not exceed the total Contract Sum, as properly adjusted, reduced by the amount of payments otherwise made, and shall in no event include duplication of payment.

45.2Termination of Contract for Cause If the Contractor should be adjudged as bankrupt, or if (s)he should make a general assignment for the benefit of his/her creditors, or if a receiver should be appointed on account of his/her insolvency or, if the Contractor does not perform the Work, or any part thereof, in a timely manner, supply adequate labor, supervisory personnel or proper equipment or materials, or if it fails to timely discharge its obligations for labor, equipment and materials, or proceeds to disobey applicable law, or otherwise commits a violation of a material provision of the resulting Contract, then the Owner, in addition to any other rights it may have against the Contractor or others, may terminate the performance of the Contractor upon ten (10) days written notice by registered mail of declaration of default and assume possession of the Project site and of all materials and equipment at the site and may complete the Work. In such case, the Contractor shall not be paid further until the Work is complete. After final completion has been achieved, if any portion of the Contract Sum, as it may be modified hereunder, remains after the cost to the Owner of completing the Work, including all costs and expenses of every nature incurred, has been deducted by the Owner, such remainder shall belong to the Contractor. Otherwise, the Contractor shall pay and make whole the Owner for such cost. This obligation for payment shall survive the termination of the Contract. In the event the employment of the Contractor is terminated by the Owner for cause


pursuant to this Paragraph 45.2 and it is subsequently determined by a Court of competent jurisdiction that such termination was without cause, such termination shall thereupon be deemed a Termination for Convenience under Paragraph 45.1, and the provisions of Paragraph 45.1 shall apply.

46. Project Completion and Record Drawings46.1 Commencement and Completion of Work The Contractor shall begin the Work

on the Date of Commencement as specified in the Contract issued by the Owner. (S)He shall diligently and expeditiously continue the performance of the Contractto and until Substantial Completion and Final Completion of the Project. TheContractor shall accomplish the Work in accordance with the constructionschedule so as to achieve Substantial Completion and Final Completion dates asdefined in the Contract Documents. All time limits stated in the ContractDocuments are the essence of the Contract.

46.2 Substantial Completion of the WorkThe Substantial Completion Date shall be that date certified by the Architect in accordance with the following procedures: 46.2.1 When the Contractor determines that Substantial Completion has been

achieved, the Contractor shall notify the Owner and the Architect in writing. The notification shall be accompanied by a Contractor prepared list of those items of Work still to be completed or corrected. The failure of the Contractor to include any item or items on such list not completed or needing correction shall not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.

46.2.2 The Architect shall, within a reasonable time after receipt of notification from the Contractor of Substantial Completion, make such inspection to confirm that the Work has achieved Substantial Completion.

46.2.3 Upon its confirmation that the Contractor’s work is substantially complete, the Architect shall prepare a Certificate of Substantial Completion which shall establish the Substantial Completion Date and the responsibilities between the Owner and Contractor for security, maintenance, heat, utilities and insurance, if not otherwise provided for in the Contract Documents, and a tentative list of items to be completed or corrected, within thirty (30) calendar days from the Substantial Completion Date. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of the responsibilities assigned to them in the certificate.

46.2.4 All Operation and Maintenance (O&M) manuals and warranties must be provided to the Owner before the Certificate of Substantial Completion can be awarded.

46.2.5 If, after making the inspection, the Architect fails to find that the Contractor’s Work has achieved Substantial Completion, (s)he will notify the Contractor in writing, giving the reasons therefore.

46.2.6 If the Architect through its inspection fails to find that the Contractor’s Work has achieved Substantial Completion and is required to repeat all, or any portion, of its, the Contractor shall bear the cost of such repeat inspections which cost may be deducted by the Owner from any payment then or thereafter due the Contractor.

46.2.7 The warranty on the entire project begins at Substantial Completion (upon warranty delivery and inspection) for all components of the project regardless of when the components (or systems, parts, pieces, equipment, etc.) were delivered or installed.


46.3 Final Completion of the Work. The Architect, upon receipt of written notice from the Contractor that the Work is finally complete and is ready for final inspection and acceptance, will promptly make such inspection and when (s)he finds the Work completed and acceptable under the Contract Documents and the Contract fully performed, (s)he will so notify the Contractor in writing and promptly issue a final Certificate of Payment to the Owner. If the Architect is unable to issue its final Certificate of Payment and is required to repeat its final inspection of the Project, the Contractor shall bear the cost of such repeat inspection(s), which costs may be deducted by the Owner from the Contractor’s final payment; When the Owner accepts and occupies a building, all operations, maintenance, utilities and insurance become the responsibility of the Owner.

46.4 Use of Substantially Complete Portions. The Owner may use or occupy a specified portion of the Work at any stage, provided that: 46.4.1 such use or occupancy is consented to by insurers and 46.4.2 it is authorized by public regulatory bodies having jurisdiction over the

Work; 46.4.3 prior to such use or occupation, the affected portion of the Work is jointly

inspected by the Owner, Contractor, and Architect to determine the precise stage of completion.

46.4.4 Such possession and use shall not be deemed an acceptance of any Work not completed in accordance with the Contract Documents.

46.5 The Contractor shall keep one copy of all Contract Documents, drawings, specifications and shop drawings on the site, in good condition, and a qualified representative of the Contractor and each Subcontractor shall record on these prints, from day to day as the Work progresses, all changes and deviations from the Contract Documents. This set will be delivered to EKU upon completion of the project. Approval of final payments will be contingent upon compliance with these provisions.

46.6 At the completion of work the contract area shall be complete, clean and free of all damage, dirt and other imperfections with all operable equipment functioning properly.

46.7 The Contractor shall remove all materials, temporary barriers, services, devices, or rubbish resulting from his/her work and leave the site clean to the satisfaction of EKU upon completion of the work and before final acceptance of the job can be made.

46.8 The Contractor shall submit all warranties and guarantees requested by this contract.

46.9 After all work is completed, EKU and in conjunction with manufacturer’s representative (if applicable) shall make a final inspection. Any work not up to standard shall be removed and replaced before final payment is made.

46.10 Project Records. All documents relating in any manner whatsoever to the Project, or any designated portion thereof, which are in the possession of the Contractor, or any Subcontractor of the Contractor, shall be made available to the Owner or the Architect for inspection and copying upon written request by the Owner. Furthermore, said documents shall be made available, upon request by the Owner, to any state, federal or other regulatory authority and any such authority may review, inspect and copy such records. Said records include, but are not limited to all drawings, plans, specifications, approved submittals, correspondence, minutes, memoranda, tape recordings, videos, or other writings or things which document the Project, its design, and its construction. Said records expressly include those documents reflecting the cost of construction to


the Contractor. The Contractor shall maintain and protect these documents for no less than ten (10) years after final completion of the Project, or for any longer period of time as may be required by law or good construction practice.

46.11 In no event is the Contractor permitted to use any portion of the contract documents for other projects without written authorization of Eastern Kentucky University.

47. Miscellaneous Provisions Regarding Contractor’s Work47.1 Project Site Limits The Contractor shall confine his/her apparatus, the storage of

materials, and the operations of his/her workmen to Project site limits indicated by the Contract Documents.

47.2 Points of Reference The Contractor shall carefully preserve bench marks, reference points and stakes, and in case of willful or careless destruction, (s)he shall be charged with the resulting expense of replacement and shall be responsible for any mistake that may be caused by their unnecessary loss or disturbance.

47.3 Cutting and Patching The Contractor shall be responsible for cutting, fitting or patching required to complete the Project or make its parts fit together in a proper manner. The Contractor shall not endanger other parts of the Project, including work by the Owner or other contractors as provided in Article 33, by cutting, patching, or excavation. The Contractor shall not cut or otherwise alter construction by the Owner or a separate contractor without written consent of the Owner or such separate contractor. Such consent shall not be unreasonably withheld.

47.4 Cleanup The Contractor shall at all times keep the Project premises and surrounding area free from the accumulation of waste materials or rubbish caused by his/her operations in connection with the Project. Upon completion of the Work, and prior to final inspection and acceptance, the Contractor shall remove all remaining waste materials, rubbish, Contractor’s construction equipment, tools, machinery, and surplus materials and leave the Project (including but not limited to glass, hardware, fixtures, masonry, tile and marble) in a clean and usable condition satisfactory to the Architect. Floors shall be cleaned and waxed in accordance with the requirements of the Contract specifications. If the Contractor fails to clean up as provided in the Contract Documents, the Owner may perform the cleaning tasks and charge the cost to the Contractor.

47.5 Guarantees, Warranties, and “As-Built” Drawings Prior to final payment for the Work, the Contractor shall assemble and present to the Architect all guarantees and warranties required by the Contract Documents. Additionally the Contractor shall provide “Record” Drawings prior to final payment.

47.6 Governing Law The Contract shall be governed by the laws of the Commonwealth of Kentucky.

47.7 Statutory Limitation Periods Statutes of Limitations are governed by KRS 45A.260(2).

47.8 Written Notice Written notice shall be deemed to have been given if delivered in person to the individual or to a member of the organization or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last known business address known to the notifying party.

48. Davis-Bacon Act (Applicaple to federally funded construction projects exceeding $2,000).48.1 Contractor agrees to pay wages to mechanics and laborers at a rate not less than

the prevailing wages specified in a wage determination made by the Secretary of Labor. Supplier agrees to pay wages and meet the other requirements as


specified by Davis-Bacon Act, as amended (40 U.S.C. 3141-3148) as supplemented by the Department of Labor regulations (29 CFR Part 5). Supplier acknowledges that the University affiliated entity’s decision to make a Contract with Supplier is conditioned upon the acceptance of the wage determination.

48.2 On covered contracts, the Trade Contractor shall post and keep posted in a conspicuous place or places at the site of the work, a copy or copies of prevailing rates of wages and the working hours as prescribed in the contract documents.

48.3 Any laborer, workman, or mechanic worked in excess of eight (8) hours per day for forty (40) hours per week, except in cases of emergency caused by fire, flood, or damage to life or property shall be paid not less than one and one half (1 1/2) times the basic hourly rate of pay as fixed by law for all overtime worked. The determination of when an emergency exists shall be made by the public authority letting the contract as provided for by law.

48.4 On covered contracts, the contractor shall keep full and accurate payroll records covering all disbursements of wages to their employees to whom they are required to pay not less that the federal prevailing rate of wages. Records shall indicate the hours worked each day by each employee in each classification of work and amount paid each employee for his/her work in each classification. Payroll records are to be maintained for one year after completion of the contract. These records are to be open for inspection and transcript by the US Secretary of Labor at any reasonable time. These records may also be audited upon request by the Owner.

49. Apprentices Apprentices (for all classifications of work) shall be permitted to work onlyunder an apprenticeship agreement approved by the Kentucky Supervisor of Apprenticeship and by the Kentucky Apprenticeship Council which is recognized by the Bureau of Apprenticeship and Training, U. S. Department of Labor.

50. Nondiscrimination in Employment During the performance of the Contract, the Contractoragrees as follows: 50.1 The Contractor shall not discriminate against any employee or applicant for

employment because of race, color, religion, sex, age, national origin, or disability in employment.

50.2 The Contractor will take affirmative action in regard to employment, upgrading, demotion, transfer, recruitment, recruitment advertising, layoff, termination, rates of pay or other forms of compensation, and selection for training, so as to ensure that applicants are employed and that employees during employment are treated without regard to their race, color, religion, sex, age, or national origin; however, when layoffs occur, employees shall be laid off according to seniority with the youngest employees being laid off first. When employees are recalled, this shall be done in the reverse way the employees were laid off;

50.3 The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, age, or national origin;

50.4 The Contractor will post notices in conspicuous places, available to employees and applicants for employment, setting forth the provisions of the nondiscrimination clauses required by this section;

50.5 The Contractor shall send to each labor union or representatives of workers with which (s)he has a collective bargaining agreement or other contract or understanding, a notice advising the labor union or workers’ representatives of the Contractor’s commitments under this section.


50.6 Failure to comply with the above nondiscrimination clause constitutes material breach of Contract.

51. Affirmative Action: Reporting Requirements The Contractor and Subcontractors areexempt from any affirmative action or reporting requirements, under the Kentucky Equal Employment Act of 1978, KRS 45.560 to 45.640 hereinafter referred to as The Act, if any of the following conditions are applicable: 51.1 The Contractor and Subcontractors are exempt from any affirmative action or

reporting requirements, under the Kentucky Equal Employment Act of 1978, KRS 45.560 to 45.640 hereinafter referred to as The Act, if any of the following conditions are applicable: 51.1.1 The Contract or Subcontract awarded is in the amount of five hundred

thousand dollars ($500,000) or less, and the amount of the contract is not a subterfuge to avoid compliance with the provisions of The Act; or

51.1.2 The Contractor or Subcontractor utilizes the services of fewer than eight (8) employees during the course of the Contract; or

51.1.3 The Contractor or Subcontractor employs only family members or relatives; or

51.1.4 The Contractor or Subcontractor employs only persons having a direct Ownership interest in the business and such interest in not a subterfuge to avoid compliance with the provisions of The Act.

51.2 The Contractor or Subcontractor not otherwise exempted shall for the duration of the Contract, hire minorities from within the drawing area to satisfy the agreed upon goals and timetables set out in addenda to the Contract. Should the union with which the Contractor has collective bargaining agreements be unwilling to provide sufficient minorities to satisfy the goals and timetables, the Contractor shall hire minorities from other sources within the drawing area to satisfy the goals and timetables in the addenda to the Contract.

51.3 The equal employment provisions of The Act may be met in part by the Contractor subcontracting to a minority contractor or subcontractor. A minority contractor or subcontractor shall be defined by the addenda to this Contract, or if none, by the Act.

51.4 Each Contractor shall, for the length of the Contract, furnish such information as required by The Act and by such rules, regulations and orders issued pursuant thereto and will permit access to all books and records pertaining to his/her employment practices and work sites by the contracting agency and the department for purposes of investigation to ascertain compliance with The Act and such rules, regulations and orders issued pursuant thereto.

51.5 If the Contractor is found to have committed an unlawful practice against a provision of The Act during the course of performing under this Contract, (if covered by The Act), the Owner may cancel or terminate the Contract, conditioned upon a program for future compliance approved by the Owner. The Owner may also declare such Contractor ineligible to bid on further contracts until such time as the Contractor complies in full with the requirements of The Act.

51.6 The Contractor shall not be required to terminate an existing employee, upon proof that employee was employed prior to the date of the Contract nor hire anyone who fails to demonstrate the minimum skills required to perform a particular job.

52. Access to RecordsThe contractor, as defined in KRS 45A.030(7), agrees that EKU, the Finance and

Administration Cabinet, the Auditor of Public Accounts, and the Legislative Research Commission, or their duly authorized representatives, shall have


access to any books, documents, papers, records, or other evidence, which are directly pertinent to this contract for the purpose of financial audit or program review. Furthermore, any books, documents, papers, records, or other evidence provided to the EKU, the Finance and Administration Cabinet, the Auditor of Public Accounts, or the Legislative Research Commission which are directly pertinent to the contract shall be subject to public disclosure regardless of the proprietary nature of the information, unless specific information is identified and exempted and agreed to by the Secretary of the Finance and Administration Cabinet as meeting the provisions of KRS 61.878(1)(c) prior to the execution of the contract. The Secretary of the Finance and Administration Cabinet shall not restrict the public release of any information which would otherwise be subject to public release if a state government agency was providing the service (22 Ky.R. 1510; eff. 5-16-96.).

53. Campus MapFor a digital copy of our updated map see http://parking.eku.edu/.

http://parking.eku.edu/

Bid Number: EKU 103-19

Project: Kit Carson Water Line

Project Specifications

EKU Kit Carson Drive Water Line May, 2019

TABLE OF CONTENTS

Division 1 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

Section 010100 Special Conditions

Division 22 PLUMBING REQUIREMENTS

Section 221113 Underground Water Distribution Piping

Division 31 EARTHWORK

Section 311100 Storm Water Pollution Prevention Plan (SWPPP)

Section 312000 Earth Moving

Section 312300 Excavation and Fill

Section 312500 Erosion and Sedimentation Controls

Division 32 EXTERIOR IMPROVEMENTS

Section 321217 Asphalt Paving

Section 321313 Concrete Paving

END OF TABLE OF CONTENTS


SPECIAL CONDITIONS 010100-1

DIVISION 1

SECTION 010100 – SPECIAL CONDITIONS

1. GENERAL

Where any Article of the General Conditions is supplemented by these Special

Conditions, the Article shall remain in effect and the supplement shall be added thereto.

2. CONTRACT DOCUMENTS

These specifications and the drawings accompanying them describe the work to be done

and the materials to be furnished for the construction of:

EKU KIT CARSON DRIVE WATER LINE

EASTERN KENTUCKY UNIVERSITY

RICHMOND, KY

Each Contractor shall familiarize himself with ALL the Specifications, Drawings, and

other Documents of the Contract. Said review should help clarify the division points of

responsibility between Contractors and provide continuity of the Contractor's

responsibilities noted throughout the Contract Documents.

The Drawings and Specifications are intended to be fully explanatory and supplementary.

However, should anything be shown, indicated or specified on one and not the other, it

shall be done the same as if shown, indicated, or specified on both.

Where it is obvious that a drawing illustrates only a part of a given work or of a number

of items, the remainder shall be deemed repetitious and so constructed.

Division of specifications into sections is done for the convenience of reference and is not

intended to control contractors in dividing work among subcontractors or to limit scope of

work performed by any trade under any given section.

3. FIELD CONDITIONS PROTECTION OF WORK, PROPERTY, EMPLOYEE AND

PUBLIC

Any damage to the facilities and surrounding site that is a result of construction shall be

fixed at the cost of the Contractor.

4. SEQUENCE OF CONSTRUCTION

Contractor shall provide detailed Construction schedule that includes events, durations,

dates, downtimes and anticipated durations, milestones, areas of work, Owner



considerations, special instructions and any other information pertinent to project

completion.

At the end of each daily work period the roads shall be fully functional – unless other

means are discussed during the pre-construction meeting

5. PRE-BID CONFERENCE

A pre-bid conference and tour of the project area will be held prior to receipt of bids. All

Contractors wishing to bid on this project should have a representative attend this

conference. Items discussed at the pre-bid bid conference will not become part of the

contract unless it is by an addendum.

Contractors will secure all data at the site such as grades of lot, convenience of receiving

and sorting material, location of public services, and other information which will have a

bearing on making their proposals or on the execution of the work if awarded the

Contract, and no allowance will be made for failure of the Contractor to obtain such site

information prior to bidding.

6. TIME FOR COMPLETION

The time for Substantial Completion as further defined in the General Conditions shall be

30 (thirty) calendar days from the date of Contract Award, and Final Completion shall be

Ten (10) calendar days thereafter.

7. LIQUIDATED DAMAGES

Should the Contractor fail to complete the work under this Contract on or before the date

stipulated for Substantial Completion (or such later date as may result from extensions in

the Contract Time granted by the Owner), he agrees that the Owner is entitled to, and

shall pay the Owner as liquidated damages the sum of THREE HUNDRED TEN

DOLLARS ($310.00) for each consecutive calendar day that Substantial Completion has

not been met.

Should the Contractor fail to complete the work under this Contract on or before the date

stipulated for Final Completion (or such later date as may result from extensions in the

Contract Time granted by the Owner), he agrees that the Owner is entitled to, and shall

pay the Owner as liquidated damages the sum of ONE HUNDRED FIFTY DOLLARS ($

150) for each consecutive calendar day until Final Completion is reached.

8. SUBMITTALS AND SHOP DRAWINGS

SUBMISSIONS - GENERAL



a. Submit each set of shop drawings, product data and samples with a transmittal

form

c. Any deviation from the contract documents shall be noted on the transmittal form

comment section.

d. All submittals are to be reviewed for compliance with the contract documents

before submission for approval. All submittals are to be initiated by the

Contractor. Submittals made directly to the Design Consultant by manufacturers

or suppliers will not be accepted or reviewed.

9. FIELD OFFICE

A field office shall not be required for this project.

10. TELEPHONE SERVICE

A phone number shall be submitted to the Owner and A/E so that in need of emergency

the Contractor can be reached anytime during a 24-hour day.

11. SUPERINTENDENT

Contractor shall designate a superintendent that is present at all times when any trade is

providing work on this project. Superintendent shall submit their cell phone to the

University and Engineer and be reachable anytime. The superintendent shall have

experience in similar type projects of size and complexity and submit their resume for

review and acceptance prior to beginning work.

12. BARRIERS AND PROTECTION AND TRAFFICE CONTROL

Construct and maintain temporary barricades separating construction areas from other

areas.

Barricades shall be such as to physically separate construction areas from the public or

shall be as required by codes for protection of workmen and/or public.

Contractor shall coordinate with University’s Traffic Division for allowed lane closure

times. All direction of traffic and barricades shall be provided by the Contractor

13. CONSTRUCTION FENCE

Minimum 4' orange plastic safety fencing to encompass the storage and activity area on

ground. Maintain safe signage and flagged barricades between construction activities and

pedestrians using the building.



14. SECURITY:

The Contractors and Subcontractors are responsible for the security of their own

materials, tools, and equipment on the project site. The Owner is not responsible for theft

or vandalism to any such materials, tools, or equipment.

15. PARKING/DELIVERIES

The Contractor may park vehicles as needed in designated parking areas. Location of

designated parking areas will be identified during the pre-construction conference.

16. SANITARY FACILITIES

The Contractor shall provide their own sanitary utilities throughout construction and

remove same at the end of the project.

17. UTILITIES

The Contractor shall provide water and electricity for this project.

18. PROJECT SIGN

A project sign is not required for this project.

19. PROHIBITED ITEMS

No guns are allowed on site. No drinking or tobacco are allowed on site. Contractors

must meet all University Regulations while on site.

END OF SECTION

KEU Kit Carson Drive Water Line May 2019

SWPPP 311100 - 1

SECTION 311100 - STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. All the following documents compose the SWPP:1. Specification Section 3110002. Best Management Practices (BMP) Plan or Site Plan containing the BMP Plan3. Notice of Intent for Storm Water Construction Activities (NOI-SWCA)4. Notice of Termination (NOT)5. CONTRACTORs BMP implementation Schedule6. Operation and Maintenance Plan Checklist

1.2 SUBMITTALS

A. Notice of Intent: A minimum of 7 days prior to beginning any work, the (CONTRACTOR) shallsubmit a Notice of Intent for Storm Water Construction Activities (NOI_SWCA) for a GeneralPermit to the Kentucky Division of Water via their online e-permitting web site located at:

https://dep.gateway.ky.gov/eForms/default.aspx?FormID=7.

A paper NOI-SWCA, provided herein as Exhibit 311100-1, may be submitted to the DOW a minimum of 30 days prior to commencement of construction activities if the CONTRACTOR is unable to submit electronically. A copy shall be sent to the office of ENGINEER and shall be kept on file with the BMP Plan and SWPP.

B. CONTRACTORs BMP Implementation Schedule: Prior to mobilizing on the site, theCONTRACTOR shall submit a detailed schedule to the design professional outlining the sequenceof major activities that includes the installation of all controls, earth disturbing activities, andstabilization activities. This implementation schedule will become part of the SWPP.

C. Notice of Termination: Upon final stabilization of the construction site and removal of alltemporary erosion and sediment control measures, the CONTRACTOR shall submit a Notice ofTermination (NOT) to the Kentucky Division of Water. A copy shall be sent to the office ofENGINEER and shall be retained with the BMP Plan and the SWPP for a period of one year afterfiling the NOT. A copy of the NOT is included at the end of this section as Exhibit 311100-2.

1.3 QUALITY ASSURANCE

A. Inspections: The CONTRACTOR shall employ an erosion control inspector to inspect all stormwater control measures as outlined in the KPDES Storm Water General Permit (KYR10).Qualified inspector shall be certified by the Kentucky Erosion Prevention and Sediment ControlProgram (KEPSC). Inspections shall be made at least once every 7 days and within 24 hours ofthe end of a storm event that is 0.5 inches or greater. Areas that have been temporarily or finallystabilized shall be inspected at least once every month. Revisions to the MBP plan based on theresults of the inspection shall be implemented within seven (7) days of the inspection.

https://dep.gateway.ky.gov/eForms/default.aspx?FormID=7


SWPPP 311100 - 2

B. Reports: The qualified inspector conducting the inspections shall prepare a report summarizing thescope of the inspection, names, and qualifications of personnel making the inspection, the date ofthe inspection, major observations relating the implementation of the BMP plan, and anycorrective actions taken shall be made and kept as part of the BMP plan for at least three (3) yearsafter the date of the inspection, or until one (1) year after coverage under the General Permit(KYR10) ends. The report is to be signed by the qualified inspector. A copy of the report is to bedelivered to ENGINEER and the CONTRACTOR via the same transmittal and at the same time.

C. The SWPP implementation and methods of construction shall comply with the followingstandards:

1. KPDES General Permit No.: KYR10, General KPDES Permit for Storm Water PointSource Discharges Construction Activities.

2. EPA 832-R-92-005: Storm Water Management for Construction Activities: DevelopingPollution Prevention Plans and Best Management Practices.

D. A sample Compliance Inspection Report is provided herein as Exhibit 311100-3.

1.4 PROJECT DESCRIPTIONS

A. General: The proposed development and land disturbance activity is located along KY Route 32(Elizaville Rd.) between Flemingsburg and Ewing, in Fleming County. The site is occupied byan existing school building and parking lots. The eastern portion of the site that is to receive fill,drains toward KY 32 and into the roadway storm sewer. The area to be disturbed to the north andwest of the site drains to the rear of the property, and toward an off-site tributary and lake on theheadwaters of Town Branch of the Licking River. The total property area planned to be disturbedduring construction operations is approximately 5 acres.

The location(s) for the site and the runoff discharge points are:

Latitude Longitude

Runoff Discharge 37°21’56” N 84°21’47” W

B. Site Conditions: the topography of the site exhibits 30-40 feet of elevation change within theproject area.

C. Critical Areas:1. KY461 (Cumberland Lake Pkwy.): It is crucial for the motoring public to prevent mud

and debris from entering the roadway, adjoining sidewalks,

1.5 MATERIAL INVENTORY

A. The Material or substances listed below are expected to be present onsite during construction, butnot necessarily during all phases of the work. The CONTRACTOR shall amend this list asappropriate as part of the overall SWPP.

1. Concrete2. Detergents3. Paints (enamel and latex)


SWPPP 311100 - 3

4. Metal Studs5. Tar6. Metal Roofing7. Fertilizers8. Masonry Block9. Wood10. Petroleum Products

PART 2 - CONTROL

2.1 EROSION AND SEDIMENT CONTROL MEASURES

A. The erosion and sediment control measures will be typical of a small scale earth moving siteincluding:

1. Construction Entrance2. Dust and Pollutant Control3. Fertilizer Application Control4. Mulching - Permanent and Temporary5. Silt Traps6. Silt Fence Silt Control7. Land Grading8. Permanent Seeding/Sodding9. Inlet Protection

2.2 BMP Plan

A. The permittee shall modify the BMP plan when there is a change in design, construction,operation, or maintenance of the sire which has significant effect on the potential for the dischargeof pollutants tot the waters of the Commonwealth and shall implement the changes within seven(7) days.

B. The permittee shall amend the BMP plan if it proves to be ineffective in controlling the dischargeof pollutants to the waters of the Commonwealth and shall implement the changes within seven(7) days.

2.3 STABILIZATION PRACTICES

A. Temporary Stabilization: Temporary stabilization of top soil stockpiles and disturbed portions ofthe site shall begin within 14 days on areas where construction activities have temporarily (for 21days or more) ceased. Temporary stabilization can be accomplished through seeding Rye (grain)applied at 120 pounds per acre and/or straw mulching at a rate of 4,000 pounds of straw per acre.

B. Permanent Stabilization: Disturbed portions of the site where construction activity permanentlyceases shall be stabilized with permanent seed or sodded no later than 14 days after the lastconstruction activity. The following seed mixture shall be planted between Feb 1 to April 15, andAug. 2 to Sept. 15:

1. Spring Oats or Winter Wheat: 50 lb/acre2. Red Clover: 5 lb/acre


SWPPP 311100 - 4

3. Orchard Grass: 35 lb/acre 4. White or Ladino Clover 5 lb/acre

Prior to seeding, ground agricultural limestone at rate specified by soil test and 220lbs/acre of 20-26-6 fertilizer shall be applied to each acre stabilized. Seeding shall be done with a hydroseeding process as specified. Steep slopes and drainage channels shall be sodded. Follow specs for post fertilization and maintenance for watering, etc.

C. Dust Control: apply water, polyacrylamide, or other stabilizers to bare areas if windblown dustbecomes a problem. Vegetative cover is the most effective means of dust and erosion control.

D. Storm Water Management: The development of the site will not result in increased runoff duringconstruction. However, the CONTRACTOR shall conduct all operations responsibly to preventoff-site sedimentation. Curb and gutter, catch basins, yard drains and piping will provide stormwater capture and control. Roof rains will be piped underground to the storm drain system toprevent surface splash and erosion. The structural control measures detailed on the ErosionControl Plan are proposed to minimize the impact of erosion. A water quality unit will providepermanent water quality to runoff before it leaves the site and enters the public storm sewer.

E. The CONTRACTOR shall also manage the site as needed according to the following checklist:1. Manage the site into infiltrate storm water into the ground and keep sediment out of

storm drains.2. Minimize the amount of exposed soil on site at any one time to the extent possible.3. Plan the project in stages to minimize the amount of area that is bare and subject to

erosion.4. Vegetate disturbed areas with permanent or temporary seeding immediately upon

reaching final grade.5. Vegetate or cover stockpiles that will not be used immediately.6. Reduce the velocity of storm water both onto and away from the project area.7. Use interceptors, diversions, vegetated buffers, and check dams to slow down storm

water as it travels across and away from the project site.8. Construct temporary diversion measures to direct flow away from exposed areas toward

stable portions of the site.9. Protect defined channels immediately with measures adequate to handle the storm flows

expected.10. Use sod, geotextile, natural fiber, riprap, or other stabilization measures to allow channels

to carry water without causing erosion.11. Maintain all BMPs to ensure their effectiveness during the life of the project.12. Maintain fences that protect sensitive areas, silt fences, diversion structures, and other

BMPs.

2.4 OTHER CONTROLS

A. Waste Materials: all waste materials will be collected and stored in a secure metal dumpster rentedfrom licensed waste management company. Dumpster shall meet all local and site solid wasteregulations. All trash and construction debris will be deposited in the dumpster. The dumpsterwill be emptied when 90% full and trash hauled to the respective approved landfill. Noconstruction waste will be buried on site. All personnel will be instructed regarding the correctprocedure for waste disposal. Notices stating these practices will be posted at the office trailer andthe site superintendent will be responsible for seeing that these procedures are followed.


SWPPP 311100 - 5

B. Hazardous Waste: The use of any hazardous material is not anticipated at this site. But in such anevent all hazardous waste materials will be disposed of in a manner specified by local or stateregulation or by manufacturer. Site personnel will be instructed in these practices, and the sitesuperintendent will be responsible for seeing that these practices are followed.

C. Sanitary waste: All sanitary waste will be collected from portable units at a minimum of one timeper week by a licensed sanitary waste contractor as required by local regulation.

D. Offsite Vehicle Tracking: Stabilized construction entrances shall be provided to help reducevehicle tracking of sediments at the primary points of entry to the site. The adjacent paved streetwill be swept to remove any excess mud, dirt or rock tracked from site. Dump trucks haulingmaterial from the site will be covered with a tarpaulin.

E. Non-Storm Water Discharges: It is expected that the following non-storm water discharges couldoccur from the site during the construction period:

1. Water from water line sterilization/flushing. All water to be treated, neutralized, andhandled per Kentucky Division of Water regulations.

2. Pavement wash waters (where no spills or leaks of toxic or hazardous materials haveoccurred)

3. Uncontaminated ground water (from dewatering excavation as applicable).

2.5 SEQUENCE OF MAJOR ACTIVITIES

A. The CONTRACTOR shall prepare his BMP implementation schedule based on the followingoutline of major activities:

Construction Activity Schedule Consideration Construction Access – entrance to site, construction routes, equipment parking areas

This is the first land disturbing activity. As soon as construction begins, stabilize any bare areas with gravel and temporary vegetation.

Sediment traps and sediment fences

After construction site is accessed, principal sediment fence barriers, as applicable, should be installed, with addition of temporary traps and barriers as needed during grading operation

Runoff control – diversions, perimeter dikes, water bars, outlet protection

Key practices should be installed after the installation of principal sediment traps and before land grading. Additional runoff control measures may be installed during grading as required.

Land Clearing and grading – site preparation (topsoil strip, excavation, fill placement, grading, sediment traps, barriers, diversions, drains, surface roughening)

Implement major clearing and grading after installation of principal sediment and run off control measures, and install additional control measures as grading continues. Clear burrow and disposal areas as required, and mark tree and buffers for preservation. Clearing will be kept to a minimum.

Surface stabilization - temporary and permanent seeding, mulching, sodding, riprap

Temporary or permanent stabilizing measure should be applied immediately to any disturbed areas where work has been either completed or delayed 21 days. Land disturbance will be scheduled to limit exposure of bare soils to erosive elements to the extent possible.


SWPPP 311100 - 6

Building construction – buildings, utilities, storm piping, curb and gutter, paving

During construction, install any erosion and sediment control measures that are needed per the attached specific control plan and according to local regulatory agency, i.e., additional intlet control, etc. install gravel areas for building material lay down and for vehicular traffic.

Landscaping and final stabilization – backfilling, topsoil replacement, trees, shrubs, permanent seeding, sodding, riprap

Last construction phase. Vegetation and mulch will be applied to applicable areas immediately after final grading is completed. Stabilize all open areas including, borrow and fill areas, remove and stabilize temporary control measures as prescribed on the accompanying erosion control plan sheets.

B. Timing of Controls/Measures: as indicated on the Sequence of Major Activities, silt fences andconstruction entrances will be constructed prior to clearing or grading on other portions of the site.Areas where construction activity ceases for more than 21 days will be stabilized with temporaryseed and mulch within 14 days of the last disturbance. Once construction activity ceasespermanently in an area, that area will be stabilized with permanent seed and mulch o sod asspecified. After the entire site is stabilized, the accumulated sediment will be removed from thetrap or basin and the check dams and silt fence removed as applicable.

2.6 SPILL PREVENTION

A. Good Housekeeping: The following are material management practices that will be used to reducethe risk of spills or other accidental exposure of materials and substances to storm water runoff.

1. An effort will be made to store only enough product to do the job.2. All materials stored in a neat, orderly manner in their appropriate containers and, if

possible, under a roof or other enclosure.3. Portable restrooms are to be located so that any spill will not enter into the storm water

runoff.4. Products will be kept in their original containers with original manufacturer’s label.5. Substances will not be mixed with one another unless recommended by the manufacturer.6. Whenever possible, all of a product will be used up before disposing of the container.7. Manufacturers’ recommendations for proper use and disposal will be followed.8. The site superintendent will inspect daily to ensure proper use and disposal of materials

onsite.9. Petroleum products if stored on-site are to be contained within a boule wall steel tank.

The tank is to be inside of a bermed area lined with 6 mil plastic. Containment area is tobe capable of withholding the entire contents of the tank in the event of a catastrophicspill.

B. Hazardous Products: Hazardous materials are not expected to be brought to the site, if they arerequired then the guidelines below should be followed.

1. Product will be kept in original containers unless they are not resalable.2. Original labels and material safety data sheets will be retained for product information.3. If surplus product must be disposed of, manufacturer’s, local government, and state

recommended methods for proper disposal shall be followed.

C. Petroleum Products: All onsite vehicles will be monitored for leaks and receive regularpreventive maintenance to reduce the chances of leakage. Petroleum products will be stored in


SWPPP 311100 - 7

tightly sealed containers, which are clearly labeled. Portable equipment fuel tanks will be located as far away from surface water bodies as possible. All oils drained from equipment will be captured in pans or other suitable equipment and placed in drums for removal from site for disposal at an approved off-site location.

D. Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer.Once applied, fertilizer will be worked into the soil to limit exposure to storm water. Storage willbe in a covered shed. The contents of any particularly used bags of fertilizer will be transferred toa sealable plastic bin to avoid spills.

E. Paints: All containers will be tightly sealed and stored when not required for use. Excess paintwill not be discharged to the storm sewer system, but will be properly disposed of according tomanufacturer’s instructions or state and local regulations.

F. Concrete trucks will be required to wash out or discharge surplus concrete or drum wash waterinto a wash out pit. The wash out pit shall be designated in an area that does not receivesignificant runoff and does not drain into a storm network. Upon the completion of the project,this area would be cleared of the concrete and the site restored.

G. Any asphalt substances used onsite will be applied according to KYDOH standards.

H. Spill Control Practices: In addition to the good housekeeping and material management practicesdiscussed in the previous sections of this plan the following practices will be followed for spillprevention and cleanup.

1. Manufacturers’ recommended methods for spill cleanup will be clearly posted and sitepersonnel will be made aware of the procedures and the locations of the information andcleanup supplies.

2. Materials and equipment necessary for spill cleanup will be kept in the material storagearea onsite. Equipment and materials will include but not be limited to brooms, dustpans,mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trashcontainers specifically designed for this purpose.

3. All spills will be cleaned up immediately after discovery.4. The spill area will be kept well ventilated and personnel will wear appropriate protective

clothing to prevent injury from contact with a hazardous substance5. Spills of toxic or hazardous material will be reported to the appropriate state or local

government agency, regardless of size.6. The spill prevention plan will be adjusted to include measures to prevent this type of spill

from reoccurring and how to clean up the spill if there is another one. A description ofthe spill, what caused it, and the cleanup measures will also be included.

7. The site superintendent responsible for the day-to-day site operations will be the spillprevention and cleanup coordinator. He will designate at least three other site personnelwho will receive spill prevention and cleanup training. These individuals will eachbecome responsible for a particular phase of prevention and cleanup training. The namesof responsible spill personnel will be posted in the material storage area in the officetrailer onsite.

I. Spill Notification: In the event of a spill, make the appropriate notification(s) consistent with thefollowing procedures:

1. Any spill of gasoline greater than 25 gallons in a 24-hour period or spill of diesel fuelgreater than 75 gallons in a 24-hour period must be reported to the KentuckyEnvironmental Response Team at (800) 928-2380.


SWPPP 311100 - 8

2. Any spill of oil that 1) violates water quality standards, 2) produces a “sheen” on asurface of water, or 3) causes a sludge or emulsion must be reported to the KentuckyEnvironmental Response Team at (800) 928-2380.

3. Any spill of oil or hazardous substance to waters of the state must be reportedimmediately by the telephone to the List State Agency and phone number.

4. Any release of a hazardous substance that may be a threat to human health or theenvironment must be reported to the List State agency and phone number immediatelyupon discovery.

PART 3 - CERTIFICATION

3.1 CONTRACTORS AND SUBCONTRACTORS

A. As part of the BMP implementation schedule, the CONTRACTOR shall clearly identify theContractor or Subcontractor that will implement each control measure identified on the BMP planby completing Exhibit 3.1 - A herein.


SWPPP 311100 - 9

Exhibit 3.1 - A


SWPPP 311100 - 10

B. All Contractors and Subcontractors identified in the BMP plan must sign a copy of thecertification statement included herein as Exhibit 3.1 - B before conducting any work at the site.

Exhibit 3.1 - B


SWPPP 311100 - 11

Exhibit 311100 – 1 KPDDES NOTICE OF INTENT


SWPPP 311100 - 12


SWPPP 311100 - 13

Exhibit 311100 – 2 KPDDES NOTICE OF TERMINATION


SWPPP 311100 - 14


SWPPP 311100 - 15

Exhibit 311100 – 3 COMPLIANCE INSPECTION FORM

Kentucky Erosion and Sediment Control Permit Compliance Inspection Report PROJECT: Weekly or Post-Rainfall (circle one) Inspection Results: Inspection Criteria: Satisfactory, Marginal, Unsatisfactory S M U Condition of receiving stream Is BMP Plan adequately implemented? Timely seeding & mulching

• Revegetation on cut/fill/cleared areas• Condition of slope areas

Structural Controls • Drainage ditch protection/liners installed• Inlet protection for curb drains, etc.• Outlet protection-no erosion or scour• Silt fences below bare soil areas• Rock check dams in ditches• Sediment traps/ponds maintained• Other controls

Other Controls • Secondary containment for fuel; maintenance area designated• Proper disposal of concrete wastes; wash in designated area• Other (non-storm water discharge, etc)• Off site tracking of sediment prevented

Compliance with State and Local Regulations • Waste, fertilizer, paint, pesticide/herbicide storage and disposal• Proper sewage management

Operation and Maintenance of BMPs • Maintenance plan incorporated into written BMP Plan• Maintenance plan followed• Maintenance documented• Inspections done as required and documented• Inspection reports completed and maintained on site, in file

Contractor Certification on File Plan Certification on File

Comments:

Inspector’s Signature

EARTH MOVING 312000 - 1

EKU Kit Carson Drive Water Line May 2019

SECTION 312000 - EARTH MOVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:1. Preparation of subgrade for building, slabs, walks, pavements, and other sitework.2. Rough and finish grading.3. Excavation for filling and grading.4. Filling and subgrade preparation.

B. Related Documents: None

C. Related Sections:1. Section 311000 - Site Clearing: Clearing site of debris, grass, trees, and other plant life.2. Section 312300 - Excavation and Fill: Earthwork for structures, utilities, and pavement.3. Section 312500 - Erosion and Sedimentation Controls: Temporary and permanent erosion

control and slope protection systems.

1.2 REFERENCES

A. Kentucky Department of Highways (KYDOH) Standard Specifications for Road and BridgeConstruction, current edition.

B. American Society for Testing and Materials (ASTM):1. ASTM C 136 - Method for Sieve Analysis of Fine and Course Aggregates.2. ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard

Effort.3. ASTM D 1556 - Test Method for Density of Soil in Place by the Sand-Cone Method.4. ASTM D 1557 - Test Method for Laboratory Compaction Characteristics of Soil Using Modified

Effort.5. ASTM D 2167 - Test Method for Density and Unit Weight of Soil In-Place by the Rubber

Balloon Method.6. ASTM D 2487 - Classification of Soils for Engineering Purposes (Unified Soil Classification

System).7. ASTM D 2922 - Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear

Methods (Shallow Depth).8. ASTM D 3017 - Test Method for Moisture Content of Soil and Rock in Place by Nuclear

Methods (Shallow Depth)9. STM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

EARTH MOVING 312000 - 2


C. American Association of State Highway and Transportation Officials (AASHTO):1. AASHTO T 88 - Particle Size Analysis of Soils

1.3 DEFINITIONS

A. Testing Agency/Laboratory: Licensed Professional Engineer licensed in State where project is locatedand retained by Owner (unless otherwise specified) to perform quality assurance testing of the work inthis specification and prepare the Assurance/Control Submittals required herein.

1.4 SUBMITTALS

A. Procedures for submittals.1. Shop Drawings:

a. Submit drawings or details indicating proposed alternate earthwork procedures orproposed procedures not indicated in Contract Documents.

b. Submit drawings or details of design for use of fabrics or geogrids.2. Assurance/Control Submittals:

a. Material Source: Submit name of imported materials suppliers. Provide materials fromsame source throughout the Work. Change of source requires Engineer approval.

b. Test Reports: Submit the following reports directly to Engineer from TestingAgency/Laboratory, with copy to Contractor. Prepare reports certified by a ProfessionalEngineer licensed in the same state as the Project to include the following:1) Verify that materials below shallow foundations are adequate to achieve the design

bearing capacity.2) Verify that excavations extend to proper depth and material.3) For compacted fill materials, perform classification testing, prepare field density

test reports, and optimum moisture-maximum density curve for each type of soilencountered.

4) Verify use of proper materials, densities, and lift thicknesses during placement andcompaction of compacted fill.

5) Prior to placement of compacted fill, observe subgrade and verify that the site hasbeen prepared properly.

c. Qualification Documentation: Submit earthwork company documentation of experienceindicating compliance with specified qualification requirements.

B. Procedures for closeout submittals.1. Project Record Documents: Accurately record the following.

a. Spot elevations for building area subgrade pad.b. Location of existing utilities remaining, re-routed utilities, new utilities by horizontal

dimensions, elevations or inverts, and slope gradients.2. Furnish record drawings and supporting field survey data to the Owner in hardcopy and electronic

(PDF or AutoCAD) format. Elevations and locations must be sufficient to accurately depict thework, and shall be performed under the supervision of a Professional Land Surveyor licensed inthe state of the Project.

Earth Moving 312000 - 10



A. Qualifications: Earthwork company specializing in performing the Work of this Section with a minimum5 years documented experience on projects of a similar (or larger) size and nature.

B. Regulatory Requirements: Perform earthwork in accordance with applicable requirements of governingauthorities having jurisdiction.

C. Pre-Installation Meetings:1. Convene a pre-installation meeting one week prior to commencing Work of this Section.2. Require attendance of parties directly affecting Work of this Section.3. Review conditions of earthwork operations, earthwork procedures and coordination with related

Work.4. Agenda:

a. Tour, inspect, and discuss conditions of existing soils and soil substrates.b. Review dust control measures and their requirements.c. Review required submittals, both completed and yet to be completed.d. Review Survey and Civil site work Drawings.e. Approve proposed earthwork equipment.f. Approve excess material dump location.g. Approve import material storage location.h. Review and finalize construction schedule related to earthwork and verify availability of

materials, personnel, equipment, and facilities needed to make progress and avoid delays.i. Review required inspections, testing, certifying, and material usage accounting procedures.j. Review weather and forecasted weather conditions, and procedures for coping with

unfavorable conditions.k. Review safety precautions relating to earthwork operations.l. Review environmental procedures.

D. Special Inspections: Owner will retain the services of a qualified testing agency (TestingAgency/Laboratory) to perform earthwork special inspections under the supervision of a professionalengineer licensed in the state of the Project. Testing Agency/Laboratory must be acceptable to theArchitect/Engineer.

a. During excavation and fill placement, Testing Agency/Laboratory shall determine thatproper materials and procedures are used in accordance with the recommendations of the Geotechnical Report.

1.6 PROJECT CONDITIONS OR SITE CONDITIONS

A. Existing Conditions:a. Contractor may make test borings and other exploratory operations at no additional cost to

Owner. Coordinate tests with Engineer.2. Classification of Excavations: Contractor acknowledges that Contractor has investigated project

site to determine type, quantity, quality, and character of excavation work to be performed. Allexcavation shall be considered as classified excavation. All rock removal shall be per UnitPrice in the Form of Proposal

3. Existing Utilities: Contact local utility companies and make arrangements to obtain utilitycompany location and marking service prior to start of Earthwork operations.


EKU Kit Carson Drive Water Line May 2019 a. Locate existing underground utilities in areas of Work. If utilities are to remain in place,

provide means of support and protection during Earthwork operations.1) Pothole and locate existing underground utilities at locations to assure that no conflict

with Work of this Contract will occur and required clearance is available to preventdamage to existing utilities.

2) Perform potholing minimum 10 days before start of excavation or undergroundwork.

b. Should uncharted, or incorrectly charted, piping or other utilities be encountered duringexcavation, consult utility company and Engineer immediately for directions.

c. Coordinate with Engineer and utility companies to keep existing utility services andfacilities in operation.

d. Repair damaged utilities to satisfaction of utility company, at no additional cost to Owner.e. Do not interrupt existing utilities serving facilities occupied and used by Owner or others,

during occupied hours, except when permitted in writing by Engineer and then only afteracceptable temporary utility services have been provided and approved by Owner.

f. Demolish and completely remove from site existing underground utilities indicated onDrawings to be removed as specified. Coordinate with utility companies for shut-off ofservices if lines are active.

PART 2 - PRODUCTS

2.1 MATERIALS A. Subsoil: Approved by Testing Agency/Laboratory and Owner.

1. Excavated and re-used material, Imported Borrow2. Free of lumps larger than 6 inches, rocks larger than 6 inches (except where smaller particles are

recommended in the Geotechnical Report), and debris.3. Conforming to ASTM D 2487 (CL, OL, OH).

B. Shot Rock: Approved by Testing Agency/Laboratory and Owner.1. Clean sandstone or durable shale produced by blasting to conform to the particle size

requirements for fill specified in the Technical Specifications, Geotechnical Reportrecommendations, and Drawings.

C. Aggregate: Approved by Testing Agency/Laboratory and Owner.1. Coarse Aggregate: Crushed stone; free of shale, clay, friable material and debris; graded in

accordance with KYDOH Standard Specifications for size specified on the Drawings.2. Fine Sand: Natural river or bank sand; washed; free of silt, clay, loam, friable or soluble

materials, and organic matter; meeting the requirements of the KYDOH Standard Specifications.

D. Topsoil: Approved by Testing Agency/Laboratory and Owner.1. Unclassified Excavation.2. Imported Borrow3. Free of roots, rocks larger than 1/2 inch, subsoil, debris, large weeds, and foreign matter.4. Conforming to ASTM D 2487 Group Symbol OH, PT.

E. Filter/Drainage Fabrics: Nonwoven geotextile meeting the requirements of the KYDOH StandardSpecifications for a Type IV soil separator.


EKU Kit Carson Drive Water Line May 2019 2.2 SOURCE QUALITY CONTROL

A. Testing and Analysis to be performed by Testing Agency/Laboratory.

B. If tests indicate materials do not meet specified requirements, change material and retest.

C. Provide materials from same source throughout the Work.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are asrequired, and ready to for earthwork operations to begin.1. Verify that existing site soils and soil conditions encountered are as indicated in Geotechnical

Data.2. Verify quantity and type of each soil material before start of material installation.3. Backfilling:

a. Verify imported fill and stockpiled fill to be reused is approved.b. Verify areas to be backfilled are free of debris, snow, ice, or water, and ground surfaces

are not frozen.

B. Report in writing to Engineer prevailing conditions that will adversely affect satisfactory execution ofthe Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected.

C. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitableconditions encountered at no additional cost to the Owner.

3.2 PREPARATION

A. Identify required lines, elevations, levels, contours, grades, and datum necessary to perform earthworkoperations as indicated on Drawings.

B. Examine Project Site with Engineer before start of earthwork operations. Identify areas and prepare tobrace or shore areas of adjacent property subject to rotation, slumping, or cave-in to prevent dislocationof adjacent soil, pavement, utilities, structures, or other items to remain.

C. Locate, identify, and protect existing utilities to remain and previously installed utilities that may bedamaged by construction operations.1. Notify Engineer and utility company immediately of utilities, not indicated on Drawings,

encountered.2. Maintain existing utilities, active utilities, and drainage systems in operating condition.3. Comply with utility company requirements and directions of Engineer to keep utilities in

operation.4. Repair damage to utilities as directed by Owner.

D. Protect plant life, lawns, fences, existing structures, sidewalks, paving and curbs from earthworkoperations, excavating equipment, and vehicular traffic.



E. Protect benchmarks, property corners, and other survey monuments from damage or displacement.

Where markers are required to be removed, provide removal and reinstallation by licensed land surveyor licensed in Kentucky.

F. Remove material encountered in grading operations that is unsuitable for backfilling, subgrade or foundation purposes as determined by Testing Agency/Laboratory and as directed by Owner. Dispose of materials off-site in an approved manner in accordance with requirements of authorities having jurisdiction.

3.3 EXCAVATION FOR FILLING AND GRADING

A. Provide dewatering, drainage, and ground water management to control moisture of soils when performing grading operations during periods of wet weather.

B. Shore, brace, and drain excavations to maintain excavations safe, secure, and free of water at all times.

C. Provide protection for workers within trench areas in accordance with local, State, and Federal

Occupational Safety and Health requirements and regulations.

D. Acceptable Fill Material: 1. Rock or stone less than 12 inches in largest dimension as fill to within 36 inches of surface of

proposed subgrade when mixed with suitable material. 2. Rock or stone less than 6 inches in largest dimension mixed with suitable material as fill within

the upper 36 inches of proposed subgrade.

E. Unacceptable Fill Material for Building and Paving Areas: Excavated material containing rock or stone greater than 6 inches in largest dimension within the upper 3 feet of fill, and greater than 12 inches when placed below the upper 3 feet of fill. Material larger than 18 inches shall be segregated for use as fill in areas outside of building, parking, and other paved surfaces, and placed a minimum of 4 feet below grade.

3.4 FILLING AND SUBGRADE PREPARATION

A. Fill areas to contours and elevations as indicated on Drawings with materials specified herein.

B. Place fill in continuous lifts as specified herein.

C. Refer to Section 312300-Excavation and Fill for filling requirements for structures, utilities, roads. Pavements, athletic fields, and other non-building areas.

D. Areas Exposed by Excavation or Stripping:

1. Scarify areas exposed by excavation or stripping on which building subgrade preparations are to be performed to minimum 8 inch depth.

2. Compact to minimum 95 percent maximum density in accordance with ASTM D 698 (Standard Proctor) at a moisture content within 2 percent of optimum, unless a higher density is recommended in the Geotechnical Report.

3. Proofroll to detect any areas of insufficient compaction by making minimum of 2 complete passes with fully-loaded tandem-axle dump truck, or Engineer approved equivalent, in each of two perpendicular directions under supervision and direction of Testing Agency/Laboratory or


EKU Kit Carson Drive Water Line May 2019 Engineer.

4. Excavate and compact areas failing to meet specified requirements.

E. Fill Material Placement:1. Place fill in structural areas in 8 inch maximum lifts compacted to minimum 98 percent (95

percent in paving areas) of the Standard Proctor maximum dry density in accordance with ASTMD698 at a moisture content within 2 percent of optimum.

F. Provide material imported from off-site with CBR (California Bearing Ratio) value equal to or abovepavement design subgrade CBR value indicated on Drawings.

3.5 MAINTENANCE OF SUBGRADE

A. Verify finished subgrades for conformance to elevations as indicated on Drawings and for specifiedconditions for subgrade.

B. Protect subgrade from excessive wheel loading during construction, including concrete trucks anddump trucks.

C. Remove areas of finished subgrade with compaction density below specified density to depth requiredas directed by Testing Agency/Laboratory and Owner. Fill removed areas and compact to specifiedcompaction density

D. Provide surface of subgrade after compaction hard, uniform, smooth, stable, and true to grade andcross-section.

3.6 FINISH GRADING

A. Grade areas other than paved areas and building pad areas to finish grade elevations or contours asindicated on Drawings including the following:1. Excavated areas.

B. Provide finish graded areas uniform and smooth, free from rocks, debris, or irregular surface changeswith maximum tolerance of 0.10 feet above or below established finish subgrade elevation. Providegraded surfaces sloping uniformly between indicated elevations.

C. Provide drainage ditches graded with uniform slope to allow drainage without ponding, minimizingpotential for erosion. Refer to Section 312500 (Erosion and Sedimentation Controls) for procedures toprotect slopes and control erosion.

3.7 FIELD QUALITY CONTROL

A. Field testing and inspection.

B. Excavation: Notify Testing Agency/Laboratory and Engineer for visual inspection of bearing surfaces,48 hours prior to backfilling and other subsequent Work.

C. Site Tests - Quantity:1. Areas Outside Building Area Subgrade Pad and pavement:

a. Cut Areas: Minimum one compaction test for every 10,000 square feet per lift with aminimum of three tests per lift.

b. Fill Areas: Minimum one compaction test for every 10,000 square feet for each lift,measured loose, with a minimum of three tests per lift.



D. Site Tests - Methods: 1. Perform tests on each type of existing on-site or imported off-site material used for compacted

fill. a. Moisture and Density Relationship: ASTM D 698. b. Mechanical Analysis: AASHTO T-88 c. Plasticity Index: ASTM D 4318

1) One optimum moisture-maximum density curve for each type of soil encountered. 2) Report of actual unconfined compressive strength and bearing tests/results for each

strata tested. Give "three-dimensional" description of each test location. 2. Perform field density tests for in-place materials in accordance to the following standards:

a. Nuclear Method: ASTM D 2922 (Method B-Direct Transmission)

3. Perform a CBR (California Bearing Ratio) test for each type of imported off-site material in areas where pavement will be placed.

E. If tests indicate the Work does not meet specified requirements, remove Work, replace, compact, and

retest at no additional cost to Owner.

3.8 PROTECTION

A. Scarify surface, reshape, and compact areas damaged by construction operations or weather erosion.

END OF SECTION

EKU Kit Carson Drive Water Line

( May 2019

Excavation and Fill 312300 - 11

SECTION 312300 - EXCAVATION AND FILL

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:1. Excavating and backfilling for utilities.2. Pipe bedding.3. Borings and casings under roads.

B. Related Documents: None.

C. Related Sections:1. Section 312000 - Earth Moving: Cutting, filling, and grading for proposed site improvements.

1.2 REFERENCES

A. American Society for Testing and Materials (ASTM):1. ASTM D698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard

Effort.2. ASTM D1557 - Test Method for Laboratory Compaction Characteristics of Soil Using Modified

Effort.

B. American Association of State Highway and Transportation Officials (AASHTO):1. AASHTO T 180 - Moisture-Density relations of Soils Using a 10 Pound Rammer and an 18 Inch

Drop.

C. American Water Works Association (AWWA):1. AWWA C 200 - Steel Water Pipe, 6 Inch and Larger.2. AWWA C 206 - Field Welding of Steel Water Pipe.

D. National Fire Protection Association (NFPA):1. NFPA 70 - National Electric code.

E. Kentucky Department of Highways (KYDOH):1. Standard Specifications for Road and Bridge Construction, current edition.

1.3 DEFINITIONS

A. Testing Agency/Laboratory: Licensed Professional Engineer licensed in State where project is locatedand retained by Owner (unless otherwise specified) to perform quality assurance testing of the work inthis specification and prepare the Assurance/Control Submittals required herein.

1.4 SUBMITTALS

A. Submittal Procedures: Procedures for submittals.1. Shop Drawings:


( May 2019


a. Submit drawings or details indicating proposed alternate earthwork procedures orproposed procedures not indicated in Contract Documents.

b. Do not perform work until required shop drawings have been approved by Engineer.2. Assurance/Control Submittals:

a. Material Source: Submit name of imported materials suppliers or sources. Providematerials from same source throughout the work. Change of source requires Engineerapproval.

b. Test Reports: Submit the following reports directly to Engineer from Testing Agency/Laboratory, with copy to Contractor:

1) Test reports on borrow material.2) Verification of each footing subgrade.3) Field density test reports.4) Optimum moisture-maximum density curve for each type of soil encountered.5) Report of actual unconfined compressive strength and bearing tests/results for each

strata tested. Give "three-dimensional" description of each test location.c. Certificates: Gradation and certification of aggregate material for Testing Agency/

Laboratory review.d. Qualification Documentation: Submit earthwork company documentation of experience

indicating compliance with specified qualification requirements.

B. Procedures for closeout submittals.1. Project Record Documents: Accurately record the following.

a. Spot elevations for building area subgrade pad.b. Location of existing utilities remaining, re-routed utilities, new utilities by horizontal

dimensions, elevations or inverts, and slope gradients.2. Furnish record drawings and supporting field survey data to the Owner in hardcopy and electronic

(PDF or AutoCAD) format. Elevations and locations must be sufficient to accurately depict thework, and shall be performed under the supervision of a Professional Land Surveyor licensed inthe state of the Project.


A. Qualifications: Earthwork company specializing in performing the Work of this Section with minimum5 years documented experience.

B. Regulatory Requirements: Perform earthwork in accordance with applicable requirements of governingauthorities having jurisdiction.


A. Existing Conditions: Requirements specified in Section 312000.

B. Existing Utilities: Requirements specified in Section 312000.

PART 2 - PRODUCTS

2.1 MATERIALS


( May 2019


A. Stockpiled on-site fill and backfill material specified in Section 312000, tested by Testing Agency/Laboratory and approved by Engineer.

B. Imported off-site fill and backfill material specified in Section 312000, tested by Testing Agency/Laboratory and approved by Engineer.

C. Pipe Bedding Material: Processed sand or crushed stone as indicated on the Drawings and complyingwith the requirements of the Kentucky Department of Highways Standard Specifications for Road andBridge Construction, current edition.

D. Steel Casing Pipe: AWWA C 200, minimum grade B; size and wall thickness as indicated on Drawings.

E. Stabilization Fabrics and Geogrids:1. Tensar TX7 and TX5.

F. Filter/Drainage Fabrics: Conform to the KYDOH Specifications for Type IV filter fabric.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that field measurements, surfaces, and conditions are as required,and ready to receive Work.

B. Report in writing to Engineer prevailing conditions that will adversely affect satisfactory execution ofthe Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected.


3.2 PREPARATION

A. Identify required lines, elevations, levels, contours, grades, and datum necessary to perform earthworkoperations as indicated on Drawings.

B. Verify that survey benchmark and intended elevations for the Work are as indicated on Drawings.

C. Locate, identify, and protect existing utilities to remain and previously installed utilities that may bedamaged by construction operations.1. Notify Engineer, municipality, and utility company immediately of utilities encountered when

not indicated or as depicted on the Drawings.2. Maintain existing utilities, active utilities, and drainage systems in operating condition.3. Comply with utility company requirements and directions of Engineer and utility company

representative to keep utilities in operation.4. Repair damage to utilities as directed by Engineer.

D. Protect plant life, lawns, fences, existing structures, sidewalks, paving and curbs from earthworkoperations, excavating equipment, and vehicular traffic.

E. Protect bench marks, property corners, and other survey monuments from damage or displacement.


( May 2019


Where markers are required to be removed, provide removal and reinstallation by a Professional Land Surveyor licensed in State where project is located.

F. Protect soil subgrades from freezing; undercut frozen soils prior to fill placement.

3.3 EXCAVATION

A. Excavation for filling and grading specified in Section 312000.

B. Excavation for Structures, Roads, and Pavements:1. Excavate subbase for building foundations, access roads, parking area, slabs-on-grade and site

structures to width and depth indicated on Drawings.a. Cut excavation banks vertically.b. Remove rocks, loose soil, and debris from bottom of excavation.c. Overexcavate wet or unsuitable soil from bottom of excavation.d. Provide stable base for concrete reinforcing installation and concrete placement.e. Hand trim to indicated lines and grades just prior to concrete reinforcing installation.

2. Provide protection for workers within trench areas in accordance with local, state, and nationalOccupational Safety and Health requirements and regulations.a. Trenches minimum 4 feet in depth.

3. During excavation, stockpile materials suitable for backfilling away from excavation to preventoverloading, slides, or cave-ins.

4. Remove material encountered in excavating operations that is unsuitable for backfilling,subgrade or foundation purposes as determined by Testing Agency/ Laboratory and Engineer.Dispose of materials off-site in an approved manner in accordance with requirements ofauthorities having jurisdiction.

5. Prevent surface water from flowing into excavations by temporary grading or other approvedmethods.a. Do not allow water to accumulate in excavations.b. Remove accumulated water in excavations.c. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other

dewatering system components required to remove water from excavations.

C. Excavation for Utilities:1. Excavate trench width and depth required for laying pipe, conduit, or cable. Cut trench banks

vertical. Remove stones from bottom of trench as required to avoid point-bearing. Over excavatewet or unstable soil, if encountered, from trench bottom as required to provide suitable base forcontinuous and uniform bedding.

2. During excavation, stockpile materials suitable for backfilling away from trench bank to preventoverloading, slides, or cave-ins.

3. Remove material encountered in trenching operations that is unsuitable for backfilling, subgradeor foundation purposes as determined by Testing Agency/ Laboratory and Engineer. Dispose ofmaterials off-site in an approved manner in accordance with requirements of authorities havingjurisdiction.

4. Prevent surface water from flowing into trenches or other excavations by temporary grading orother approved methods.a. Do not allow water to accumulate in excavations.b. Remove accumulated water in excavations.c. Provide and maintain pumps, well points, sumps, suction and discharge lines and other

dewatering system components required to remove water from excavations.5. Open cut excavation using trenching machine or backhoe. Do not use dirt clods for backfill


( May 2019


created by use of machines other than ladder or wheel-type trenching machines. 6. Grade trench bottom to provide uniform bearing and support for each section of pipe on bedding

material along entire trench length, except where necessary to excavate for bell holes, propersealing of pipe joints, or other required connections. Dig bell holes and depressions for jointsafter trench bottom has been graded. Do not excavate trench deeper, longer, or wider thanrequired to make proper joint connection.

7. Excavate trench width below the top of pipe minimum 12 inches wide and maximum 18 incheswider than outside surface of pipe or conduit installed to elevations and grades indicated onDrawings. Excavate trench width for other pipe, conduit, or cable to least practical widthallowing for proper compaction of trench backfill.

8. Excavate trench depth measured from finished grade or paved surface to the followingrequirements or applicable codes and ordinances:a. Water Mains: 30 inches to top of pipe barrel or 6 inches below frost line established by

local building official, whichever is deeper.b. Electrical Conduits: 42 inches minimum to top of conduit or as required by NFPA 70, or

local utility company requirements, whichever is deeper.c. TV Conduits: 30 inches minimum to top of conduit or as required by local utility

company, whichever is deeper.d. Telecommunication Conduits: 30 inches minimum to top of conduit, or as required by

local utility company, whichever is deeper.e. Gas Mains and Service: 30 inches minimum to top of pipe, or as required by local utility

company, whichever is deeper.9. Provide shoring, sheeting, and bracing, as required, in trenches and other excavations where

protection of construction personnel is required. Sheeting may be removed after sufficientbackfilling to protect against damaging or injurious caving.

D. Excavation for Pavement:1. Excavate roadway and pavement areas to line and grade indicated on Drawings.2. Stockpile excavated material suitable for backfilling on-site.3. Remove excavated materials not required or not suitable for backfill from site.4. Overexcavate areas of pavement subgrade found to contain unsuitable material. Prepare, fill

with suitable material, and compact as specified. Stabilize areas as specified in Section 313200.

3.4 PIPE BEDDING

A. Excavate trenches, for pipe or conduit installed to elevations indicated on Drawings, 6 inches belowbottom of pipe and to width as specified. Place 6 inches of bedding material, compact in bottom oftrench, and shape to conform to lower portion of pipe barrel. After pipe installation, backfill andcompact to top of trench in accordance with Drawing Details.

B. Place geotextile fabric as indicated on Drawings.

3.5 BACKFILLING AND SUBGRADE PREPARATION

A. Backfilling:1. Verify that imported off-site fill and stockpiled on-site fill is tested and approved.2. Verify that foundation perimeter drainage installation is inspected and approved.3. Verify that foundation or below grade structure walls are braced to support surcharge forces

imposed by backfilling operations.4. Verify that backfill areas are free of debris, snow, ice, or water, and that ground surfaces are not

frozen.


( May 2019


B. Prepare building, access road, parking, walks, slabs on grade, athletic field, and other fill areas inaccordance with the subsurface preparation information indicated on the Drawings, as specified herein,and as recommended in the Geotechnical Report. Do not use rock larger than 6 inches for buildingsubgrade fill.

C. Areas Exposed by Excavation or Stripping:1. Scarify areas exposed by excavation or stripping on which building subgrade preparations are to

be performed to minimum 8 inch depth.2. Compact to the minimum optimum density specified below in accordance with ASTM D698

(Standard Proctor) at a moisture content within 2 percent of optimum.a. Building Area: 98 percent b. Site Access/Haul Road: 95 percent c. Parking/Vehicular Use Area: 95 percentd. Sidewalks/Slab on Grade 95 percent e. Athletic Fields 85 percent

3. Proofroll to detect any areas of insufficient compaction by making minimum of 2 completepasses with fully-loaded tandem-axle dump truck in each of two perpendicular directions undersupervision and direction of the Engineer or the Owner’s Special Inspector. Provide a minimum2 days notice to Engineer or Special Inspector prior to scheduling a proofroll.

4. Excavate and recompact areas failing to meet specified requirements.

D. Fill Material Placement – General Requirements:1. Place in 8 inch maximum lifts compacted to the minimum optimum density specified below in

accordance with ASTM D698 (Standard Proctor) at a moisture content within 2 percent ofoptimum.a. Building Area: 98 percent b. Site Access/Haul Road: 95 percent c. Parking/Vehicular Use Area: 95 percentd. Sidewalks/Slab on Grade 95 percent e. Athletic Fields 85 percent

2. Maximum allowable values for plasticity index (PI) and liquid limit (LL) of suitable fill materialsto be used as fill in the specified areas, unless indicated otherwise on Drawings or in theGeotechnical Report:

LOCATION PI LL a. Building area, below upper 4 feet [30] [40]

of proposed subgrade elevationb. Building area, upper 4 feet [20] [30]

of proposed subgrade elevationc. Paving area, below upper 4 feet [30] [40]

of proposed subgrade elevationd. Paving area, upper 4 feet [20] [30]

of proposed subgrade elevatione. Athletic Field, below upper 4 feet [30] [40]

of proposed subgrade elevationf. Athletic Field, upper 4 feet [40] [30]

of proposed subgrade elevation

3. Proofroll to detect any areas of insufficient compaction by making minimum of 2 complete


( May 2019


passes with fully-loaded tandem-axle dump truck in each of two perpendicular directions under supervision and direction of the Engineer or the Owner’s Special Inspector. Provide a minimum 2 days notice to Engineer or Special Inspector prior to scheduling a proofroll.

4. Excavate and recompact areas failing to meet specified requirements.5. Maintain positive surface drainage to prevent water from ponding on surfaces during all earthwork

operations.6. Compact fill surfaces with a rubber-tired or steel-drummed roller to improve surface runoff if

precipitation is expected.7. Demonstrate, to the satisfaction of the Engineer, that material imported from off-site has a

California Bearing Ratio (CBR) value equal to or above the CBR specified as the basis for thepavement design(s) as indicated on the Drawings or in the Geotechnical Report.

E. Compacted Soil Fill Placement:1. Limit fill materials to a Plasticity Index less than 40, a maximum particle size of 6 inches, and

less than 3 percent by weight of fibrous, organic matter.2. Construct compacted fill by spreading suitable soil in maximum 8-inch thick loose lifts.3. Compact fill within structural areas to at least 98 percent of the Standard Proctor maximum dry

density (ASTM D698). Compact backfill or fill within paved areas to at least 95 percent.4. Heavy Compaction equipment shall not operate within 5 feet of below grade walls to avoid

inducing excessive lateral pressure on the walls.5. Maintain the moisture content of the soils to within +/- 2 percentage points of the soils’ optimum

moisture content.6. Perform one in-place density test in every 10,000 square feet for each one-foot-thick fill layer,

with a minimum of two tests per lift.7. Coordinate with the Owner’s Testing Agency/Laboratory to observe, document, and test fill

placement and compaction operations.

F. Fill Slope Construction:1. Permanent, unreinforced fill slopes shall be no steeper than the following slopes.

a. Non-Durable Shale or Soil: 2.5H : 1V b. Durable Shale or Sandstone: 2H : 1V

2. Fill Slopes over 50 feet in height shall be constructed with intermediate benches every 50 verticalfeet to limit the downhill run of surface water and reduce erosion. Construct fill slopes steeperthan the above limits and cut the resulting slope back to the design slope to ensure propercompaction throughout and a more stable slope near the edge.

3. Construct a drainage “blanket” under the toe of fill slopes greater than 40 feet high to provideinternal drainage of the slope face. Drainage blanket shall be a minimum 2-ft thick layer (10 feetwide) of free-draining material.

4. Implement the guidelines for fill construction contained in the Geotechnical Report and theSpecifications.

3.6 MAINTENANCE OF SUBGRADE

A. Verify finished subgrades for elevations indicated on Drawings and specified conditions forconstruction above subgrade.

B. Protect subgrade from excessive wheel loading during construction, including concrete trucks anddump trucks.

C. Remove areas of finished subgrade found to have insufficient compaction density. Replace in a mannerthat will comply with compaction requirements as directed by Engineer. Provide hard, uniform, smooth,


( May 2019


stable surface, true to grade and cross-section after completion of compaction.

D. Place a “lean” concrete mud-mat (building pad) or DGA layer (pavement area) over the bearing soils ifexcavations must remain open overnight of for an extended period of time. Cost to maintain preparedsubgrade areas will be the Contractor’s responsibility.

3.7 BORINGS AND CASINGS UNDER EXISTING ROADS – None for this Project

A. Install street, road, or highway crossings for utility mains by jacking and boring method, except asspecified below, in accordance with requirements of governing authorities having jurisdiction.

B. Approach pits and trenches located within street rights-of-way, shall be located to at a distance frompaving to permit traffic to pass without interference. Tamp backfill for approach pits and trencheswithin rights-of-way in layers not greater than 6 inches thick for entire length and depth of trench or pit.Compact backfill to 98 percent of maximum density at optimum moisture as determined by ASTMD698 (Standard Proctor). Mechanical tampers may be used after cover of 6 inches has been obtainedover top of pipe barrel.

C. Use commercial type boring rig providing hole bored to proper alignment and grade within 2 inches ofsame diameter as largest outside joint diameter of pipe installed. Install pipe in hole immediately afterbore has been made, and in no instance shall hole be left open while unattended.

D. Clean and prime interior and exterior of casing pipe; apply two coats of asphalt in accordance withrequirements of governing authorities having jurisdiction.

E. Butt weld steel casing. Weld using full penetration single butt-welds in accordance with AWWA C206.

F. Install casing and utility pipe with end seals, vent pipe, and other special equipment in accordance withrequirements of governing authorities having jurisdiction.

G. Paving Damage Caused by Contractor Construction Operations:1. Repair paving where cracks occur on either side of line where pipe was installed by removing

damaged paving between cracks, sawcutting paving in a straight line at a point sufficientlybeyond location of cracks for repair, and placing new paving to match existing in areas wherepaving is removed, in accordance with the Drawing details.

2. Make repairs to the satisfaction of paving owner.3. Make repairs at no additional cost to Owner within one year from Date of Substantial

Completion.3.8 OPEN CUT ENCASEMENT

A. Install street, road, or highway crossings for utility mains by open cut methods, in accordance with theDrawing details, applicable project permits, and requirements of governing authorities havingjurisdiction.

B. Casing material and installation shall be as specified in Section 3.7 herein and on the Drawings.C. Backfill trenches and conduct pavement replacement in accordance with the Drawings and Technical

Specifications.


A. Excavation: Notify Testing Agency/ Laboratory and Engineer for visual inspection of bearing surfaces,


( May 2019


48 hours prior to backfilling and other subsequent Work. B. Site Tests:

1. Specified in Section 312000.2. Tests for Building Area Subgrade Pad:

a. Cut Areas: Minimum one compaction test for every 2500 square feet.b. Fill Areas: Minimum one compaction test for every 2500 square feet for each 8 inch lift

measured loose.3. Tests for areas outside building area subgrade pad specified in Section 312000.

C. If tests indicate the Work does not meet specified requirements, remove Work, replace, compact andretest at no additional cost to United States Postal Service.

3.10 PROTECTION

A. Protect all subgrade areas and related earthwork from damage by construction operations and erosion.

B. Prohibit vehicles from entering completed subgrade areas. Vehicles not permitted.

C. Scarify surface, reshape, and compact areas damaged by construction operations or weather erosion.

END OF SECTION

May 2019 EKU Kit Carson Drive Water Line

EROSION AND SEDIMENTATION CONTROLS 312500-1

SECTION 312500 - EROSION AND SEDIMENTATION CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:1. Temporary and permanent erosion control systems.2. Slope protection systems.

B. Related Documents: The Contract Documents apply to the Work of this Section. Additionalrequirements and information necessary to complete the Work of this Section may be found in otherDocuments.

C. Related Sections:1. Section 311100 - Stormwater Pollution Prevention Plan

1.2 SUBMITTALS

A. Procedures for Quality Assurance/Control submittals:1. Material Source: Submit name of material suppliers.2. Provide materials from same source throughout Work. Change of source requires Engineer

approval.


A. Environmental Requirements: Protect adjacent properties and water resources from erosion andsediment damage throughout Work.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Quick Growing Grasses: Wheat, rye, or oats.

B. Fencing for Siltation Control: Indicated on Drawings.

C. Erosion Control Blankets and/or Erosion Control Geotextiles.

D. Temporary Mulches: Loose straw, netting, wood cellulose, or agricultural silage free of seed.

May 2019 EKU Kit Carson Drive Water Line

EROSION AND SEDIMENTATION CONTROLS 312500-2

E. Metal Fence Stakes: Minimum 8 foot length.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are asrequired, and ready to receive Work.

B. Report in writing to Engineer prevailing conditions that will adversely affect satisfactory execution ofthe Work of this Section. Do not proceed with Work until unsatisfactory conditions have beencorrected.

C. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitableconditions encountered at no additional cost to owner.

3.2 PREPARATION

A. Review Stormwater Pollution Prevention Plan (SWPPP).

B. Notify Engineer of deficiencies or changes in Stormwater Pollution Prevention Plan (SWPPP) requiredby current site conditions. Revisions of plan will be made as determined by Engineer.

3.3 EROSION CONTROL AND SLOPE PROTECTION IMPLEMENTATION

A. Engineer may direct Contractor to limit surface area of erodible earth material exposed by clearing andgrubbing, excavation, borrow and embankment operations and may direct Contractor to provideimmediate permanent or temporary pollution control measures.

B. Provide permanent erosion control measures at earliest practical time to minimize requirement fortemporary erosion controls. Permanently seed and mulch cut slopes as excavation proceeds.

C. Maintain temporary erosion control systems installed by Contractor as directed by Engineer to controlsiltation at all times throughout Work. Provide maintenance or additional Work directed by Engineerwithin 48 hours of notification by Engineer.

END OF SECTION


ASPHALT PAVING 321217 - 1

SECTION 321217 - ASPHALT PAVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Asphalt/Bituminous Concrete Pavement for vehicular use areas.1. Asphalt Surface course.2. Asphalt Base course.3. 4” Concrete Course4. Aggregate base course.

B. Related Documents:1. The Contract Documents apply to the Work of this Section. Additional requirements and

information necessary to complete the Work of this Section may be found in otherDocuments.

2. KYDOH Standard Specifications for Road and Bridge Construction; current edition.

C. Related Sections:1. Section 312000 - Earth Moving: Earthwork for Pavement.

1.2 REFERENCES

A. Kentucky Department of Highways (KYDOH):1. KYDOH Standard Specifications for Road and Bridge Construction; current edition.

B. American Association of State Highway and Transportation Officials (AASHTO):1. AASHTO T 88 - Particle Size Analysis of Soils.

1.3 SUBMITTALS

A. Assurance/Control Submittals:1. Design Data:

a. Submit design mix following format required by Kentucky Dept. of Highways;including type/name of mix, gradation analysis, grade of asphalt cement used,flow, effective asphalt content (percent), and direct references to applicable statehighway department specification sections for each material.

b. Provide design mixture listed in current edition of applicable state highwaydepartment specifications. This submittal shall address both the last date the mixwas approved by the KYDOH and the location where the mix was most recentlyused.

c. Use mix designs prepared within 3 years maximum.

2. Qualification Documentation: Paving installer documentation of experience indicatingcompliance with KYTC Prequalification requirements including KYTC Certificate ofEligibility for Asphalt Paving.




A. Perform Work in accordance with KYDOH Standard Specifications for Road and BridgeConstruction; current edition.

B. Installer Qualifications: Company specializing in performing the Work of this Section withminimum 5 years documented experience and compliance with KYTC Prequalificationrequirements

C. KYTC Right-of-Way: All work performed on KYTC Right-of-Way is subject to the authorityof KYTC inspectors, engineers, and other personal in conformance to Section 105 – Control ofWork and related sections in the current edition of the KYDOH Standards Specifications.

D. Regulatory Requirements:1. Conform to applicable requirements for paving work on public property.2. Maintain access for vehicular and pedestrian traffic as required for other construction

activities. Use temporary striping, flagmen, barricades, warning signs, and warning lightsas required.


A. Jobsite Requirements:1. Apply prime and tack coats when ambient temperature is above 50 degrees F, and when

temperature has been above 50 degrees F for 12 hours immediately prior to application.Do not apply when base is wet, contains excess moisture, or during rain.

2. Construct bituminous concrete base course when atmospheric temperature is above 50degrees F.

3. Construct bituminous concrete surface courses only when atmospheric temperature isabove 55 degrees F for 1-1.25” lift of 45 degrees F for 1.5-2” lift.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Base Course: As indicated on Drawings, complying with applicable state highwayspecifications regarding source, quality, gradation, liquid limit, plasticity index and mixproportioning.

B. Asphalt Cement: Complying with applicable state highway specifications.

C. Tack Coat: Emulsified asphalt complying with applicable state highway specifications.

D. Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying withAASHTO M-17/ASTM D 242, if recommended by applicable state highway departmentstandards.



E. Asphalt-Aggregate Mixture: Unless otherwise indicated on Drawings, the Design Mix shallconform to the current edition of the KYDOH publication “Standard Specifications for Roadand Bridge Construction,” current edition, for minimum stability, sieve analysis, and bitumenranges.

2.2 EQUIPMENT

A. Maintain equipment in satisfactory operating condition and correct breakdowns in a manner thatwill not delay or be detrimental to progress of paving operations.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditionsare as required, and ready to for earthwork operations to begin.1. Verify gradients and elevations of base are correct, and base is dry.

B. Report in writing to Engineer prevailing conditions that will adversely affect satisfactoryexecution of the Work of this Section. Do not proceed with Work until unsatisfactory conditionshave been corrected.

C. By beginning Work, Contractor accepts conditions and assumes responsibility for correctingunsuitable conditions encountered at no additional cost to the Owner.

3.2 AGGREGATE BASE COURSE PLACEMENT

A. Perform base course construction in a manner that will drain surface properly at all times and atthe same time prevent runoff from adjacent areas from draining onto base course construction.

B. Compact base material to not less than 98 percent of optimum density as determined by ASTMD 698 or 95 percent of optimum density, as determined by ASTM D 1557, unless otherwiseindicated on the Drawings or by KYTC Standard Specifications.

C. Dense Graded Aggregate Base: Construct to thickness indicated on Drawings. Apply in lifts orlayers not exceeding 6 inches, compacted.

D. Soil Cement Stabilized Base: Construct to thickness and strength as indicated on Drawings andin accordance with applicable state highway specifications. If not indicated on the Drawings,the minimum compressive strength shall be 500 pounds per square inch, tested at 28 days.

3.3 APPLICATIONS

A. Tack Coat:



1. Apply to contact surfaces of previously constructed bituminous concrete base courses orPortland cement concrete and surfaces abutting or projecting into bituminous concrete orinto bituminous concrete pavement.

2. Tack Coat shall not apply if the previously constructed course was placed within 10 daysand kept free of traffic and clean, unless otherwise directed by the Engineer.

3. Apply emulsified asphalt tack coat in accordance with applicable state highwayspecifications.

4. Apply at minimum rate of 0.05 gallon per square yard (0.4 lb. per SY) of surface, unlessotherwise specified on the Drawings.

5. Allow to dry until at proper condition to receive paving.

3.4 BITUMINOUS CONCRETE PLACEMENT

A. Place bituminous concrete mixture on completed compacted subgrade surface, spread, andstrike off. Spread mixture at the minimum temperatures specified in the KYTC StandardSpecifications, unless otherwise authorized by the Engineer.

B. Asphalt pavement shall not be placed between November 30 and April 1 without writtenapproval of the Engineer. For pavement on KDOH Right-of-Way, written permission must alsobe obtained from the authorized KYTC representative. Contractor shall make a written requestfor paving within this time frame to the Engineer at least 30 days prior to anticipated pavingwork.

C. Joints: Make joints between old and new pavements, or between successive days and work in amanner that will provide a continuous bond between adjoining work. Construction joints shallhave same texture, density, and smoothness as other sections of bituminous concrete course.Clean contact surfaces of all joints and apply tack coat.

3.5 ROLLING AND COMPACTION

A. The mixture, after being spread, shall be thoroughly compacted by rolling as soon as it will bearthe weight of the rollers without undue displacement. The number, weight, and types of rollersand sequences of rolling operations shall be such that the required density and surface areconsistently attained while the mixture is in a workable condition.

B. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible torollers.

C. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling ofjoints and outside edge. Check surface after breakdown rolling, and repair displaced areas byloosening and filling with hot material.

D. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continuesecond rolling until mixture has been thoroughly compacted.

E. Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of rollermarks. Continue rolling until roller marks are eliminated and course has attained maximumdensity.



F. Patching: Remove and replace paving areas mixed with foreign materials and defective areas.Cut out such areas and fill with fresh, hot bituminous concrete. Compact by rolling to maximumsurface density and smoothness.

G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooledand hardened. Erect barricades to protect paving from traffic until mixture has cooled enoughnot to become marked.

3.6 CONSTRUCTION

A. Site Tolerances:1. Paving Surface Smoothness: Maximum allowable 10 foot straightedge tolerance for

smoothness.a. Base Course Surface: 1/4 inch.b. Wearing Surface Course: 3/16 inch.


A. Site Tests:1. Paving Base Course: Perform testing of in-place base courses for compliance with

requirements for thickness, compaction, density, and tolerance.a. Test each source of base material for compliance with applicable state highway

specifications.2. Asphalt Concrete Paving: Perform testing of in-place asphalt concrete paving courses for

compliance with requirements for thickness, compaction, and surface smoothness.a. Thickness: ASTM D 3549; Thickness shall not be less than thickness specified on

Drawings.b. Surface Smoothness: Testing shall be performed on the finished surface of each

asphalt paving course using 10 foot straightedge applied parallel with, and at rightangles to centerline of paved areas. Smoothness shall not be less than tolerancesspecified herein.

3. Compaction: Field density test for in place materials shall be performed by examinationof field cores in accordance with one of the following standards:a. Bulk Specific Gravity of Paraffin-Coated Specimens: ASTM D 1188, minimum

one core per 20,000 square feet.1) Standard Duty Areas: Minimum 3 cores.2) Heavy Duty Areas: Minimum 3 cores.

b. Bulk Specific Gravity Using Saturated Surface-Dry Specimens: ASTM D 2726,minimum one core per 20,000 square feet.1) Standard Duty Areas: Minimum 3 cores.2) Heavy Duty Areas: Minimum 3 cores.

END OF SECTION


Concrete Paving 321313 - 1

SECTION 321313 - CONCRETE PAVING

PART 1 - GENERAL

1.1 SUMMARY A. Section Includes:

1. Exterior Concrete Pavement, aprons and foundation slabs.2. Concrete walks and terraces.3. Concrete curbs and gutters.4. Concrete drainage ditches and flumes.

B. Related Documents: The Contract Documents apply to the Work of this Section. Additionalrequirements and information necessary to complete the Work of this Section may be found in otherdocuments.

C. Related Sections:1. Section 312000 - Earth Moving: Earthwork for pavement.2. Section 321216 - Asphalt Paving.

1.2 REFERENCES

A. American Concrete Institute (ACI):1. ACI 301 - Specifications for Structural Concrete.2. ACI 308 - Standard Practice for Curing Concrete.

B. American society for Testing and Materials (ASTM):1. ASTM A 185 - Specification for Steel Welded Wire, Fabric, Plain, for Concrete Reinforcement.2. ASTM A 615 - Specification for Deformed and Plain Billet-Steel Bars for Concrete

Reinforcement.3. ASTM C 494 - Standard Specification for Chemical Admixtures for Concrete.4. ASTM C 618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan

for Use as a Mineral Admixture in Concrete.5. ASTM D 1751 - Specification for Preformed Expansion Joint Fillers for Concrete Paving and

Structural Construction (Nonextruding and Resilient Bituminous Types).

1.3 SUBMITTALS

A. Procedures for submittals.1. Product Data: Submit product data for the following:

a. Joint filler.b. Joint sealant.c. Concrete admixtures.d. Concrete curing compounds.

2. Assurance/Control Submittals:a. Concrete Mix Design: Submit three copies of each proposed mix design for each class of

concrete in accordance with ACI 301, Sections 3.9 "Proportioning on the basis of previousfield experience or trial mixture", or 3.10 "Proportioning based on empirical data".



Submit separate mix design for concrete to be placed by pumping, in addition to the mix design for concrete to be placed directly from the truck chute.

b. Include the following information in concrete mix design:1) Proportions of cement, fine and coarse aggregate, and water.2) Water-cement ratio, 28-day compressive design strength, slump, and air content.3) Type of cement and aggregate.4) Aggregate gradation.5) Type and dosage of admixtures.6) Special requirements for pumping.7) Range of ambient temperature and humidity for which design is valid.8) Special characteristics of mix which require precautions in mixing, placing, or

finishing techniques to achieve finished product specified.


A. Perform work in accordance with ACI 301.

B. Conform to ACI 305R when mixing and placing concrete during hot weather.

C. Conform to ACI 306R when mixing and placing concrete during cold weather.

D. Regulatory Requirements:1. Conform to applicable requirements for paving work on public property.2. Contractor shall maintain access for vehicular and pedestrian traffic as required for other

construction activities. Utilize temporary striping, flagmen, barricades, warning signs, andwarning lights as required.

PART 2 - PRODUCTS

2.1 FORM AND REINFORCING MATERIAL

A. Forms: Steel, wood, or other suitable material of size and strength to resist movement during concreteplacement and to retain horizontal and vertical alignment until removal. Use straight forms, free ofdistortion and defects. Use flexible spring steel forms or laminated boards to form radius bends asrequired.1. APA Exterior Plyform BB with a medium density, smooth, hard, fused resin fiber overlay, or

metal forms.2. Form Oil: Coat forms with nonstaining type coating that will not discolor or deface surface of

concrete. Subject to compliance with requirements, manufacturers offering specified itemswhich may be incorporated in the work include the following.a. "Eucoslip" - Euclid Chemical Co., Cleveland, OH (800) 321-7628.b. "Form Coating" - Nox-Crete Chemicals, Omaha, NE (800) 669-2738.c. Substitutions: Under provisions of Section 016000.

B. Curb, Curb and Gutter Forms: Use flexible spring-steel forms or laminated boards to form radiusbends. Tolerance: Not to deviate more than 1/4 inch in 10 feet in grade and alignment.

C. Reinforcing:



1. Welded Wire Mesh: Welded plain cold-drawn steel wire fabric, ASTM A 185. Furnish in flat sheets, not rolls, unless otherwise acceptable to Owner.

2. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 60. 3. Fiber reinforced concrete mixtures having the same strength or exceeding as specified for

concrete mixes, as verified by Manufacturer’s testing laboratory procedures, shall be considered as an alternate for welded wire mesh in exterior flat work, curbs and sidewalks.

D. Reinforcing Accessories:

1. Reinforcing Accessories: Subject to compliance with requirements, manufacturers offering specified items which may be incorporated in the work include the following. a. Dayton Superior Corp., Miamisburg, OH (800) 745-3700. b. Heckmann Building Products, Inc., Chicago, IL (800) 621-4140. c. Hohmann & Barnard, Inc., Hauppauge, NY (800) 645-0616. d. Richmond Screw Anchor Co., Inc., Ft. Worth, TX (817) 284-4981.

2. Conform to Concrete Reinforcing Steel Institute Manual of Standard Practice. Include spacers and chairs with plastic tipped legs, ties and other devices necessary for properly assembling, placing, spacing and supporting forms and reinforcement in place.

2.2 CONCRETE MATERIALS

A. Comply with requirements of applicable Section 033000 for concrete materials, admixtures, bonding

materials, curing materials, surface sealers and others as required.

B. Cement: 1. Portland Cement: ASTM C150 Type 1. 2. High-early Strength Portland Cement: ASTM C150, Type III.

C. Aggregates: ASTM C33.

1. Fine aggregate shall be natural sand, or sand prepared from stone or gravel. Grains shall; be clean, hard, durable, uncoated and free from silt, loam and clay.

2. Coarse Aggregates: Crushed stone, gravel, or other approved inert materials of similar characteristics, or combinations thereof, having hard, strong, durable pieces free from adherent coatings. Maximum size of pieces shall be 3/4" to #4 except for footings, which may be 1-1/2". The maximum size of aggregate may also be not larger than one fifth of the narrowest dimension between forms, nor larger than three fourths of the minimum clear spacing between reinforcing bars.

D. Water: Clean and free from injurious amounts of oil, acids, salts, organic or other deleterious matter.

E. Air Entrainment: ASTM C260.

1. Use air-entrained concrete for exterior exposed concrete including walls, walks, paving, etc. where minimum daily temperatures are expected below 38 degrees F during pouring or subsequent 38 day curing period.

2. Proportion air-entraining concrete to attain minimum 28-day compressive strength specified. 3. Total Air Entrainment in Concrete: Not less than four percent nor more than six percent volume

of concrete.

F. Admixtures: 1. May be used at contractors option to provide workability at low slumps, increased compressive

strength, retardation or acceleration of the concrete.



2. Chemical Admixtures: ASTM C494. Mineral Admixtures: ASTM C618.3. The cement factor shall not be reduced and changes shall be made in the other mix proportions to

ensure the minimum strength requirements.4. Use of admixtures approved in writing by Architect. No additional expense to the Owner will be

allowed.5. No calcium chloride shall be used.6. Before any admixture is accepted for use, the Contractor shall submit certified laboratory reports

on each additive material to the architectural consultant. The report shall show the following:a. Confirmation of compliance with the applicable ASTM Standard.b. Evaluation of the effects of the admixture on the properties of the concrete to be made on

the job, including consideration of the anticipated ambient conditions on the job, andproposed construction procedures.

c. Determination of within-lot uniformity of product proposed for use.

2.3 CONCRETE MIXES

A. Concrete Proportions:1. Concrete shall be homogenous, and when hardened, shall have the required strength, resistance

to deterioration, durability, water tightness and the properties as specified.2. Minimum concrete strength at 28 days shall be;

a. 3,500 psi for curbs, gutters, flumes, and paved ditches.b. 4,000 psi for concrete pavement and pads, walks, steps, terraces, and all other site

concrete.c. Where strength specified differs between the Drawings and Specifications, the higher

strength shall apply.3. Slump of concrete:

a. Pavement: 2-1/2 inch minimum to 4 inch maximum.b. Ramps and sloping surfaces: Not more than 3 inches.

B. Ready-Mix Concrete:1. Ready-mix concrete shall conform to ASTM C94. The mixing agitation shall begin within 30

minutes, and the concrete shall be discharged from the truck within one hour after the water hasbeen added to the concrete mix.

2. Delivery tickets are to accompany each concrete truck and shall be kept in the jobsuperintendent's file. Delivery tickets must indicate the following information or be subject torejection:a. Name of project.b. Supplier of concrete.c. Truck identity and ticket serial number.d. Date of delivery.e. Brand of cement.f. Cement content.g. Strength classification.h. Batching time.i. Point of deposit.j. Total amount of water.k. Weight of aggregate.l. Daily temperature.m. Number of cubic yards in load.n. Admixture content.



o. Name of Contractor.p. Name of driver.q. Time loaded and first mixing of concrete.r. Reading of revolution counter.

3. Quantity of water used for each batch shall be accurately measured.

2.4 JOINT MATERIALS

A. Sealed expansion and contraction joints: Filler of nonbituminous rubber or cork conforming to ASTMD1752.

B. Non-sealed joints:1. Non-sealed Joints: Subject to compliance with requirements, manufacturers offering specified

items which may be incorporated in the work include the following.a. "Flexcell" - Celotex Corp., Tampa, FL (813) 873-1700.b. "Seal Tight Fiber Expansion Joint" - W.R. Meadows, Inc., Hampshire, IL (800) 342-5976.

2. Filler premolded bituminous type conforming to ASTM D1751.

C. Noncompressive Filler:1. Noncompressive Filler: Subject to compliance with requirements, manufacturers offering

specified items which may be incorporated in the work include the following.a. "Styrofoam SM" - Dow Chemical Co., Midland, MI (517) 636-0754.b. "Foamular" - Owens Corning, Toledo, OH (800) 828-7155.

2. 2 inch or 1 inch thick sheets.

D. Compressive Filler:1. Compressive Filler: Subject to compliance with requirements, manufacturers offering specified

items which may be incorporated in the work include the following.a. "Ethafoam" - Dow Chemical Co., Midland, MI (800) 322-8723.b. "Rodofoam No. 423" - Sternson Group, Brampton, ON (800) 265-8417.

2. 2 inch or 1 inch thick sheets, compression modulus within the range of 15 to 25 pounds persquare inch per inch.

E. Filler Adhesive for Noncompressive Filler and Compressive Filler:1. Filler Adhesive: Subject to compliance with requirements, manufacturers offering specified

items which may be incorporated in the work include the following.a. "General Purpose Mastic No. 11" - Dow Chemical Co., Midland, MI (800) 322-8723.b. "Rodofast" - Sternson Group, Brampton, ON (800) 265-8417.

F. Slab-on-grade Construction Joints: Provide a full slab depth 24 gauge metal preshaped key,approximate depth of key to be 1/4 slab thickness and a key width of about 1/10 slab thickness.

G. Joint Sealants: ASTM C920. Non-priming, pourable, self-leveling polyurethane. Subject tocompliance with project requirements manufacturers offering joint sealants which may be incorporatedin the Work include, but are not limited to the following:1. Sonolastic Paving Joint Sealant, by Sonneborn, Shakopee, MN (800) 433-9517.2. Sonomeric CT 1 Sealant, by Sonneborn, Shakopee, MN (800) 433-9517.3. Sonomeric CT 2 Sealant, by Sonneborn, Shakopee, MN (800) 433-9517.4. Vulkem 45, by Mameco, Cleveland, OH (800) 321-6412.5. Chem-Caulk, by Bostik, Middleton, MA (800) 726-7845.



6. "THC-900" - Tremco, Beachwood, OH (800) 562-2728.

2.5 CURING MATERIALS

A. Sealers:1. Sealers: Subject to compliance with requirements, manufacturers offering specified items which

may be incorporated in the work include the following.a. "Polyseal" - W.R. Meadows, Inc., Hampshire, IL (800) 342-5976.b. "Kure-N-Seal" - Sonneborn, Shakopee, MN (800) 433-9517.c. "Cure-Hard" - W.R. Meadows, Inc., Elgin, IL (312) 683-4500.

2. ASTM C156 and ASTM C309, Type I. Material shall become integral part of concrete and leaveslab free of residue or film.

B. Membrane: Opaque-white polyethylene sheet, 0.006 inch thick, meeting requirements of ASTM C171.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are asrequired, and ready to for earthwork operations to begin.1. Verify gradients and elevations of base are correct, and base is dry.

B. Report in writing to Engineer prevailing conditions that will adversely affect satisfactory execution ofthe Work of this Section. Do not proceed with Work until unsatisfactory conditions have beencorrected.


3.2 SUBGRADE PREPARATION

A. Conform with the requirements specified in Section 312000.

B. Thoroughly wet subgrade and then compact with two passes of a 500 pound roller.

C. Pumping: Where concrete paving or sidewalks, and curbs are to be placed, yielding material deflectingmore than 1/2 inch under a 500 lb. roller shall be removed to a depth of not less than 4 inches belowsubgrade elevation and replaced with an approved granular material which shall then be compacted asdescribed above.

D. The subgrade shall be in a moist condition when the concrete is placed. In cold weather the subgradeshall be prepared and protected so as to provide a subgrade free from frost when the concrete isdeposited.

3.3 FORM CONSTRUCTION



A. Comply with the requirements of Section 033000. Install sufficient quantity of forms to allowcontinuous progress of the work and so that forms can remain in place at least 24 hours after concreteplacement.

B. Check complete formwork for grade and alignment to the following tolerances:1. Top of form: Not more than 1/8 inch in 10 feet.2. Vertical face: Longitudinal axis not more than 1/4 inch in 10 feet.

3.4 PLACING REINFORCEMENT

A. Support reinforcing and wire securely together to prevent displacement by construction loads andtraffic, or the placing of concrete. For slabs on grade, supporting pieces of concrete blocks or bricksmay be used.

B. Place wire mesh reinforcing two inches above bottom of slab unless otherwise indicated.

C. Reinforcement shall be kept clean from oil, dirt and loose mill scale or other coatings which mightdestroy the concrete bond. Remove tags and markings prior to concrete placement.

D. Do not place concrete until reinforcement has been inspected and approved by local authorities, ifrequired.

3.5 CONCRETE PLACEMENT AND FINISHING

A. Tamp and consolidate concrete with a suitable wood or metal tamping bar and the surface shall befinished to grade with a wood float.

B. Finished surfaces shall not vary more than 3/16 inch from the testing edge of a 10 foot straightedge.

C. Curb Expansion Joints: Fill joints with 1/2 inch thick joint filler strips conforming to ASTM D1751 orASTM D1752.

D. Contraction Joints: Divide the surface of paving, walks and terraces into rectangular areas not toexceed 5 feet 0 inches each way, according to the size and patterns shown on the Drawings and Details.1. Cut a groove in the top portion of the slab to a depth of at least one-fourth of the slab thickness

using a jointer or by sawing a groove in the hardened concrete with a power-driven saw.2. Membrane-cured surface damaged during the sawing operations shall be resprayed as soon as the

surface becomes dry.3. Sawed contraction joints shall not be permitted without written permission from the Engineer.

E. Slab Finishes: ACI 301, paragraph 11.7 and as follows:1. Broom Finish: On stair treads with abrasive nosings and on walks, unless other finishes have

been indicated or specified.2. Broom or Belt Finish: On level walks. Broom in direction perpendicular to travel and approved

sample panel. Submit joint pattern layout prior to starting work.



3.6 TOLERANCES

A. Horizontal slabs: Finished surfaces true with no deviation in excess of 1/8 inch when tested with a 10foot straightedge, non-accumulative. No coarse aggregate showing.

B. Accessible Ramps and Sidewalks: Regardless of the tolerances indicated herein, accessible slopes shallcomply with ADA requirements for maximum slope. Slopes indicated on the Drawings may representthe maximum slope allowable.

C. Steps:1. Variation in steps within a flight of stairs:

a. Rise: 1/8 inch.b. Tread: 1/4 inch.

2. Variation in consecutive steps:a. Rise: 1/16 inch.b. Tread: 1/8 inch.

3.7 EXPANSION JOINTS

A. Install transverse expansion joints at returns and 15 feet on center.

B. Install longitudinal expansion joints where curbs and paved areas abut each other, buildings, otherconcrete slabs and pads or vertical restraints.

C. Place joint filler with top edge 1/4 inch below the surface and shall be held in place with steel pins orother devices to prevent warping of the filler during floating and finishing.

D. Immediately after finishing operations are completed, round joint edges with edging tool having aradius of 1/8 inch. Remove concrete over the joint filler.

E. At the end of the curing period, clean and fill expansion joints with joint sealer. Fill joints flush withconcrete surface. Dummy groove joints shall not be sealed.

3.8 CURING

A. Immediately after the finishing operations, the exposed concrete surface shall be cured for 7 days by themat, impervious sheet, or membrane-curing method.

3.9 BACKFILLING

A. After curing, remove debris and backfill the adjoining areas, grade and compact to conform to thesurrounding area in accordance with the lines and grades indicated.



3.10 PROTECTION

A. Protect the completed work from damage. Repair damaged concrete and clean concrete discoloredduring construction. Remove work that is damaged and reconstruct to entire length between regularlyscheduled joints. Refinishing damaged portion is not acceptable.

B. Prevent cars and trucks from driving on new pavement for a minimum of 14 days.

END OF SECTION 321313

Bid Number: EKU 103-19 Project: Kit Carson Drive Water Line

Project Drawings

KIT CARSON

MA

DIS

ON

D

R.

WALTERS HALL

NORTH HALL

7

TB

9

5

8"

8

4

12"Ø

EX. 6"

EX. FH

6

5

8"

EX. FH

TB

9

EX. 6"

4

12"Ø

3

EX. 6"

EX. 6"

8

6"

EX. 12" WL

1

2

TB

9

DR

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IN

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C101

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080' 160'

Scale: 1" = 80'-0"

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SHEET NOTES:

PROVIDE NEW 12” PIPING TEES FOR ALL PIPING

CONNECTIONS AT THIS POINT. IT IS ASSUMED THE

EXISTING 12” TEES INTO TWO 6” LINES AT THIS

POINT. REMOVE BOTH 6” LINE CONNECTIONS AND

REPLACE WITH NEW 12” LINE AND UNDERGROUND

VALVE TO WALTERS HALL, AND 12” LINE AND

UNDERGROUND VALVE TO LINE GOING.

PROVIDE TRANSITION FROM NEW 12” TO EXISTING 6”

LINE AT THIS LOCATION.

EXISTING MAPS INDICATE AN EXISTING 6” WATER

LINE SHOWN DASHED ALONG THIS ROUTE. IF IT

DOES NOT FEED ANYTHING DOWNLINE OF THE NEW

12” CONNECTION IT SHALL BE REMOVED AND THIS

LINE LAIN IN SAME TRENCH. IF THE 6” LINE FEEDS

EXISTING SYSTEMS CONTACT THE ENGINEER FOR

RECONNECTION TO NEW 12" LINE.

PROVIDE 12” UNDERGROUND WATER MAIN AS

INDICATED ALONG THE UPPER LANE OF THE STREET

TO LOCATIONS INDICATED. REFER TO DETAILS AND

SPECIFICATIONS FOR INSTALLATION

REQUIREMENTS.

PROVIDE 8” PIPE CROSSING AND U.G. VALVE AND

WET TAP INTO EXISTING 6” LINE NEAR FIRE

HYDRANT.

APPROXIMATE LOCATION OF EXISTING 6” WATER

LINE - LINE SHALL REMAIN OPERATIONAL

PROVIDE 12” X 8”X 12” TEE ON DOWNSTREAM OF 12”

PROVIDE UG VALVE AND CAP FOR FUTURE

EXTENSION.

PROVIDE TRAFFIC BARRIERS AND PROVIDE TRAFFIC

CONTROL USING FLAGGERS DURING

CONSTRUCTION. AT END OF PROGRESS FOR THE

DAY, ROAD SHALL BE DRIVABLE WITH TEMPORARY

DGA UNTIL WORK RESUMES THE NEXT DAY.

PROVIDE THRUST BLOCKING AT EACH LOCATION

MARKED TB. SEE DETAIL.

1

2

3

4

5

6

7

8

9

4'-0"±

2'-0" 1'-0"

2'-6

"

VA

RIE

SV

AR

IE

S

2"

SCREW JACK WITH LIFTING

CAPACITY OF 20 TONS SHALL

BE DUFF-NORTON JACK NO.

2X8 OR EQUAL

CAP WITH

1"Ø STL. PL.

CLASS "A" CONCRETE

ENCASEMENT

NO JOINT ALLOWED

IN THIS SECTION

TAPPING

SLEEVE

EXISTING

PIPE

#5@ 12"

3-#5 TOP

& BOT.

AT LOCATION SELECTED

BY THE ENGINEER CUT

& REMOVE ONE 18 FT.

SECTION OF ABANDONED

PIPE

NOTE

CUTTING & REMOVAL OF

ONE 18 FT. SECTION OF

ABANDONED PIPE SHALL

BE INCLUDED IN UNIT

PRICE BID FOR CUTTING,

PLUGGING, & BLOCKING

THE PIPE.

CLASS 4000 CONCRETE

THRUST BLOCK

I-BEAM

W8X17#

UNDISTURBED

EARTH

NOTES

THRUST BLOCK SHALL BE

4'-0" HIGH & CENTERED ABOUT

THE EXISTING PIPE.

STANDARD THRUST BLOCKING FOR TEES

SHALL BE USED ON THE TAPPING SLEEVE.

RETAINER GLAND

TYPICAL DETAIL

CUTTING & BLOCKING AT TAP INTO EXISTING LINE

NOT TO SCALE

FINISH GRADE

CONC.

BLOCK PIER

THRUST BLOCK

SAME AS INDICATED

FOR 6" TEE OR END

WATER MAIN

ADJUSTABLE VALVE

BOX SHALL NOT

REST ON VALVE

GATE VALVE

SHUT OFF VALVE

AND BOX

CAP

UNDERGROUND VALVE AND

THRUST BLOCK DETAIL

NOT TO SCALE

NOT TO SCALE

BITUMINOUS REPAIR SURFACING

DENSE GRADE AGGREGATE

#57 STONE

12" 12"

X

VA

RIE

S

SAWED EDGES

6" CONCRETE

SUBSLAB

TAC COAT SS-1

(0.1 GAL/YD²)

FINAL GRADE 1 1/2" ASPHALT

SURFACE CLASS 1 0.38D PG64-22

NEW PIPE

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DIVISION OF FACILITIES SERVICES

CAPITAL CONSTRUCTION AND

PROJECT ADMINISTRATION

Newman Nieman Daukas

CONSULTING ENGINEERING | PLANNING

1204 WINCHESTER ROADSUITE 200

LEXINGTON, KY 40505

T: 859.303.5708WWW.N3DGROUP.COM

PROJECT LOCATION

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