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Home My WebLink About218-26 RESOLUTION Page 1 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 218-26 File Number: 2026-3074 A RESOLUTION TO AWARD BID 26-47 AND AUTHORIZE A CONTRACT WITH MAGUIRE IRON, INC. IN THE AMOUNT OF $356,000.00 FOR PAINTING AND REHABILITATION OF THE GOSHEN GROUND WATER STORAGE TANK, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $35,600.00 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid 26-47 and authorizes a contract with Maguire Iron, Inc. in the amount of $356,000.00 for painting and rehabilitation of the Goshen Ground Water Storage Tank, and further approves a project contingency in the amount of $35,600.00. PASSED and APPROVED on October 6, 2026 Approved: _______________________________ Molly Rawn, Mayor Attest: _______________________________ Kara Paxton, City Clerk Treasurer Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Mailing address: 113 W. Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov CITY COUNCIL MEMO 2026-3074 MEETING OF OCTOBER 6, 2026 TO: Mayor Rawn and City Council THROUGH: Jennifer Walker, Chief of Staff FROM: Tim Nyander, Utilities Director SUBJECT: Bid 26-47 Maguire Iron, Inc. - Goshen Water Storage Tank Improvements RECOMMENDATION: Staff recommends awarding Bid 26-47 and approving a construction contract with Maguire Iron, Inc. in the amount of $356,000 for painting and rehabilitation of the 300 thousand gallon Goshen Ground Water Storage Tank, and approval of a project contingency in the amount of $35,600.00. BACKGROUND: On Thursday, August 13, 2026, the City of Fayetteville accepted sealed competitive bids for this project. Maguire Iron, Inc submitted the lowest bid. All bids are shown here: Maguire Iron, Inc. $356,000.00 Dixie Painting & Sandblasting, Inc. $359,675.00 Kimery Painting, Inc. $408,755.00 Viking Painting, LLC $472,255.00 JL Bryson, Inc. $668,339.00 DISCUSSION: This project will remove and replace the exterior and interior coatings on the 300 thousand gallon Goshen Water Tank. While the coatings are removed, upgrades to safety climbing systems will be made to align with modern standards. At the same time, the outdated mechanical exterior tank volume indicator will be removed. BUDGET/STAFF IMPACT: Funds are available for this project in the Water Tank Rehabilitation account. ATTACHMENTS: 3. Staff Review Form, 4. Bid 26-47 Engineer Recommendation, 5. Bid 26-47 Bid Tabulation, 6. Bid 26-47, Submittal - Maguire Iron, Inc. - E, 7. Bid 26-47 Agreement, 8. Bid 26-47, FILE #01 - Project Manual, 9. Bid 26-47, FILE #02 - Plans, 10. Bid 26-47, FILE #03 - Addendum 1, 11. Bid 26-47, FILE #04 - Addendum 2 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Page 1 City of Fayetteville, Arkansas Legislation Text 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 File #: 2026-3074 A RESOLUTION TO AWARD BID 26-47 AND AUTHORIZE A CONTRACT WITH MAGUIRE IRON, INC. IN THE AMOUNT OF $356,000.00 FOR PAINTING AND REHABILITATION OF THE GOSHEN GROUND WATER STORAGE TANK, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $35,600.00 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid 26-47 and authorizes a contract with Maguire Iron, Inc. in the amount of $356,000.00 for painting and rehabilitation of the Goshen Ground Water Storage Tank, and further approves a project contingency in the amount of $35,600.00. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville Staff Review Form 2026-3074 Item ID 10/6/2026 City Council Meeting Date - Agenda Item Only N/A for Non-Agenda Item Tim Nyander 9/10/2026 WATER SEWER (720) Submitted By Submitted Date Division / Department Action Recommendation: Staff recommends awarding Bid 26-47 and approving a construction contract with Maguire Iron, Inc. in the amount of $356,000.00 for painting and rehabilitation of the Goshen Water Storage Tank, and approval of a project contingency in the amount of $35,600.00. Budget Impact: 5400.720.5600-5808.00 Water & Sewer Account Number Fund 14010.1 Water Tank Improvements Project Number Project Title Budgeted Item?Yes Total Amended Budget $1,235,005.00 Expenses (Actual+Encum)$115,490.91 Available Budget $1,119,514.09 Does item have a direct cost?Yes Item Cost $391,600.00 Is a Budget Amendment attached?No Budget Amendment $- Remaining Budget $727,914.09 Purchase Order Number:Previous Ordinance or Resolution # Change Order Number:Approval Date: Original Contract Number: Comments: Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Line # Description QTY UOM Unit Extended Unit Extended Unit Extended Unit Extended Unit Extended 1 Mobilization 1 LS $12,000.00 $12,000.00 $12,000.00 $12,000.00 $4,000.00 $4,000.00 $9,800.00 $9,800.00 $12,420.00 $12,420.00 2 Bonds & Insurance 1 LS $3,000.00 $3,000.00 $4,000.00 $4,000.00 $6,000.00 $6,000.00 $6,900.00 $6,900.00 $20,000.00 $20,000.00 3 Furnish all work, materials, equipment, and labor for the cleaning and recoating of the interior of the existing 300,000 gallon, welded steel, ground storage tank with final disinfection and ready for normal service 1 LS $100,000.00 $100,000.00 $150,000.00 $150,000.00 $102,600.00 $102,600.00 $150,500.00 $150,500.00 $310,285.00 $310,285.00 4 Furnish all work, materials, equipment, and labor for the cleaning and recoating of the exterior of the existing 300,000 gallon, welded steel, ground storage tank 1 LS $92,000.00 $92,000.00 $96,575.00 $96,575.00 $144,240.00 $144,240.00 $148,500.00 $148,500.00 $146,550.00 $146,550.00 5 Install Hydrodynamic Tank Mixing System 1 LS $7,500.00 $7,500.00 $12,750.00 $12,750.00 $9,000.00 $9,000.00 $10,200.00 $10,200.00 $8,300.00 $8,300.00 6 Furnish and Install 12" Stainless Steel Roof Vent with Cap and Screen 3 EA $6,500.00 $19,500.00 $7,100.00 $21,300.00 $4,200.00 $12,600.00 $8,900.00 $26,700.00 $6,730.00 $20,190.00 7 Remove and Replace 18" Stainless Steel Roof Vent Cap and Screen 1 EA $6,500.00 $6,500.00 $7,200.00 $7,200.00 $5,400.00 $5,400.00 $5,500.00 $5,500.00 $12,330.00 $12,330.00 8 Furnish and Install Interior Sump 2 EA $10,000.00 $20,000.00 $1,500.00 $3,000.00 $9,000.00 $18,000.00 $3,600.00 $7,200.00 $4,530.00 $9,060.00 9 Remove and Replace Floor Plate Samples 2 EA $500.00 $1,000.00 $1,000.00 $2,000.00 $2,400.00 $4,800.00 $3,200.00 $6,400.00 $2,533.00 $5,066.00 10 Remove and Install Ladder, Ladder Platform, and Climb Protection Device 1 EA $7,500.00 $7,500.00 $10,500.00 $10,500.00 $25,800.00 $25,800.00 $11,700.00 $11,700.00 $20,100.00 $20,100.00 11 Furnish and Install Fall Protection Systems 1 LS $2,500.00 $2,500.00 $2,600.00 $2,600.00 $8,400.00 $8,400.00 $8,700.00 $8,700.00 $6,580.00 $6,580.00 12 Remove and Replace Existing Manway with 30-inch Manway 2 EA $10,000.00 $20,000.00 $5,200.00 $10,400.00 $7,800.00 $15,600.00 $12,500.00 $25,000.00 $6,058.00 $12,116.00 13 Furnish and Install Steel Handrail 127 LF $350.00 $44,450.00 $100.00 $12,700.00 $205.00 $26,035.00 $265.00 $33,655.00 $377.00 $47,879.00 14 Remove Target Level Indicator 1 EA $4,500.00 $4,500.00 $1,650.00 $1,650.00 $2,400.00 $2,400.00 $2,700.00 $2,700.00 $1,450.00 $1,450.00 15 Remove SCADA Antenna 1 LS $3,000.00 $3,000.00 $500.00 $500.00 $1,440.00 $1,440.00 $2,400.00 $2,400.00 $9,604.00 $9,604.00 16 Furnish and Install Adjustable Pipe Supports on Tank Overflow Pipe 2 EA $2,500.00 $5,000.00 $1,000.00 $2,000.00 $3,900.00 $7,800.00 $2,550.00 $5,100.00 $2,900.00 $5,800.00 17 Clean and Recoat Existing Fire Hydrant 1 EA $500.00 $500.00 $1,000.00 $1,000.00 $1,440.00 $1,440.00 $2,500.00 $2,500.00 $7,250.00 $7,250.00 18 Site Restoration 1 LS $1,650.00 $1,650.00 $3,500.00 $3,500.00 $4,800.00 $4,800.00 $4,600.00 $4,600.00 $7,582.00 $7,582.00 19 Tree Removal 1 LS $5,400.00 $5,400.00 $6,000.00 $6,000.00 $8,400.00 $8,400.00 $4,200.00 $4,200.00 $5,777.00 $5,777.00 Certification of Funds: $650,000 ($812,500 maximum allowed) Deadline: Thursday, August 13, 2026 at 2:00 PM Bid 26-47, Construction - Goshen Water Storage Tank Improvements BID TABULATION ______________________________________________________________________________ Trevel Young, Procurement Agent * NOTICE: Bid award is contingent upon supplier meeting minimum specifications and formal authorization by City Officials. Maguire Iron, Inc.Dixie Painting & Sandblasting, Inc.Kimery Painting, Inc. Viking Painting, LLC JL Bryson Inc $668,339.00$472,255.00 ______________________________________________________________________________ $408,755.00$359,675.00$356,000.00Total Kenny Fitch, Sr Procurement Agent Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Bid 26-47 Addendum 2 Maguire Iron, Inc. Privately Held Co. Supplier Response Event Information Number:Bid 26-47 Addendum 2 Title:Construction - Goshen Water Storage Tank Improvements Type:Invitation to Bid Issue Date:7/19/2026 Deadline:8/13/2026 02:00 PM (CT) Notes:The City of Fayetteville, AR is accepting sealed bids from properly licensed contractors for improvements to the Goshen water storage tank, with construction anticipated to begin Spring 2027. Questions regarding this bid should be addressed to Kenny Fitch, Sr. Procurement Agent at kfitch@fayetteville-ar.gov. Contact Information Contact:Kenny Fitch - Sr Procurement Agent Address:Procurement City Hall Room 306 113 W. Mountain St. Fayetteville, AR 72701 Phone:(479) 575-8258 Email:kfitch@fayetteville-ar.gov Vendor: Maguire Iron, Inc.Bid 26-47 Addendum 2Page 1 of 4 pages Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Maguire Iron, Inc. Information Contact:Alyssa Frantz Address:2001 E Robur Dr. Sioux Falls, SD 57104 Phone:(605) 334-9749 Email:frantza@maguriewater.com Web Address:www.maguirewater.com By submitting your response, you certify that you are authorized to represent and bind your company. Alyssa Frantz bidreports@maguirewater.com Signature Email Submitted at 8/13/2026 10:38:13 AM (CT) Requested Attachments Signature Forms for Bid 26-47 Bid Form - Electronic - 8.13.26.pdf Please attach your completed forms. These documents can be found in FILE #01 - PROJECT MANUAL in the Attachments tab. Please be sure to include ALL required information stated in the Project Manual. Bid Bond for Bid 26-47 Bid Bond.pdf Please attach a signed and completed copy of your bid bond. The Bid Bond must be signed by both the bidder and the surety company to be considered valid. An invalid Bid Bond shall be grounds for bid rejection. Bid bonds in the form of a cashier's check shall be delivered to City Hall, Procurement Division before bid deadline and have a copy of the cashier's check uploaded with submittal. Bid Attributes 1 Arkansas Secretary of State Filing Number: 811020748 2 Arkansas Contractor License Number: Contractor's License must have a classification relating to the scope of this project. 0130400526 3 Check Yes or No: Pursuant Arkansas Code Annotated §25-1-503, the Contractor agrees and certifies that they do not currently boycott Israel and will not boycott Israel during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-503. If at any time during contract the contractor decides to boycott Israel, the contractor must notify the contracted public entity in writing. Yes, I agree No, I don't agree Vendor: Maguire Iron, Inc.Bid 26-47 Addendum 2Page 2 of 4 pages Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 4 Check Yes or No: Pursuant Arkansas Code Annotated §25-1-1002, the Contractor agrees and certifies that they do not currently boycott Energy, Fossil Fuel, Firearms, and Ammunition Industries during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-1002. If at any time during the contract the contractor decides to boycott Energy, Fossil Fuel, Firearms, and/or Ammunition Industries, the contractor must notify the contracted public entity in writing. Yes, I agree No, I don't agree 5 Addendum Acknowledgement: By selecting "I agree", you acknowledge that you have read and understand any addendums that have been issued for this bid. I agree Bid Lines 1 Mobilization (Shall not exceed 5% of base bid price, excluding Bonds & Insurance) Quantity:1 UOM:LS Price:$12,000.00 Total:$12,000.00 2 Bonds & Insurance Quantity:1 UOM:LS Price:$3,000.00 Total:$3,000.00 3 Furnish all work, materials, equipment, and labor for the cleaning and recoating of the interior of the existing 300,000 gallon, welded steel, ground storage tank with final disinfection and ready for normal service Quantity:1 UOM:LS Price:$100,000.00 Total:$100,000.00 4 Furnish all work, materials, equipment, and labor for the cleaning and recoating of the exterior of the existing 300,000 gallon, welded steel, ground storage tank Quantity:1 UOM:LS Price:$92,000.00 Total:$92,000.00 5 Install Hydrodynamic Tank Mixing System Quantity:1 UOM:LS Price:$7,500.00 Total:$7,500.00 6 Furnish and Install 12" Stainless Steel Roof Vent with Cap and Screen Quantity:3 UOM:EA Price:$6,500.00 Total:$19,500.00 7 Remove and Replace 18" Stainless Steel Roof Vent Cap and Screen Quantity:1 UOM:EA Price:$6,500.00 Total:$6,500.00 8 Furnish and Install Interior Sump Quantity:2 UOM:EA Price:$10,000.00 Total:$20,000.00 9 Remove and Replace Floor Plate Samples Quantity:2 UOM:EA Price:$500.00 Total:$1,000.00 1 0 Remove and Install Ladder, Ladder Platform, and Climb Protection Device Quantity:1 UOM:EA Price:$7,500.00 Total:$7,500.00 Vendor: Maguire Iron, Inc.Bid 26-47 Addendum 2Page 3 of 4 pages Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 1 1 Furnish and Install Fall Protection Systems Quantity:1 UOM:LS Price:$2,500.00 Total:$2,500.00 1 2 Remove and Replace Existing Manway with 30-inch Manway Quantity:2 UOM:EA Price:$10,000.00 Total:$20,000.00 1 3 Furnish and Install Steel Handrail Quantity:127 UOM:LF Price:$350.00 Total:$44,450.00 1 4 Remove Target Level Indicator Quantity:1 UOM:EA Price:$4,500.00 Total:$4,500.00 1 5 Remove SCADA Antenna Quantity:1 UOM:LS Price:$3,000.00 Total:$3,000.00 1 6 Furnish and Install Adjustable Pipe Supports on Tank Overflow Pipe Quantity:2 UOM:EA Price:$2,500.00 Total:$5,000.00 1 7 Clean and Recoat Existing Fire Hydrant Quantity:1 UOM:EA Price:$500.00 Total:$500.00 1 8 Site Restoration Quantity:1 UOM:LS Price:$1,650.00 Total:$1,650.00 1 9 Tree Removal Quantity:1 UOM:LS Price:$5,400.00 Total:$5,400.00 Response Total: $356,000.00 Vendor: Maguire Iron, Inc.Bid 26-47 Addendum 2Page 4 of 4 pages Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 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31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Procurement Division – Room 306 113 W. Mountain Fayetteville, AR 72701 Phone: 479.575.8256 TDD (Telecommunication Device for the Deaf): 479.521.1316 INVITATION TO BID Bid 26-47, Construction – Goshen Water Storage Tank Improvements DEADLINE: Thursday, August 13, 2026 before 2:00 PM, Local Time PRE-BID MEETING: Tuesday, July 28, 2026 at 2:00 PM SR. PROCUREMENT AGENT: Kenny Fitch, kfitch@fayetteville-ar.gov DATE OF ISSUE & ADVERTISEMENT: 07/19/2026 & 07/26/2026 No late bids shall be accepted. Bids shall be submitted in one of the following methods: (1) through the City’s third-party electronic bidding platform or (2) delivering in person via sealed envelope to the City of Fayetteville Procurement Division. Submitting through the City’s electronic bidding platform is strongly encouraged. All bids shall be submitted in accordance with the attached City of Fayetteville specifications and bid documents attached hereto. Each bidder is required to fill in every blank and shall supply all information requested; failure to do so may be used as basis of rejection. NOTICE TO ALL BIDDERS: All interested parties can obtain files for this project by going to http://fayetteville-ar.gov/bids. Bid documents shall be distributed electronically from the City of Fayetteville Procurement Division only. BID PACKAGE INCLUDES THE FOLLOWING FILES WHICH SHALL BE LISTED UNDER “ATTACHMENTS”: FILE #01: PROJECT MANUAL – 248 Total Pages FILE #02: PLANS – 4 Plan Sheets *Additional files added as addendums are issued. Addendums will be uploaded and posted to the City’s electronic bidding platform. *PLAN HOLDER LISTINGS: A listing of vendors who have received documents can be found in the City’s electronic bidding platform under the project section tab titled ‘Plan Holders’. Bidder shall assume all responsibility for receiving updates and any addenda issued to this project by monitoring http://fayetteville-ar.gov/bids. Failure to acknowledge addenda issued as instructed could result in bid rejection. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Project Check List This checklist is for the Bidder’s use in preparing & submitting a bid. It is not intended to include all details necessary to prepare a bid and shall not be used as a substitute for the requirements of the bid documents. Use of this checklist does not relieve the Bidder from the responsibility of meeting all requirements of the Specifications concerning the preparation of an acceptable bid. Bidders are welcome to use this form as a coversheet for a sealed envelope; however, using this form itself is NOT a requirement. 5% Bid Bond of the amount bid accompanied by required documentation (Power of Attorney, etc.) o In lieu of a bid bond, the bidder may submit a cashier’s check from a bank located in the State of Arkansas for at least five percent (5%) of the amount bid (inclusive of any deductive alternates). Cashier’s checks shall be made payable to the City of Fayetteville, AR and received prior to the bid deadline by making an in-person delivery appointment with the City Procurement Division. • All addenda shall be signed, acknowledged, and submitted on the appropriate forms (submitting the actual addendums or marking acknowledgement on other bid pages). All pages provided with signature lines shall be appropriately signed, dated accordingly, and included with submitted bid documents • All bids shall be received before the stated deadline utilizing the City’s electronic bidding platform or submitting a physical sealed bid to the City Procurement Division. Submitting a bid electronically is strongly encouraged. A public bid opening will be conducted shortly after the deadline at City Hall and livestreamed on Zoom. Late or misdirected bids shall not be accepted. The City of Fayetteville shall not be responsible for lost or misdirected bids, or failure of bidder’s technical equipment. If submitting a physical bid, all bid documents shall be delivered in a sealed envelope to the address stated in the advertisement or updated deadline issued via Addenda. All bids should be delivered with the name of the bidder (contractor) on the sealed envelope as well as the bidders Arkansas Contractor’s License Number. Additional Information Requested: • AR Secretary of State Filing #: _______________________ OR submit electronically. • Arkansas Contractor License #: _______________________ OR submit electronically. • SAM Unique Entity Identifier #: ________________________ OR submit electronically. • Pursuant Arkansas Code Annotated §25-1-503, the Contractor agrees and certifies that they do not currently boycott Israel and will not boycott Israel during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-503. If at any time during contract the contractor decides to boycott Israel, the contractor must notify the contracted public entity in writing. o Submit electronically or circle applicable answer: YES or NO • Pursuant Arkansas Code Annotated §25-1-1002, the Contractor agrees and certifies that they do not currently boycott Energy, Fossil Fuel, Firearms, and Ammunition Industries during any time in which they are entering into, or while in contract, with any public entity as defined in §25-1-1002. If at any time during the contract the contractor decides to boycott Energy, Fossil Fuel, Firearms, and/or Ammunition Industries, the contractor must notify the contracted public entity in writing. o Submit electronically or circle applicable answer: YES or NO Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Advertisement City of Fayetteville, Arkansas INVITATION TO BID Bid 26-47, Construction – Goshen Water Storage Tank Improvements The City of Fayetteville, AR is accepting sealed bids from properly licensed contractors for improvements to the Goshen water storage tank, with construction anticipated to begin Spring 2027. Questions regarding this bid should be addressed to Kenny Fitch, Sr. Procurement Agent at kfitch@fayetteville-ar.gov. A non-mandatory pre-bid meeting will be held Tuesday, July 28, 2026, at 2:00 PM. Details regarding the pre-bid meeting are available on the project page on the City’s electronic bidding platform. All interested parties are encouraged to attend. Bidding documents, plans, plan holders, and addenda shall be obtained at the City of Fayetteville Procurement Division’s electronic bidding platform at www.fayetteville-ar.gov/bids. All bids shall be received by Thursday, August 13, 2026, before 2:00 PM local time, utilizing the electronic bidding software or submitting a sealed bid to the City of Fayetteville Procurement Division. Submitting a bid electronically is strongly encouraged. A public bid opening will be conducted shortly after the deadline and livestreamed on Zoom. Each bid exceeding $50,000 shall be accompanied by a cashier’s check from a bank doing business in the State of Arkansas or a corporate bid bond for five (5) percent of the amount bid. In the event a bidder opts to submit a cashier’s check for a bid bond, the actual physical cashier’s check shall be delivered to the City prior to the deadline. One hundred percent (100%) performance and payment bonds are required after the contract award. This amount includes any approved contingency. Bidders shall have a valid State of Arkansas Contractors License prior to the bid submission deadline and a registration in good standing with the Arkansas Secretary of State prior to the contract award. Pursuant to Arkansas Code Annotated §22-9-203 The City of Fayetteville encourages all qualified small, minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, City of Fayetteville encourages all general contractors to subcontract portions of their contract to qualified small, minority and women business enterprises. The City of Fayetteville reserves the right to waive irregularities, reject bids, and postpone the award of any Contract for a period which shall not exceed beyond ninety (90) days from the bid opening date. City of Fayetteville By: Kenny Fitch Sr. Procurement Agent 479.578.8258 kfitch@fayetteville-ar.gov TDD (Telecommunications Device for the Deaf): (479) 521-1316 Date of advertisement: 07.19.26 & 07.26.26 This publication was paid for by the Procurement Division of the City of Fayetteville, Arkansas. Amount paid: $411.34 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Project Manual Goshen Water Storage Tank Improvements BID # 26-47, Construction Date: July 2026 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00007 - SEALS 00007-Seals 00007-1 July 2026 The professional license seals listed on this page represent design responsibility for the Drawings and Technical Specifications (Divisions 01 through 11) presented in this project. Joshua S. Durham, P.E. Certification of Authorization Hawkins-Weir Engineers, Inc. Hawkins-Weir Engineers, Inc. Arkansas License No. 15397 No. 101 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00007 - SEALS 00007-Seals 00007-2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements TABLE OF CONTENTS 00010-Table of Contents 00010-1 July 2026 Goshen Water Storage Tank Improvements Bid 26-47, Construction CONTRACT DOCUMENTS INVITATION TO BID COVER INTRODUCTORY INFORMATION 00007 SEALS 00007-1 of 2 00010 TABLE OF CONTENTS 00010-1 of 2 00100 BID SOLICITATION 00140 BIDDER’S QUALIFICATION STATEMENT 00140-1 of 4 00200 INSTRUCTIONS TO BIDDERS 00200-1 of 12 00400 BID FORMS AND SUPPLEMENTS 00400 BID FORM 00400-1 of 8 00410 BID BOND 00410-1 of 2 00430 LIST OF SUBCONTRACTORS 00430-1 of 2 00500 AGREEMENT FORM 00500 AGREEMENT FORM 00500-1 of 10 00550 NOTICE TO PROCEED 00550-1 of 2 00600 BONDS AND CERTIFICATES 00610 PERFORMANCE BOND 00610-1 of 4 00611 LABOR AND MATERIAL PAYMENT BOND 00611-1 of 4 00640 TWO YEAR WARRANTY BOND 00640-1 of 2 00700 CONTRACT GENERAL CONDITIONS 00700 TABLE OF CONTENTS 00700TOC-1 of 4 00700 GENERAL CONDITIONS 00700-1 of 52 00800 SUPPLEMENTARY CONDITIONS 00800 SUPPLEMENTARY CONDITIONS 00800-1 of 8 DIVISION 1 - GENERAL REQUIREMENTS 01110 SUMMARY OF WORK 01110-1 of 4 01250 CONTRACT MODIFICATION PROCEDURES 01250-1 of 2 01270 UNIT PRICES 01270-1 of 2 01271 MEASUREMENT AND PAYMENT 01271-1 of 6 01290 PAYMENT PROCEDURES 01290-1 of 2 01290.1 APPLICATION FOR PAYMENT FORM 01290.1-1 of 2 01290.12 CERTIFICATE FOR SUBSTANTIAL COMPLETION 01290.12 1 of 2 01290.14 CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT 01290.14 1 of 2 01290.15 SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT 01290.15 1 of 2 01320 PROJECT MEETINGS, SCHEDULES, AND REPORTS 01320-1 of 2 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements TABLE OF CONTENTS (continued) 00010-Table of Contents 00010-2 July 2026 01321 SCHEDULE 01321-1 of 2 01420 DEFINITIONS AND STANDARDS 01420-1 of 4 01530 BARRIERS AND TEMPORARY CONTROLS 01530-1 of 6 01560 TEMPORARY UTILITIES AND FACILITIES 01560-1 of 8 01580 PROJECT IDENTIFICATION AND SIGNS 01580-1 of 2 02004 CONFINED SPACES 02004-1 of 2 02005 PUBLIC EMPLOYEES RIGHT TO KNOW ACT 02005-1 of 2 TECHNICAL SPECIFICATIONS 01010 SPECIAL CONDITIONS 01010-1 of 2 02515 DISINFECTION OF WATER STORAGE TANKS 02515-1 of 2 09903 POTABLE WATER TANK COATING 09903-of 14 11268 RESERVOIR HYDRODYNAMIC MIXING SYSTEM 11268-of 4 APPENDICES APPENDIX A – TIDEFLEX INSTALLATION DRAWINGS APPENDIX B – GOSHEN TANK LEAD PAINT TEST RESULTS APPENDIX C – 2023 GOSHEN TANK INSPECTION REPORT END OF SECTION 00010 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00140 – BIDDER’S QUALIFICATION STATEMENT 00140-Bidder Qualifications 00140–1 July 2026 Contract Name: Goshen Water Storage Tank Improvements Bid 26-47, Construction Date: ____________________________________, 20__ SUBMITTED TO: The City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 SUBMITTED BY: Company Name Address Principal Office Corporation, LLC, partnership, individual, joint venture, other Arkansas State General Contractor’s License Number (Type or legibly print) For a Bidder (Contractor) to be considered as Qualified, the Contractor must satisfy all insurance, financial, and bonding requirements of the City of Fayetteville. The successful bidder shall also be required to provide the following documentation: The Contractor’s successful completion of three (3) contracts similar in scope to this City of Fayetteville Bid. The Contractor shall have executed work for municipalities operating water distribution facilities with a minimum of three (3) projects equaling or exceeding two hundred thousand dollars ($200,000) for installation of the product(s) bid. Work for developers and commercial site work will not be considered as permissible work experience. Acceptable documentation of these minimum installations must be submitted to the City of Fayetteville attached to this section. In accordance with Arkansas Procurement Law, a Contractor may use the combined experience of its owners or senior executive staff to satisfy the experience requirement, or the combined amount of experience of the key personnel that will be responsible for satisfying the experience requirement. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00140 – BIDDER’S QUALIFICATION STATEMENT (continued) 00140-Bidder Qualifications 00140–2 July 2026 EXPERIENCE STATEMENT (MANDATORY) 1. Bidder has been engaged as a General Contractor in construction for _____ years and has performed work of the nature and magnitude of this Contract for _____ years. Bidder has been in business under its present name for _____ years. 2. The successful bidder shall also be required to provide documentation of the Contractor’s successful experience with the following: a. The Contactor must also provide documentation with the bid to document the Contractor’s successful completion of three (3) contracts similar in scope to this City of Fayetteville Bid. 3. Bidder now has the following bonded projects under contract: (On a separate sheet, list project name, owner, name of owner contact, engineer / architect, name of engineer/architect contact, amount of contract, surety, and estimated completion date.) 4. Bidder has completed the following (list minimum of 3) contracts consisting of work similar to that proposed by this Contract: (On a separate sheet, list project name, owner, name of owner contact, engineer / architect, name of engineer/architect contact, amount of contract, surety, and date of completion and percentage of the cost of the Work performed with Bidder’s own forces.) 5. Has Bidder ever failed to complete any project? If so, state when, where, and why. 6. Bidder normally performs the following work with his own forces: 7. Construction experience of key individuals in the organization is as follows (continued on attached sheets if needed): 8. In the event the Contract is awarded to Bidder, the required surety Bonds will be furnished by the following surety company and name and address of agent: Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00140 – BIDDER’S QUALIFICATION STATEMENT (continued) 00140-Bidder Qualifications 00140–3 July 2026 9. Bidder’s Workmen’s Compensation Experience Modifier Factor is: FINANCIAL STATEMENT (IF REQUESTED) A. If requested by the City of Fayetteville during the evaluation of bids the bidder shall provide to the City of Fayetteville the following additional information: Bidder possesses adequate financial resources as indicated by the following: 1. Assets and Liabilities: Attach a financial statement, audited if available, including Bidder’s latest balance sheet and income statements showing the following items: a. Current assets (cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory, and prepaid expenses). b. Net fixed assets. c. Other assets. d. Current liabilities (accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries, and accrued payroll taxes). e. Other liabilities (capital, capital stock, authorized and outstanding shares par values, earned surplus, and retained earnings). f. Name of firm preparing financial statement and date thereof: If financial statement is not for identical organization named herein, explain relationship and financial responsibility of the organization furnished. 2. Current Judgments: The following judgements are outstanding against Bidder: Judgment Creditors Where Docketed and Date Amount a. $ b. $ Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00140 – BIDDER’S QUALIFICATION STATEMENT (continued) 00140-Bidder Qualifications 00140–4 July 2026 Bidder hereby represents and warrants that all statements set forth herein are true and correct. Date: ___________________, 20__ (OFFICIAL SEAL) Name of Organization: By (Type or legibly print) By (Signature) SEAL Title (Type or legibly print) If Bidder is a partnership, the partnership name shall be signed, followed by the signature of at least one of the partners. If Bidder is a corporation or LLC, the corporate name shall be signed, followed by the signature of a duly-authorized officer and with the corporate seal affixed. Contractor shall attach evidence of authority of signature. If Contractor is a corporation, corporate entity or LLC, Contractor shall attach Corporate Resolution authorizing Contractor’s signature and authority to sign. END OF SECTION 00140 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS 00200 Instructions to Bidders 00200-1 July 2026 ARTICLE 1 - INTRODUCTORY INFORMATION 1.01 DEFINED TERMS: A. Terms used in these Instructions to Bidders and which are defined in the GENERAL CONDITIONS, have the meanings assigned to them in the GENERAL CONDITIONS. B. Bid Documents shall include the following: 1. Bidding Requirements: a. Invitation to Bid. b. Instructions to Bidders. c. Bid Form. d. Bid Bond. 2. Bidder’s Forms: a. The Bidder’s attention is called to the following additional forms which shall be completely filled out and submitted with the Bid: b. Bidder’s Qualifications Statement c. List of Subcontractors 3. Contract Forms: a. Agreement Between Owner and Contractor. The Bidder’s attention is called to the evidence of authority to sign and other documents which shall be submitted with the Agreement as applicable to the Business entity and noted in the Agreement. b. Performance Bond. c. Labor and Material Payment Bond (Payment Bond). (1) The Performance and Payment Bonds shall be one hundred percent (100%). 4. Contract Conditions: a. General Conditions. b. Supplementary Conditions or Specifications 5. Specifications. 6. Addenda issued prior to receipt of Bids. C. Certain additional items used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-2 July 2026 1. Bidder – one who submits a Bid directly to Owner as distinct from a sub- bidder, who submits a Bid to a Bidder. 2. Issuing Office – the office from which the Bid Documents are to be issued and where the bidding procedures are to be administered. 3. Successful Bidder – the lowest, responsible, and responsive Bidder to whom Owner on the basis of Owner’s evaluation as hereinafter provided makes an award. 1.02 COPIES OF BID DOCUMENTS: A. Complete sets of the Bid Documents in the number and format as stated in the Invitation to Bid may be obtained from the City’s Issuing Office. B. Complete sets of Bid Documents shall be used in preparing Bids; neither Owner, nor Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bid Documents. C. Owner and Engineer in making copies of Bid Documents available on the above terms do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 1.03 QUALIFICATION OF BIDDERS: A. Prequalification statements are not required. Owner will, however, evaluate the Bidder’s qualifications following the opening of Bids. Evaluation criteria considered will include, but not be limited to: 1. Experience and performance records on similar work. 2. Financial responsibility. 3. Ability to supply construction equipment and personnel to complete the Work within the Contract Time. 4. Evidence of Bidder to do business in the state where the Project is located, or covenant to obtain such qualifications prior to award of the Contract. B. Bidders may be requested to submit financial statement and other information relating to experience and financial responsibility after bids are received and before awarding a contract. C. Only those Bids will be considered which are submitted by Bidders who show satisfactory completion of work of type and size comparable to the Work required by these Bid Documents. 1. A list of comparable projects, including pertinent information and identification of the owners, shall be submitted with the Bid. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-3 July 2026 2. See ARTICLE 5 – AWARD OF CONTRACT herein for additional requirements after opening of Bids. D. Bidders must possess a valid Arkansas Contractor's License prior to the bid deadline and a current registration in good standing with the Arkansas Secretary of State prior to the bid award. E. Bidders shall not be debarred from doing business with any government entity. 1.04 EXAMINATION OF CONTRACT DOCUMENTS AND SITE: A. Before submitting a Bid, it is the responsibility of each Bidder: 1. To thoroughly examine the Contract Documents and other related data identified in the Bid Documents (including “technical data” referred to below). 2. To visit the Site, City and/or Utilities to become familiar with and satisfy Bidder as to the general, local, and Site conditions that may in any manner affect cost, progress, and performance of the Work. 3. To consider federal, state, and local laws, ordinances, rules, and regulations that may in any manner affect cost, progress, performance, and furnishing of the Work. 4. To study and carefully correlate Bidder’s knowledge and observations with the Contract Documents and such other related data. 5. To promptly notify the Purchasing Division of all conflicts, errors, ambiguities, or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. B. Before submitting a Bid, each Bidder shall be responsible to obtain such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site or otherwise, which may affect cost, progress, performance, and furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, or procedures of construction to be employed by Bidder, including safety precautions and programs incident thereto or which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents. This shall include local shipping facilities and availability of lands if applicable. C. In the preparation of the Contract Documents, neither reports of explorations nor tests of any Hazardous Environmental Condition at the Site of the Work have been prepared. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-4 July 2026 D.Access to the Site: 1.On request, Owner will provide each Bidder access to the Site(s) to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of his Bid. Bidder shall fill all holes, clean up, and restore the Site to its former conditions upon completion of such explorations, investigations, tests, and studies. 2.The lands upon which the Work is to be performed, rights-of-way, and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of Materials and Equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 3.Property owners affected by the Work are named on the Drawings where known, but the accuracy of such ownership is not guaranteed. Bidders shall verify and make their own arrangements with such property owners for any access needed in connection with the preparation of Bids. E.The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of this paragraph “Examination of Contract Documents and Site,” and that the Bid Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 1.05 INTERPRETATIONS, MODIFICATIONS, AND ADDENDA: A.Any Bidder who discovers ambiguities, inconsistencies, or errors or is in doubt as to the meaning or intent of any part of the Bid Documents shall promptly request an interpretation from the Purchasing Division. Interpretations or clarifications considered necessary by Engineer in response to such requests will be issued by Addenda. B.Addenda may also be issued to modify the Bid Documents as deemed advisable by Owner or Engineer. C.Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 1.06 PREBID CONFERENCE: A. A Pre-Bid Conference will be held in accordance with the Invitation to Bid. Details regarding the time and location of the Pre-Bid Conference can be found on the City's procurement website. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-5 July 2026 1.07 LABOR-RELATED REGULATIONS: A. Pursuant to Arkansas Code Annotated 22-9-203, the City of Fayetteville encourages all qualified minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, City of Fayetteville encourages all general contractors to subcontract portions of their contract to qualified, small, minority, and women business enterprises. ARTICLE 2 - BASIS OF BIDDING 2.01 SPECIFIED EQUIPMENT AND MATERIALS: A. Substitutions will be considered only after the Effective Date of the Agreement and as set forth in the GENERAL CONDITIONS. 2.02 INDIRECT COSTS: A. Taxes: 1. All applicable sales, use, compensating, or other taxes to be paid or withheld by Bidder, now imposed by any taxing authority, on Equipment and Materials to be incorporated in the Work, and on any or all other cost items entering into the Contract Price, shall be included in the Bid price. 2. The Bidder shall include all such taxes except those on Equipment and Materials, if any, furnished by Owner or others, or exempted by the state, and Bidder shall furnish taxing authorities any information or reports pertaining thereto as required. B. The cost of all construction licenses, building and other permits, and governmental inspections required by public authorities for performing the Work, which are applicable at the time Bids are opened and which are not specified to be obtained by Owner, shall be included in the Bid price. Fees for permits issued by the City will be waived, but permits are still required where necessary. C. The cost of all royalties and license fees on Equipment and Materials to be furnished and incorporated in the Work shall be included in the Bid price. D. Tests, inspections, and related activities called for throughout the Bid Documents are a responsibility of Contractor unless specified otherwise. The Bid shall include all costs arising from such responsibility. E. The cost of all electrical, water, gas, telephone, sanitary, and similar facilities and services required by Contractor in performing the Work shall be included in the Bid price unless specified otherwise. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-6 July 2026 2.03 SUBCONTRACTORS: A. No Bid shall be based upon aggregate of Subcontractors performing more than 60 percent of the total Work. B. The experience, past performance, and ability of each proposed Subcontractor will be considered in the evaluation of Bids. Any Subcontractor so requested shall be required to furnish experience statements prior to the Notice of Awards. C. No Contractor shall be required to employ any Subcontractor, other person, or organization against whom Contractor has reasonable objection. Owner or Engineer may accept or reject Subcontractors in accordance with Paragraph 6.05 of the GENERAL CONDITIONS. 2.04 CONTRACT TIMES: A. The number of days within which, or the dates by which, the Work is to achieve Substantial Completion and also final completion and be ready for final payment shall be as stated in the Agreement. B. Provisions for liquidated damages, if any, are as set forth in the Agreement. ARTICLE 3 - BIDDING PROCEDURE 3.01 PREPARATION OF BID: A. One set of bound documents included with the officially provided set of drawings (if any) and specifications shall be used for the Bid. B. The Bid Forms shall be filled out in detail and signed by the Bidder. C. Bids by partnerships shall be executed in the partnership name and signed by a partner whose title shall appear under his signature, and the official address of the partnership shall be shown below the signature. D. Bids by corporations, corporate entities and/or LLC’s shall be executed in the corporate name by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign), and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. If Contractor is a corporation, corporate entity or LLC, Contractor shall attach Corporate Resolution authorizing Agent for Service process authority to sign. The corporate address and state of incorporation shall be shown below the signature. E. Names of all persons signing shall be printed below their signatures. F. A power of attorney shall accompany the signature of anyone not otherwise authorized to bind the Bidder. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-7 July 2026 G. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. H. The address to which communications regarding the Bids are to be directed shall be shown. 3.02 METHOD OF BIDDING: A. Bids will be received on a Unit Prices basis as set forth in the Bid Form. B. Firm Bids are required. C. Schedule of Unit Prices: 1. The Bidder shall complete the Unit Price Bid Schedule included in the Bid (and shall accept all fixed Unit Prices listed therein). 2. The total Bid price will be determined as the sum of the products of the estimated quantity of each item and the Unit Price set forth in the Unit Price Bid Schedule. The final Contract Price shall be subject to adjustment according to final measured, used, or delivered quantities. 3.03 SUBCONTRACTORS INFORMATION SUBMITTED WITH BID: Bidders shall submit to Owner with the Bid, the List of Subcontractors contained in the Project Manual as Document 00430, completed with names of all such Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work for which such identification is required. The list shall be supplemented by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person, or organization, if requested by Engineer. If, after due investigation, Owner or Engineer has reasonable objection to any proposed Subcontractor, Supplier, or other person or organization, Owner may, before the Notice of Award is given, request the apparent Successful Bidder to submit an acceptable substitute without an increase in the Bid. If the apparent Successful Bidder declines to make any such substitution, Owner may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. The declining to make requested substitutions will not constitute grounds for sacrificing the bid security of any Bidder. Any Subcontractor, Supplier, or other person or organization listed and to whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to revocation as provided in Paragraph 6.05 of the General Conditions. 3.04 FORMS AND DOCUMENTS TO BE SUBMITTED: A. The following forms shall be completed and submitted with the Bid: 1. DOCUMENT 00140 BIDDER’S QUALIFICATIONS STATEMENT Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-8 July 2026 2. DOCUMENT 00400 BID FORM 3. Bid Security as bank cashier’s check FROM A FINANCIAL INSTITUTION LOCATED IN THE STATE OF Arkansas, or Bid Bond (DOCUMENT 00410) 4. DOCUMENT 00430, LIST OF SUBCONTRACTORS 3.05 BID SECURITY: A. Each Bid shall be accompanied by Bid security, payable to Owner, in the amount of five-percent (5%) of the total Bid. B. The required security shall be in the form of a bank cashier’s check from a financial institution located in the state of Arkansas or a Bid Bond on the form prescribed by the AIA, Document A310, or on similar form attached. C. Bid Bond shall be executed by a surety meeting the requirements set forth for “Surety Bonds” in the GENERAL CONDITIONS. D. Bid security of the Successful Bidder will be retained until Bidder has executed the Agreement and furnished the required surety Bonds as set forth in the GENERAL CONDITIONS, whereupon Bid security will be returned. If the Successful Bidder fails to execute the Agreement and furnish the surety Bonds within 15 days after the date of Notice of Award, Owner may annul the Notice of Award, and Bid security of that Bidder will be forfeited to Owner. E. The Bid security of any Bidder whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of 10 days after the Effective Date of the Agreement and the required surety Bonds furnished, or the 91st day after the Bid opening. Bid security of other Bidders will be returned within 10 days of the bid opening. 3.06 SUBMISSION OF BID: A. Bids shall be submitted at the time and place designated in the Invitation to Bid. B. If submitting a physical bid, Bid Documents with accompanying Bid security and other required information shall be enclosed in an opaque sealed envelope marked with the following: 1. Project name 2. Bid number 3. Name and address of Bidder 4. Contractor’s license number Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-9 July 2026 C. If the Bid is sent by mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation “Sealed Bid Enclosed” on the face thereof. 3.07 MODIFICATION OR WITHDRAWAL OF BIDS: A. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. B. If, within 24 hours after Bids are opened, any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of his Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the Work to be provided under the Contract Documents. ARTICLE 4 - OPENING OF BIDS 4.01 OPENING OF BIDS: A. Bids will be opened and (unless obviously non-responsive) read aloud publicly at a location indicated by the Purchasing Division. An abstract of the amounts of the base Bids will be made available to Bidders after the opening of Bids. B. All Bids shall remain open for a period of 90 days after Bids are opened, but Owner may, at his sole discretion, release any Bid and return the Bid security at any time prior to that date. ARTICLE 5 - AWARD OF CONTRACT 5.01 OWNER’s RIGHT TO REJECT BIDS: A. Owner reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, non-responsive, unbalanced, or conditional Bids and to reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. Owner also reserves the right to waive all informalities not involving price, times, or changes in the Work and to negotiate Contract terms with the Successful Bidder. (Discrepancies between the multiplication of units of Work and Unit Prices will be resolved in favor of the Unit Prices.) Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. B. Owner reserves the right to reject bids if the bidder has been disbarred from doing business with any government entity. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-10 July 2026 C. All Bidders must agree that such rejection shall be without liability on the part of the Owner nor shall the Bidders seek recourse of any kind against the Owner because of such rejections. The filing of any Bid shall constitute an agreement of the Bidder to these conditions. 5.02 EVALUATION OF BIDS: A. In evaluating Bids, Owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements (and such Material Submittals, Alternates, Unit Prices) and other data, as may be requested in the Bid Form or prior to the Notice of Award. B. Owner may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is requested per Paragraph 5.02E of this document. C. Owner may conduct such investigations as he deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of the Bidders, proposed Subcontractors, and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to Owner’s satisfaction within the prescribed time. D. Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to Owner’s satisfaction. E. Within 10 days after Bids are opened, and if requested by the Owner or the Engineer, the apparent Successful Bidder, and any other Bidder so requested, shall submit supplemental information including an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person, or organization, proposed by the Bidder for consideration as specified in ARTICLE 3 paragraph 3.03 above. The use of Subcontractors listed by Bidder (Document 00430) and accepted by Owner prior to the Notice of Award will be required in the performance of the Work. F. Within 10 days after the Bids are opened if requested by the Owner or the Engineer, the apparent Successful Bidder, and any other Bidder so requested, shall submit an itemized breakdown of any lump sum portion of its Bid. This breakdown must include a separate item for each major category of work and each major piece of equipment. This breakdown may or may not be reflected in subsequent time schedule submittals. G. The award of the Contract, if it is awarded, will be to the lowest, responsive, responsible Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interest of Project and Owner. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS (continued) 00200 Instructions to Bidders 00200-11 July 2026 5.03 NOTICE TO THE SUCCESSFUL BIDDER A. After considering the basis of award and evaluation of Bids, if the Contract is to be awarded, Owner shall within 90 days after the date of opening Bids notify the Successful Bidder of acceptance of his Bid (indicating which, if any, Alternate Bids have been accepted). ARTICLE 6 - SIGNING OF AGREEMENT 6.01 When Owner gives Notice to the Successful Bidder, Engineer will issue the required number of unbound, unsigned counterparts of the Agreement and other Contract Documents to Successful Bidder. 6.02 Within 30 days thereafter, Contractor (Successful Bidder) shall sign and date all copies of the Agreement, power of attorney documents, and other required documents, and deliver all copies to the Owner to be routed to the City Council for review and approval. 6.03 Following approval by City Council, the Owner shall issue a Notice of Award to the Contractor. Within 15 days of receiving the Notice of Award, the Contractor shall deliver a 100% Performance Bond and a 100% Payment Bond that has been filed and file marked at the Washington County Circuit Clerk's office to the City. Owner will provide the executed Contract Documents to Engineer for binding and distribution as required. Each duly executed counterpart will be accompanied by a complete set of Drawings with appropriate identification. END OF SECTION 00200 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00200 – INSTRUCTIONS TO BIDDERS 00200 Instructions to Bidders 00200-12 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-1 July 2026 DOCUMENT 00400-BID FORM Contract Name: Goshen Water Storage Tank Improvements Bid Number: 26-47, Construction BID TO: Owner: City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 BID FROM: Bidder: ARTICLE 1 – INTENT 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the Form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid price and within the Bid time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. ARTICLE 2 – TERMS AND CONDITIONS 2.01 Bidder accepts all of the terms and conditions of the Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within 15 days after the date of Owner’s Notice to the Successful Bidder. ARTICLE 3 – BIDDERS REPRESENTATIONS 3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged: Number Date Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-2 July 2026 DOCUMENT 00400-BID FORM (continued) B. Bidder has visited the Site, City or Utilities and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, performance, and furnishing of the Work. C. Bidder is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder’s purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bid Documents with respect to Underground Facilities at or contiguous to the site. E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance, or finishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. F. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performing and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to Work for which this Bid is submitted as indicated in the Contract Documents. H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports, and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. I. Bidder has given the Purchasing Division written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by the Purchasing Division is acceptable to Bidder. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-3 July 2026 DOCUMENT 00400-BID FORM (continued) K. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham bid; Bidder has not solicited or induced any person, firm, or a corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for himself any advantage over any other Bidder or over Owner. L. Bidder will perform the Work in compliance with all applicable trench safety standards set forth in Occupational Safety and Health Administration (OSHA) Part 1926 – Subpart P – Excavations. ARTICLE 4 – BID PRICE 4.01 Bidders are required to provide pricing for all line items. 4.02 The City intends to award this contract to the lowest qualified responsive responsible bidder based on the total base bid as long as the base bid amount falls within the amount of funds certified for the project plus 25%. 4.03 In the even no bid falls within the amount of funds certified for the project plus 25%, all bids shall be rejected and become confidential. 4.04 Bidder shall complete the Work in accordance with the Contract Documents for the price(s) indicated in the Bidder’s electronic bid submittal. Bidders shall refer to the City’s online bidding portal for unit price bid and deductive alternate input. ARTICLE 5 – CONTRACT TIMES 5.01 Bidder agrees that the Work will be substantially completed and completed and ready for final payment within the number of calendar days indicated in the Agreement. 5.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement ARTICLE 6 – BID CONTENT 6.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of a cashier’s check from a financial institution located in the State of Arkansas or a Bid Bond and in the amount of ________________________Dollars ($_____________________) DOCUMENT 00400-BID FORM (continued) B. A tabulation of Subcontractors and other persons and organizations required to be identified in this Bid. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-4 July 2026 ARTICLE 7 - COMMUNICATIONS 7.01 Communications concerning this Bid shall be addressed to the Bidder as Follows: ____________________________________________________ ____________________________________________________ ____________________________________________________ Email _______________________________________________ Phone No.____________________________________________ Fax No.______________________________________________ ARTICLE 8 – TERMINOLOGY 8.01 The terms used in the Bid which are defined in the GENERAL CONDITIONS or Instructions to Bidders will have the meanings assigned to them. ARTICLE 9 – CONTRACTORS ASSURANCES AND EXECUTION/SIGNATURE 9.01 Contractor’s Assurances. As the authorized representative of the individual, incorporation, or corporation (hereinafter referred to as the company) bidding on or participating in the project, I certify that I have read and understand the requirements of the General and/or Supplemental Conditions and that the principles, agents and employees of the company will comply with these requirements including all relevant statutes and regulations issued pursuant thereto. I further certify as the authorized agent of the company that: EQUAL OPPORTUNITY I will comply with all requirements of 41 CFR Chapter 60 and Executive Orders 11246 and 11375, including inclusion of all required equal opportunity clauses in each sub-contract awarded in excess of $10,000 and I will furnish a similar statement from each proposed sub-contractor, when appropriate. I will also comply with all Equal Employment Opportunity requirements as defined by Section 504 of the Rehabilitation Act of 1975; and Section 13 of the Federal Water Pollution Control Act Amendments of 1972 regarding sex discrimination. LABOR STANDARDS I will comply with the Labor Standards Provisions contained in the Contract Documents and furnish weekly payrolls and certifications as may be required by the City of Fayetteville to affirm compliance. I will also require that weekly payrolls be submitted to the City of Fayetteville for all subcontracts in excess of $2,000. OSHA REQUIREMENTS I will comply with the Department of Labor Safety and Health Regulations promulgated under Section 107 of the Contract Work Hours and Safety Standard Act (40 U.S.C. 327-333) in the performance of the contract. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-5 July 2026 DOCUMENT 00400-BID FORM (continued) PROCUREMENT PROHIBITIONS As required by Executive Order 11738, Section 306 of the Clean Air Act and Section 508 of the Clean Water Act, I certify that I will not procure goods and services from persons who have been convicted of violations of either law if the goods or services are to be produced by the facility that gave rise to the violation. DEBARMENT AND SUSPENSION I certify that to the best of my knowledge and belief that the company I represent and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or; local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property. (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. I understand that a false statement on this certification regarding debarment and suspension may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine. I further certify that I will obtain a similar certification for each subcontract awarded in excess of $25,000. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-6 July 2026 DOCUMENT 00400-BID FORM (continued) 9.02 Execution/Signatures for Contractor Assurance above, Bid and Bid Form: SUBMITTED on ___________________________________, 20___ Arkansas State Contractors License No. _______________________ If Bidder is: An Individual Name (type or printed): ____________________________________ By: __________________________________________________(SEAL) (Individual’s Signature) Doing business as: ________________________________________ Business address: _________________________________________ City, State, Zip: __________________________________________ Phone No: ____________________Fax No. ____________________ Email Address: ___________________________________________ A Partnership Partnership Name:_________________________________________ By: __________________________________________________(SEAL) (Signature of general partner-attach evidence of authority to sign)) Name (type or printed: _____________________________________ Business address: _________________________________________ City, State, Zip: __________________________________________ Phone No: ____________________Fax No. ____________________ Email Address: ___________________________________________ Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-7 July 2026 DOCUMENT 00400-BID FORM (continued) A Corporation or Corporate entity including Limited Liability Company (LLC) Corporation Name:_____________________________________(SEAL) State of Incorporation: __________________________________ Type (General Business, Professional, Service, Limited Liability): _____________________________________________________ By: _________________________________________________ (Signature-attach evidence of authority to sign) Name (type or printed: __________________________________ Title: ________________________________________________ Attest: ________________________________________________ (Signature of Corporate Secretary) ______________________________________________________ Business address: _______________________________________ Phone No: ____________________Fax No. __________________ Email Address: _________________________________________ Tax ID No.:_____________________________________________ END OF DOCUMENT 00400 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00400-Bid Form 00400-8 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00410 – BID BOND 00410-Bid Bond 00410-1 July 2026 KNOW ALL MEN BY THESE PRESENTS: that we as Principal, hereinafter called the Principal, and a corporation duly organized under the laws of the State of __________________ as Surety, hereinafter called Surety, are held and firmly bound unto City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 as Obligee, hereinafter called Owner, in the sum of _____________________________________ _________________________________ Dollars ($_______________), for the payment of which sum, well and truly to be made, Principal and said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted a Bid for: Goshen Water Storage Tank Improvements, Bid 26-47, Construction. NOW, THEREFORE, if the Owner shall accept the Bid of Principal and the Principal shall enter into a Contract with the Owner in accordance with the terms of such Bid, and give such Bond or Bonds as may be specified in the Bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of Principal to enter such Contract and give such Bond or Bonds, if the Principal shall pay to the Owner the difference not to exceed the penalty hereof between the amount specified in said Bid and such larger amount for which the Owner may in good faith contract with another party to perform the Work covered by said Bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this _______ day of ____________ 20__ Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00410 – BID BOND (continued) 00410-Bid Bond 00410-2 July 2026 PRINCIPAL (CORPORATE SEAL) By (Signature) (Type or print) SURETY By (Signature) (Type or print) ATTORNEY-IN-FACT (CORPORATE SEAL) By (Signature) (Type or print) This Bond shall be accompanied with Attorney-in-Fact’s authority from Surety END OF SECTION 00410 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00430 – LIST OF SUBCONTRACTORS 00430-List of Subcontractors 00430-1 July 2026 In compliance with the Instructions to Bidders and other Contract Documents, the undersigned submits the following names of Subcontractors to be used in performing the Work for: Goshen Water Storage Tank Improvements, Bid 26-47, Construction. Bidder certifies that all Subcontractors listed are eligible to perform the Work. Subcontractor's Work Subcontractor’s Name Expected Percentage and Address or Value Designate Work ____________________ ____________________________________ _______________ ____________________ ____________________________________ _______________ ____________________ ____________________________________ _______________ ____________________ ____________________________________ _______________ NOTE: This form must be submitted in accordance with the Instructions to Bidders. _________________________________________ Bidder’s name (type or print) _________________________________________ Bidder’s name (signature) _________________________________________ Date END OF SECTION 00430 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00430 – LIST OF SUBCONTRACTORS-CONTINUED 00430-List of Subcontractors 00430-2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR 00500-Agreement 00500-1 July 2026 Contract Name/Title: Goshen Water Storage Tank Improvements Contract No.: 26-47, Construction – Water Tank Improvements THIS AGREEMENT is dated as of the ______ day of _______________ in the year 20__ by and between The City of Fayetteville, Arkansas and (hereinafter called Contractor). ARTICLE 1 - WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The work under this Agreement includes, but is not limited to: A. Cleaning and recoating of the 300,000-gallon Goshen steel ground water storage tank. B. Installation of tank appurtenances. 1.02 The Contractor agrees to perform the work described in the Contract Documents and comply with the terms therein for the amounts shown in the Bid Proposal. 1.03 Any use of a third party dumpster or roll off container shall be procured from the City of Fayetteville Recycling and Trash Collection Division. Use of a Non-City dumpster or roll off container is not allowed. 1.04 Contractor is responsible for obtaining all applicable permits. The fees for City of Fayetteville (only) issued permits shall be waived. 1.05 The Contract may include work in City of Fayetteville right-of-way, ARDOT (State) right-of- way, railroad right-of-way and in General or Utility Easements. ARTICLE 2 - ENGINEER 2.01 The Contract Documents have been prepared by Hawkins-Weir Engineers, Inc. Hawkins- Weir Engineers, Inc. assumes all duties and responsibilities, and has the rights and authority assigned to Engineer in connection with completion of the Work in accordance with the Contract Documents. 2.02 The City of Fayetteville assumes all duties and responsibilities, and has the rights and authority assigned to The City of Fayetteville as Owner in connection with completion of the Work in accordance with the Contract Documents. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-2 July 2026 ARTICLE 3 - CONTRACT TIME 3.01 TIME OF THE ESSENCE: A. All time limits for milestone, if any, Substantial Completion and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 3.02 DATES FOR COMPLETION AND FINAL PAYMENT: A. The Work shall be substantially completed within 90 calendar days after the date when the Contract Times commence to run as provided in the GENERAL CONDITIONS, and final completion and ready for final payment within 105 calendar days after the date when the Contract Times commence to run as provided in the GENERAL CONDITIONS. 3.03 LIQUIDATED DAMAGES: A. Owner and Contractor recognize that time is of the essence of this Agreement and that The City of Fayetteville will suffer financial loss if the Work is not completed within the time specified above, plus any extensions thereof allowed in accordance with the GENERAL CONDITIONS. The parties also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by The City of Fayetteville if the Work is not Substantially Completed on time. Accordingly, instead of requiring any such proof, The City of Fayetteville and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay The City of Fayetteville One Thousand Dollars ($1,000.00) for each calendar day that expires after the time specified above in Paragraph 3.02 for Substantial Completion until the Work is Substantially Complete. After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the time specified in Paragraph 3.02 for completion and readiness for final payment or any proper extension thereof granted by The City of Fayetteville, Contractor shall pay The City of Fayetteville Five Hundred Dollars ($500.00) for each calendar day that expires after the time specified for completion and readiness for final payment. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-3 July 2026 ARTICLE 4 - CONTRACT PRICE 4.01 The CITY OF FAYETTEVILLE agrees to pay, and the CONTRACTOR agrees to accept, as full and final compensation for all work done under this agreement, the amount based on the unit prices bid in the Proposal which is hereto attached, for the actual amount accomplished under each pay item, said payments to be made in lawful money of the United States at the time and in the manner set forth in the Specifications. 4.02 As provided in the Contract estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in the General Conditions. Unit prices have been computed as provided in the Contract Documents. 4.03 Changes, modifications, or amendments in scope, price or fees to this contract shall not be allowed without a prior formal contract amendment approved by the Mayor and the City Council in advance of the change in scope, cost or fees. 1. Further, there shall be no changes to the scope and/or contract documents without prior written approval of the Engineer of Record and the City’s designated Professional Engineer. ARTICLE 5 - PAYMENT PROCEDURES 5.01 SUBMITTAL AND PROCESSING OF PAYMENTS: A. Contractor shall submit Applications for Payment in accordance with the GENERAL CONDITIONS. Applications for Payment will be processed by Engineer as provided in the GENERAL CONDITIONS. 5.02 PROGRESS PAYMENTS, RETAINAGE: A. The City of Fayetteville shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment as recommended by Engineer, on or about the 15th day of each month during construction. All such payments will be measured by the schedule of values established in the GENERAL CONDITIONS (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-4 July 2026 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as Engineer shall determine, or The City of Fayetteville may withhold, in accordance with the GENERAL CONDITIONS. a. 95% of Work Completed (with the balance being retainage). If Work has been 50% completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to The City of Fayetteville and Engineer, The City of Fayetteville on recommendation of Engineer, may determine that as long as the character and progress of the Work subsequently remain satisfactory to them, there will be no additional retainage on account of Work subsequently completed, in which case the remaining progress payments prior to Substantial Completion will be an amount equal to 100% of the Work Completed less the aggregate of payments previously made; and b. 100% of Equipment and Materials not incorporated in the Work but delivered, suitably stored, and accompanied by documentation satisfactory to The City of Fayetteville as provided in the GENERAL CONDITIONS. 5.03 FINAL PAYMENT: A. Upon final completion and acceptance of the Work in accordance with the GENERAL CONDITIONS, The City of Fayetteville shall pay the remainder of the Contract Price as recommended by Engineer and as provided in the GENERAL CONDITIONS. ARTICLE 6 - CONTRACTOR'S REPRESENTATIONS 6.01 In order to induce The City of Fayetteville to enter into this Agreement, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents including the Addenda and other related data identified in the Bid Documents. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-5 July 2026 B. Contractor has visited the Site(s) and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, performance, and furnishing of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. D. Contractor has carefully studied all: (1) Reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site; and (2) Reports and drawings of a Hazardous Environmental Condition, if any, at the Site. Contractor acknowledges that The City of Fayetteville and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the Site. E. Contractor has obtained and carefully studied (or assumes responsibility of having done so) all such additional supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site or otherwise which may affect cost, progress, performance, and furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto. F. Contractor does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary for the performing and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by The City of Fayetteville and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-6 July 2026 I. Contractor has given the Purchasing Division written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents and the written resolution thereof by the Purchasing Division is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 7 - CONTRACT DOCUMENTS 7.01 CONTENTS: A. The Contract Documents which comprise the entire Agreement between The City of Fayetteville and Contractor concerning the Work consist of the following and may only be amended, modified, or supplemented as provided in this Agreement and in the GENERAL CONDITIONS: 1. This Agreement. 2. Exhibits to this Agreement (enumerated as follows): a. Notice to Proceed. b. Contractor's Bid. c. Documentation submitted by Contractor prior to Notice of Award. 3. Performance, Payment, and other Bonds. a. The Performance and Payment Bonds shall be one hundred percent (100%). b. The Contractor shall file the Performance, Payment and Warranty Bonds at the Washington County Clerk’s office prior to providing a file marked copy of the filed Performance, Payment and Warranty Bonds to the Owner or Engineer. 4. General Conditions. 5. Supplementary Conditions. 6. Specifications consisting of divisions and sections as listed in Table of Contents of Project Manual. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-7 July 2026 7. Drawings consisting of a cover sheet and sheets as listed in the Table of Contents thereof (Drawings), with each sheet bearing the following general title: Goshen Water Storage Tank Improvements 8. Addenda numbers ______ inclusive. 9. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to the GENERAL CONDITIONS. ARTICLE 8 - MISCELLANEOUS 8.01 TERMS: A. Terms used in this Agreement which are defined in the GENERAL CONDITIONS shall have the meanings stated in the GENERAL CONDITIONS. 8.02 ASSIGNMENT OF CONTRACT: A. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by Law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 8.03 SUCCESSORS AND ASSIGNS: A. The City of Fayetteville and Contractor each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 8.04 SEVERABILITY: A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon The City of Fayetteville and Contractor, Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-8 July 2026 who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 8.05 FREEDOM OF INFORMATION ACT: A. City contracts and documents prepared while performing city contractual work are subject to the Arkansas Freedom of Information Act. If a Freedom of Information Act request is presented to the City of Fayetteville, the contractor will do everything possible to provide the documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. §25-19-101 et. seq.). Only legally authorized photocopying costs pursuant to the FOIA may be assessed for this compliance. 8.06 LIENS: A. No liens against this construction project are allowed. Arkansas law (A.C.A. §§18-44-501 through 508) prohibits the filing of any mechanics of materialmen's liens in relation to this public construction project. Arkansas law requires and the contractor promises to provide and file with the Circuit Clerk of Washington County a bond in a sum equal to the amount of this contract. Any subcontractor or materials supplier may bring an action for non-payment or labor or material on the bond. The contractor promises to notify every subcontractor and materials supplier for this project of this paragraph and obtain their written acknowledgement of such notice prior to commencement of the work of the subcontractor or materials supplier. IN WITNESS WHEREOF, The City of Fayetteville and Contractor have signed this Agreement in quadruplicate. One counterpart each has been delivered to Contractor. Three counterparts each has been retained by The City of Fayetteville. All portions of the Contract Documents have been signed, initialed, or identified by The City of Fayetteville and Contractor. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-9 July 2026 This Agreement will be effective on ____________________________, 20___, which is the Effective Date of the Agreement. CONTRACTOR: CITY OF FAYETTEVILLE By: By: (Type or legibly print) (Type or legibly print) (Signature) (Signature) Title: Title: Mayor Contractor shall attach evidence of authority to sign. If Contractor is a corporation, corporate entity or LLC, Contractor shall attach Corporate Resolution authorizing Contractor’s signature and execution of Agreement. Further if Contractor is a corporation, corporate entity or LLC, Contractor shall also attach a copy of the Contractor’s Articles of Incorporation and a copy form the Arkansas State Secretary of State to document that the corporation, corporate entity or LLC is in current “Good Standing” with the State of Arkansas and such entity is permitted to perform work in the State of Arkansas. (SEAL) (SEAL) Attest Attest Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00500 – AGREEMENT BETWEEN OWNER AND CONTRACTOR (continued) 00500-Agreement 00500-10 July 2026 Address for giving notices Address for giving notices 113 W. Mountain St. Fayetteville, AR 72701 License No. ____________ Agent for Service of process (Type or legibly print) (Signature) Contractor shall attach evidence of authority of Agent for Service process to sign. If Contractor is a corporation, corporate entity or LLC, Contractor shall attach Corporate Resolution authorizing Agent for Service process authority to sign. (If Contractor is a corporation, corporate entity Approved as to Form: or LLC, attach evidence of authority to sign.) By: Attorney For: END OF SECTION 00500 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00550 – NOTICE TO PROCEED 00550-Notice to Proceed 00550-1 July 2026 Note: The following Notice To Proceed Document will be completed after Contract Award. TO: Contract Name/Title: Goshen Water Storage Tank Improvements Contract No: 26-47, Construction Owner: City of Fayetteville, Arkansas You are notified that the Contract Time(s) under the above Contract will commence to run on (date to be furnished). By that date, you are to start performing your obligations under the Contract Documents. In accordance with the Agreement between Owner and Contractor, the date(s) of Substantial Completion and final completion ready for final payment are _____________ and ________________ respectively. Before you may start any work at the Site, the General Conditions provide that you and Owner must each deliver to the other, (with copies to Engineer and other identified additional insureds) certificates of insurance, which each is required to purchase and maintain in accordance with the Contract Documents. Also before you may start any work at the Site, you must submit the following: 1. Preliminary construction progress schedule. 2. Preliminary schedule of Submittals. 3. Satisfactory evidence of insurance in accordance with the requirements of the General Conditions. 4. Temporary erosion control requireiments as specified. 5. Maintenance of Traffic as specified. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00550 – NOTICE TO PROCEED (continued) 00550–Notice to Proceed 00550-2 July 2026 You are required to return an acknowledgement copy of this Notice to Proceed to the Owner. Dated OWNER __________________________________ By ACCEPTANCE OF NOTICE TO PROCEED CONTRACTOR __________________________________ By _______________________________ Title______________________________ Date ____________________, 20_______ Copy to Engineer (Use Certified Mail, Return Receipt Requested) END OF DOCUMENT 00550 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00610 – PERFORMANCE BOND 00610-Performance Bond 00610-1 July 2026 KNOW ALL MEN BY THESE PRESENTS: THAT as Principal, hereinafter called Contractor, and as Surety, hereinafter called Surety, are held and firmly bound unto City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 as Obligee, hereinafter called Owner, in the amount of $________________, for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written Agreement dated ________________, 20___, entered into a contract with Owner for Goshen Water Storage Tank Improvements Bid 26-47, Construction – Water Storage Tank Improvements which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations, thereunder, the Surety may promptly remedy the default, or shall promptly: A. Complete the Contract in accordance with its terms and conditions, or B. Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00610 – PERFORMANCE BOND (continued) 00610-Performance Bond 00610-2 July 2026 upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this Bond must be instituted before the expiration of two years from the date on which final payment under the Contract falls due. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators, or successors of the Owner. Signed and sealed this _______ day of ________________ 20___ CONTRACTOR (CORPORATE SEAL) (Type or legibly print) By: (Type or legibly print) (Signature) Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00610 – PERFORMANCE BOND (continued) 00610-Performance Bond 00610-3 July 2026 SURETY COUNTERSIGNED: Resident Agent State of Arkansas (Type or legibly print) (Type or legibly print) By By (Type or legibly print) (Type or legibly print) (Signature) (Signature) ATTORNEY-IN-FACT (CORPORATE SEAL) (Type or legibly print) (Signature) (This Bond shall be accompanied with Attorney-in-Fact's authority from Surety) Approved as to Form: (Type or legibly print) (Signature) Attorney for (Type or legibly print) END OF SECTION 00610 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00610 – PERFORMANCE BOND (continued) 00610-Performance Bond 00610-4 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00611 – LABOR AND MATERIAL PAYMENT BOND 00611-Labor and Material Payment Bond 00611-1 July 2026 This Bond is issued simultaneously with Performance Bond in favor of Owner conditioned on the full and faithful performance of the Contract. KNOW ALL MEN BY THESE PRESENTS: that as Principal, hereinafter called Contractor, and as Surety, hereinafter called Surety, are held and firmly bound unto City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of $_________________, for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written Agreement dated __________, 20__, entered into a contract with Owner for : Goshen Water Storage Tank Improvements Bid 26-47, Construction – Water Storage Tank Improvements which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: A. A claimant is defined as one having a direct contract with the Contractor or with a Subcontractor of the Contractor for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental of equipment directly applicable to the Contract. B. The above named Contractor and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of 90 days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00611 – LABOR AND MATERIAL PAYMENT BOND (continued) 00611-Labor and Material Payment Bond 00611-2 July 2026 due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. C. No suit or action shall be commenced hereunder by any claimant: 1. Unless claimant other than one having a direct contract with Principal, shall have given written notice to any two of the following: the Contractor, the Owner, or the Surety within 90 days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to Contractor, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid Project is located, save that such service need not be made by a public officer. 2. After the expiration of one year following the date on which Contractor ceased Work on the Contract, it being understood, however, that if any limitation embodied in this Bond is prohibited by any Law controlling the construction hereof, such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such Law. 3. Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. D. The amount of this Bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this Bond. Signed and sealed this _______ day of ____________ 20__ CONTRACTOR (CORPORATE SEAL) (Type or legibly print) By: (Type or legibly print) (Signature) Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00611 – LABOR AND MATERIAL PAYMENT BOND (continued) 00611-Labor and Material Payment Bond 00611-3 July 2026 SURETY COUNTERSIGNED: Resident Agent State of Arkansas (Type or legibly print) (Type or legibly print) By By (Type or legibly print) (Type or legibly print) (Signature) (Signature) ATTORNEY-IN-FACT (CORPORATE SEAL) (Type or legibly print) (Signature) (This Bond shall be accompanied with Attorney-in-Fact's authority from Surety) Approved as to Form: (Type or legibly print) (Signature) Attorney for (Type or legibly print) END OF SECTION 00611 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 00611-Labor and Material Payment Bond 00611-4 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00640 – WARRANTY BOND 00640-Warranty Bond 00640-1 July 2026 We, , as principal (“Principal”), and as surety (“Surety”), are hereby jointly and severally held and firmly bound unto the City of Fayetteville for the payment of Dollars ($ ), subject to the terms and conditions provided herein. WHEREAS, Principal executed and entered into that certain Agreement with City of Fayetteville for Goshen Water Storage Tank Improvements Bid 26-47, Construction – Water Storage Tank Improvements dated , 20___ (the “Contract”), the provisions of which are incorporated herein by reference, and unless otherwise defined herein all defined terms used or referred to herein shall have the meaning ascribed thereto in the Contract. In addition to other obligations and liabilities, the Contract required Principal to perform the Work for the Project and to furnish this Bond to City of Fayetteville in compliance with the General Conditions. NOW THEREFORE, the obligations of Principal and Surety herein shall remain in full force and effect as provided herein, subject to becoming null and void upon the occurrence of either or both of the conditions that (a) Principal shall fully perform and satisfy all obligations and liabilities of Principal under the warranty and guarantee provisions of Article 29 of the General Conditions, as modified or supplemented by the Supplementary Conditions or any other applicable Contract Documents, at any time within two years after the date of Final Acceptance or such longer period of time as may be prescribed therein (the “Warranty Period”), all of which includes without limitation either correcting the defective Work, or removing and replacing it with nondefective Work, or paying all direct, indirect or consequential costs of such correction or removal and replacement, all as provided therein, or (b) City of Fayetteville shall fail to institute a lawsuit, action or other proceeding under this Bond before the expiration of three (3) months following the end of the Warranty Period. FURTHER PROVIDED, that (a) any changes, modifications, amendments, alterations or supplementations in or to the Contract, and Contract Documents or the Work, or the giving by City of Fayetteville of any extension of time for the performance of the Contract, or any other forbearance on the part of either City of Fayetteville or Principal to the other, shall not in any way release the Principal or Surety, or either of them, from their liability hereunder, notice to the Surety of any of the foregoing being hereby waived, (b) in no event shall the aggregate liability of Surety exceed the amount set out herein, and (c) the rights and obligations hereof shall be binding upon and shall inure to the benefit of Principal, Surety, City of Fayetteville and their respective heirs, legal representatives, partners, privies, successors and assigns, provided that nothing herein shall authorize the assignment of any such rights and obligations. Date of project final completion is . The bond shall be 25% of the final project value and shall be effective for a period of two years. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00640 – WARRANTY BOND (continued) 00640-Warranty Bond 00640-2 July 2026 Executed on the day of 20 . By (Type or legibly print) (Signature) SEAL Witness: (Type or legibly print) (Signature) Attest: SEAL (Type or legibly print) (Signature) Surety END OF SECTION 00640 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS TABLE OF CONTENTS 00700-General Conditions Table of Contents 00700-i July 2026 ARTICLE 1 - DEFINITIONS AND TERMINOLOGY .......................................................1 1.01 CONTRACT DOCUMENTS: ............................................................................................ 1 1.02 DEFINITIONS: .................................................................................................................. 1 1.03 TERMINOLOGY: .............................................................................................................. 5 ARTICLE 2 - PRELIMINARY MATTERS ..........................................................................5 2.01 DELIVERY OF BONDS: ................................................................................................... 5 2.02 COPIES OF DOCUMENTS: .............................................................................................. 5 2.03 COMMENCEMENT OF CONTRACT TIMES; NOTICE TO PROCEED: ..................... 5 2.04 STARTING THE PROJECT: ............................................................................................. 6 2.05 BEFORE STARTING CONSTRUCTION: ....................................................................... 6 2.06 PRECONSTRUCTION CONFERENCE: .......................................................................... 6 2.07 FINALIZING SCHEDULES: ............................................................................................. 6 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ...............6 3.01 INTENT: ............................................................................................................................. 6 3.02 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS: .......................... 8 3.03 OWNERSHIP AND REUSE OF DOCUMENTS: ............................................................. 8 ARTICLE 4 - AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS ...................................................................................8 4.01 AVAILABILITY OF LANDS:........................................................................................... 8 4.02 UNFORESEEN SUBSURFACE CONDITIONS: ............................................................. 8 4.03 PHYSICAL CONDITIONS - UNDERGROUND FACILITIES: ...................................... 9 4.04 REFERENCE POINTS: ................................................................................................... 10 4.05 ASBESTOS, PCBS, PETROLEUM, HAZARDOUS WASTE, OR RADIOACTIVE MATERIAL: ..................................................................................................................... 10 ARTICLE 5 - BONDS AND INSURANCE .........................................................................11 5.01 PERFORMANCE AND OTHER BONDS: ..................................................................... 11 5.02 INSURANCE: .................................................................................................................. 12 ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES...................................................17 6.01 SUPERVISION AND SUPERINTENDENCE: ............................................................... 17 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions Table of Contents 00700-ii July 2026 6.02 LABOR, EQUIPMENT, AND MATERIALS: ................................................................ 18 6.03 ADJUSTING PROGRESS SCHEDULE: ........................................................................ 18 6.04 SUBSTITUTES OR “OR-EQUAL” ITEMS: ................................................................... 18 6.05 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS: ....................... 20 6.06 PATENT FEES AND ROYALTIES: ............................................................................... 21 6.07 PERMITS: ........................................................................................................................ 21 6.08 LAWS AND REGULATIONS: ....................................................................................... 22 6.09 TAXES: ............................................................................................................................ 22 6.10 USE OF PREMISES: ........................................................................................................ 22 6.11 RECORD DOCUMENTS: ............................................................................................... 23 6.12 SAFETY AND PROTECTION: ....................................................................................... 23 6.13 EMERGENCIES: ............................................................................................................. 24 6.14 SUBMITTALS: ................................................................................................................ 24 6.15 CONTINUING THE WORK: .......................................................................................... 25 6.16 ACCESSIBILITY REQUIREMENTS ............................................................................. 25 6.17 INDEMNIFICATION: ..................................................................................................... 26 ARTICLE 7 - OTHER WORK .............................................................................................27 7.01 RELATED WORK AT SITE: .......................................................................................... 27 7.02 COORDINATION: ........................................................................................................... 27 ARTICLE 8 - OWNER’S RESPONSIBILITIES ................................................................27 8.01 COMMUNICATIONS: .................................................................................................... 27 8.02 CHANGE OF ENGINEER : ............................................................................................. 27 8.03 REQUIRED DATA: ......................................................................................................... 28 8.04 LANDS AND EASEMENTS: .......................................................................................... 28 8.05 INSURANCE: .................................................................................................................. 28 8.06 CHANGE ORDERS: ........................................................................................................ 28 8.07 INSPECTIONS AND TESTS: ......................................................................................... 28 8.08 STOPPING THE WORK: ................................................................................................ 28 8.09 LIMITATIONS ON OWNER’S RESPONSIBILITIES: .................................................. 28 ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION .............................28 9.01 OWNER’S REPRESENTATIVE: .................................................................................... 28 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions Table of Contents 00700-iii July 2026 9.02 VISITS TO SITE: ............................................................................................................. 29 9.03 PROJECT REPRESENTATION: ..................................................................................... 29 9.04 CLARIFICATIONS AND INTERPRETATIONS: .......................................................... 29 9.05 AUTHORIZED VARIATIONS IN WORK: .................................................................... 29 9.06 REJECTING DEFECTIVE WORK: ................................................................................ 29 9.07 SUBMITTALS, CHANGE ORDERS, AND PAYMENTS: ............................................ 30 9.08 DETERMINATIONS FOR UNIT PRICES: .................................................................... 30 9.09 DECISIONS ON DISPUTES: .......................................................................................... 30 9.10 LIMITATIONS ON ENGINEER’S RESPONSIBILITIES: ............................................ 31 ARTICLE 10 - CHANGES IN THE WORK .........................................................................32 10.01 GENERAL: ....................................................................................................................... 32 ARTICLE 11 - CHANGE OF CONTRACT PRICE ............................................................32 11.01 GENERAL: ....................................................................................................................... 32 11.02 COST OF THE WORK: ................................................................................................... 33 11.03 CONTRACTOR’S FEE: ................................................................................................... 35 11.04 CASH ALLOWANCES: .................................................................................................. 36 11.05 UNIT PRICE WORK: ...................................................................................................... 36 11.06 RIGHT OF AUDIT: .......................................................................................................... 37 ARTICLE 12 - CHANGE OF CONTRACT TIMES ............................................................37 12.01 GENERAL: ....................................................................................................................... 37 ARTICLE 13 - WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK ............................................................................................................38 13.01 WARRANTY AND GUARANTEE: ............................................................................... 38 13.02 ACCESS TO THE WORK: .............................................................................................. 39 13.03 TESTS AND INSPECTIONS: ......................................................................................... 39 13.04 DEFECTIVE WORK: ...................................................................................................... 39 13.05 UNCOVERING WORK: .................................................................................................. 40 13.06 OWNER MAY STOP THE WORK: ................................................................................ 40 13.07 CORRECTION OR REMOVAL OF DEFECTIVE WORK:........................................... 40 13.08 TWO-YEAR WARRANTY AND CORRECTION PERIOD: ........................................ 40 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions Table of Contents 00700-iv July 2026 13.09 ACCEPTANCE OF DEFECTIVE WORK: ..................................................................... 41 13.10 OWNER MAY CORRECT DEFECTIVE WORK: ......................................................... 41 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION ........................42 14.01 SCHEDULE OF VALUES: .............................................................................................. 42 14.02 APPLICATION FOR PROGRESS PAYMENT: ............................................................. 42 14.03 CONTRACTOR’S WARRANTY OF TITLE: ................................................................ 43 14.04 REVIEW OF APPLICATION FOR PROGRESS PAYMENT: ...................................... 43 14.05 SUBSTANTIAL COMPLETION: ................................................................................... 44 14.06 PARTIAL UTILIZATION: .............................................................................................. 45 14.07 FINAL INSPECTION: ..................................................................................................... 46 14.08 FINAL APPLICATION FOR PAYMENT: ..................................................................... 46 14.09 FINAL PAYMENT AND ACCEPTANCE:..................................................................... 46 14.10 CONTRACTOR’S CONTINUING OBLIGATION: ....................................................... 47 14.11 WAIVER OF CLAIMS: The making and acceptance of final payment will constitute: . 47 14.12 INTEREST: NOT APPLICABLE. .................................................................................. 47 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION ...................................48 15.01 OWNER MAY SUSPEND WORK: ................................................................................ 48 15.02 OWNER MAY TERMINATE: ........................................................................................ 48 15.03 CONTRACTOR MAY STOP WORK OR TERMINATE: ............................................. 49 ARTICLE 16 - RESOLUTION OF DISPUTES ....................................................................49 16.01 RESOLUTION OF CLAIMS AND DISPUTES .............................................................. 49 ARTICLE 17 - MISCELLANEOUS ......................................................................................50 17.01 GIVING NOTICE: ........................................................................................................... 50 17.02 COMPUTATION OF TIME: ........................................................................................... 50 17.03 CLAIMS, CUMULATIVE REMEDIES: ......................................................................... 50 17.04 FREEDOM OF INFORMATION ACT: .......................................................................... 51 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-1 July 2026 This document is based upon Engineers Joint Contract Documents Committee “Standard General Conditions of the Construction Contract,” with modifications. ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 1.01 CONTRACT DOCUMENTS: 1. The Contract Documents establish the rights and obligations of the parties and shall consist of the documents listed in DOCUMENT 00500, AGREEMENT. B. Reports and drawings of subsurface and physical conditions and approved Submittals by Contractor are not Contract Documents. C. Only printed or hard copies of items listed in subparagraph 1.01A are Contract Documents. Files in electronic media format of text, data, graphics, and the like that may be furnished by Owner to Contractor are not Contract Documents. 1.02 DEFINITIONS: A. Wherever used in these General Conditions or elsewhere in the Contract Documents, the following terms have the meanings indicated below, which are applicable to both the singular and plural thereof: 1. “Addenda” - written or graphic changes or interpretations of the Contract Documents issued by Owner prior to the opening of Bids. 2. “Agreement” - the written agreement between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 3. “Application for Payment” - the form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress and final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. “Asbestos” - any material that contains more than 1% asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. “Bid” - the formal offer of the Bidder submitted on the prescribed Bid Form together with the required Bid security and all information submitted with the Bid that pertains to performance of the Work. 6. “Bidder” - any person, firm, or corporation submitting a Bid for the Work or their duly authorized representatives. 7. “Change Order” - a written document signed by Owner and Engineer authorizing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued on or after execution of the Agreement. 8. “Contract Drawings” - drawings and other data designated as Contract Drawings prepared by Engineer for this Contract which show the character and scope of the Work to be performed and are referred to in the Contract Documents. 9. “Contract Price” - the total monies payable to Contractor under the Contract Documents as stated in the Agreement. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-2 July 2026 10. “Contract Times” - the number of days or the dates stated in the Agreement to: (i) achieve Substantial Completion; and (ii) complete the Work so that it is ready for final payment as evidenced by Engineer’s written recommendations of final payment. 11. “Contractor” - the person, firm or corporation with whom Owner has entered into the Agreement. 12. “Date of Contract”, “Effective Date of the Agreement” - the date of the City Council Approval also indicated in the Agreement. 13. “Engineer” or “Engineer-Architect” - Architect, engineer, or other licensed professional who is either employed or has contracted with Owner to serve in a design capacity and whose consultants, members, partners, employees, or agents have prepared and sealed the Drawings and Specifications. 14. “Engineer’s Consultant” - an individual or entity having a contract with Engineer to furnish services as Engineer’s independent professional associate or consultant with respect to the Project. 15. “Equipment” - a product with operational or nonoperational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping. 16. “Field Order” - a written order issued by Engineer which orders minor changes in the Work in accordance with Paragraph 9.05 but which does not involve a change in the Contract Price or the Contract Times. 17. “General Requirements” - Sections of DIVISION 1 of the Specifications. The General Requirements pertain to all sections of the Specifications. 18. “Hazardous Waste” - the term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 19. “Law” - law of the place of the Project which shall govern the performance hereunder. 20. “Laws and Regulations,” “Laws or Regulations” - laws, rules, regulations, ordinances, codes and/or orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 21. “Lien” - charges, security interests, or encumbrances on Project funds, real property, or personal property. 22. “Materials” - products substantially shaped, cut, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed to form a part of the Work. 23. “Notice of Award” - the written notice by Owner to the apparent successful Bidder stating that upon compliance by the apparent successful Bidder with the conditions precedent enumerated therein, within the time specified, Owner will sign and deliver the Agreement. 24. “Notice to Proceed” - the written notice by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform Contractor’s obligation under the Contract Documents. 25. “Owner” - the City of Fayetteville, Arkansas, a constitutionally chartered municipal corporation, with which the Contractor has entered into the Agreement and for whom the Work is to be provided. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-3 July 2026 26. “Partial Utilization” - placing a portion of the Work in service for the purpose for which it is intended (or a related purpose) before reaching Substantial Completion of all the Work. 27. “PCBs” - Polychlorinated biphenyls. 28. “Petroleum” - petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60o Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Wastes and crude oils. 29. “Program Manager” – NOT USED. 30. “Project” - the total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 31. “Project Manual” - The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 32. “Radioactive Material” - source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 33. “Resident Project Representative” - the authorized representative of Engineer who is assigned to the construction Site or any part thereof. 34. “Reference Drawings” - drawings not specifically prepared for, nor a part of, this Contract, but which contain information pertinent to the Work. 35. “Samples” - physical examples of Equipment, Materials, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 36. “Shop Drawings” - all drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 37. “Site” - lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 38. “Specifications” - those portions of the Contract Documents consisting of written technical descriptions of the Work, and covering the Equipment, Materials, workmanship, and certain administrative details applicable thereto. 39. “Subcontractor” - an individual, firm, or corporation having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 40. “Submittals” - all Shop Drawings, product data, and Samples which are prepared by Contractor, a Subcontractor, manufacturer, or Supplier, and submitted by Contractor to Engineer as a basis for approval of the use of Equipment and Materials proposed for incorporation in the Work or needed to describe proper installation, operation and maintenance, or technical properties. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-4 July 2026 41. “Substantial Completion” - the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer as evidenced by his definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be used for the purposes for which it was intended. 42. “Supplementary Conditions” – part of the Contract Documents which amends and/or supplements these General Conditions. 43. “Supplier” - a manufacturer, fabricator, supplier, distributor, material man, or vendor. 44. “Underground Facilities” - all pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems, or water. 45. “Unit Price Work” - Work to be paid on the basis of Unit Prices. 46. “Work” - the entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work is the result of performing services, the furnishing of Bonds and insurance, furnishing labor, and furnishing and incorporating Materials and Equipment into the construction, all as required by the Contract Documents. 47. “Work Change Directive” - a written directive to Contractor, issued on or after the effective Date of the Agreement and signed by Owner and recommended by Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in Article 4 or to emergencies under Paragraph 6.13. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in Paragraph 10.01B. 48. “Written Amendment” - a written amendment to the Contract Documents, signed by Owner and Contractor on or after the Effective Date of the Agreement, and normally dealing with the nonengineering or nontechnical rather than strictly Work-related aspects of the Contract Documents. 49. “Year 2000 Compliance” or “Year 2000 Compliant” – means that equipment, devices, items, systems, software, hardware, and firmware included in the Work or used to produce the Work shall properly, appropriately, and consistently function and accurately process date and time data (including without limitation: calculating, comparing, and sequencing) on and after December 31, 1999, including leap year calculations. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-5 July 2026 1.03 TERMINOLOGY: A. Whenever used in these General Conditions or elsewhere in the Contract Documents, the following terminology shall have the intent and meaning specified below: 1. The words “as indicated” refer to the Drawings and “as specified” refer to the remaining Contract Documents. 2. The terms “responsible” or “responsibility” mean that the party to which the term applies shall assume all responsibilities thereto. 3. The term “approve”, when used in response to Submittals, requests, applications, inquiries, reports and claims by Contractor, will be held to limitations of Engineer’s responsibilities and duties or specified in these General Conditions. In no case will “approval” by Engineer be interpreted as a release of Contractor from responsibilities to fulfill requirements of Contract Documents. 4. When applied to Equipment and Materials, the words “furnish”, “install”, and “provide” shall mean the following: a. The word “provide” shall mean to furnish, pay for, deliver, assemble, install, adjust, clean and otherwise make Materials and Equipment fit for their intended use. b. The word “furnish” shall mean to secure, pay for, deliver to Site, unload and uncrate Equipment and Materials. c. The word “install” shall mean to assemble, place in position, incorporate in the Work, adjust, clean, and make fit for use. d. The phrase “furnish and install” shall be equivalent to the word “provide.” 5. The word “day” shall constitute a calendar day of twenty-four hours measured from midnight to the next midnight. ARTICLE 2 - PRELIMINARY MATTERS 2.01 DELIVERY OF BONDS: A. When Contractor delivers the executed Agreements to Owner, Contractor shall also deliver to Owner such executed and recorded Bonds as Contractor may be required to furnish in accordance with Paragraph 5.01. 2.02 COPIES OF DOCUMENTS: A. Owner will furnish to Contractor copies of the Contract Documents as stated in the General Requirements. 2.03 COMMENCEMENT OF CONTRACT TIMES; NOTICE TO PROCEED: A. The Contract Times will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time mutually agreed upon by the Contractor and the Owner within 60 days after the Effective Date of the Agreement upon completion of required executed documents. Unless modified by formal written agreement, the Contract Times will commence to run no later than the 90th day after the Effective Date of the Agreement. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-6 July 2026 2.04 STARTING THE PROJECT: A. Contractor shall start to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 BEFORE STARTING CONSTRUCTION: A. Before starting construction and undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby; however, Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, or discrepancy in the Contract Documents, unless Contractor had actual knowledge thereof or should reasonably have known thereof. B. Within thirty (60) days after the Effective Date of the Agreement, and before Contractor starts the Work at the Site, Contractor shall submit items as noted in Document 00550 – Notice to Proceed (and as specified) to Engineer for review. C. Further, before any Work at the Site is started, Contractor shall deliver to Owner, with a copy to Engineer, certificates and other evidence of insurance requested by Owner which Contractor is required to purchase and maintain in accordance with Paragraph 5.02 (and Owner shall deliver to Contractor certificates and other evidence of insurance requested by Contractor which Owner is required to purchase and maintain in accordance with Paragraph 5.02). 2.06 PRECONSTRUCTION CONFERENCE: A. Within 60 days after the Effective Date of the Agreement, but before Contractor starts the Work at the Site, a conference attended by Contractor, Engineer, and others as appropriate will be held to discuss the schedules referred to in Paragraph 2.05B, to discuss procedures for handling Submittals, processing Applications for Payment, and to establish a working understanding among the parties as to the Work. 2.07 FINALIZING SCHEDULES: A. A schedule shall be finalized in accordance with Specification SECTION 01321. The finalized construction progress schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times, but such acceptance will neither impose on Engineer responsibility for the progress or scheduling of the Work nor relieve Contractor from full responsibility therefor. The finalized schedule of Submittal submissions will be acceptable to Engineer if it provides a workable arrangement for processing the submissions. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 INTENT: A. The Contract Documents comprise the entire agreement between Owner and Contractor concerning the Work. The Contract Documents are complementary; what Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-7 July 2026 is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the Law of the place of the Project. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, Materials, or Equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result will be supplied whether or not specifically called for, at no additional cost to the Owner. 1. When words which have a well-known technical or trade meaning are used to describe Work, Materials, or Equipment, such words shall be interpreted in accordance with that meaning. 2. Reference to standard specifications, manuals, or codes of any technical society, organization, or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual, or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of Owner, Contractor, or Engineer, or any of their consultants, agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to Engineer, or any of Engineer’s consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of the Contract Documents. 3. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Paragraph 9.04. C. If, during the performance of the Work, Contractor finds a conflict, error, or discrepancy in the Contract Documents, Contractor shall so report to Engineer in writing at once and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from Engineer, however, Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof or should reasonably have known thereof. D. Applicable codes and standards referenced in these Contract Documents establish minimum requirements for Equipment, Materials, and Work and are superseded by more stringent requirements of Contract Documents when and where they occur. E. The Specifications are separated into Divisions and Sections for convenience in defining the Work. Contract Drawings are separated according to engineering disciplines and other classifications. This sectionalizing and the arrangement of Contract Drawings shall not control the Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-8 July 2026 3.02 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS: A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 1. A formal Written Amendment. 2. A Change Order (pursuant to Paragraph 10.01D). B. As indicated in Paragraphs 11.01B and 12.01A, Contract Price and Contract Times may only be changed by a Change Order or Written Amendment. C. In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in the following way: 1. A Field Order (pursuant to Paragraph 9.05). 2. Engineer’s written interpretation or clarification (pursuant to Paragraph 9.04). 3.03 OWNERSHIP AND REUSE OF DOCUMENTS: A. All Contract Documents and copies thereof furnished by Engineer shall be the property of the Owner. B. Neither Contractor nor any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with Owner shall have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer; and they shall not reuse any of the documents on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. ARTICLE 4 - AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS 4.01 AVAILABILITY OF LANDS: A. Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for the use of Contractor. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by Owner, unless otherwise provided in the Contract Documents. B. If Contractor believes that any delay in Owner’s furnishing these lands, rights-of-way, or easements entitles Contractor to an extension of the Contract Times, Contractor may make a claim therefor as provided in Article 12. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. D. Contractor shall confine his operations to the construction limits indicated. 4.02 UNFORESEEN SUBSURFACE CONDITIONS: A. Contractor shall promptly notify Engineer in writing of any subsurface or latent physical conditions encountered at the Site which differ materially from those Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-9 July 2026 specified or indicated, or which could be reasonably interpreted from examination of the Site and available subsurface information at the time of bidding. B. Engineer will promptly investigate those conditions and advise Owner if further surveys or subsurface tests are necessary. Promptly thereafter, Engineer will obtain the necessary additional surveys and tests and furnish copies of results to Contractor and Owner. C. If Engineer and Owner find that the subsurface or latent physical conditions encountered at the Site differ materially from those specified or indicated, or which could have been reasonably interpreted from examination of the Site and available subsurface information at the time of bidding, then a Change Order will be issued by the Owner incorporating the necessary revisions. 4.03 PHYSICAL CONDITIONS - UNDERGROUND FACILITIES: A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and, 2. Contractor shall have full responsibility for reviewing and checking all such information and data, for locating all Underground Facilities shown or indicated in the Contract Documents, for coordination of the Work with the owners of such Underground Facilities during construction, for the safety and protection thereof as provided in Paragraph 6.12 and repairing any damage thereto resulting from the Work, the cost of all of which will be considered as having been included in the Contract Price. B. Not Shown or Indicated: If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated in the Contract Documents and which Contractor could not reasonably have been expected to be aware of, Contractor shall, promptly after becoming aware thereof and before performing any Work affected thereby (except in an emergency as permitted by Paragraph 6.13), identify the owner of such Underground Facility and give written notice thereof to that owner and Engineer. Engineer will promptly review the Underground Facility to determine the extent to which the Contract Documents should be modified to reflect and document the consequences of the existence of the Underground Facility, and the Contract Documents will be amended or supplemented to the extent necessary. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility as provided in Paragraph 6.12. Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and which Contractor could not reasonably have been expected to be aware of. If the parties are unable to agree as to the amount or length thereof, Contractor may make a claim therefor as provided in Articles 11 and 12. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-10 July 2026 4.04 REFERENCE POINTS: A. Engineer will provide engineering surveys to establish reference points for construction which in Engineer’s judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work (unless otherwise specified in the General Requirements), shall protect and preserve the established reference points, and shall make no changes or relocations without the prior written approval of Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. Contractor shall be responsible for any mistakes or loss of time that may result from their loss or disturbance. B. Contractor shall make such surveys as are required for establishing pay limits and determining quantities for progress pay estimates. He shall furnish Engineer with one copy each of all field notes of such surveys. 4.05 ASBESTOS, PCBS, PETROLEUM, HAZARDOUS WASTE, OR RADIOACTIVE MATERIAL: A. Owner shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the Site. Owner shall not be responsible for any such materials brought to the Site by Contractor, Subcontractor, Suppliers, or anyone else for whom Contractor is responsible. B. Contractor shall immediately: (i) stop all Work in connection with such hazardous condition and in any area affected thereby (except in an emergency as required by Paragraph 6.13), and (ii) notify Owner and Engineer (and thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such hazardous condition or take corrective action, if any. Contractor shall not be required to resume Work in connection with such hazardous condition or in any such affected area until after Owner has obtained any required permits related thereto and delivered to Contractor special written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Times as a result of such Work stoppage or such special conditions under which Work is agreed by Contractor to be resumed, either party may make a claim therefor as provided in Articles 11 and 12. C. If after receipt of such special written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order such portion of the Work that is in connection with such hazardous condition or in such affected area to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a claim Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-11 July 2026 therefor as provided in Articles 11 and 12. Owner may have such deleted portion of the Work performed by Owner’s own forces or others in accordance with Article 7. D. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer’s Consultants, and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages arising out of or relating to such hazardous condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this subparagraph 4.05E shall obligate Contractor to indemnify any person or entity from and against the consequences of that person’s or entity’s own negligence. E. The provisions of Paragraphs 4.02 and 4.03 are not intended to apply to Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 PERFORMANCE AND OTHER BONDS: A. Contractor shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Contractor’s obligations under the Contract Documents. These Bonds shall remain in effect at least until two years after the date when final payment is approved by Owner, except as otherwise provided by Law or Regulation or by the Contract Documents. Contractor shall also furnish such other Bonds as are required by the Contract Documents. All Bonds shall be in the forms prescribed by Law or Regulation or by the Contract Documents and be executed by such sureties as are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds shall be signed by an Arkansas Agent. B. The Bonds shall be automatically increased in amount and extended in time without formal and separate amendments to cover full and faithful performance of the Contract in the event of Change Orders, regardless of the amount of time or money involved. It is Contractor’s responsibility to notify his surety of any changes affecting the general scope of the Work or change in the Contract Price or Contract Times. C. Bonds signed by an agent must be accompanied by a certified copy of the authority to act. D. Date of Bonds shall be the same as the Effective Date of the Agreement. E. The Contractor shall file the Performance, Payment and Warranty Bonds at the Washington County Clerk’s office prior to providing a file marked copy of the filed Performance, Payment and Warranty Bonds to the Owner or Engineer. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-12 July 2026 F. If at any time during the continuance of the Contract, the surety on any Bond becomes unacceptable to Owner for financial reasons, Owner has the right to require additional and sufficient sureties which Contractor shall furnish to the satisfaction of Owner within ten days after notice to do so. 1. If the surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01A, Contractor shall within five days thereafter substitute another Bond and surety, both of which must be acceptable to Owner. 5.02 INSURANCE: A. Contractor’s Liability Insurance: 1. Contractor and all of his subcontractors shall purchase and maintain such liability and other insurance as is appropriate for the Work being furnished and performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s furnishing and performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: a. Claims under workers’ compensation, disability benefits, and other similar employee benefit acts; b. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees; c. Claims for damages because of bodily injury, sickness, or disease, or death of any person other than Contractor’s employees; d. Claims for damages insured by reasonably available personal injury liability coverage which are sustained: (i) by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or (ii) by any other person for any other reason; e. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use therefrom; f. Claims arising out of operation of Laws or Regulations for damages because of bodily injury or death of any person or for damage to property; and g. Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. 2. The insurance required by this paragraph shall include the specific coverages, and be written for not less than the limits of liability specified or required by Law, whichever is greater. a. Umbrella General Liability $5,000,000 b. Workers’ compensation Statutory (State and Federal Limits) Employer’s Liability $500,000 each accident c. Commercial General Liability (1) General Aggregate $2,000,000 (2) Products-Completed Operations Aggregate $2,000,000 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-13 July 2026 (3) Personal & Advertising Injury Limit $1,000,000 (4) Each Occurrence Limit $1,000,000 (5) Fire Damage Limit $ 100,000 (6) Medical Expense Limit $ 5,000 d. Business Automobile Liability (1) Any one loss or accident $1,000,000 B. The policies of insurance so required by paragraph 5.02A to be purchased and maintained shall: 1. with respect to insurance required by Paragraphs 5.02A.1.c through 5.02A.1.g inclusive, include as additional insureds by endorsement (subject to customary exclusion in respect of professional liability) Owner, Engineer, and Engineer’s Consultants, and include coverage for the respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability specified in Paragraph 5.02A.2 or required by Laws and Regulations, whichever is greater; 3. with respect to insurance required by paragraphs 5.02A1.c through 5.02A1.g inclusive, include premises/operations, products, completed operations, independent contractors, and personal injury insurance,; 4. include in the Commercial General Liability policy, contractual liability insurance covering Contractor’s indemnity obligations under Paragraphs 6.06, 6.10, and 6.16, and written for not less than the limits of liability and coverages specified above; 5. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed, or renewal refused until at least 30 days’ prior written notice by certified mail has been given to Owner and Contractor and to each other additional insured to whom a certificate of insurance has been issued; 6. provide Broad Form Property Damage coverage and contain no exclusion (commonly referred to as XC&U exclusion) relative to blasting, earthquake, flood, explosion, collapse of buildings, or damage to underground property; 7. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; 8. with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, remain in effect for at least two years after final payment and Contractor shall furnish Owner and each other specified additional insured to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter; 9. include Independent Contractors Protective Liability coverage; and 10. with respect to the Commercial General Liability policy, the maximum deductible allowed shall be $5, 000. 11. Owner and Contractor waive all rights against each other and their respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them for all losses and damages caused by, Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-14 July 2026 arising out of, or resulting from any of the perils or causes of loss covered by such policies required by Paragraph 5.02A and any other liability insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, Engineer, Engineer’s Consultants, and all other individuals or entities endorsed as insureds or additional insureds (and the officers, directors, partners, employees, agents and other consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. As required by Paragraph 6.05D, each subcontract between Contractor and a Subcontractor shall contain similar waiver provisions by the Subcontractor in favor of Owner, Contractor, Engineer, Engineer’s Consultants, and all other parties endorsed as insureds or additional insureds. None of the above waivers shall extend to the rights that any of the insured parties may have to proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. with respect to the Commercial General Liability policy, the maximum deductible allowed shall be $5,000. C. Owner’s Protective Liability Insurance: 1. Contractor shall be responsible for purchasing and maintaining Owner’s Protective Liability insurance with Owner, and Engineer as named insureds. 2. This insurance shall have the same limits of liability as the Commercial General Liability insurance and shall protect Owner and Engineer against any and all claims and liabilities for injury to or death of persons, or damage to property caused in whole or in part by, or alleged to have been caused in whole or in part by, negligent acts or omissions of Contractor or Subcontractors or any agent, servant, worker, or employee of Contractor or Subcontractors arising from the operations under the Contract Documents. 3. This insurance may be provided by endorsement to Contractor’s Commercial General Liability insurance policy. D. Property Insurance: 1. Contractor shall purchase and maintain property insurance upon the Work at the Site in the amount of the full insurable value thereof (subject to such deductible amounts as follows) or as required by Laws or Regulations. This insurance shall: a. be on the completed value form and include the interests of Owner, Contractor, Subcontractors, Engineer, and Engineer’s Consultants, and the officers, directors, partners, employees, agent, and other consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured; b. be written on a Builder’s Risk “all-risk” or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and Equipment and Materials, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, terrorism, and such other perils (as flood, earthquake, explosions, collapse, underground hazard) or causes of loss as may be specifically required in the Contract Documents; Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-15 July 2026 c. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers, architects, attorneys, and other professionals); d. cover Equipment and Materials stored at the Site or at another location that was agreed to in writing by Engineer prior to being incorporated in the Work, provided that such Equipment and Materials have been included in an Application for Payment recommended by Engineer; e. allow for partial utilization of the Work by Owner; f. include testing and startup; g. be maintained in effect until final payment (or the Owner assumes beneficial occupancy and agrees to provide insurance coverage for the facilities so occupied) is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days’ written notice to each other additional insured to whom a certificate of insurance has been issued; and h. have a deductible amount of $ 10,000. 2. Contractor shall purchase and maintain such boiler and machinery insurance or additional property insurance as required by Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, Engineer, and Engineer’s Consultants in the Work, each of whom is deemed to have an insurable interest and shall be listed as insured or additional insured parties. 3. All policies of insurance required to be purchased and maintained in accordance with Paragraph 5.02D will contain a provision or endorsement that the coverage afforded will not be cancelled or materially changed or renewal refused until at least 30 days’ prior notice by certified mail has been given to Owner and Contractor and to each additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.02F below. 4. Copies of the policies shall be furnished for property insurance. Certificates will not be acceptable. E. Transit Insurance: 1. Transit insurance shall be furnished by Contractor to protect Contractor and Owner from all risks of physical loss or damage to Equipment and Materials, not otherwise covered under other policies, during transit from point of origin to the Site of installation or erection. 2. This insurance shall be written on an “All Risk” basis with additional coverages applicable to the circumstances that may occur in the particular Work included in this Contact. 3. This insurance shall be in an amount not less than 100% of the manufactured or fabricated value of items exposed to risk in transit at any one time. 4. This insurance shall contain a waiver of rights of subrogation the insurer may have or acquire against Engineer. F. Waiver of Rights: 1. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.02D will protect Owner, Contractor, Subcontractors, Engineer, Engineer’s Consultants, and other individuals or entities endorsed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-16 July 2026 caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage, the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder; and if the insurers require separate waiver forms to be signed by Engineer or Engineer’s Consultants, Owner will obtain the same, and if such waiver forms are required of any Subcontractor, Contractor shall obtain the same. 2. Owner and Contractor waive all rights against each other and their respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of, or resulting from any of the perils or causes of loss covered by such policies required by Paragraph 5.02D and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, Engineer, Engineer’s Consultants, and all other individuals or entities endorsed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. As required by Paragraph 6.05D, each subcontract between Contractor and a Subcontractor shall contain similar waiver provisions by the Subcontractor in favor of Owner, Contractor, Engineer, Engineer’s Consultants, and all other parties endorsed as insureds or additional insureds. None of the above waivers shall extend to the rights that any of the insured parties may have to proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. G. Receipt and Application of Insurance Proceeds: 1. Any insured loss under the policies of insurance required by Paragraph 5.02D will be adjusted with Owner and made payable to Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.02G.2. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied to account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 2. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner’s exercise of this power. If such objection is made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties upon the occurrence of an insured loss. H. Acceptance of Insurance: 1. If Owner has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by Contractor in accordance with Paragraph 5.02 on the basis of non-conformance with the Contract Documents, Owner shall so notify Contractor in writing thereof Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-17 July 2026 within 10 days of the date of delivery of such certificates and other evidence of insurance to Owner required by Paragraph 2.05C. 2. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request If either party does not purchase or maintain all of the insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent insurance to protect such other party’s interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. I. Partial Utilization, Acknowledgment of Property Insurer: 1. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.06, no such use or occupancy shall commence before the insurers providing property insurance pursuant to Paragraph 5.02D have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or lapse on account of any such partial use or occupancy. ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES 6.01 SUPERVISION AND SUPERINTENDENCE: A. Contractor shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work, but Contractor shall not be responsible for the negligence of others in the design or selection of a specific means, method, technique, sequence, or procedure of construction which is indicated in and required by the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. B. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to Contractor. C. When manufacturer’s field services in connection with the erection, installation, start-up, or testing of Equipment furnished under this Contract, or instruction of Owner’s personnel thereon are specified, Contractor shall keep on the Work, during its progress or as specified, competent manufacturer’s field representatives and any necessary assistants. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-18 July 2026 6.02 LABOR, EQUIPMENT, AND MATERIALS: A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. Except in connection with the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise indicated in the Contract Documents. B. Unless otherwise specified in the General Requirements, Contractor shall furnish and assume full responsibility for all Equipment and Materials, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up, and completion of the Work. C. All Equipment and Materials shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractor shall furnish to Engineer satisfactory evidence (including reports of required tests) as to the kind and quality of Equipment and Materials. All Equipment and Materials shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable Supplier except as otherwise provided in the Contract Documents; but no provision of any such instructions will be effective to assign to Engineer, or any of Engineer’s consultants, agents, or employees, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.10C and 9.10D. D. All Equipment and Materials incorporated in the Work shall be designed to meet the applicable safety standards of federal, state, and local Laws and Regulations. E. Domestic Product Procurement: As further specified elsewhere in these or referenced documents. 6.03 ADJUSTING PROGRESS SCHEDULE: A. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) adjustments in the progress schedule to reflect the impact thereon of new developments; these will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.04 SUBSTITUTES OR “OR-EQUAL” ITEMS: A. Whenever an item of Equipment or Material is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitute is permitted, other items of Equipment or Material of other Suppliers may be submitted by Contractor to Engineer for review under the circumstances described below. 1. “Or-Equal” Items: If in Engineer’s sole discretion an item of Equipment or Material proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-19 July 2026 be considered by Engineer as an “or-equal” item, in which case review and approval of the proposed item may, in Engineer’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For purposes of this Paragraph 6.04A.1, a proposed item of Equipment or Material will be considered functionally equal to an item so named if: a. In the exercise of reasonable judgment Engineer determines that: (i) it is at least equal in quality, durability, appearance, strength, and design characteristics; (ii) it will reliably perform at least equally well the function imposed by the design concept of the completed Project as a functioning whole, and; b. Contractor certifies that: (i) there is no increase in cost to Owner; and (ii) it will conform substantially, even with deviations, to the detailed requirements of the item named in the Contract Documents. c. “Or-Equal” will not be considered until after Award of Contract. 2. Substitute Items: a. If in Engineer’s sole discretion an item of Equipment or Material proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.04A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine that the item of Equipment or Material proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of Equipment or Materials will not be accepted by Engineer from anyone other than Contractor. c. The procedure for review by Engineer will be as set forth in Paragraph 6.04A.2.d, as may be supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. d. Contractor shall first make written application to Engineer for review of a proposed substitute item of Equipment or Material that Contractor seeks to furnish or use. The application shall certify that the proposed substitute item will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified, and be suited to the same use as that specified. The application will state the extent, if any, to which the use of the proposed substitute will prejudice Contractor’s achievement of Substantial Completion on time; whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for work on the Project) to adapt the design to the proposed substitute item; and whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute item from that specified will be identified in the application, and available engineering, sales, maintenance, repair, and replacement services will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-20 July 2026 any resulting change, all of which will be considered by Engineer in evaluating the proposed substitute item. Engineer may require Contractor to furnish additional data about the proposed substitute item. e. Substitute items will not be considered until after Award of Contract. B. If a specific means, method, technique, sequence, or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or use a substitute means, method, sequence, technique, or procedure of construction acceptable to Engineer, if Contractor submits sufficient information to allow Engineer to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedure for review by Engineer will be similar to that provided in Paragraph 6.04A.2 as applied by Engineer and as may be supplemented in the General Requirements. C. Engineer will be allowed a reasonable time within which to evaluate each proposed substitute or “or-equal” item. Engineer will be the sole judge of acceptability, and no substitute or “or-equal” will be ordered, installed, or used until Engineer’s review is complete, which will be evidenced by either (i) a Change Order for a substitute, or (ii) an approved Submittal for an “or-equal.” Owner may require Contractor to furnish at Contractor’s expense a special performance guarantee or other surety with respect to any substitute. D. Engineer will record time required by Engineer and, Engineer’s Consultants, in evaluating substitute proposed or submitted by Contractor pursuant to Paragraphs 6.04A.2 and 6.04B and in making changes in the Contract Documents or in the provisions of any other direct contract with Owner for work on the Project occasioned thereby. Whether or not Engineer approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of, Engineer, and Engineer’s Consultants for evaluating each such proposed substitute. 6.05 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS: A. Contractor shall not employ any Subcontractor, Supplier, or other person or organization (including those acceptable to Owner and Engineer as indicated in Paragraph 6.05B), whether initially or as a substitute, against whom Owner or Engineer may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other person or organization to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Contract Documents require the identity of certain Subcontractors, Suppliers, or other persons or organizations (including those who are to furnish the principal items of Equipment and Materials) to be submitted to Owner within the required time after Bid opening prior to the Effective Date of the Agreement for acceptance by Owner and Engineer and if Contractor has submitted a list thereof, Owner’s or Engineer’s ’acceptance (either in writing or by failing to make written objection thereto) of any such Subcontractor, Supplier, or other person or organization so identified may be revoked on the basis of reasonable objection after due investigation, in which case Contractor shall submit an acceptable substitute, the Contract Price will be increased by the difference in the cost occasioned by such substitution, and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by Owner or Engineer of any such Subcontractor, Supplier, or Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-21 July 2026 other person or organization shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents shall create any contractual relationship between Owner, or Engineer and any such Subcontractor, Supplier, or other person or organization, nor shall it create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other person or organization except as may otherwise be required by Laws and Regulations. D. All Work performed for Contractor by a Subcontractor will be pursuant to an appropriate agreement between Contractor and the Subcontractor which specifically binds the Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer and contains waiver provisions as required by Paragraph 5.02F. Contractor shall pay each Subcontractor a just share of any insurance moneys received by Contractor on account of losses under policies issued pursuant to Paragraph 5.02D. 6.06 PATENT FEES AND ROYALTIES: A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against all claims, damages, losses, and expenses (including attorneys’ fees and court and arbitration costs) arising out of any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. 6.07 PERMITS: A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids. Fees for permits issued by the City will be waived and the Permits issued by the City necessary for the work are required. Contractor shall pay all charges of utility owners for connections to the Work, and Owner shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-22 July 2026 6.08 LAWS AND REGULATIONS: A. Contractor shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor observes that the Specifications or Drawings are at variance with any Laws or Regulations, Contractor shall give Engineer prompt written notice thereof, and any necessary changes will be authorized by one of the methods indicated in Paragraph 3.02. If Contractor performs any Work knowing or having reason to know that it is contrary to such Laws or Regulations, and without such notice to Engineer, Contractor shall bear all costs arising therefrom; however, it shall not be Contractor’s primary responsibility to make certain that the Specifications and Drawings are in accordance with such Laws and Regulations. 6.09 TAXES: A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid or withheld by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.10 USE OF PREMISES: A. Contractor shall confine construction equipment, the storage of Equipment and Materials, and the operations of workers to the Project Site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights-of-way, permits, and easements, and shall not unreasonably encumber the premises with construction equipment or other equipment and materials. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Work. Should any claim be made against Owner or Engineer by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to settle with such other party by agreement or otherwise resolve the claim by arbitration or at Law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold Owner and Engineer harmless from and against all claims, damages, losses, and expenses (including, but not limited to, fees of engineers, architects, attorneys and other professionals, and court and arbitration costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any such other party against Owner or Engineer to the extent based on a claim arising out of Contractor’s performance of the Work. B. During the progress of the Work, Contractor shall keep the premises free from accumulations of waste materials, rubbish, and other debris resulting from the Work. At the completion of the Work, Contractor shall remove all waste materials, rubbish, and debris from and about the premises as well as all tools, appliances, construction equipment and machinery, and surplus materials, and shall leave the Site clean and ready for occupancy by Owner. Contractor shall restore to original condition all property not designated for alteration by the Contract Documents. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-23 July 2026 C. Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.11 RECORD DOCUMENTS: A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Test Records, Field Orders, and written interpretations and clarifications (issued pursuant to Paragraph 9.04) in good order and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Submittals shall be available to Engineer for reference. Upon completion of the Work, these record documents and Submittals shall be delivered to Engineer for Owner. B. Receipt and acceptance of record documents will be a prerequisite for final payment on the Contract. 6.12 SAFETY AND PROTECTION: A. Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to: 1. All employees on the Work and other persons and organizations who may be affected thereby; 2. All the Work and Materials and Equipment to be incorporated therein, whether in storage on or off the Site; and 3. Other property at the Site or adjacent thereto, including trees shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. All damage, injury or loss to any property referred to in Paragraph 6.12A.2 or 6.12A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by either of them or anyone for whose acts either of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor). Contractor’s duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.09A that the Work is Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-24 July 2026 acceptable (except as otherwise expressly provided in connection with Substantial Completion). C. Contractor shall designate a responsible representative at the Site whose duty shall be the prevention of accidents. This person shall be Contractor’s superintendent unless otherwise designated in writing by Contractor to Owner and Engineer. 6.13 EMERGENCIES: A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor, without special instruction or authorization from Engineer or Owner, is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If Engineer determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order will be issued to document the consequences of the changes or variations. 6.14 SUBMITTALS: A. After checking and verifying all field measurements and after complying with applicable procedures specified in the General Requirements, Contractor shall submit to Engineer for review and acceptance by Engineer, in accordance with the accepted schedule of submissions, copies of Submittals which will bear the required information that Contractor has satisfied Contractor’s responsibilities under the Contract Documents with respect to the review of the submission. All submissions will be identified as Engineer may require. The data shown on Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to enable Engineer to review the information as required. B. Before submission of each Submittal, Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect thereto and reviewed or coordinated each Submittal with other Submittals and with the requirements of the Work and the Contract Documents. C. At the time of each submission, Contractor shall give Engineer specific written notice of each variation that the Submittal may have from the requirements of the Contract Documents, and in addition, shall cause a specific notation to be made on each Submittal submitted to Engineer for review and approval of each such variation. D. Engineer will review Submittals with reasonable promptness, but Engineer’s review and acceptance will be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, techniques, sequences, or procedures of construction (except where a specific means, method, technique, sequence, or procedure of construction is indicated in or required by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of Submittals and resubmit as required for review and Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-25 July 2026 acceptance. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous Submittals. E. Engineer’s review and acceptance of Submittals shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents. Contractor shall in writing call Engineer’s attention to each and every variation at the time of submission. Engineer will show approval of each such variation by a specific written notation thereof incorporated in or accompanying the Submittal. Acceptance by Engineer shall not relieve Contractor from responsibility for errors or omissions in the Submittals. F. Where a Submittal is required by the Specifications, any related Work performed prior to Engineer’s review and acceptance of the pertinent submission will be the sole expense and responsibility of Contractor. 6.15 CONTINUING THE WORK: A. Contractor shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with Engineer or Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.03 or as Contractor and Owner may otherwise agree in writing. 6.16 ACCESSIBILITY REQUIREMENTS A. Digital Accessibility Requirements: If applicable, Contractor shall provide accessibility conformance reports (ACRs) for any software provided by the Contractor that will be accessible by the public upon delivery, whether developed by the Contractor or a third-party. Visit the link for more information: https://www.fayetteville-ar.gov/DocumentCenter/View/39767/Web-Accessibility- Requirements-for-Vendors_-and-Technology-Addendum 1. Contractor must address all accessibility issues in any software provided or licensed by the Contractor and delivered to the City, as well as any documents delivered by the Contractor. 2. Contractor must ensure that end user deliverables adhere to the WCAG 2.1 AA standard as defined by title II of the Americans with Disabilities Act. i. Deliverables are defined as any web platform or mobile application, or documents that may be hosted on a web or mobile platform. This includes documents, spreadsheets or presentations regardless of format (Microsoft Office products, PDF, etc.). 3. Contractor must ensure accessibility is addressed during all stages of a project, from commencement to implementation. Contractor must meet with City staff at the City’s discretion to review accessibility issues. 4. If Contractor deliverables fail to comply with WCAG 2.1 Level AA standard, the Contractor shall provide the City with a credit to cover the cost of additional accessibility testing and resolution. Such credits shall not exceed 5% of either (1) the total fixed price due to the Contractor under the contract Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-26 July 2026 or (2) the total not-to-exceed amount of the contract if entered under a time and materials basis. 6.17 INDEMNIFICATION: A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer’s Consultants, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them from and against all claims, damages, losses and expenses, direct, indirect, or consequential (including but not limited to fees and charges of engineers, architects, attorneys and other professionals, and court and arbitration costs) arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss, or expense: 1. Is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom, and 2. Is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any person, or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder or arises by or is imposed by Laws and Regulations regardless of the negligence of any such party. B. In any and all claims against Owner or Engineer or any of their consultants, agents, or employees by any employee of Contractor, any Subcontractor, any person, or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.16A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor or other person or organization under workers’ or workmen’s compensation acts, disability benefit acts, or other employee benefit acts. C. The obligations of Contractor under Paragraph 6.16A shall not extend to the liability of Engineer, Engineer’s Consultants, agents, or employees arising out of: 1. The preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs, or specifications. 2. The giving of or the failure to give communications by Engineer, their agents, or employees provided such giving or failure to give is the primary cause of injury or damage. D. If necessary for enforcement of any indemnification and hold harmless requirement herein, or if applicable law requires the Contractor to obtain specified limits of insurance to insure any indemnity obligation; then Contractor shall obtain such applicable coverage with minimum limits not less than any specified in Paragraph 5.02B herein, the cost to be recovered and included in the Contract Price, and any indemnity attributable to the negligence of any indemnified party shall be limited to such insurance. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-27 July 2026 ARTICLE 7 - OTHER WORK 7.01 RELATED WORK AT SITE: A. Owner may perform other work related to the Project at the Site by Owner’s own forces, have other work performed by utility owners, or let other direct contracts therefor which shall contain General Conditions similar to these. If the fact that such other work is to be performed was not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work; and, if Contractor believes that such performance will involve additional expense to Contractor or requires additional time and the parties are unable to agree as to the extent thereof, Contractor may make a claim therefor as provided in Articles 11 and 12. B. Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner’s employees) proper and safe access to the Site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate the Work with theirs; Contractor shall do all cutting, fitting, and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the others whose work will be affected. C. If any part of Contractor’s Work depends for proper execution or results upon the work of any such other contractor or utility owner or Owner, Contractor shall inspect and promptly report to Engineer in writing any delays, defects, or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor’s failure so to report will constitute an acceptance of the other work as fit and proper for integration with Contractor’s Work except for latent or nonapparent defects and deficiencies in the other work. 7.02 COORDINATION: A. If Owner contracts with others for the performance of other work on the Project at the Site, the person or organization who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified in the General Requirements, and the specific matters to be covered by such authority and responsibility will be itemized, and the extent of such authority and responsibilities will be provided. ARTICLE 8 - OWNER’S RESPONSIBILITIES 8.01 COMMUNICATIONS: A. Owner shall issue all communications to Contractor through Engineer. 8.02 CHANGE OF ENGINEER : A. In case of termination of the employment of Engineer, Owner shall appoint, subject to the requirements of Section 00001 CERTIFICATIONS and Arkansas State Law an engineer against whom Contractor makes no reasonable objection, whose status Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-28 July 2026 under the Contract Documents shall be that of the former Engineer. Any dispute in connection with such appointment shall be addressed as discussed in Article 16. 8.03 REQUIRED DATA: A. Owner shall furnish the data required of Owner under the Contract Documents promptly and shall make payments to Contractor promptly after they are due as provided in Paragraphs 14.04A and 14.09A. 8.04 LANDS AND EASEMENTS: A. Owner’s duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.04. 8.05 INSURANCE: A. Owner’s responsibilities in respect of purchasing and maintaining insurance are set forth in Paragraph 5.02. 8.06 CHANGE ORDERS: A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.01. 8.07 INSPECTIONS AND TESTS: A. Owner’s responsibility in respect of certain inspections, tests and approvals is set forth in Paragraph 13.03B. 8.08 STOPPING THE WORK: A. In connection with Owner’s right to stop Work or suspend Work, see Paragraphs 13.06 and 15.02. Paragraph 15.02A deals with Owner’s right to terminate services of Contractor under certain circumstances. 8.09 LIMITATIONS ON OWNER’S RESPONSIBILITIES: A. Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION 9.01 OWNER’S REPRESENTATIVE: A. Engineer will be Owner’s representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner’s representative during construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. B. Owner and Contractor are reminded of the requirements of Arkansas State Law §22- 9-101. Observation by registered professionals required. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-29 July 2026 9.02 VISITS TO SITE: A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction to observe the progress and quality of the executed Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous on-Site inspections to check the quality or quantity of the Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform to the Contract Documents. On the basis of such visits and on-Site observations as an experienced and qualified design professional, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defects and deficiencies in the Work. 9.03 PROJECT REPRESENTATION: A. Engineer may furnish Resident Project Representative and assistants to assist Owner and Engineer in observing the performance of the Work. 1. Communications pertaining to Submittals, written interpretations, and Change Orders shall be directed to Engineer at his home office. 2. Communications pertaining to day-to-day operations at the Site shall be directed to Resident Project Representative. 3. Resident Project Representative and his assistants will conduct observations of the Work in progress to assist Engineer in determining that the Work is proceeding in accordance with the Contract Documents. 4. Resident Project Representative will not have authority to permit any deviation from the Contract Documents, except with concurrence of Owner and Engineer. 9.04 CLARIFICATIONS AND INTERPRETATIONS: A. Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents (in the form of drawings or otherwise) as Engineer may determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. If Contractor believes that a written clarification or interpretation justifies an increase in the Contract Price or an extension of the Contract Times and the parties are unable to agree to the amount or extent thereof, Contractor may make a claim therefor as provided in Article 11 or Article 12. 9.05 AUTHORIZED VARIATIONS IN WORK: A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are consistent with the overall intent of the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner, and also on Contractor who shall perform the Work involved promptly. 9.06 REJECTING DEFECTIVE WORK: A. Engineer will have authority to disapprove or reject Work which Engineer believes to be defective, and will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.05B, whether or not the Work is fabricated, installed, or completed. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-30 July 2026 B. Resident Project Representative will have authority, subject to final decision of Engineer, to disapprove or reject any defective workmanship, Equipment, or Material. 9.07 SUBMITTALS, CHANGE ORDERS, AND PAYMENTS: A. In connection with Engineer’s responsibility for Submittals, see Paragraph 6.14. B. In connection with Engineer’s responsibilities as to Change Orders, see Articles 10, 11, and 12. C. In connection with Engineer’s responsibilities in respect of Applications for Payment, see Article 14. 9.08 DETERMINATIONS FOR UNIT PRICES: A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer’s preliminary determinations on such matters before rendering a written decision thereon to the Owner. Engineer will provide approval by recommendation of an Application for Payment to the Owner or return Application to Engineer for further review. B. Engineer’s written decisions thereon will be final and binding upon Owner and Contractor, unless, within ten days after the date of any such decision, either Owner or Contractor delivers to the other party to the Agreement and to Engineer written notice of intention to appeal such a decision. 9.09 DECISIONS ON DISPUTES: A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes, and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to Engineer in writing with a request for a formal decision in accordance with this Paragraph, which Engineer will render in writing within a reasonable time. Written notice of each such claim, dispute, and other matter will be delivered by the claimant to Engineer and the other party to the Agreement promptly (but in no event later than 30 days) after the occurrence of the event giving rise thereto, and written supporting data shall be delivered to Engineer and the other party within 60 days after such occurrence unless Engineer allows an additional period of time to ascertain more accurate data in support of the claim. Owner may request written review by Engineer of claims, disputes, and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents. B. When functioning as interpreter and judge under Paragraphs 9.08 and 9.09A, Engineer will not show partiality to Owner or Contractor and Engineer will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by Engineer with respect to any such claim, dispute, or other matter (except any which have been waived by the making or acceptance of final payment as provided in Paragraph 14.11) will be a condition precedent to any exercise by Owner or Contractor of such rights or remedies as either Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-31 July 2026 may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute, or other matter. 9.10 LIMITATIONS ON ENGINEER’S RESPONSIBILITIES: A. Neither Engineer’s authority to act under this Article 9 or elsewhere in the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of Engineer to Contractor, any Subcontractor, any Supplier, or any other person or organization performing any of the Work, or to any surety for any of them. B. Whenever in the Contract Documents the terms “as directed”, “as required”, “as allowed”, “as approved”, or terms of like effect or import are used, or the adjectives “reasonable”, “suitable”, “acceptable”, “proper”, or “satisfactory” or adjectives of like effect or import are used to describe a requirement, direction, review, or judgment of Engineer as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate the Work for compliance with the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to Engineer any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of Paragraphs 9.10C or 9.10D. C. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor’s failure to perform or furnish the Work in accordance with the Contract Documents. D. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. E. The presence or absence of Engineer, or any of their representatives will not act to relieve Contractor of any responsibility or of any guarantee of his performance. Neither will observation by Engineer, or any of their representatives in any way be understood to relieve Contractor of any responsibility for proper supervision of the Work at all times. F. Review by Engineer of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.08A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. G. The limitations upon authority and responsibility set forth in this Paragraph 9.10 shall also apply to Engineer’s Consultants, Resident Project Representative, and assistants. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-32 July 2026 ARTICLE 10 - CHANGES IN THE WORK 10.01 GENERAL: A. Without invalidating the Agreement and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work; these will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which shall be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 1. There shall be no changes without prior written approval of the Engineer of Record and/or the City’s designated Professional Engineer. B. If Owner and Contractor are unable to agree as to the extent, if any, of an increase or decrease in the Contract Price or an extension or a shortening of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefore as provided in Article 11 or 12. C. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified, and supplemented as provided in Paragraphs 3.02A and 3.02C, except in the case of an emergency as provided in Paragraph 6.13 and except in the case of uncovering Work as provided in Paragraph 13.05B. D. Owner and Contractor shall execute appropriate Change Orders (or Written Amendments) covering: 1. Changes in the Work which are ordered by Owner pursuant to Paragraph 10.01A, are required because of acceptance of defective Work under Paragraph 13.09 or correcting defective Work under Paragraph 13.10, or are agreed to by the parties; 2. Changes in the Contract Price or Contract Times which are agreed to by the parties; and 3. Changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 9.09A, provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the progress schedule as provided in Paragraph 6.15. E. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor’s responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 11 - CHANGE OF CONTRACT PRICE 11.01 GENERAL: A. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-33 July 2026 responsibilities, and obligations assigned to or undertaken by Contractor shall be at his expense without change in the Contract Price. B. The Contract Price may only be changed by a Change Order or a Written Amendment. Any claim for an increase or decrease in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to Engineer promptly (but in no event later than 30 days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within 60 days after such occurrence (unless Engineer allows an additional period of time to ascertain more accurate data in support of the claim) and shall be accompanied by claimant’s written statement that the amount claimed covers all known amounts (direct, indirect, and consequential) to which the claimant is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Price shall be determined by Engineer in accordance with Paragraph 9.09A if Owner and Contractor cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this Paragraph 11.01B. C. The value of any Work covered by a Change Order or of any claim for an increase or decrease in the Contract Price shall be determined in one of the following ways: 1. Where the Work involved is covered by Unit Prices contained in the Contract Documents, by application of Unit Prices to the quantities of the items involved (subject to the provisions of Paragraphs 11.05A through 11.05C, inclusive). 2. By mutual acceptance of a lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 11.03A.2.a. 3. On the basis of the Cost of the Work (determined as provided in Paragraphs 11.02A and 11.02B) plus a Contractor’s Fee for overhead and profit (determined as provided in Paragraphs 11.03A and 11.03B). 11.02 COST OF THE WORK: A. The term Cost of the Work means the sum of all costs necessarily incurred and paid by Contractor in the proper performance of the Work. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in Paragraph 11.02B. 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers’ or workmen’s compensation, health and retirement benefits, bonuses, sick leave, vacation, and holiday pay applicable thereto. Such employees shall include superintendents and foremen at the Site. The expenses of performing Work after regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all Equipment and Materials furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-34 July 2026 services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to the Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from Subcontractors acceptable to Contractor and shall deliver such bids to Owner who will then determine, with the advice of Engineer, which bids will be accepted. If a subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work Plus a Fee, the Subcontractor’s Cost of the Work shall be determined in the same manner as Contractor’s Cost of the Work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. b. Costs, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, installation, dismantling, and removal thereof - all in accordance with terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, or similar taxes related to the Work, and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages not compensated by insurance or otherwise, to the Work or otherwise sustained by Contractor in connection with the performance and furnishing of the Work provided they have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable; shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the cost of the Work for the purpose of Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-35 July 2026 determining Contractor’s fee. If, however, any such loss or damage requires reconstruction and Contractor is placed in charge thereof, Contractor shall be paid for services a fee proportionate to that stated in Paragraph 11.03A.2. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressage, and similar petty cash items in connection with the Work. i. Cost of premiums for additional Bonds and insurance required because of changes in the Work and premiums for property insurance coverage within the limits of the deductible amounts established by Owner in accordance with Paragraph 5.02D.4. B. The term Cost of the Work shall not include any of the following: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor whether at the Site or in Contractor’s principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.02A.1 or specifically covered by Paragraph 11.02A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work, and charges against Contractor for delinquent payments. 4. Cost of premiums for all Bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.02A.5.i above). 5. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraph 11.02A. 11.03 CONTRACTOR’S FEE: A. The Contractor’s Fee allowed to Contractor for overhead and profit shall be determined as follows: 1. A mutually acceptable fixed fee; or if none can be agreed upon, 2. A fee based on the following percentages of the various portions of the Cost of the Work: a. For costs incurred under Paragraphs 11.02A.1 and 11.02A.2, the Contractor’s Fee shall be 10%(negotiable with Owner); Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-36 July 2026 b. For costs incurred under Paragraph 11.02A.3, the Contractor’s Fee shall be 5%; and if a subcontract is on the basis of Cost of the Work Plus a Fee, the maximum allowable to Contractor on account of overhead and profit of all Subcontractors shall be 10%(negotiable with Owner); c. Where one or more tiers of subcontracts are on the basis of the Cost of the Work Plus a Fee and no fixed fee is agreed upon, the intent of Paragraphs 11.03A and 11.02A.1 through A.3 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of ten percent (10%) of the costs incurred by such Subcontractor under Paragraphs 11.02A.1 and 11.02A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor. d. No fee shall be payable on the basis of costs itemized under Paragraph 11.02A.4, 11.02A.5 and 11.02B; e. The amount of credit to be allowed by Contractor to Owner for any such change which results in a net decrease in cost will be the amount of the actual net decrease plus a deduction in Contractor’s Fee by an amount equal to 10% of the net decrease; and f. When both additions and credits are involved in any one change, the adjustment in Contractor’s Fee shall be computed on the basis of the net change in accordance with Paragraphs 11.03A.2.a through 11.03A.2.d, inclusive. B. Whenever the cost of any Work is to be determined pursuant to Paragraph 11.02A or 11.02B, Contractor will submit in form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.04 CASH ALLOWANCES: A. Not applicable. 11.05 UNIT PRICE WORK: A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established Unit Prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer in accordance with Paragraph 9.08. B. Each Unit Price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and profit for each separately identified item. C. Where the quantity of any item of Unit Price Work performed by Contractor exceeds the estimated quantity of such item indicated in the Agreement by twenty-five percent or more and there is no corresponding adjustment with respect to any other item of Work and if Contractor believes that Contractor has incurred additional expense as a result thereof, Contractor may make a claim for an increase in the Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-37 July 2026 Contract Price in accordance with Article 11 if the parties are unable to agree as to the amount of any such increase. 11.06 RIGHT OF AUDIT: A. Owner shall have the right to inspect and audit all of Contractor’s books, records, correspondence, instructions, drawings, receipts, payment records, vouchers, and memoranda relating to the Work, and Contractor shall preserve all such records and supporting documentation for a period of three years after date of Final Payment. Contractor hereby grants to Owner the authority to enter Contractor’s premises for the purpose of inspection of such records and supporting documentation or, at Contractor’s option, Contractor may make such records and supporting documentation available to Owner at a location satisfactory to Owner. B. All of the records and supporting documentation shall be open to inspection and subject to audit and reproduction by Owner or its authorized representative for any and all purposes, including but not limited to (i) compliance with the Contract Documents; (ii) proper pricing of Change Orders; and (iii) claims submitted by or against Contractor or any Subcontractor or Supplier in connection with any performance under the Contract Documents. ARTICLE 12 - CHANGE OF CONTRACT TIMES 12.01 GENERAL: A. The Contract Times may only be changed by a Change Order or a Written Amendment. Contractor, in undertaking to complete the Work within the Contract Times, shall take into consideration and make allowances for all of the ordinary delays and hindrances incident to such Work, whether growing out of delays in securing equipment or materials or workmen or otherwise. B. Adjustments to the Contract Times will be made for delays in completion of the Work from causes beyond Contractor’s control, including the following: 1. Federal embargoes, priority orders, or other restrictions imposed by the United States Government. 2. Unusual delay in fabrication or shipment of Equipment or Materials required in the Work, whether ordered by Contractor or furnished by Owner or others under separate contract. 3. Strikes and other labor disputes. 4. Delays caused by court proceedings. 5. Change Orders. 6. Neglect, delay, or default of any other contractor employed by Owner. 7. Unusual construction delays resulting from weather conditions abnormal to the geographical area and to the season of the year such as above normal continuous days of precipitation, above normal amount of precipitation within a 24 hour period, or above normal days of extreme cold or hot temperature conditions affecting installation / application due to manufacturers or specifications limitations. These conditions will not be cause for extensions of time if abnormal weather conditions do not affect the stage of construction. All claims for extension of time due to abnormal weather conditions must be substantiated with evidence from a weather bureau or other authoritative source. Weather conditions normal to the Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-38 July 2026 geographical area and to the season of the year shall be taken into consideration in the Bid. Normal conditions shall be defined as the average number of days, amounts, or both over a 5-year period averaged per season. 8. Conflicts, errors or discrepancies in the Contract Documents reported to Engineer as provided in these General Conditions. 9. Any failure or delay by Contractor in supplying equipment, materials, work, or services that are Year 2000 compliant or failure or delay by Contractor’s Subcontractors or Suppliers in providing equipment, materials, work, or services as a result of Subcontractors’ or Suppliers’ lack of Year 2000 compliance in their own operations, systems, or processes used to provide or deliver equipment, material, work, or services shall not be considered to be caused by events beyond Contractor’s control. Such Year 2000 compliance problems shall not constitute a basis for delay in completion of the Work, adjustment to the Contract Times, or an excuse for Contract nonperformance. C. Owner shall award extensions of the Contract Times on account of such causes of delay, provided that adequate evidence is presented to enable Engineer to determine with exactness the extent and duration of delay for each item involved. D. No extension to the Contract Times will be granted for delays involving only portions of the Work, or which do not directly affect the time required for completion of the entire Work. E. Any claim for an extension to the Contract Times shall be delivered in writing to Owner and Engineer within ten days of the occurrence of the event giving rise to the claim. All claims for adjustment to the Contract Times will be determined by Engineer if Owner and Contractor cannot otherwise agree. Any change to the Contract Times resulting from any such claim will be incorporated in a Change Order or a Written Amendment. F. All time limits stated in the Contract Documents are of the essence of the Agreement. The provisions of this Article 12 shall not exclude recovery for damages (including but not limited to fees and charges of engineers, architects, attorneys and other professionals, and court and arbitration costs) for delay by either party. ARTICLE 13 - WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 13.01 WARRANTY AND GUARANTEE: A. Contractor warrants and guarantees to Owner and Engineer that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to Contractor. All defective Work, whether or not in place, may be rejected, corrected or accepted as provided in this Article 13. B. No provision in the Contract Documents nor any specified guarantee time limit shall be held to limit Contractor’s liability for defects to less than the legal limit of liability in accordance with the Law. C. All Equipment and Materials furnished by Contractor for the Work shall carry a written guarantee from the manufacturer or Supplier of such items when called for in the Specifications. Written guarantees shall be submitted to Engineer with other Submittals. Engineer will transmit such guarantees to Owner for review. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-39 July 2026 13.02 ACCESS TO THE WORK: A. Engineer and Engineer’s representatives, other representatives of Owner, testing agencies, and governmental agencies with jurisdictional interests will have access to the Work at reasonable times for their observation, inspecting, and testing. Contractor shall provide proper and safe conditions for such access. 13.03 TESTS AND INSPECTIONS: A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03C and 13.03D below; 2. that costs incurred in connections with tests or inspections conducted pursuant to Paragraph 13.05B shall be paid as provided in said Paragraph 13.05B; and 3. as otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) to specifically be inspected, tested, or approved, Contractor shall assume full responsibility therefor, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection, testing, or approval. D. Contractor shall also be responsible for and shall pay all costs in connection with any inspection or testing required in connection with Owner’s or Engineer’s acceptance of a Supplier of Materials or Equipment proposed to be incorporated in the Work, or of Materials or Equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. E. All inspections, tests, or approvals other than those required by Laws or Regulations of any public body having jurisdiction shall be performed by organizations acceptable to Owner and Contractor (or by Engineer if so specified). F. If any Work (including the work of others) that is to be inspected, tested, or approved is covered without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. Such uncovering shall be at Contractor’s expense unless Contractor has given Engineer timely notice of Contractor’s intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. G. Neither observations by Engineer nor inspections, tests, or approvals by others shall relieve Contractor from Contractor’s obligations to perform the Work in accordance with the Contract Documents. 13.04 DEFECTIVE WORK: A. The term “defective” is used in these documents to describe Work that is unsatisfactory, faulty, not in conformance with the requirements of the Contract Documents, or not meeting the requirements of any inspection, test, approval, or acceptance required by Law or the Contract Documents. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-40 July 2026 B. Any defective Work may be disapproved or rejected by Engineer at any time before final acceptance even though it may have been overlooked and included in a previous Application for Payment. C. Prompt notice will be given by Engineer to Contractor of defects as they become evident. 13.05 UNCOVERING WORK: A. If any Work is covered contrary to the written request of Engineer, it shall, if requested by Engineer, be uncovered for Engineer’s observation and replaced at Contractor’s expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect, and consequential costs of such uncovering, exposure, observation, inspection, and testing and of satisfactory reconstruction, (including but not limited to fees and charges of engineers, architects, attorneys, and other professionals); and Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, may make a claim therefor as provided in Article 11. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim therefor as provided in Articles 11 and 12. 13.06 OWNER MAY STOP THE WORK: A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor or any other party. 13.07 CORRECTION OR REMOVAL OF DEFECTIVE WORK: A. If required by Engineer, Contractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer, remove it from the Site and replace it with nondefective Work. Contractor shall bear all direct, indirect, and consequential costs of such correction or removal (including but not limited to fees and charges of engineers, architects, attorneys, and other professionals) made necessary thereby. 13.08 TWO-YEAR WARRANTY AND CORRECTION PERIOD: A. Before final acceptance of the project, the contractor shall provide a maintenance bond in accordance with section 158.03 of the City of Fayetteville Unified Development Code. The bond shall be in the amount of 25% of the total contract Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-41 July 2026 price for a period of two years from the date of Substantial Completion. If within two years after the Date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions, either correct such defective Work, or, if it has been rejected by Owner, remove it from the Site and replace it with nondefective Work. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or the rejected Work removed and replaced, and all direct, indirect, and consequential costs of such removal and replacement (including but not limited to fees and charges of engineers, architects, attorneys, and other professionals) will be paid by Contractor. In special circumstances where a particular item of Equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.09 ACCEPTANCE OF DEFECTIVE WORK: A. If, instead of requiring correction or removal and replacement of defective Work, Owner and, prior to Engineer’s recommendation of final payment, also Engineer prefers to accept it, Owner may do so. Contractor shall bear all direct, indirect, and consequential costs attributable to Owner’s evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness and to include but not be limited to fees and charges of engineers, architects, attorneys, and other professionals). If any such acceptance occurs prior to Engineer’s recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, Owner may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.10 OWNER MAY CORRECT DEFECTIVE WORK: A. If Contractor fails within a reasonable time after written notice of Engineer to proceed to correct and to correct defective Work or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.07, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days’ written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this Paragraph, Owner shall proceed expeditiously. B. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work, and suspend Contractor’s services related thereto, take possession of Contractor’s tools, appliances, construction equipment, and machinery at the Site and incorporate in the Work all Equipment and Materials stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-42 July 2026 C. Contractor shall allow Owner, Owner’s representatives, agents, and employees such access to the Site as may be necessary to enable Owner to exercise the rights and remedies under this Paragraph. D. All direct, indirect, and consequential costs of Owner in exercising such rights and remedies will be charged against Contractor in an amount approved as to reasonableness by Engineer,, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, Owner may make a claim therefor as provided in Article 11. Such direct, indirect, and consequential costs will include but not be limited to fees and charges of engineers, architects, attorneys and other professionals, all court and arbitration costs, and all costs of repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor’s defective Work. E. Contractor shall not be allowed an extension of the Contract Times because of any delay in performance of the Work attributable to the exercise by Owner of Owner’s rights and remedies hereunder. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 SCHEDULE OF VALUES: A. The schedule of values established will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 APPLICATION FOR PROGRESS PAYMENT: A. Not later than the 15th day of each month, or on the next business day thereafter, (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. B. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment. C. If payment is requested on the basis of Equipment and Materials not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the Equipment and Materials free and clear of all liens, charges, security interests, and encumbrances (which are hereinafter in these General Conditions referred to as “Liens”) and evidence that the Equipment and Materials are covered by appropriate property insurance and other arrangements to protect Owner’s interest therein, all of which will be satisfactory to Owner. D. The amount of retainage with respect to progress payments will be as stipulated in Paragraph 14.04G. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-43 July 2026 14.03 CONTRACTOR’S WARRANTY OF TITLE: A. 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 no later than the time of payment free and clear of all Liens. 14.04 REVIEW OF APPLICATION FOR PROGRESS PAYMENT: A. Engineer will, within seven days after receipt of each Application For Payment, either indicate in writing a recommendation of payment and present the Application to Owner (subject to the provisions of the last sentence of Paragraph 14.04D), or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. After the required internal reviews and processing by the Owner, the Owner will diligently proceed to make payment to the Contractor, in accordance with the approved payment request, within 30 days. All efforts will be made to make payments within the 30 day period, but the Owner cannot guarantee the 30 days maximum time. B. Engineer’s recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer’s on-Site observations of the Work in progress as experienced and qualified design professionals and on Engineer’s review of the Application for Payment and the accompanying data and schedules that the Work has progressed to the point indicated; that, to the best of Engineer’s knowledge, information, and belief, the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under Paragraph 9.08, and to any other qualifications stated in the recommendation); and that Contractor is entitled to payment of the amount recommended. However, by recommending any such payment, Engineer will not thereby be deemed to have represented that exhaustive or continuous on-Site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents, or that there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or Owner to withhold payment to Contractor. C. Engineer’s recommendation of final payment will constitute an additional representation by Engineer to Owner that the conditions precedent to Contractor’s being entitled to final payment as set forth in Paragraph 14.09 have been fulfilled. D. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s opinion, it would be incorrect to make such representations to Owner. Engineer may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in Engineer’s opinion to protect Owner from loss because: 1. The Work is defective, or completed Work has been damaged requiring correction or replacement. 2. Written claims have been made against Owner or Liens have been filed in connection with the Work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-44 July 2026 3. The Contract Price has been reduced by Written Amendment or Change Order 4. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.10, 5. Of Engineer’s ’actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02B. 6. Of Contractor’s unsatisfactory prosecution of the Work in accordance with the Contract Documents. 7. Contractor’s failure to make payment to Subcontractors, or for labor, Materials, or Equipment, or 8. Engineer shall not certify payments requesting more than eighty (80) percent of the Contract amount until such time as all operation, maintenance, repair, and replacement manuals, and product data has been furnished by the Contractor to the Owner. E. Owner may refuse to make payment of the full amount recommended by Engineer because claims have been made against Owner on account of Contractor’s performance of furnishing of the Work, or Liens have been filed in connection with the Work, or there are other items entitling Owner to a set-off against the amount recommended, but Owner must give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action. F. When all grounds for withholding payment are removed, payment will be made in the amounts withheld because of them. G. Progress payments will be in the amount of 95% of the amount of the Work completed and 100% of Equipment and Materials suitably stored and documented as indicated on the Application for Payment less the sum of all previous payments. The owner may forego withholding retainage of the progress payments if the construction contract is fifty-percent (50%) complete and the contractor has provided the work in a satisfactory manner. 14.05 SUBSTANTIAL COMPLETION: A. When Contractor considers the entire Work ready for its intended use, Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Within a reasonable time thereafter, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving his reasons therefor. If Engineer considers the Work substantially complete, Engineer will prepare and deliver to Owner a tentative certificate of Substantial Completion which will fix the Date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. C. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within fourteen days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner’s objections, Engineer considers the Work Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-45 July 2026 substantially complete, Engineer will within said fourteen days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, maintenance, heat, utilities, insurance, and warranties. E. Unless Owner and Contractor agree otherwise in writing and so inform Engineer prior to Engineer’s issuing the definitive certificate of Substantial Completion, Engineer’s aforesaid recommendation will be binding on Owner and Contractor until final payment. F. Owner shall have the right to exclude Contractor from the Work after the Date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative list. 14.06 PARTIAL UTILIZATION: A. Use by Owner of any finished part of the Work, which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and useable part of the Work that can be used by Owner without significant interference with Contractor’s performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 1. Owner at any time may request Contractor in writing to permit Owner to use any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If Contractor agrees, Contractor will certify to Owner and Engineer that said part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.05 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 2. Owner may at any time request Contractor in writing to permit Owner to take over operation of any such part of the Work although it is not substantially complete. A copy of such request will be sent to Engineer and within a reasonable time thereafter, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion and will prepare a list of the items remaining to be completed or corrected Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-46 July 2026 thereon before final payment. If Contractor does not object in writing to Owner and Engineer that such part of the Work is not ready for separate operation by Owner, Engineer will finalize the list of items to be completed or corrected and will deliver such list to Owner and Contractor together with a written recommendation as to the division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, maintenance, utilities, insurance, warranties, and guarantees for that part of the Work, which will become binding upon Owner and Contractor at the time when Owner takes over such operation (unless they shall have otherwise agreed in writing and so informed Engineer). During such operation and prior to Substantial Completion of such part of the Work, Owner shall allow Contractor reasonable access to complete or correct items on said list and to complete other related Work. 3. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of Paragraph 5.02I in respect of property insurance. 14.07 FINAL INSPECTION: A. Upon written notice from Contractor that the Work or an agreed portion thereof is complete, Engineer will make a final inspection with Owner, Engineer, and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to remedy such deficiencies. 14.08 FINAL APPLICATION FOR PAYMENT: A. After Contractor has completed all such corrections to the satisfaction of Engineer and delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, marked-up record documents, and other documents - all as required by the Contract Documents, and after Engineer has indicated that the Work is acceptable (subject to the provisions of Paragraph 14.11), Contractor may make application for final payment following the procedure for progress payments. B. The final Application for Payment shall be accompanied by all documentation called for in the Contract Documents, together with complete and legally effective releases or waivers (satisfactory to Owner) of all Liens arising out of or filed in connection with the Work. In lieu thereof and as approved by Owner, Contractor may furnish receipts or releases in full; an affidavit of Contractor that the releases and receipts include all labor, services, Material, and Equipment for which a Lien could be filed, and that all payrolls, Equipment and Material bills, and other indebtedness connected with the Work for which Owner or Owner’s property might in any way be responsible, have been paid or otherwise satisfied; and consent of the surety, if any, to final payment. If any Subcontractor or Supplier fails to furnish a release or receipt in full, Contractor may furnish a Bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. 14.09 FINAL PAYMENT AND ACCEPTANCE: A. If, on the basis of Engineer’s observation of the Work during construction and final inspection, and Engineer’s review of the final Application for Payment and accompanying documentation -- all as required by the Contract Documents, Engineer Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-47 July 2026 is satisfied that the Work has been completed and Contractor’s other obligations under the Contract Documents have been fulfilled, Engineer will, within fourteen days after receipt of the final Application for Payment, indicate in writing Engineer’s recommendation of payment and present the Application to Owner for payment. Thereupon, Engineer will give written notice to Owner and Contractor that the Work is acceptable (subject to the provisions of Paragraph 14.11). Otherwise, Engineer will return the Application to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. Thirty days after presentation to Owner of the Application and accompanying documentation, in appropriate form and substance, and with Engineer’s recommendation and notice of acceptability, the amount recommended by Engineer will become due and will be paid by Owner to Contractor. B. If, through no fault of Contractor, final completion of the Work is significantly delayed and if Engineer so confirms, Owner shall, upon receipt of Contractor’s final Application for Payment and recommendation of Engineer, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. The written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. C. The Final Pay Estimate will include all sums remaining to be paid. 14.10 CONTRACTOR’S CONTINUING OBLIGATION: A. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any progress or final payment by Engineer, nor the issuance of a certificate of Substantial Completion, nor any payment by Owner to Contractor under the Contract Documents, nor any use or occupancy of the Work or any part thereof by Owner, nor any act of acceptance by Owner nor any failure to do so, nor any review and approval of a Submittal, nor the issuance of a notice of acceptability by Engineer pursuant to Paragraph 14.09, nor any correction of defective Work by Owner will constitute an acceptance of Work not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents (except as provided in Paragraph 14.11). 14.11 WAIVER OF CLAIMS: The making and acceptance of final payment will constitute: A. A waiver of all claims by Owner against Contractor, except claims arising from unsettled Liens, from defective work appearing after final inspection pursuant to Paragraph 14.07, or from failure to comply with the Contract Documents or the terms of any special guarantees specified therein; however, it will not constitute a waiver by Owner of any rights in respect of Contractor’s continuing obligations under the Contract Documents; and B. A waiver of all claims by Contractor against Owner other than those previously made in writing and still unsettled. 14.12 INTEREST: NOT APPLICABLE. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-48 July 2026 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 OWNER MAY SUSPEND WORK: A. Owner may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than 90 days by notice in writing to Contractor, and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to any suspension if Contractor makes an approved claim therefor as provided in Articles 11 and 12. 15.02 OWNER MAY TERMINATE: A. Upon the occurrence of any one or more of the following events: 1. If Contractor commences a voluntary case under any chapter of the Bankruptcy Code (Title 11, United States Code), as now or hereafter in effect, or if Contractor takes any equivalent or similar action by filing a petition or otherwise under any other federal or state Law in effect at such time relating to the bankruptcy or insolvency; 2. If a petition is filed against Contractor under any chapter of the bankruptcy Code as now or hereafter in effect at the time of filing, or if a petition is filed seeking any such equivalent or similar relief against Contractor under any other federal or state Law in effect at the time relating to bankruptcy or insolvency; 3. If Contractor makes a general assignment for the benefit of creditors; 4. If a trustee, receiver, custodian, or agent of Contractor is appointed under applicable Law or under contract, whose appointment or authority to take charge of property of Contractor is for the purpose of enforcing a Lien against such property or for the purpose of general administration of such property for the benefit of Contractor’s creditors; 5. If Contractor admits in writing an inability to pay its debts generally as they become due; 6. If Contractor persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable Equipment or Materials or failure to adhere to the progress schedule established under Paragraph 2.07 as revised from time to time); 7. If Contractor disregards Laws or Regulations of any public body having jurisdiction; 8. If Contractor disregards the authority of Engineer; or 9. If Contractor otherwise violates in any substantial way any provisions of the Contract Documents; B. Owner may, after giving Contractor (and the surety, if there be one) ten days’ written notice and to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the Site and take possession of the Work and of all Contractor’s tools, appliances, construction equipment, and machinery at the Site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all Equipment and Materials stored at the Site or for which Owner has paid Contractor but which are Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-49 July 2026 stored elsewhere, and finish the Work as Owner may deem expedient. In such case, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct, indirect, and consequential costs of completing the Work (including but not limited to fees and charges of engineers, architects, attorneys and other professionals, and court and arbitration costs), such excess will be paid to Contractor. If such costs exceed such unpaid balance, Contractor shall pay the difference to Owner. Such costs incurred by Owner will be approved as to reasonableness by Engineer and incorporated in a Change Order, but when exercising any rights or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed. C. Where Contractor’s services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due to Contractor by Owner will not release Contractor from liability. D. Upon ten days’ written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy, elect to abandon the Work and terminate the Agreement. In such case, Contractor shall be paid for all Work executed and any expense sustained plus reasonable termination expenses, which will include, but not be limited to, direct, indirect, and consequential costs (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals, and court and arbitration costs). 15.03 CONTRACTOR MAY STOP WORK OR TERMINATE: A. If, through no act or fault of Contractor, the Work is suspended for a period of more than 90 days by Owner or under an order of court or other public authority, or Engineer fails to act on any Application for Payment within 30 days after it is submitted, or Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon ten days’ written notice to Owner and Engineer, terminate the Agreement and recover from Owner payment for all Work executed and any expense sustained plus reasonable termination expenses. In addition and in lieu of terminating the Agreement, if Engineer has failed to act on an Application for Payment or Owner has failed to make any payment as aforesaid, Contractor may upon ten days’ written notice to Owner and Engineer stop the Work until payment of all amounts then due. The provisions of this Paragraph shall not relieve Contractor of the obligations under Paragraph 6.15 to carry on the Work in accordance with the progress schedule and without delay during disputes and disagreements with Owner. ARTICLE 16 - RESOLUTION OF DISPUTES 16.01 RESOLUTION OF CLAIMS AND DISPUTES A. Contractor’s claims against Owner will be reviewed by Engineer, who shall take one or more of the following actions within ten (10) days after receipt of a claim: 1. Request additional supporting data from the claimant; 2. Submit a schedule to Contractor indicating reasonable time within which Engineer expects to take action; 3. Reject the Claim in whole or in part, stating reasons for rejection; 4. Recommend approval of the claim; or 5. Suggest a compromise. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-50 July 2026 B. Owner’s claims against Contractor will be reviewed by Contractor who shall take one or more of the following actions within ten (10) days after receipt of the Claim: 1. Request additional supporting data from Engineer; 2. Submit a schedule to the Engineer indicating a reasonable time within which Contractor expects to take action; 3. Deny the claim in whole or in part, stating reasons for denial; 4. Recommend approval of the claim; or 5. Suggest a compromise. C. If a claim has been resolved, the Owner will prepare or obtain appropriate documentation. D. If a claim has been denied or if no action has been taken in the manner provided in Paragraphs 16.01A or 16.01B, then the claimant, within ten (10) days thereafter, may notify the Owner, the other party, and Contractor’s surety that Engineer and Contractor have been unable to resolve the claim. In that event, the Owner, pursuant to Paragraph 16.01E shall review the claim and make a decision on the claim. E. If a claim is presented to the Owner, then the Owner shall review the claim and make a decision within fourteen (14) days. F. Disputes that cannot be settled through negotiation or the procedures in Paragraphs 16.01A through 16.01E above, shall be settled as mutually agreed or in a court of competent jurisdiction within the State of Arkansas. G. Arbitration shall not be used in the settlement of disputes. ARTICLE 17 - MISCELLANEOUS 17.01 GIVING NOTICE: A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 COMPUTATION OF TIME: A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the Law of the applicable jurisdiction, such day will be omitted from the computation. B. A calendar day of 24 hours measured from midnight to the next midnight shall constitute a day. 17.03 CLAIMS, CUMULATIVE REMEDIES: A. Should Owner or Contractor suffer injury or damage to person or property because of any error, omission, or act of the other party or of any of the other party’s employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this Paragraph shall not be construed as a Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-51 July 2026 substitute for or a waiver of the provisions of any applicable statute of limitations or repose. B. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon Contractor by Paragraphs 6.16A, 13.01, 13.08, 13.10, 14.03, and 15.02A and all of the rights and remedies available to Owner and Engineer thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. All representations, warranties, and guarantees made in the Contract Documents will survive final payment and termination or completion of the Agreement. 17.04 FREEDOM OF INFORMATION ACT: A. City contracts and documents prepared while performing City contractual work are subject to the Arkansas Freedom of Information Act. If a Freedom of Information Act request is presented to the City of Fayetteville, the contactor shall do everything possible to provide the documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. §25-19-101 et. seq.) Only legally authorized photocopying costs pursuant to the FOIA may be assessed for this compliance. END OF SECTION 00700 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00700 – GENERAL CONDITIONS (continued) 00700-General Conditions 00700-52 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS 00800 Supplemental_Conditions 00800-1 July 2026 GENERAL 1.01 SUMMARY: A. This Section summarizes Supplemental Conditions that apply to this Work in addition (supplemental to) to General Conditions, Contract Documents and other Specifications for Goshen Water Storage Tank Improvements, Bid 26-47, Construction – Water Storage Tank Improvements. 1.02 ARKANSAS STATE LAW A.C.A. § 22-9-101 A. Comply with all Federal, State and Local laws and regulations including but not limited to Arkansas Code § 22-9-101 . 1. Title 22 Public Property Chapter 9 Public Works Subchapter 1 -- General Provisions A.C.A. § 22-9-101. Observation by registered professionals required. Universal Citation: AR Code § 22-9-101 (2016) “ (a) The state or a township, county, municipality, village, or other political subdivision of the state shall not engage in the capital improvement of public works involving engineering or architecture for which the plans, specifications, and estimates have not been made by and the capital improvement executed under the observation of a professional engineer as defined in § 17-30-101 or architect as defined in § 17-15-102, in their respective areas of expertise. (b) Nothing in this section shall be held to apply to any public works wherein the contemplated capital improvement expenditure: (1) For an engineering project does not exceed twenty-five thousand dollars ($25,000); or (2) For an architectural project does not exceed one hundred thousand dollars ($100,000). (c) This section shall not apply to any school district, county, municipality, or township project that is planned and executed according to plans and specifications furnished by authorized state agencies.” 1.03 PROPERTY LINES AND MONUMENTS: A. The Contractor shall protect all property corner markers, and when any such marker or monuments are in danger of being disturbed, they shall be properly referenced and if disturbed shall be reset at the expense of the Contractor. 1.04 EXPLOSIVES: A. Explosives or burning shall not be used. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-2 July 2026 1.05 CLEANUP: A. During construction of the work, the Contractor shall at all times, keep the site of the work and adjacent premises as free from material, debris, and rubbish, as is practicable, shall remove same from any portion of the site, if in the opinion of the City of Fayetteville such material debris, or rubbish constitutes a nuisance or is objectionable. B. The Contractor shall remove from the site all of his surplus materials and temporary structures when no further need therefore develops. 1.06 PROJECT MAINTENANCE: A. The Contractor shall maintain and keep in good repair the work contemplated under these plans, specifications, drawings, etc., and shall perform for a period as set forth in the Maintenance Bond from the date of acceptance all necessary repair, reconstruction and renewal of any part of said construction and shall furnish the labor and materials to make good and to repair any defective condition growing out of or on the account of the breakage or failure of any substance or the improper function of same. Said maintenance contemplates the complete restoration to a functional use during the said period as set forth in the Maintenance Bond. 1.07 PROTECTION OF IMPROVEMENTS: A. The Contractor shall be entirely responsible for the protection of all improvements that are not designated by the City of Fayetteville to be removed for proper construction of the project. This shall include sidewalks, building walls, existing inlets and manholes, underground utilities, shrubs, trees, signs, sod and fences. The Contractor shall be entirely responsible for the protection of all pavements adjacent to the project. 1.08 ACCIDENT REPORTING: A. The Contractor must report in writing to the City of Fayetteville all accidents whatsoever arising out of, or in connections with the performance of the work, whether on, or adjacent to, the site, which caused death, personal injury, or property damages, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to the City of Fayetteville. B. If any claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the City of Fayetteville giving full details of the claim. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-3 July 2026 1.09 ARRANGEMENTS FOR WATER A. Water used for installation purposes, jetting or flooding trenches, sprinkling, testing and flushing of pipelines or any other purpose incidental to this project, will be furnished by the Contractor. The Contractor shall make the necessary arrangements for securing the transporting of such water and shall take such water in a manner and at such time that will not produce a harmful drain or decrease of pressure in the City of Fayetteville’s WATER SYSTEM. Water shall not be used in a wasteful manner. B. The Contractor shall be billed and shall pay for all water used. C. Backflow prevention is required on Contractor's equipment during filling operations. 1.10 USE OF FIRE HYDRANTS A. No person shall open, turn off, interfere with, attach any pipe or hose to, or connect anything with any fire hydrant, stop valve or stop cock, or tap any water main belonging to the City of Fayetteville, unless duly authorized to do so by the City of Fayetteville Water Department. B. Water utilized from fire hydrants shall be in a manner pre-approved and acceptable to the City of Fayetteville. Such use shall include metering and backflow prevention equipment acceptable to the City of Fayetteville. The Contractor is responsible for any adverse impact on the water distribution system including but not limited to damage to the system from water hammer and transient forces resulting from his filling operations. C. The Contractor shall be billed and shall pay for all water used. D. Backflow prevention is required on Contractor's equipment during filling operations. 1.11 NO TREES SHALL BE CUT. A. No tress shall be cut except upon the specific authority by the City of Fayetteville. Trees adjacent to the work shall be protected from all damage by the construction operations. 1.12 REMOVAL OF TREES, FENCES, ETC. A. Fences within the right-of-way of this project shall be kept in good repair and closed at all times, except when it is necessary to move machinery and equipment through the fence. Gates shall be closed immediately after use. When the project is complete, the Contractor shall repair all fences and gates that have been moved or damaged by the Contractor as a result of construction. Fences shall be left in repair equal to the original condition. No separate compensation shall be made for this work. B. Where surface drainage channels are disturbed or blocked during construction, they shall be restored to their original condition of grade and cross section after the work of construction is completed. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-4 July 2026 C. The Contractor shall not be held liable for unavoidable damage to crops provided such damage occurs within the construction easement provided by the City of Fayetteville. 1.13 POLES, SIGNS, GUY WIRES, ETC A. All utility poles and guy wires, private sign posts, signs and guy wires, and similar private obstructions which interfere with the construction of this project will be removed and replaced, or moved to new permanent locations by the Owners thereof without cost to the Contractor. B. The removal and replacement of City of Fayetteville street sign posts and signs are the responsibility of the Contractor. The Contractor shall be responsible for all damage to street signposts and signs within the limits of his operations that remain in place or are removed and replaced. In the event street sign posts and signs are injured or destroyed by the Contractor’s operations, they shall be replaced by the Contractor. No separate compensation will be paid for this work, but the costs thereof shall be included in such contract pay items as are provided. 1.14 EXISTING UTILITIES AND SERVICE LINES: A. Prior to the start of any excavation by the Contractor, the Contractor shall communicate with ARKANSAS ONE CALL, the proper representative of all the utility systems included but not limited to the water and sewer department, the gas company, electric company, telephone company and any other private utility companies and advise said representative of the route of the proposed construction, in order to obtain the assistance of the utility in the location of and in the avoidance of conflicting with utility lines. B. The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by his construction operations. Where existing utilities or service lines are cut, broken, or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, at his own cost and expense, with the exception of those items included in the bid schedule. C. The Contractor shall comply with the “Arkansas Underground Facilities Damage Prevention Act” including latest amendments, the Arkansas One-Call System, and shall alert potentially conflicting utility systems accordingly. D. The Contractor is responsible for protecting public and private property. The Contractor is responsible for the Contractor’s safety plan and implementation. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-5 July 2026 1.15 EXISTING STRUCTURES: A. It is the Contractor’s responsibility to verify the locations of existing surface and subsurface structures. It is mutually agreed that such shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or requires the building of special work, provisions for which are not made in the plans and proposal, in which case the provisions in these specifications for extra work shall apply. 1.16 DRAINAGE: A. The Contractor shall provide at his own cost and expense all methods for adequately draining the work. No separate measurement or compensation will be paid for sub- drains or other methods of draining, but the cost thereof shall be included in such contract pay items as are provided in the Proposal and Contract. 1.17 CONSTRUCTION IN CITY STREETS AND PRIVATE DRIVES: A. It shall be the responsibility of the Contractor to build and maintain all weather bypasses and detours, if necessary, and to properly light, barricade, and mark all bypasses and detours that might be required on and across the streets involved in the work included in this contract. B. Street shall remain open to traffic at all times unless special permission for closing the street is given by the City of Fayetteville. After permission is given for closing any portion of the street, the Contractor shall be responsible for notifying the Police and Fire Department 24 (24) hours in advance of such closing. C. The Contractor shall make every effort to complete construction and allow immediate access to adjacent property at all driveway entrances located along the streets. Owners or tenants or improvements where access and/or entrance drives are located shall be notified at least eight (8) hours prior to the time the construction will be started at their driveways or entrances and informed as to the length of time driveways will be closed. D. During wet weather the Contractor shall construct temporary gravel crossings and wooden walkways to allow ingress and egress across excavated areas at no expense to the City of Fayetteville and as directed by the City of Fayetteville. E. The Contractor shall at all times, keep a sufficient width of the roadway clear of dirt and other materials to allow the free flow of traffic. The Contactor shall assume any and all responsibility for damage, person or otherwise, that may be caused by the construction along City of Fayetteville streets or private drives. F. If it becomes apparent that barricades do not sufficiently protect the general public and the Contractor’s workmen from traffic hazards, the Contractor may be required to furnish such flagmen and/or watchmen as may be deemed necessary to properly direct traffic. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-6 July 2026 1.18 CONSTRUCTION IN ARKANSAS HIGHWAY DEPARTMENT RIGHT-OF-WAY: A. Where the work encroaches upon any right-of-way of the Arkansas Highway Department, the City of Fayetteville will secure the necessary permits for the work. Where highways are crossed, the Contractor shall observe all the regulations and instructions of the Arkansas Highway Department as to methods of doing the work, or precautions for safety of property and the public. All negotiations with the Arkansas Highway Department except for permits shall be made by the Contractor. The Arkansas Highway Department shall be notified by the Contractor not less than five days previous to the time of his intention to begin work. 1.19 MAINTENANCE OF STORM SEWER AND UTILITIES THAT CROSS EXISTING ROADWAY: A. The Contractor shall maintain at all times during construction storm sewer and utility crossings of existing roadways at no expense to the City of Fayetteville. Storm sewers and utilities crossing existing roadways shall be back-filled in accordance with the provisions of these specifications to an elevation six inches below the elevation of the existing roadway. A six-inch thick compacted gravel base shall be constructed to the elevation of the existing pavement within the limits shall be maintained throughout the construction. Potholes appearing in the existing pavement, which in the opinion of the City of Fayetteville is a hazard to the general public, shall be filled and maintained as directed by the City of Fayetteville. 1.20 BARRICADES, LIGHTS AND WATCHMEN: A. Where the work is carried on in or adjacent to any street, alley or public place, the Contractor shall at his own cost and expense furnish and erect such barricades, fences, battery type flasher-markers and danger signals, shall provide such watchmen, and shall provide such other precautionary measures including but not limited to flagmen and detours for the protection of persons or property and of the work as are necessary. All signs, barricades, and traffic control devices shall be placed and maintained in accordance with the MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), latest edition. B. From sunset to sunrise, the Contractor shall furnish and maintain at least one battery type flasher-marker at each barricade and sufficient number of barricades shall be erected to keep vehicles from being driven on or into any work under construction. The Contractor shall furnish watchmen in sufficient numbers to protect the work. C. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, lights, and watchmen to protect it, and whenever evidence is found of such damage, the City of Fayetteville may order the damaged portion immediately removed and replaced by the Contractor at his cost and expense. The Contractor’s responsibility for the maintenance of barricades, signs, and lights, and for providing watchmen shall not cease until the project shall have been accepted by the City of Fayetteville. D. During the prosecution of the work, the Contractor shall obstruct public travel as little as possible and in no case shall there be less than twelve (12) feet in width of Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-7 July 2026 unobstructed roadway for the use of traffic. Materials and equipment stored in or near the path of traffic shall be protected with red flags during the day and with lights during the night. 1.21 PROTECTION OF EXISTING WATER VALVE BOXES A. Protection of existing water valve boxes located within the limits of the work shall subsequently be the responsibility of the Contractor. Failure to show water valve box locations on the plans does not relieve the Contractor of the responsibility to prevent damage to the valve and boxes. 1.22 SURPLUS MATERIALS A. Surplus materials shall be disposed of by the Contractor at his own cost and expense in compliance with all Federal, State and Local regulations. 1.23 SALVAGED MATERIALS A. All materials removed during the construction of the project as salvaged materials shall be removed, cleaned, hauled to and stacked on the City of Fayetteville’s grounds. Salvaged materials shall be the property of the City of Fayetteville. 1.24 FINAL CLEAN-UP A. Upon completion of the work and before acceptance and final payment, the Contractor shall clean, remove rubbish, unused materials and temporary structures from the limits of the project and restore in a manner acceptable to the Engineer, all property, both public and private, that has been damaged by the Contractor during the prosecution of the work, and shall level and grade all portions of the work where the surface of the natural ground or street surface has been disturbed during construction and shall leave the site of the work in a neat and presentable condition, free from ruts or holes. B. Material cleared from the limits of the project and deposited on adjacent property will not be considered satisfactory unless prior approval is obtained from the property owner involved, the work is accomplished to the satisfaction of the City of Fayetteville, and a proper City of Fayetteville grading permit is issued, if required. 1.25 PRIVATE PROPERTY ACCESS A. The Contractor shall not enter upon or use private property except as allowed by easements or if the Contractor obtains specific written prior permission from the property owner. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 00800 – SUPPLEMENTAL CONDITONS (continued) 00800 Supplemental Conditions 00800-8 July 2026 1.26 COMPANY LOGO A. All equipment used on the project shall be clearly marked with the Contractor’s name and LOGO. Subcontractor equipment shall also be similarly marked. 1.27 TRENCH SAFETY SYSTEM - CONTRACTOR A. Should excavation by the contractor become necessary then the Contractor shall comply with Specification 02003 - TRENCH SAFETY/PROTECTIVE SYSTEMS. PART 2 - PRODUCTS – NOT APPLICABLE. PART 3 - EXECUTION – NOT APPLICABLE. END OF SECTION 00800 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01110 – SUMMARY OF WORK 01110-Summary of Work 01110-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY: A. This Section summarizes the Work and supplements the information detail in the complete Contract Documents. B. Owner: The City of Fayetteville, Arkansas, 113 West Mountain Street, Fayetteville, AR 72701 is contracting for Work described in the Contract Documents. 1. Contract Identification: Goshen Water Storage Tank Improvements Bid 26-47, Construction 2. Location: Goshen, Arkansas. C. Engineer: The Contract Documents were prepared by: Hawkins-Weir Engineers, Inc. 516 East Millsap Road, Suite 103 Fayetteville, Arkansas 72703 1.02 PROJECT DESCRIPTION: A. Cleaning and recoating of the 300,000-gallon Goshen steel ground water storage tank, B. Installation of tank appurtenances. 1.03 WORK BY OTHERS: A. Work Under Other Contracts: None. B. Work by Owner: C. Other Activities: None 1.04 CONTRACTOR’S USE OF PREMISES: A. During the construction period, Contractor shall have use of the property, easements and rights-of-way acquired by the Owner for this project. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. 1.05 OWNER’S USE OF PREMISES: A. Partial Owner Occupancy: The Owner reserves the right to occupy completed areas of the contract, prior to Substantial Completion provided that such occupancy does not interfere with completion of the Work. Such partial occupancy shall not constitute acceptance of the total Work. 1.06 WORK SEQUENCE: A. Construction sequence shall be determined by Contractor subject to Owner’s need for continuous operation of existing facilities, and subject to the requirements as indicated or specified. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01110 – SUMMARY OF WORK (continued) 01110-Summary of Work 01110-2 July 2026 B. The Contractor shall arrange crews in a way to have continuous work from the time a particular project has begun until it is complete. It shall be the responsibility of the Contractor to inform the City of Fayetteville regarding dates and locations of work activities that may impact the flow of traffic. C. Construction sequence shall be determined by Contractor subject to Owner’s need for continuous operation of existing facilities, and subject to the requirements as indicated or specified. D. It shall be the responsibility of the Contractor, 48 hours prior to the initiation of construction on easements through private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall inform the agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the work. E. Continuous Service of Existing Facilities: Exercise caution and schedule operations to ensure that functioning of present facilities will not be disrupted. Shutdown of Owner’s operating facilities to perform the Work shall be held to a minimum length of time and shall be coordinated with Owner who shall have control over the timing and schedules of such shutdowns. 1.07 WORKING HOURS A. Unless otherwise approved by the owner, normal working hours for this project are Monday through Friday, 8:00 a.m. To 6:00 p.m. Written requests for owner’s approval to conduct work outside of normal working hours shall be submitted to the engineer and shall allow ample time for the engineer to arrange for inspection of the work in progress. Unless otherwise specifically detailed in the specifications or on the drawings, work outside of normal working hours shall be for the contractor’s convenience, and the contractor shall pay all expenses (at engineer's standard rates) associated with extra inspection required for work outside regular hours. The contractor shall light the different parts of the project as required to comply with all applicable federal and state regulations and with all applicable requirements of the owner. The contractor may conduct preparatory work, staging of pipe or other materials, and site cleanup outside of normal working hours or on weekends provided that the work is not near private residences. 1.08 PREORDERED EQUIPMENT AND MATERIALS: A. The Owner has pre-purchased a Tide-Flex Tank Mixing System for installation in the Goshen Ground Water Storage Tank. These materials are currently in storage at the Owner’s facility on Industrial Park Road in Fayetteville, Arkansas. The Contractor shall be responsible for transporting the pre-purchased equipment from the Owner’s facility to the Project Site and for the installation of the equipment in accordance with the Manufacturer's instructions. A copy of the Tideflex installation drawings is included with the Contract Documents as Appendix A. 1.09 MEASUREMENT AND PAYMENT: A. Unit Price Contracts: All Work indicated in the Contract Documents shall be included in the Unit Price Bid Schedule and the Agreement. A Unit Price is an amount proposed by Contractor and stated in the Agreement as a price per unit of measurement for materials or services. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01110 – SUMMARY OF WORK (continued) 01110-Summary of Work 01110-3 July 2026 B. Payment for the work included in this section will be in accordance with the prices set forth in the proposal for the quantity of work performed. The Contractor agrees that he will make no claim for damages, or anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and the estimated amounts therefore. C. Measurement and Payment of specific items will be as specified in each applicable Section of the Technical Specifications. D. There will be no separate pay items for the following miscellaneous construction items. Cost for these items shall be considered incidental/subsidiary to other contract bid items. 1. All safety equipment. 2. Photographs of the site prior to the Work if requested by City of Fayetteville. 3. Pipeline cleaning and root removal. 4. Maintenance of Traffic. 5. Final Cleanup. 6. All other labor, equipment, materials, incidentals, tools, appurtenances, permits and not specifically listed in the Bid Form work required for a complete installation acceptable to the City of Fayetteville Utilities. E. The Contractor’s Invoice and all supporting documents shall be submitted to the City of Fayetteville. The City of Fayetteville will prepare the pay estimate based on the Contractor’s Invoice. F. Invoices shall be sent to the City of Fayetteville. They shall be itemized to include: G. The specific bid items utilized. 1. The quantities of those bid items. 2. The location of the project. 3. The total cost for that project. 4. The total billing to date, including any change orders. 5. All state and local taxes applicable. H. Completion of a project is defined to include the satisfactory performance of all minor and non-pay work items such as clean up and restoration/replacement of all damaged private and public property. I. All invoices for payment presented by the Contractor shall provide documentation to support the location and amount of work accomplished during the payment period. The Contractor’s Invoice and all supporting documents shall be submitted to the City of Fayetteville Utilities. The City of Fayetteville Utilities will prepare the pay estimate based on the Contractor’s Invoice. Invoices will include: 1. The specific bid items utilized. 2. The quantities of those bid items. 3. The location of the project. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01110 – SUMMARY OF WORK (continued) 01110-Summary of Work 01110-4 July 2026 4. The total cost for that project. 5. The total billing to date, including any change orders. 6. All state and local taxes applicable. 1.10 COPIES OF DOCUMENTS: A. Furnished Copies: After execution of Agreement, Contractor will be furnished at no cost, a maximum of one (1) set of Contract Documents consisting of full-size Contract Drawings including revised Drawings and the Project Manual, in addition to those used in execution of the Agreement. B. Additional Copies: Additional copies of above documents will be supplied by Engineer upon request of Contractor and approval of Owner. C. PDF copies of above documents will be supplied by Engineer upon request of Contractor and approval of Owner. 1.11 LIST OF DRAWINGS AND SCHECULES: 1 COVER SHEET, VICINITY MAP, AND SHEET INDEX 2 EXISTING SITE PLAN ANDPHOTOGRAPHS 3 PROPOSED TANK PLAN, SECTION, AND DETAILS 4 MISCELLANEOUS DETAILS 1.12 SCHEDULE OF OWNER-SUPPLIED EQUIPMENT AND MATERIALS: Tideflex Tank Mixing System PART 2 - PRODUCTS – NOT APPLICABLE. PART 3 - EXECUTION – NOT APPLICABLE. END OF SECTION 01110 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01250-CONTRACT MODIFICATION PROCEDURES 01250 Contract Modification Procedures 01250-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Minor changes in the Work. 2. Proposal request. 3. Work Change Directive. B. Related Sections: 1. DOCUMENT 00700 – GENERAL CONDITIONS. 2. Supplementary Conditions. 1.02 MINOR CHANGES IN THE WORK A. Engineer will advise Contractor of minor changes in Work not involving an adjustment to Contract Price or Contract Times as authorized by the DOCUMENT 00700 – GENERAL CONDITIONS, Subparagraph 9.05 by issuing Field Orders. 1. There shall be no changes without prior written approval of the Engineer of Record and/or the City’s designated Professional Engineer. 1.03 PROPOSAL REQUEST A. Owner-Initiated Proposal Requests: 1. Engineer may issue a Proposal Request, including detailed descriptions of proposed changes in the Work that may require adjustment to the Contract Price or the Contract Time. a. If necessary, the description will include supplemental or revised Drawings and Specifications. b. Proposal Requests issued by Engineer are for information only. Do not consider them instructions either to stop Work in progress or to execute the proposed change. 2. Contractor shall submit cost proposal, including any request for an extension in Contract Times, within 14 days of receipt of Proposal Request. 3. In order to facilitate checking of Contractor's proposals for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of cost including labor, materials, and Subcontracts. Labor and materials shall be itemized in a manner acceptable to the Engineer. Where major cost items are Subcontracts, they shall be itemized also. Document each proposal for a change in cost or time with sufficient data to support computations, including the following: a. Include list of quantities of Products, labor, and equipment required or eliminated and unit costs, with total amount of purchases and credits to be made. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTON 01250- CONTRACT MODIFICATION PROCEDURES (continued) 01250-Contract Modification Procedures 01250-2 July 2026 c. Indicate amounts for insurance and bonds. d. Indicate amounts for Contractor's overhead and profit. e. Include justification for any change in Contract Time. f. Include credit for deletions from Contract, similarity documented. g. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. (1) Use available total float before requesting an extension of the Contract Time. 4. On Owner’s approval of a proposal request, Engineer will issue Change Orders for signatures by Owner and Contractor as provided in the DOCUMENT 00700 – GENERAL CONDITIONS. a. Upon execution of a Change Order, Contractor shall promptly revise Construction Progress Schedule and Schedule of Values accordingly. 1.04 WORK CHANGE DIRECTIVE A. As determined by the City’s Utilities Director in the case of a change required to protect the Public and/or the City including health, safety and fiscal responsibility, and when such change must precede the normal Change Order/Modification process, then the Owner may initiate a Work Change Directive, signed by Owner and Engineer, including detailed descriptions of changes, and identifying method for determining any change in Contract Price or Contract Time, instructing Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. The Work Order Directive may be limited based upon funding approved by the City Council. 1. Contractor shall promptly execute the change. 2. Work Change Directives shall be issued on Owner's standard form. B. Contractor shall maintain detailed records for changes in the Work performed on a time and material basis. 1. Submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. C. Engineer will issue Change Order CONDITIONS. D. Upon execution of a subsequent Change Order, Contractor shall promptly revise Construction Progress Schedule and Schedule of Values for signatures by Owner and Contractor as provided in DOCUMENT 00700 – GENERAL accordingly. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 01250 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01270 – UNIT PRICES 01270-Unit Prices 01270-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Submission procedures. 2. Changes of Contract Sum. 3. Description of Unit Prices. B. Related Sections: 1. DOCUMENT 00400– BID FORM. 2. DOCUMENT 00500 –AGREEMENT. 3. DOCUMENT 00700 – GENERAL CONDITIONS. 1.02 SUBMISSION PROCEDURES A. Insert on DOCUMENT 00400 – BID FORM, Unit Prices for Work or materials listed in this Section. 1. Such Unit Prices shall apply for additions and deletions. 1.03 CHANGES TO CONTRACT SUM A. Unit Prices shall constitute full compensation or credit, as the case may be, for the complete provision, fabrication, and installation of each item listed in this Section based solely on Work in place, including all necessary labor, product, tools, equipment, transportation, services and incidentals, appurtenances, and connections required to complete the Work in place, and including insurance, overhead, profit and supervision. B. The Unit Prices are listed on DOCUMENT 00400 – BID FORM, and will apply to the net change on any given change to the scope of Work. C. Unit Prices accepted by the Owner and Contractor shall be identified in the Owner- Contractor Agreement. D. Contractor shall take measurements and compute quantities for which Unit Price items are applicable. 1. Engineer will verify measurements and quantities. a. Contractor shall assist Engineer by providing necessary equipment, workers, and survey personnel as the Engineer requires. 2. Final payment for Work governed by Unit Prices will be made on the basis of the actual measurements and quantities accepted by the Engineer multiplied by the Unit Price for Work which is incorporated in or made necessary by the Work. 3. Payment will not be made for any of the following: a. Products wasted or disposed of in a manner unacceptable to Engineer. b. Products which Engineer determines as unacceptable before or after installation. c. Product not completely unloaded from the transporting vehicle. d. Products installed beyond the lines and levels of the required Work. e. Products not installed after completion of Work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01270 – UNIT PRICES (continued) 01270-Unit Prices 01270-2 July 2026 f. Loading, hauling, and disposing of rejected Products. 1.04 DESCRIPTION OF UNIT PRICES Measurement and Payment of specific items shall be as specified in SECTION 01271, MEASUREMENT AND PAYMENT. PART 2 - PART 2 – PRODUCTS (NOT USED) PART 3 - PART 3 – EXECUTION (NOT USED) END OF SECTION 01270 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT 01271-Measurement and Payment 01271-1 July 2026 PART 1 - GENERAL 1.1 SUMMARY A. This section includes delineation of measurement and payment criteria applicable to unit price work related to water and sewer, whether the unit price items are part of a unit price contract or are part of a Stipulated Price contract. B. Defect assessment and non-payment for rejected work. 1.2 AUTHORITY A. Measurement methods are delineated for each individual bid item under this section. B. The Engineer will take all measurements and compute quantities accordingly. C. Contractor shall assist by providing necessary equipment, workers, and survey personnel as required. 1.3 UNIT QUANTITIES SPECIFIED A. Quantities and measurements indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements supplied or placed in the Work and verified by the Engineer shall determine payment. B. If the actual Work requires more or fewer quantities than those quantities indicated, provide the required quantities at the unit prices contracted. 1.4 MEASUREMENT OF QUANTITIES A. Measurement by Weight: Items measured by weight will use specified standard handbook weights unless otherwise specified in this section for an individual item. B. Measurement by Volume: Unless herein noted differently, volume shall be measured by cubic dimension using mean length, width and height or thickness with survey chain, steel tape, approved distance meter, or by use of Total Surveying Stations and Engineering Software, as approved by Engineer. C. Measurement by Area: Unless herein noted differently, area shall be measured by square dimension using mean length and width or radius, with survey chain, steel tape, approved distance meter, or by use of Total Surveying Stations and Engineering Software, as approved by Engineer. D. Linear Measurement: Unless herein noted differently, linear measurements shall be measured at the item centerline or mean chord, with survey chain, steel tape, approved distance meter, or by use of Total Surveying Stations and Engineering Software, as approved by Engineer. E. Stipulated Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work. 1.5 PAYMENT A. Payment Includes: Except as modified herein, payment shall be full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. B. Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities accepted by the Engineer multiplied by the unit price for Work which is incorporated in or made necessary by the Work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-2 July 2026 1.6 DEFECT ASSESSMENT A. Replace the Work, or portions of the Work, not conforming to specified requirements. B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct the following remedy: 1. The defective Work will be repaired to the instructions of the Engineer, and the unit price will be adjusted to a new price at the discretion of the Engineer. C. The authority of the Engineer to assess the defect and identify payment adjustment is final. 1.7 NON-PAYMENT FOR REJECTED PRODUCTS A. Payment will not be made for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable. 2. Products determined as unacceptable before or after placement. 3. Products not completely unloaded from the transporting vehicle. 4. Products placed beyond the lines, levels or boundaries of the required Work. 5. Products remaining on hand after completion of the Work. 6. Loading, hauling and disposing of rejected Products. 7. Work performed beyond the specified limits unless authorized by the Engineer. 1.8 BID ITEMS 1. Bonds and Insurance Payment for the above item will be paid for at the lump sum (LS) price bid. This item includes full compensation for the all bonds and insurance required by the Contract. 2. Mobilization Payment for the above item will be paid for at the lump sum (LS) price bid. The payment shall cover mobilization, as shown on the Plans and stated in the Specifications. This item includes full compensation for the Mobilization including all materials, labor, and equipment necessary for the Contractor to mobilize to the project site and prepare the site to begin the project. Mobilization may not exceed 5% of the total bid excluding bonds and insurance. 3. Furnish and Install all Work, Materials, Equipment, and Labor for the Cleaning and recoating of the interior of Existing 300,000-Gallon, Welded Steel, Ground Storage Tank with Final Disinfection and Ready for Normal Service as shown on the Plans and stated in the Specifications Payment for the above item will be paid for at a lump sum (LS) price bid. This item includes full compensation for the cleaning and recoating of the interior of the existing 300,000-gallon, welded steel, ground storage tank with final disinfection and ready for normal service as shown on the Plans and stated in the Specifications, including all labor, materials, and equipment. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-3 July 2026 4. Furnish and Install all Work, Materials, Equipment, and Labor for the Cleaning and Recoating of the Exterior of the Existing 300,000-Gallon, Welded Steel, Ground Storage Tank as shown on the Plans and stated in the Specifications Payment for the above item will be paid for at a lump sum (LS) price bid. This item includes full compensation for the cleaning and recoating of the exterior of the existing 300,000-gallon, welded steel, ground storage tank as shown on the Plans and stated in the Specifications, including all labor, materials, and equipment. 5. Installation of the Hydrodynamic Tank Mixing System Payment for the above item will be paid for at a lump sum (LS) price bid. This item includes full compensation for transporting and installing a tank mixing system pre- purchased by the Owner as shown on the Plans and stated in the Specifications, including header piping, fittings, pipe supports, inlet and outlet check valves, and for all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 6. Furnish and Install 12" Roof Vent with Cap and Screen Payment for the above item will be paid for at the price bid for each (EA) 12-inch aluminum pallet style steel roof vent with stainless steel screens installed, including cap and screen. This item includes full compensation for furnishing and installing each 12- inch stainless steel roof vent, including cap and screen installed as shown on the Plans and stated in the Specifications, including tank modifications, roof vent with screen, and for all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 7. Remove and Replace 18" Roof Vent Cap and Screen Payment for the above item will be paid for at the price bid for each (EA) 18" aluminum pallet style steel roof vent with stainless steel screens with cap and sleeve removed and replaced as shown on the Plans and stated in the specifications, including removal of the existing equipment, modifications to the existing tank connection, a new roof vent with screen, and for all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 8. Furnish and Install Interior Sump Payment for the above item will be paid for at the price bid for each (EA) interior sump installed. This item includes full compensation for furnishing and installing each interior sump as shown on the Plans and stated in the Specifications, including all materials, equipment, tools, labor, and incidentals necessary to complete the work. 9. Remove and Replace Floor Plate Samples Payment for the above item will be paid for at the price bid for each (EA) floor plate sample removed and replaced as shown on the Plans and stated in the Specifications. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-4 July 2026 10. Remove and Install Ladder, Ladder Platform, and Climb Protective Device Payment for the above item will be paid for at the price bid at a lump sum (LS) for the installation of the ladder extension, ladder platform, and climb protection device. This item includes full compensation for ladder relocated and installed, construction of the ladder platform, and construction of the climb protective device as shown on the Plans and stated in the Specifications as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 11. Furnish and Install Fall Protection Systems Payment for the above item will be paid for at the price bid for at a lump sum (LS) for all fall protection systems furnished and installed on interior and exterior of the tank. This item includes full compensation for Fall Protection System on interior and exterior ladders as well as the roof of the tank installed as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 12. Remove and Replace Existing Manway with 30" Manway Payment for the above item will be paid for at the price bid for each (EA) existing manway removed and replaced with a 30-inch Manway. This item includes full compensation for the removal of existing manways and replacement with 30" manways, including all other hardware, materials, equipment, tools, labor, and incidentals necessary to complete the work. 13. Furnish and Install Steel Handrail Payment for the above item will be paid for at the price bid for each linear foot (LF) of steel handrail furnished and installed. This item includes full compensation for the furnishing and installing of steel handrail as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 14. Remove Target Level Indicator Payment for the above item will be paid for at the price bid for each (EA) target level indicator removed. This item includes full compensation for the removal of each target level indicator, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 15. Remove SCADA Antenna Payment for the above item will be paid for at a lump sum (LS) bid for the removal of the SCADA antenna and associated conduit and appurtenances. This item includes full compensation for the removal the SCADA antenna, including new conduit, mounting brackets, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-5 July 2026 16. Furnish and Install Adjustable Pipe Supports on Tank Overflow Pipe Payment for the above item will be paid for at the price bid for each (EA) adjustable pipe support on tank overflow pipe furnished and installed. This item includes full compensation for each adjustable pipe support on tank overflow pipe installed as shown on the Plans and stated in the Specifications, including painting, mounting hardware and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 17. Clean and Recoat Existing Fire Hydrant Payment for the above item will be paid for at the price bid for each (EA) existing fire hydrant cleaned and recoated. This item includes full compensation for each existing fire hydrant cleaned and recoated as shown on the Plans and stated in the Specifications as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 18. Site Restoration Payment for the above items will be paid for at the lump sum (LS) price bid for site restoration. Payment shall be full compensation for site restoration, including demobilization, remedial site grading, seeding, mulching, and fertilizing of bare areas created as part of the project, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work and restore the site to a pre-construction condition. There shall be no separate payment for all other labor, equipment, materials, incidentals, tools, appurtenances, permits and not specifically listed in the Bid Form work required for a complete installation acceptable to the City of Fayetteville Utilities. PART 2 - PRODUCTS Not Used PART 3 – EXECUTION Not Used END OF SECTION 01271 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-6 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01290 – PAYMENT PROCEDURES 01290-Payment Procedures 01290-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Schedule of values. 2. Applications for payment. B. Related Sections: 1. DOCUMENT 00700 – GENERAL CONDTIONS. 1.02 APPLICATIONS FOR PAYMENT A. Comply with Arkansas Code § 22-9-101. Title 22 Public Property Chapter 9 Public Works Subchapter 1 - General Provisions A.C.A. § 22-9-101. Observation by registered professionals required. B. Format: Document 01290.01 r other approved format. 1. Owner will provide Contractor an electronic copy of Documents 01290.01. C. Payment Period: As specified under DOCUMENT 00700 – GENERAL CONDITONS Article 14. D. Preparation of Applications: 1. Present required information in typewritten form. 2. Execute application by signature of authorized officer of Contractor's firm. 3. Indicate dollar value in each column of each line item for portion of Work completed through the last day of the application period, and for products properly stored in accordance with the Contract Documents through the last day of the previous application period. 4. Round off dollar values to nearest dollar. 5. Complete every entry on form. 6. Indicate each authorized Change Order as separate items on continuation sheet. a. List by appropriate Change Order Number. b. Indicate dollar value breakdown of each Change Order by each applicable Project Manual Section. E. Submittal Procedure: 1. Comply with DOCUMENT 00700 - GENERAL CONDITIONS Article 14. 2. Submit 1 copy of each Application for Payment. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01290 – PAYMENT PROCEDURES (continued) 01290 Payment Procedures 01290- 2 July 2026 3. Submit an updated Construction Progress Schedule with each Application for Payment. 4. Submit waivers of mechanics liens from Contractor, Subcontractors, sub- subcontractors, and Material and Equipment Suppliers for amounts certified by Engineer for construction period covered by previous application for payment. a. Submit on form acceptable to Owner. 5. Substantiating data: a. When Owner or Engineer requires substantiating information to support Contractor's application for payment, submit data justifying dollar amounts which are in question. b. Provide 1 copy of data with cover letter for each copy of Application for Payment. (1) Indicate application number and date. (2) List each item in question by continuation sheet identification. 6. Submit application for final payment in accordance with DOCUMENT 00700 – GENERAL CONDITIONS Article 14. F. Minimum Approvals – City of Fayetteville. 1. Utilities Manager or Director. 2. Sanitary Sewer Superintendent or his representative 3. Utitlies Engineer. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION 01290 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.01 Application for Payment Page 1 July 2026 APPLICATION FOR PAYMENT Bid 26-47, CONSTRUCTION Goshen Water Storage Tank Improvements Application Number: Date: Contractor: Ordinance/Resolution Number: Address: Effective: Encumbrance No: Application for Work Accomplished Through the Date of: Original Contract Price ........................................................................... [1]$ Net Change by Change Orders _____ through _____ ............................. [2]$ Current Contract Price (1 + 2) ................................................................ [3]$ Completed Work ........................ [4]$ Stored Material .......................... [5]$ Total Completed and Stored to Date (4+5) [6]$ Previous Payments ..................... [7]$ Previous Retainage ..................... [8]$ Total Previous Applications (7+8) .......................................................... [9]$ Amount This Application (6-9) ............................................................ [10]$ Less Retainage This Application* .................................................... [-][11]$ Release of Retainage ............................................................................. [12]$ Due This Application (10-11+12) ......................................................... [13]$ * Retainage on Completed Work Only Accompanying Documentation: Attached Schedule of Values CONTRACTOR’s Certification: The undersigned Contractor certifies that (1) all previous progress payments received from Owner on account of Work done under the Contract referred to above have been applied on account to discharge Contractor’s legitimate obligations incurred in connection with Work covered by all prior Applications for Payment; (2) title of all Work, materials and equipment incorporated into said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifying Owner against any such Lien, security interest or encumbrance); (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective, and (4) all labor standards contract requirements have been complied with by Contractor and by each subcontractor employing mechanics or laborers at the site of the work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.01 Application for Payment Page 2 July 2026 Dated: CONTRACTOR By: STATE OF ) COUNTY OF ) Subscribed and Sworn to before me this day of , My commission expires: Notary Public OWNER’s Certification for Payment: In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Owner’s representatives certify that to the best of their knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED .......................................................................... $ (Attach explanation if amount certified differs from the amount applied for. Initial all figures on this Application and on the Schedule of Values that are changed to conform to the amount certified.) OWNER’s Approval By: Date: Utilities Manager By: Date: Utilities Sewer Superintendent By: Date: Utilities Engineer Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.12-Substantial Completion 01290.12 - 1 July 2026 CERTIFICATE OF SUBSTANTIAL COMPLETION Contract Number: 26-47, Construction Contract Title: GOSHEN WATER STORAGE TANK IMPROVEMENTS CONTRACTOR: DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found, to the Engineer’s best knowledge, information and belief, to be substantially complete. Substantial Completion is the state in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below: A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. ENGINEER BY DATE The Contractor will complete or correct the Work on the list of items attached hereto within days from the above date of Substantial Completion. CONTRACTOR BY DATE The Owner accepts the Work or designated portion thereof as substantially complete and will assume full possession thereof at (time) on (date). OWNER’S REPRESENTATIVE BY DATE Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.12-Substantial Completion 01290.12 - 2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.14-Contractor Affidavit for Final Payment 01290.14 - 1 July 2026 CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT Contract Number: 26-47, Construction Contract Title: Goshen Water Storage Tank Improvements STATE OF ) )SS COUNTY OF ) The Undersigned, of lawful (Name) age, being first duly sworn, states under oath as follows: 1. I am the of who is the general (Title) (Contractor) contractor for the City on Contract No. _______ and Contract Name/Title: Goshen Water Storage Tank Improvements 2. All payrolls, material bills, use of equipment and other indebtedness connected with the Work for this Contract have been paid and all claims of whatever nature have been satisfied, as required by the Contract. 3. Contractor certifies that each Subcontractor has received full payment for its respective work in connection with the Contract. 4. This affidavit is made in behalf of the Contractor for the purpose of securing from the City of Fayetteville, Arkansas, the certification of completion of the Contract and receiving payment therefore. CONTRACTOR By (Signature) Title On this day of , , before me appeared , to me personally known to be the of the , and who executed the foregoing instrument and acknowledged that (s)he executed the same on behalf of the as its free act and deed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal on the day and year first above written. My commission expires: Notary Public Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.14-Contractor Affidavit for Final Payment 01290.14 - 2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.15-Subcontractor Affidavit for 01290.15 - 1 July 2026 Final Payment SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT Contract Number: 26-47, Construction Contract Title: Goshen Water Storage Tank Improvements STATE OF ) )SS COUNTY OF ) The Undersigned, of lawful age, being first duly sworn, (Name) states under oath as follows: 1. I am the of hereinafter “Subcontractor” (Title) (Contractor) to , general contractor on GOSHEN WATER STORAGE TANK IMPROVEMENTS, Bid 26-47. (Name of Contractor) (Contract Title and Number) 2. All payrolls, material bills, use of equipment and other indebtedness connected with the work for this project have been paid and all claims of whatever nature have been satisfied. 3. A total of $ has been received as full compensation for: performed in connection with the contract. (area / scope of work) 4. This affidavit is made on behalf of the Contractor for the purpose of securing from Fayetteville, Arkansas, the certification of completion of the project and receiving payment therefore. SUBCONTRACTOR By (Signature) Title On this day of , , before me appeared , to me personally known to be the of the , and who executed the foregoing instrument and acknowledged that (s)he executed the same on behalf of the as its free act and deed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal on the day and year first above written. My commission expires: Notary Public Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 01290.15-Subcontractor Affidavit for 01290.15 - 2 July 2026 Final Payment THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01320 – PROJECT MEETINGS, SCHEDULES, AND REPORTS 01320-Project Meetings, Schedules, and Reports 01320-1 July 2026 PART 1 - GENERAL 1.01 Summary: This Section includes the following administrative and procedural requirements: A. Project Meetings: 1. Preconstruction conference. 2. Progress meetings. B. Reports: 1. Comply with GENERAL CONDITIONS 2. Weekly Progress Reports C. Related Work Specified Elsewhere: 1. For Schedules: SECTION 01321. 1.02 PROJECT MEETINGS: A. Preconstruction Conference: 1. Engineer will conduct a meeting within 60 days after the Effective Date of the Agreement, to review items stated in the following agenda and to establish a working understanding between the parties as to their relationships during performance of the Work. 2. Preconstruction conference shall be attended by: a. Contractor and his superintendent. b. Engineer and Resident Project Representative if any. c. Representative(s) of Owner. d. At Engineer’s option, representatives of principal Subcontractors and Suppliers. 3. Meeting Agenda: a. Construction schedules. b. Critical Work sequencing. c. Designation of responsible personnel. d. Project coordination. e. Procedures and Processing of: (1) Field decisions. (2) Substitutions. (3) Submittals. (4) Change Orders. (5) Applications for Payment. (6) Proposal Requests. (7) Contract Closeout. (8) Requests for Interpretation. (9) Field Orders. (10) Work Change Directives. f. Procedures for testing. g. Procedures for maintaining record documents. h. Use of Premises: (1) Office, work, and storage areas. (2) Owner’s requirements. i. Construction facilities, controls, and construction aids. j. Temporary utilities. k. Safety and first-aid. l. Security. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01320 – PROJECT MEETINGS, SCHEDULES, AND REPORTS (continued) 01320-Project Meetings, Schedules, and Reports 01320-2 July 2026 m. Requirements for start-up of equipment. n. Inspection and acceptance of equipment put into service during construction period. o. Distribution of Contract Documents 4. Location of Meeting: At or near the Project Site. 5. Reporting: a. Within 7 working days after the meeting, Engineer will prepare and distribute minutes of the meeting to Owner and Contractor. b. Contractor shall provide copies to Subcontractors and major Suppliers. B. Progress Meetings: 1. Engineer shall schedule and conduct monthly meetings, or at other intervals as requested by Owner. Representatives of the Engineer, Resident Project Representative, and Contractor shall be present at each meeting. With Engineer’s concurrence, Contractor may request attendance by representatives of Subcontractors, Suppliers, or other entities concerned with current program or involved with planning, coordination, or performance of future activities. All participants in the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work. a. Contractor and each Subcontractor represented shall be prepared to discuss the current construction progress report and any anticipated future changes to the schedule. 2. Location of Meetings: At or near Project Site. 3. Reporting: a. Within 7 working days after each meeting, Engineer shall prepare and distribute minutes of the meeting to Owner and Contractor. b. Contractor shall distribute copies to principle Subcontractors and Suppliers. 1.03 REPORTS A. Weekly Reports 1. Contractor shall provide weekly updates to City staff throughout the duration of the project following the Notice to Proceed. Each update shall include all reports, photographs, schedules, and any other documentation as may be requested or specified by the City. The Contractor shall submit such updates in the format and manner directed by the City and within the deadlines established by City staff. PART 2 - PRODUCTS – Not Applicable. PART 3 - EXECUTION – Not Applicable. END OF SECTION 01320 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01321 –SCHEDULE 01321-Schedule 01321-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY A. This Section includes procedural requirements for preparation, submittal, and updating of Contractor's construction progress schedules. B. Related Work: 1. Documents affecting work of this Section include, but are not limited to: General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 01290 – Payment Procedures. 3. Section 01320 – Project Meetings, Schedules, and Reports. 1.02 FORMAT A. Prepare Schedules as either a Gantt chart with separate bar for each major portion of Work or operation, identifying first work day of each week, or a Critical Path Method (CPM) progress schedule. B. Sequence of Listings: The chronological order of the start of each item of Work. C. Scale and Spacing: To provide space for notations and revisions. D. Sheet Size: Minimum multiples of 8-1/2 x 11 inches. 1.03 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. The schedule shall clearly indicate the sequence of construction for the various items that involve either existing and/or potentially relocated utilities. This schedule shall have the least negative impact on the adjacent property owners and provide an orderly sequence that will produce the least disruptive action for utilities and their customers. B. Identify work of separate stages and other logically grouped activities. C. Provide sub-schedules to define critical portions of the entire Schedule. D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the cut-off date for each monthly pay estimate. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01321 –SCHEDULE (continued) 01321-Schedule 01321-2 July 2026 1.04 SUBMITTALS A. Submit a finalized construction progress schedule within fifteen (15) days after date of Notice of Award or at least seven (7) days prior to the pre-construction conference, whichever occurs first. After review, resubmit required revised data within ten (10) days. B. Submit monthly revisions with each pay estimate in the number of opaque reproductions that Engineer requires, plus two copies, which will be retained by Engineer. 1.05 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect. 1.06 DISTRIBUTION A. Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules. PART 2 - PRODUCTS: NOT APPLICABLE PART 3 - EXECUTION: NOT APPLICABLE END OF SECTION 01321 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01420 – DEFINITIONS AND STANDARDS 01420-Definitions and Standards 01420-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY: A. Definitions: 1. Basic contract definitions used in the Contract Documents are defined in the GENERAL CONDITIONS. Definitions and explanations are not necessarily either complete or exclusive, but are general for the Work. 2. General Requirements are the provisions or requirements of DIVISION 1 Sections, and which apply to the entire Work of the Contract. B. Related Information Specified Elsewhere: Specification standards and associations applicable to the Work are specified in each Section. 1.02 SPECIFICATION FORMAT AND CONTENT EXPLANATIONS: A. Specification Format: The Specifications are organized into two (2) major divisions of CONTRACT DOCUMENTS and TECHNICAL SPECIFICATIONS. B. Specification Content: 1. These Specifications apply certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: a. Imperative and Streamlined Language: These Specifications are written in imperative and abbreviated form. This imperative language of the technical Sections is directed at the Contractor, unless specifically noted otherwise. Incomplete sentences shall be completed by inserting “shall,” “the Contractor shall,” and “shall be,” and similar mandatory phrases by inference in the same manner as they are applied to notes on the Drawings. The words “shall be” shall be supplied by inference where a colon (:) is used within sentences or phrases. Except as worded to the contrary, fulfill (perform) all indicated requirements whether stated imperatively or otherwise. b. Specifying Methods: The techniques or methods of specifying requirements varies throughout text, and may include “prescriptive,” “compliance with standards,” “performance,” “proprietary,” or a combination of these. The method used for specifying one unit of Work has no bearing on requirements for another unit of Work. c. Overlapping and Conflicting Requirements: Where compliance with two or more industry standards or sets of requirements is specified, and overlapping of those different standards or requirements establishes different or conflicting minimums or levels of quality, notify Engineer for a decision as specified in GENERAL CONDITIONS. d. Abbreviations: Throughout the Contract Documents are abbreviations implying words and meanings which shall be appropriately interpreted. Specific abbreviations have been established, principally for lengthy technical terminology and in conjunction with coordination of Specification requirements with notations on Drawings and in schedules. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01420 – DEFINITIONS AND STANDARDS (continued) 01420-Deifinitions and Standards 01420-2 July 2026 These are normally defined at first instance of use. Organizational and association names and titles of general standards are also abbreviated. C. Assignment of Specialists: In certain instances, Specification text requires that specific Work be assigned to specialists in the operations to be performed. These specialists shall be engaged for performance of those units of Work, and assignments are requirements over which Contractor has no choice or option. These assignments shall not be confused with, and are not intended to interfere with, enforcement of building codes and similar regulations governing the Work, local trade and union jurisdictions, and similar conventions. Nevertheless, final responsibility for fulfillment of Contract requirements remains with Contractor. D. Trades: Except as otherwise specified or indicated, the use of titles such as “carpentry” in Specification text, implies neither that the Work must be performed by an accredited or unionized tradesperson of corresponding generic name (such as “carpenter”), nor that specified requirements apply exclusively to work by tradespersons of that corresponding generic name. 1.03 DRAWING SYMBOLS: A. Except as otherwise indicated, graphic symbols used on Drawings are those symbols recognized in the construction industry for purposes indicated. Refer instances of uncertainty to Engineer for clarification. 1.04 INDUSTRY STANDARDS: A. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents. Such standards are made a part of the Contract Documents by reference and are stated in each Section. 1. Referenced standards, referenced directly in Contract Documents or by governing regulations, have precedence over nonreferenced standards which are recognized in industry for applicability to the Work. 2. Where compliance with an industry standard is required, standard in effect shall be as stated in GENERAL CONDITIONS. 3. Where an applicable code or standard has been revised and reissued after the date of the Contract Documents and before performance of Work affected, the Engineer will decide whether to issue a Change Order to proceed with the updated standard. 4. In every instance the quantity or quality level shown or specified shall be the minimum to be provided or performed. The actual installation may comply exactly, within specified tolerances, with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements. Refer instances of uncertainty to the Engineer for a decision before proceeding. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01420 – DEFINITIONS AND STANDARDS (continued) 01420-Deifinitions and Standards 01420-3 July 2026 5. Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity’s construction activity. Copies of applicable standards are not bound with the Contract Documents. a. Where copies of standards are needed for performance of a required construction activity, Contractor shall obtain copies directly from the publication source. B. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. PART 2 - PRODUCTS – Not Applicable. PART 3 - EXECUTION – Not Applicable. END OF SECTION 01420 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01420 – DEFINITIONS AND STANDARDS (continued) 01420-Definitions and Standards 01420-4 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01530 – TEMPORARY BARRIERS AND CONTROLS 1530-Temporary Barriers and Controls 01530-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY: A. This Section includes General Requirements for: 1. Safety and protection of Work 2. Safety and protection of existing property 3. Barriers 4. Security 5. Environmental controls 6. Access roads and parking areas 7. Traffic control and use of roadways 8. Railroad service B. Related Work Specified Elsewhere: 1. Temporary Utilities and Facilities: SECTION 01560 PART 2 - PRODUCTS – Not Applicable. PART 3 - EXECUTION 3.01 ARKANSAS ONE CALL: A. The Contractor will be responsible for contacting Arkansas One Call in order to determine the location of all utilities in all work areas relating to any excavation performed by the contractor. The City of Fayetteville shall be responsible for contacting Arkansas One Call in order to determine the location of all utilities in all work areas relating to any Excavation performed by the City of Fayetteville crews. 3.02 SAFETY AND PROTECTION OF WORK AND PROPERTY: A. General: 1. Provide for the safety and protection of the Work as set forth in GENERAL CONDITIONS. Provide protection at all times against rain, wind, storms, frost, freezing, condensation, or heat so as to maintain all Work and Equipment and Materials free from injury or damage. At the end of each day, all new Work likely to be damaged shall be appropriately protected. 2. Notify Engineer immediately at any time operations are stopped due to conditions which make it impossible to continue operations safely or to obtain proper results. 3. Construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavations, floors, pits, trenches, manholes, and ducts free of water. B. Property Other than Owner’s: 1. Provide for the safety and protection of property as set forth in the GENERAL CONDITIONS. Report immediately to the owners thereof and promptly repair damage to existing facilities resulting from construction operations. 2. Names and telephone numbers of representatives of agencies and utilities having jurisdiction over streets and utilities in the Work area can be obtained Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01530 – TEMPORARY BARRIERS AND CONTROLS (continued) 01530-Temporary Barriers and Controls 01530-2 July 2026 from Engineer for the agencies listed below. Concerned agencies or utilities shall be contacted a minimum of 24 hours prior to performing Work, closing streets and other traffic areas, or excavating near underground utilities or pole lines. a. Water b. Pipeline companies c. Telephone d. Electric e. Fire f. Police 3. Operation of valves or other appurtenances on existing utilities, when required, shall be by or under the direct supervision of the owning utility. 4. Where fences are to be breached on private property, the owners thereof shall be contacted and arrangements made to ensure proper protection of any livestock or other property thus exposed. 5. The applicable requirements specified for protection of the Work shall also apply to the protection of existing property of others. 6. Before acceptance of the Work by Owner, restore all property affected by Contractor’s operations to the original or better condition. 7. The Contractor shall take precautions and use care to avoid damaging, disturbing, or disrupting existing private facilities on private or public property, i.e., fences, sprinkler facilities, shrubs, landscaping, etc. The Contractor shall restore, to the City of Fayetteville’s satisfaction, any property damaged by the Contractor, at the Contractor’s expense. 3.03 SIGNAGE AND BARRIERS: A. General: 1. Furnish, install, and maintain suitable barriers as required to prevent public entry, protect the public, and to protect the Work, existing facilities, trees, and plants from construction operations. Remove when no longer needed or at completion of Work. 2. Materials may be new or used, suitable for the intended purpose, but shall not violate requirements of applicable codes and standards or regulatory agencies. 3. Barriers shall be of a neat and reasonable uniform appearance, structurally adequate for the required purposes. 4. Maintain barriers in good repair and clean condition for adequate visibility. Relocate barriers as required by progress of Work. 5. Repair damage caused by installation and restore area to original or better condition. Clean the area. 6. The Contractor is responsible for all signing and barricading and will comply with those portions of the “Arkansas Manual on Uniform Traffic Control Devices for Streets and Highways” which pertain to construction. B. Tree and Plant Protection: 1. Preserve and protect existing trees and plants at the Site which are designated to remain and those adjacent to the Site. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01530 – TEMPORARY BARRIERS AND CONTROLS (continued) 01530-Temporary Barriers and Controls 01530-3 July 2026 2. Provide temporary barriers around each, or around each group of trees and plants. Unless indicated or specified otherwise, construct to a height of 6 feet around trees, and to a height to adequately protect plants. 3. Consult with Engineer and remove agreed-on roots and branches which will interfere with construction. Employ qualified tree surgeon to remove and to treat cuts. 4. Protect root zones of trees and plants as follows: a. Do not allow vehicular traffic or parking. b. Do not store materials or products. c. Prevent dumping of refuse or chemically injurious materials or liquids. d. Prevent puddling or continuous running water. 5. Carefully supervise excavating, grading and filling, and subsequent construction operations to prevent damage. 6. Remove and replace, or suitably repair, trees and plants which are damaged or destroyed due to construction operations, and which were designated to remain. 3.04 ENVIRONMENTAL CONTROLS: A. Noise Control: City of Fayetteville Ordinances and OSHA requirements shall be adhered to for this contract. B. Dust Control: 1. Provide positive methods and apply dust control materials to minimize raising dust from construction operations; and to prevent airborne dust from dispersing into the atmosphere. 2. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed basis until painting is finished. 3. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly-coated surfaces. C. Water and Erosion Control: 1. Provide methods to control surface water to prevent damage to the Project, the Site, or adjoining properties. 2. Plan and execute construction and earthwork by methods to control surface drainage from cuts and fills, and from borrow and waste disposal areas, to prevent erosion and sedimentation. a. Hold the areas of bare soil exposed at one time to a minimum. b. Provide temporary control measures such as berms, dikes, and drains. 3. Control fill, grading, and ditching to direct surface drainage away from excavations, pits, tunnels, and other construction areas; and to direct drainage to proper runoff. 4. Provide, operate, and maintain hydraulic equipment of adequate capacity to control surface and groundwater. 5. Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of the Site or to adjoining areas. 6. Provide temporary drainage where the roofing or similar waterproof deck construction is completed prior to the connection and operation of the permanent drainage piping system. 7. Comply with all other requirements indicated or specified. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01530 – TEMPORARY BARRIERS AND CONTROLS (continued) 01530-Temporary Barriers and Controls 01530-4 July 2026 D. Debris Control and Clean-Up: 1. Keep the premises free at all times from accumulations of debris, waste materials, and rubbish caused by construction operations and employees. Responsibilities shall include: a. Adequate trash receptacles about the Site, emptied promptly when filled. b. Periodic cleanup to avoid hazards or interference with operations at the Site and to maintain the Site in a reasonably neat condition. c. The keeping of construction materials such as forms and scaffolding neatly stacked. d. Immediate cleanup to protect the Work by removing splattered concrete, asphalt, oil, paint, corrosive liquids, and cleaning solutions from walls, floors, and metal surfaces before surfaces are marred. 2. Prohibit overloading of trucks to prevent spillages on access and haul routes. Provide periodic inspection of traffic areas to enforce requirements. 3. Final cleanup is specified in SECTION 01780 - CONTRACT CLOSEOUT. E. Pollution Control: 1. Provide methods, means, and facilities required to prevent contamination of soil, water, or atmosphere by the discharge of hazardous or toxic substances from construction operations. 2. Provide equipment and personnel, perform emergency measures required to contain any spillages, and remove contaminated soils or liquids. Excavate and dispose of any contaminated earth off-Site in approved locations, and replace with suitable compacted fill and topsoil. 3. Take special measures to prevent harmful substances from entering public waters, sanitary, or storm sewers. 4. Adhere to the Spill Prevention Control and Countermeasures Plan (SPCCP) requirements as stated in 40 CFR Part 112. 3.05 ACCESS ROADS AND PARKING AREAS: A. New Temporary On-Site Roads and Parking Areas: 1. Locate roads, drives, walks, and parking facilities to provide access to construction offices, mobilization, Work, storage areas, and other areas required for execution of the Contract. a. Consult with Engineer regarding any desired deviation therefrom. b. Size of parking facilities shall be adequate to provide for needs of Contractor’s personnel, Resident Project Representatives, and visits to Site by Engineer and Owner. 2. Provide access for emergency vehicles. Maintain driveways a minimum of 15 feet wide between and around combustible materials in storage and mobilization areas. 3. Maintain traffic areas free of excavated materials, construction equipment, snow, ice, and debris. 4. Construct temporary bridges and culverts to span low areas and allow unimpeded drainage. 5. Keep fire hydrants and water control valves free from obstruction and accessible for use. 6. Construction: a. Clear areas required. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01530 – TEMPORARY BARRIERS AND CONTROLS (continued) 01530-Temporary Barriers and Controls 01530-5 July 2026 b. Fill, compact, and grade areas as necessary to provide suitable support for vehicular traffic under anticipated loadings. Materials and construction shall be as indicated or specified. c. Provide for surface drainage of facilities and surrounding areas. d. Maintain roads, walks, and parking areas in a sound, clean condition. Repair or replace portions damaged during progress of Work. 7. Removal: a. Completely remove temporary materials and construction when construction needs can be met by use of permanent installation, unless construction is to be integrated into permanent construction. Remove and dispose of compacted materials to depths required by various conditions to be met in completed Work. b. Restore areas to original, better, or specified condition at completion of Work. 3.06 TRAFFIC CONTROL AND USE OF ROADWAYS: A. Traffic Control: 1. The Contractor shall plan and execute the work so that interference with the flow of traffic and the passage of pedestrians will be the minimum possible. 2. The CONTRACTOR shall arrange crews in a way to have continuous work from the time a particular project has begun until it is complete. The Contractor shall schedule crews in a way to have continuous work from the time a work order has been initiated until it is complete. The Contractor shall not demobilize until all work from the work order is complete. 3. It shall be the responsibility of the CONTRACTOR to inform the City of Fayetteville regarding dates and locations of work activities that may impact the flow of traffic. 4. The Contractor shall be responsible for making provisions for the safe and free passage of persons and vehicles by, over, or around the work until the project is completed. Such provisions shall be satisfactory with the Owner and State, County and local authority having jurisdiction in the area of work. 5. Provide, operate, and maintain equipment, services, and personnel, with traffic control and protective devices, as required to expedite vehicular traffic flow on haul routes, at Site entrances, on-Site access roads, and parking areas. This includes traffic signals and signs, flagmen, flares, lights, barricades, and other devices or personnel as necessary to adequately protect the public. 6. Remove temporary equipment and facilities when no longer required. Restore grounds to original, better, or specified condition when no longer required. 7. When required by the State, County or local authority that traffic be maintained over any construction work in a public or private highway, street, road, or other vehicle traffic path, and such traffic cannot be maintained on the alignment of the original roadbed or pavement, the Contractor shall, at his own expense, provide and/or construct and maintain a detour around the work. Such detours shall be satisfactory to the Owner and to State, County, or local authority. The Contractor shall provide and maintain all barricades, signs, torches, lights and markers around the work as may be required by the Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01530 – TEMPORARY BARRIERS AND CONTROLS (continued) 01530-Temporary Barriers and Controls 01530-6 July 2026 various agencies having jurisdiction in the work area. The Contractor shall also provide qualified flagmen to direct traffic while working upon a highway, street or road over which traffic must pass. 8. Excavated areas within the traffic lanes of highways, streets or roads and pedestrian walkways shall be backfilled as soon as possible and the area opened to traffic. 9. Bridge over open trenches where necessary to maintain traffic. 10. Consult with governing authorities to establish public thoroughfares which will be used as haul routes and Site access. All operations shall meet the approval of owners or agencies having jurisdiction. 11. The Contractor shall obtain permission from the applicable State, County or local authority(ies) before closing or obstructing any public highway, street or road. This shall include, but not necessarily be limited to, coordination with Fire Departments, 911 services, and other emergency services. 12. The Contractor shall make the same provisions as described above for the passage of vehicular and pedestrian traffic between private property and public highways, streets and roads or other provisions that are satisfactory to the Owner and the property owners involved. B. Maintenance of Roadways: 1. Repair roads, walkways, and other traffic areas damaged by operations. Keep traffic areas as free as possible of excavated materials and maintain in a manner to eliminate dust, mud, and hazardous conditions. 2. All operations and repairs shall meet the approval of owners or agencies having jurisdiction. END OF SECTION 01530 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES 01560-Temporary Utilities and Facilities 01560-1 July 2026 PART 1 - GENERAL 1.01 SUMMARY: A. This Section includes requirements of a temporary nature not normally incorporated into final Work. It includes the following: 1. Utility services. 2. Construction and support facilities. 3. Construction aids. 4. Safety and health. 5. Fire protection. B. Related Work Specified Elsewhere: 1. Temporary Barriers and Controls: SECTION 01530. 1.02 REFERENCES: A. American National Standards Association (ANSI): 1. A10 Series – Safety Requirements for Construction and Demolition. B. National Electrical Contractors Association (NECA): 1. Electrical Design Library – Temporary Electrical Facilities. C. National Fire Protection Association (NFPA): 1. 10 – Portable Fire Extinguishers. 2. 70 – National Electrical Code. 3. 241 – Safeguarding Construction, Alterations, and Demolition Operations. D. National Electrical Manufacturers Association (NEMA). E. Underwriters Laboratories (UL). 1.03 SUBMITTALS: A. Temporary Utilities: Submit reports of tests, inspections, meter readings, and similar procedures performed on temporary utilities. B. Implementation and Termination Schedule: Submit a schedule indicating implementation and termination of each temporary utility within 15 days of the date established for commencement of the Work. 1.04 QUALITY ASSURANCE: A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction, including but not limited to: 1. Building Code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police, Fire Department, and rescue squad rules. 5. Environmental protection regulations. B. Standards: 1. Comply with NFPA 10 and 241, and ANSI A10 Series standards “Temporary Electrical Facilities.” Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-2 July 2026 2. Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70. C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1.05 PROJECT CONDITIONS: A. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of each temporary utility. At the earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of the permanent service. B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous, unsanitary conditions, or public nuisances to develop or persist on the Site. PART 2 - PRODUCTS 2.01 MATERIALS AND EQUIPMENT: A. Provide new materials and equipment. Provide materials and equipment suitable for the use intended, of capacity for required usage, and meeting applicable codes and standards. Comply with requirements of the TECHNICAL SPECIFICATIONS. B. Water: Provide potable water approved by local health authorities. C. Water Hoses: Provide 3/4-inch (19-mm), heavy-duty, abrasion-resistant, flexible rubber hoses 100 feet (30 m) long, with pressure rating greater than the maximum pressure of the water distribution system. Provide adjustable shutoff nozzles at hose discharge. D. Electrical Outlets: Provide properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120V plugs into higher voltage outlets. Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button, and pilot light for connection of power tools and equipment. E. Electrical Power Cords: Provide grounded extension cords. Use hard-service cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio. F. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered-glass enclosures where exposed to breakage. Provide exterior fixtures where exposed to moisture. G. Heating Units: Provide temporary heating units that have been tested and labeled by UL, FM, or another recognized trade association related to the type of fuel being consumed. H. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-3 July 2026 hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for the exposures. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. PART 3 - EXECUTION 3.01 TEMPORARY UTILITIES: A. General: 1. Engage the appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. 2. Provide adequate utility capacity at each stage of construction. Prior to availability of temporary utilities at the site, provide trucked-in services as required for start-up of construction operations. 3. Obtain and pay for temporary easements required to bring temporary utilities to the Project Site, where the Owner’s permanent easement cannot be used for that purpose. 4. Furnish, install, and maintain temporary utilities required for adequate construction, safety, and security. Modify, relocate, and extend systems as Work progresses. Repair damage caused by installation or use of temporary facilities. Grade the areas of Site affected by temporary installations to required elevations and grades, and clean the area. Remove on completion of Work or until service or facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 5. The types of temporary construction utilities and facilities required include, but not by way of limitation, water distribution, drainage, dewatering equipment, enclosure of Work, heat, ventilation, electrical power distribution, lighting, hoisting facilities, stairs, ladders, and roads. 6. Inspect and test each service before placing temporary utilities in use. Arrange for required inspections and tests by governing authorities, and obtain required certifications and permits for use. 7. Materials used for temporary service shall not be used in the permanent system unless so specified or acceptable to Engineer. 3.02 TEMPORARY ELECTRICITY AND LIGHTING: A. New Service: 1. Arrange with utility company and provide service required for power and lighting. 2. Connect temporary service in a manner directed by utility company officials. Provide separate meter for metering of power used by all entities authorized to be at or perform Work at the Project Site. 3. The electric service shall be of sufficient capacity and characteristics for the various construction tools, machinery, lights, heating and air conditioning, pumps, and other tools required by Contractor and his Subcontractors. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-4 July 2026 4. Provide weatherproof, grounded, power distribution system sufficient to accommodate construction operations requiring power, use of power tools, electrical heating, and lighting. Provide overload protection. Locate multiple outlets spaced so that entire area of construction can be reached by power tools on a single extension cord of 100-foot maximum length. Supply power for electric welding, if any, from either temporary power distribution system or by engine-driven, power-generator sets at Contractor’s option. 5. Provide all necessary temporary wiring, panelboards, switches, outlets, and other devices so that power and lighting is available throughout the construction area. Include meters, transformers, overload protection disconnects, automatic ground fault interrupters, and main distribution switch gear. Include overcurrent protection on all conductors of the temporary system. 6. Provide adequate artificial lighting for all areas of Work when natural light is not adequate for Work. a. Sufficient light shall be provided for general construction areas and floor areas, with additional sufficient lighting for specific tasks and to meet safety requirements. B. Use of Existing System: 1. Owner’s existing system shall not be used for temporary electricity. C. Use of Permanent System: 1. Prior to use of permanent system (facilities being constructed by Contractor) for construction purposes, obtain written permission of Owner. 2. Maintain permanent system as specified for temporary facilities. D. Costs of Installation and Operation: 1. Pay fees and charges for permits and applications. 2. Pay costs of installation, maintenance, removal of temporary services, and restoration of any permanent facilities used. 3. Pay costs of electrical power used. 4. Obtain and pay costs for temporary easements required across properties other than that of Owner. 3.03 TEMPORARY WATER: A. New Service: 1. Arrange with utility service company to provide water for construction purposes. 2. Connect service to water main in a manner directed by utility company officials. Provide with meter and shut off valve near connection to the water main. 3. Size water service to provide adequate volume for all anticipated construction uses, and to maintain minimum required pressure. 4. Install piping with outlets located so that water is available throughout the construction area. 5. Prevent freezing of water distribution system. Maintain hose connections and outlet valves in leakproof condition. 6. Sterilize temporary water piping prior to use. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-5 July 2026 B. Use of Existing System: 1. Owner’s existing system may be used for temporary water. 2. Make connections to existing facilities to provide water for construction purposes. a. Water Source: Make connections to Owner’s service located at point indicated or where instructed by Owner. 3. Modify, supplement, and extend system as necessary to meet temporary water requirements and prevent overloading of existing system. 4. Regulate system to prevent interference with Owner’s usage. C. Use of Permanent System: 1. Prior to use of permanent system for construction purposes, obtain written permission of Owner. 2. Prior to Use of System for Drinking Water: a. Disinfect piping. b. Obtain inspection and approval of governing authority. D. Costs of Installation and Operation: 1. Pay all costs for installation, maintenance, and removal. 2. Pay all costs for water used. 3.04 TEMPORARY SANITARY FACILITIES: A. Contractor-Furnished Facilities: 1. Furnish, install, and maintain temporary sanitary facilities for use through construction period. Remove on completion of Work. 2. Provide for all construction workers under this Contract and representatives at the Site. 3. Toilet facilities shall be of the chemical, aerated recirculation, or combustion type, properly vented, and fully enclosed with a glass- fiber-reinforced polyester shell or similar nonabsorbent material. 4. Water and sewer connected facilities may be installed to extent permitted by governing regulations. a. Provide lavatories, mirrors, urinals (where applicable), and water closets in water and sewer connected units. Provide only potable water at lavatories. Provide individual compartments for water closets where the unit is intended for occupancy by more than one person. Provide suitable enclosure with nonabsorbent sanitary finish materials and adequate heat, ventilation and lighting. b. Provide separate toilet facilities for male and female construction personnel as required. 5. Wash Facilities: Install potable water-supplied wash facilities at locations convenient to construction personnel involved in the handling of compounds and materials where wash-up is necessary to maintain a safe, healthy and sanitary condition. Where recommended or required by governing authorities and regulations or recognized standards provide emergency safety showers, emergency eye-wash fountains, showers, and similar facilities. Dispose of drainage properly. Supply soap and other cleaning compounds appropriate for each condition. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-6 July 2026 6. Drinking Water Fixtures: Provide containerized tap-dispenser type drinking water units. Provide drinking water fountains if piped potable water is reasonably accessible from permanent or temporary lines. 7. Supply and maintain toilet tissue, paper towels, paper cups and similar disposable materials as appropriate for each facility. Provide appropriate covered waste containers for used material. B. Use of Existing Facilities: 1. Not applicable. 3.05 SEWERS AND DRAINAGE: A. General: Where sewers or drainage facilities are not available for discharge of effluent, provide containers to remove and dispose of effluent off the Site in a lawful manner. If existing sewers are available for temporary drainage near the Site prior to completion of permanent sewers, provide temporary connections to remove effluent that can be lawfully discharged into the sewers. If existing sewers cannot be used for discharge, provide drainage ditches, dry wells, waste stabilization ponds, and similar discharge facilities to remove effluent that can be lawfully discharged in that manner. B. Connect temporary sewers to the municipal sewer systems in the manner directed by the sewer department officials. C. Maintain temporary sewers and drainage facilities in a clean, sanitary condition. Following heavy usage, restore to normal conditions promptly. Provide and maintain temporary earthen embankments and similar barriers in and around construction excavations and subgrade construction, sufficient to prevent flooding by runoff of storm water from heavy rain storms. 3.06 TEMPORARY CONSTRUCTION AIDS: A. General: 1. Provide construction aids and equipment required by personnel and to facilitate the execution of the Work; scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, and other such facilities and equipment. 2. Materials may be new or used, must be suitable for the intended purpose, and meet the requirements of applicable codes, regulations, and standards. 3. When permanent stair framing is in place, provide temporary treads, platforms, and railings for use by construction personnel. 3.07 TEMPORARY SAFETY AND HEALTH: A. General: Contractor shall be responsible for development of safety and health programs for personnel at Project Site as specified in the GENERAL CONDITIONS. 3.08 TEMPORARY FIRE PROTECTION: A. General: 1. Contractor shall be responsible for development of a fire prevention and protection program for all Work under this Contract. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-7 July 2026 2. The program shall comply with the applicable provisions for safety and protection as set forth in the GENERAL CONDITIONS and with applicable parts of the NFPA 10 and 241. 3. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near such usable stairwell. 4. Store combustible materials in containers in fire-safe locations. 5. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. 6. Provide supervision of welding operations and similar sources of fire ignition. 7. Post warning and instructions at each extinguisher location, and instruct construction personnel on proper use of extinguishers and other available facilities at Project Site. Post local fire department telephone number on or near each telephone instrument at Project Site. B. Permanent Fire Protection: 1. Complete each fire protection facility at earliest reasonable date, place into operation, and make ready for emergency use. 2. Instruct personnel at Site on availability and proper use. 3.09 INSTALLATION AND REMOVAL: A. Relocation: Relocate construction aids as required by progress of construction, storage limitations, or Work requirements and to accommodate requirements of Owner and other contractors at the Site. B. Removal: Remove temporary materials, equipment, and services when construction needs can be met and allowed by use of permanent construction, or at completion of the Project. C. Repair: Clean and repair damage caused by installation or by use of temporary facilities. 1. Remove foundations and underground installations for construction aids. 2. Grade the areas of the Site affected by temporary installations to required elevations and clean the area. END OF SECTION 01560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01560 – TEMPORARY UTILITIES AND FACILITIES (continued) 01560-Temporary Utilities and Facilities 01560-8 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 02004 – CONFINED SPACES 02004-Confined Spaces 02004-1 July 2026 PART 1 - GENERAL 1.01 GENERAL A. Comply with OSHA (Occupational Safety and Health Administration) Standards 29 CFR 1910 Occupational Safety and Health Standards including Subpart J, General Environmental Controls Excavations, Standard 1910, including but not limited to 29 CFR 1910.146, Permit-required Confined Spaces of the Code of Federal Regulations and as follows. B. The Contractor is responsible for ensuring that safe working conditions exist and safety procedures are being followed at the work site. The Contractor is responsible to comply with all Federal, State and City laws, rules or regulations stated or not stated within these specifications. The Contractor is responsible to notify OSHA of the commencement of all water or sewer construction. C. The Contractor is responsible to notify the Utilities Director, and the Engineer, when personnel are to work in, or near, a Permit-Required Confined Space and contractor shall coordinate such work with the Utilities Director, and the Engineer. D. Contractor shall inform the Utilities Director, and the Engineer, of type of Permit-Required Confined Space documentation, permit and program used by the contractor. E. Contractor shall inform the Utilities Director, and the Engineer, of any hazards confronted or created in a Permit-Required Confined Space. F. The Contractor is responsible to notify the Utilities Director, and the Engineer, when personnel are to work in, or near, a Non-Permit-Required Confined Space and contractor shall coordinate such work with the Utilities Director, and the Engineer. G. Contractor shall inform the Utilities Director, and the Engineer, of type of Non-Permit-Required Confined Space documentation and program used by the contractor. H. Contractor shall inform the Utilities Director, and the Engineer, of any hazards confronted or created in a Non-Permit-Required Confined Space. END OF SECTION 02004 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 02004 – CONFINED SPACES (continued) 02004 Confined Spaces 02004-2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 02005 – PUBLIC EMPLOYEES RIGHT TO KNOW ACT 02005-Public Employees Right to Know Act 02005-1 July 2026 PART 1 - GENERAL 1.01 WORK INCLUDED A. Comply with OSHA (Occupational Safety and Health Administration) Standards 29 CFR 1910 Occupational Safety and Health Standards including Subpart H, Hazardous Materials, Standard 1910.120, of the Code of Federal Regulations and as follows. B. Comply with State of Arkansas Act 556 of 1991, Arkansas Code Ann. Sec 8-7-1101 et. Seq.: Public Employees Chemical Right to Know Act, and as follows. C. The Contractor is responsible for ensuring that safe working conditions exist and safety procedures are being followed at the work site. The Contractor is responsible to comply with all Federal, State and City laws, rules or regulations stated or not stated within these specifications. D. The Contractor shall provide to the Utilities Director, and the Engineer, a list of all hazardous chemicals and a copy of the appropriate Safety Date Sheets (SDS) (previously aka Material Safety Data Sheets) brought onto the property. This information is required prior to any work being started. E. The City will provide to the contractor a list of hazardous chemicals at any City facility where work is being performed. The locations and SDS information will be provided prior to any work starting. The contractor is responsible for disseminating this information to its employees. END OF SECTION 02005 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 02005 – PUBLIC EMPLOYEES RIGHT TO KNOW ACT (continued) 02005-Public Employees Right to Know Act 02005-2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 TECHNICAL SPECIFICATIONS Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 01010-Special Conditions 01010-1 July 2026 SECTION 01010 – SPECIAL CONDITIONS PART 1 GENERAL 1.01 COST OF WATER A. The cost of any water required for construction, cleaning, testing, or disinfection shall be the responsibility of the Contractor charged at the rate of $3.47 per 1,000-gallons plus a meter charge of $49.47 per month. Rates are subject to change; the Contractor shall contact the City of Fayetteville Meter Department for more information. Water for one (1) complete fill of the Tank for testing and disinfection will be provided by the Owner at no cost to the Contractor. 1.02 NOTICE TO PROCEED A. A Notice to Proceed is tentatively scheduled for February 15, 2027. The Steel Ground Water Storage Tank may not be taken out of service until February 22, 2027. 1.03 WARRANTY A. The paint Manufacturer shall furnish an extended 15-year material warranty to the Owner for color and gloss retention for the exterior coating system in accordance with ASTM D2244, ASTM D523 at 60 degrees, and ASTM D4214. The Contractor shall coordinate with the paint Manufacturer to provide this warranty to the Owner, and shall also paint any necessary Q-panels and forward them to the paint Manufacturer to activate the warranty. PART 2 PRODUCTS (NOT USED) PART 2 EXECUTION (NOT USED) END OF SECTION 01010 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 01010-Special Conditions 01010-2 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 02515-Disinfection of Water Storage Tanks 02515-1 July 2026 SECTION 02515 – DISINFECTION OF WATER STORAGE TANKS PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required to disinfect and test potable water storage tanks, including all appurtenances. 1.02 REFERENCE STANDARDS A. American Water Works Association (AWWA), latest edition: 1. AWWA B300 Hypochlorites 2. AWWA B301 Liquid Chlorine 3. AWWA C651 Disinfecting Water Mains 4. AWWA C652 Disinfection of Water Storage Facilities 1.03 SUBMITTALS A. Submit the following in accordance with Section 01300 for Engineer’s review: 1. Intended method of disinfecting tank from AWWA C652. 2. Affidavit by manufacturer that disinfectant conforms to AWWA standards. 3. Submit copies of all bacteriological sample results. 1.04 DELIVERY, STORAGE AND HANDLING A. Store and protect disinfectant in accordance with manufacturer’s recommendations to protect against damage or contamination. Do not use unsuitable disinfectant. B. Follow all instruction labeling for safe handling and storage of disinfectant materials. PART 2 PRODUCTS 2.01 DISINFECTANT A. Liquid chlorine conforming to AWWA B301 containing 100% available chlorine. B. Sodium hypochlorite conforming to AWWA B300 containing 5% to 15% available chlorine by volume. C. Calcium hypochlorite conforming to AWWA B300 containing 65% to 70% available chlorine by weight. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 02515-Disinfection of Water Storage Tanks 02515-2 July 2026 SECTION 02515 – DISINFECTION OF WATER STORAGE TANKS (continued) PART 3 EXECUTION 3.01 DISINFECTION PROCEDURES FOR WATER STORAGE TANKS A. Thoroughly clean the interior of the water storage tank, removing all dirt, debris and loose material. B. Use Method 2 as defined under AWWA C652. C. Provide and use necessary safety equipment for workers in contact with disinfectants or the gases that they may produce. D. After disinfection, allow the tank to overflow until there is a free-chlorine residual of not less than 2 mg/l. Coordinate the filling and flushing of the water tank with the Water Utility. E. Legally dispose of disinfecting water and ensure no chlorine buildup or damage to the environment. 3.02 DISINFECTION PROCEDURES FOR ANCILLARY WATER PIPING A. Thoroughly flush all ancillary water piping connected to the water storage tank. Conduct pressure testing and testing of Pipelines prior to commencing disinfection procedures. B. Conduct disinfection of water piping in accordance with AWWA C651. 3.03 BACTERIOLOGICAL TESTING A. Collect samples of water from the disinfected tank as directed by the Engineer and submit them for analysis by a testing laboratory certified for water bacteriological analysis in the State where the project is located. B. A minimum of two (2) successive sets of samples shall be taken in 24-hour intervals. Both sets of samples shall indicate bacteriologically safe water before putting the tank into service. C. Provide copies of test results to the Engineer. D. Repeat disinfection procedures as necessary until all samples indicate that the water is safe and approved by the State regulatory agency. END OF SECTION 02515 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-1 July 2026 SECTION 09903 – POTABLE WATER TANK COATING PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required to prepare the surface and to coat the interior and the exterior of a 300,000-gallon welded steel ground water storage tank located in Goshen, Arkansas. B. The intent of the exterior surface preparation specification is to blast all surfaces in accordance with SSPC-SP6 Commercial Blast Cleaning. C. The intent of the interior surface preparation is to completely remove the existing coating by abrasive blasting to a near white metal finish in accordance with SSPC-SP10. D. The Contractor shall be responsible for all aspects of the project, including, but not limited to cleaning, sandblasting, power washing, collection and disposal of all blast and paint debris, repair, painting, disinfecting and testing of the tank. The Contractor shall be responsible for the tank from the time it is initially taken out of service until it is placed back into service and final acceptance is made. E. A containment curtain is not required however the Contractor is required to contain all debris and paint overspray to within the project site and protect the other facilities including the water pump station, standby generator, and propane tank from paint overspray. F. The Contractor shall be responsible for all costs associated with sampling, worker protection, environmental pollution control, handling of debris, laboratory analysis and waste disposal. Contractor is responsible for the removal and disposal of all blast and waste material in an approved landfill. 1.02 RELATED SECTIONS A. Section 01010 – Special Conditions B. Section 02515 – Disinfection of Water Storage Tanks C. Section 11268 – Reservoir Hydrodynamic Mixing System 1.03 RELATED WORK (TANK REPAIRS) A. All repairs shall be made in a manner to affect a permanent repair. Certified personnel shall perform welding. Welders must be certified by ASME requirements in all positions. Provide written documentation (in triplicate) to the Engineer pertaining to the welder(s) current certification status. B. Care shall be taken to avoid damage to seams, plates and pipe connectors that could result in leakage. The Contractor shall guarantee the water tank to be free of leakage upon completion of his work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-2 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) C. Any welding on the tank shall be in conformance with requirements of AWWA Standard for Welded Steel Tanks for Water Storage (AWWA D100). D. Install the following tank repairs and improvements: 1. Caulk interior roof lapped seams with Sika Flex-1A or approved equal (estimated at 1,000- linear feet). 2. Grind all sharp edges, weld splatters, and burrs flush. For example, grind burrs around the opening of the roof access hatch. 3. Fill sharp edges and pits less than 1/16-inch with TNEMEC Series 215 Surfacing Epoxy or approved equal. Weld pits deeper than 1/16-inch (estimated at 100-square inches). 4. Remove existing vent pipe and cover. Install new roof vent pipe with aluminum pressure pallet style vent with stainless steel insect screen and outer bird screen. 5. Install new stainless steel fall prevention safety cables and hardware on the exterior ladder. Provide the Owner with two (2) new complete sets of harnesses. Fall prevention system shall be Saf-T-Climb by Honeywell or Lad-Saf by 3M. 6. Install anchor point on the roof of the tank inside of the roof hatch. Provide the Owner with two (2) self-retracting lifelines with a minimum extension length of 45 feet. The anchor point shall be rated for a working load of 500 pounds. 7. Relocate and extend the existing exterior access ladder to the base of the tank and install fabricated steel climb prevention device at the base of the exterior ladder. 8. Install 42-inch-tall handrails around the perimeter of the top of the tank. An intermediate rail and 4-inch toeboard shall be provided. An opening for the ladder platform shall be provided and with an OSHA approved swing gate installed in the opening. 9. Remove the float, cable, guide rails, and tank level indicator. Grind all connection points flush to the tank. Plug and weld all openings. 10. Remove existing SCADA antennae, conduit, and electrical enclosure attached to the tank ladder rail. 11. Remove existing access hatches on the east and west sides of the tank and install new 30- inch diameter bolted flanged access hatch. A rubber gasket, stainless steel bolts, stainless steel washers, and brass nuts shall be provided. 12. Install three (3) new 12-inch roof vent pipes with aluminum pressure pallet style vents with stainless steel bug screens on the outer section of the roof as shown on the plans. The covers shall be attached with a minimum of eight (8) stainless steel bolts and a rubber gasket shall be provided for each hatch. 13. Install 24-inch diameter sump adjacent to the existing access hatches. The sumps shall be 8 inches deep. Provide the sections of the existing floor plate that are removed to the Engineer for inspection. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-3 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 14. Remove and replace two (2) 1-foot x 1-foot sections of floor plate, 90º and 270º from the access hatches. Provide the removed section of floor plates to the Engineer for inspection. 15. Remove all bolt heads from the interior roof plates and plug weld openings. Grind welds flush with surrounding plates. 16. Remove construction tabs from the top of the shell and grind attachment area flat. 17. Install a complete hydrodynamic tank mixing system connected to the existing tank inlet/outlet pipe. Refer to Section 11268, Reservoir Hydrodynamic Mixing System for additional details. The hydrodynamic tank mixing system has been pre-purchased by the Owner. 18. The exposed exterior concrete foundation shall be brush blasted and sealed with two coats of an elastomeric coating system. The interface between the steel tank flange and the concrete foundation shall be sealed with Dow Corning CWS caulk. 19. Replace bolts and hardware on the roof hatch with stainless steel bolts and hardware. 20. Clean and recoat the existing fire hydrant located to the north of the existing water storage tank. 1.04 SUBMITTALS A. Before beginning the work, the Contractor shall provide the Engineer with the following information: 1. Experience List – List a minimum of five (5) similar projects completed in an acceptable manner. List the name of tank Owner and Engineer. List the physical characteristics of the tank, site conditions, contact period, time of year work was completed, preparation requirements, coatings utilized to complete the project, and the dollar amount of the contract. 2. Name of the protective coating supplier and Manufacturer’s data for the paint system being used. Manufacturer’s descriptive data describing each product to include solids by volume, performance data, and Manufacturer’s recommendation for mixing, thinning, and curing 3. A listing of the specific products proposed for use including but not limited to abrasive materials, paint, solvents, thinners, etc. 4. Product data sheets for each of the proposed materials. 5. Manufacturer’s certified test reports confirming compliance with the specified materials performance requirements. 6. Samples of the color of specified coatings for Owner approval. Only Manufacturer’s color charts are acceptable 7. Name and certifications of all testing laboratories. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-4 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 1.05 REFERENCE STANDARDS A. Coating Manufacturer's printed instructions. B. American Society of Testing Materials (ASTM), latest edition. 1. ASTM B117 Standard Specification for Operating Salt Spray (FOG) Apparatus 2. ASTM D149 Standard Test Method for Dielectric Breakdown and Dielectric Strength of Solid Electrical Insulating Materials at Commercial Power Frequencies 3. ASTM D522 Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings 4. ASTM D523 Standard Test Method for Specular Glass 5. ASTM D2244 Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates 6. ASTM D3353 Standard Test Methods for Fibrous-Insulated Magnet Wire 7. ASTM D4060 Standard Test Method for Abrasion Resistance of Organic Coatings for the Taber Abraser 8. ASTM D4141 Standard Practice for Conducting Black Box and Solar Concentrating Exposures of Coatings 9. ASTM D4214 Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films 10. ASTM D4541 Standard Test Method of Pull-Off Strength of Coatings Using Portable Abrasion Testers 11. ASTM D4585 Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation C. American National Standards Institute/National Sanitation Foundation 1. ANSI/NSF Standard 61 Drinking Water System Components - Health Effects D. American Water Works Association (AWWA), latest edition. 1. AWWA C652 Disinfection of Water Storage Facilities 2. AWWA D100 Welded Carbon Steel Tanks for Water Storage 3. AWWA D102 Coating Steel Water Storage Tanks 4. AWWA M2 Manual of Water Supply Practices: Steel Water Storage Tanks Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-5 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) E. Code of Federal Regulations 1. 29 CFR 1910 Occupational Safety and Health Standards (General Industry Standards) 2. 29 CFR 1910.134 Respiratory Protection 3. 29 CFR 1910.1020 Access to Employee Exposure and Medical Records 4. 29 CFR 1910.120 Hazardous Waste Operations and Emergency Response 5. 29 CFR 1926 Safety and Health Regulations for Construction (Construction Industry Standards) 6. 40 CFR 50 National Primary and Secondary Ambient Air Quality Standards 7. 40 CFR 261 Identification and Listing of Hazardous Waste 8. 40 CFR 258 Criteria for Municipal Solid Waste Landfills F. Steel Structures Painting Council (SSPC) Manuals 1. SSPC Systems and Specifications, Vol. 2, Sixth Ed. 2. SSPC-PA2 Paint Thickness Measurement 3. SSPC-PA5 Guide to Maintenance Painting Programs 4. SSPC-Guide 6(CON) Guide for Containing Debris Generated During Paint Removal Operations 1.06 ENVIRONMENTAL CONDITIONS A. Provide adequate continuous ventilation and sufficient heating facilities to maintain temperatures above the minimum shown on the Manufacturer’s product data sheets. B. No coating shall be applied in inclement weather or when temperatures fall below that indicated for the specified coating products. C. Provide minimum 25-foot candles (270 lx.) of lighting on surfaces to be finished. 1.07 PROTECTION AND SAFETY PRECAUTIONS A. Take all precautions necessary to avoid adversely affecting the surrounding environment with blast media or paint particle drift or overspray. All of the Contractor’s activities shall comply with federal, state and local requirements for environmental pollution control. B. Plug and protect the tank inlet/outlet and overflow pipe at all times during the execution of the work to prevent damage and the entrance of blast media and debris. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-6 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) C. Adequately protect other surfaces and level controls from paint and damage. Repair damage as a result of inadequate or unsuitable protection. D. All of the Contractor’s activities and equipment used on the jobsite must be in compliance with federal, state and local law. Defective or substandard equipment shall not be used. Hoists, ladders, electrical equipment, scaffolding and hand or power tools must meet safety standards. E. Submit current Manufacturer’s product data sheets as well as Material Safety Data Sheets. Also, have these documents available to Contractor’s employees at the job-site. F. Make sure Contractor’s employees are aware of any hazards particular to the job-site, as well as locations of first aid stations, emergency phone numbers and evacuation routes. G. Keep work area clean and safe. PART 2 PRODUCTS 2.01 GENERAL A. This specification is based on the use of coatings products as manufactured by TNEMEC. The use of a Manufacturer’s name and product number is for the purpose of establishing the standard of quality desired. The Engineer shall be the sole authority in determining the acceptability of products other than that listed. B. Equivalent products by other Manufacturers are acceptable, providing they meet or exceed all performance criteria of the specified materials. No products shall be considered that would decrease film thickness or offer a change in generic type of coating specified. C. In the event the Contractor submits a different paint, the Contractor shall submit complete data with bid including performance data as determined by an independent testing laboratory and mark bid as alternate to base bid. The Contractor shall submit a price for base bid also in order for the Owner to review cost savings for using an alternate paint. D. The proposed coating system shall meet the requirements of AWWA D102 for Interior Coating System 5 (ICS-5) and Outside Coating System 4 (OCS-4). E. The interior coating system shall be ANSI/NSF 61/600 certified. F. Products for each specified function and system shall be of a single Manufacturer. G. Coatings shall be delivered in unbroken containers bearing the designated name, specification number, color, directions for use, Manufacturer, and date of manufacture. 2.02 MATERIALS A. Rust-inhibitive, zinc-rich urethane interior (potable water) and exterior primer: TNEMEC Series 91/93/94-H20-HYDRO-ZINC. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-7 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) B. Polyamidoamine epoxy interior (potable water) stripe coat: TNEMEC Series N140-15BL POTA- POX PLUS. C. Phenalkamine epoxy interior (potable water) intermediate coat: TNEMEC Series 21-39BL EPOXOLINE. D. Phenalkamine epoxy interior (potable water) finish coat: TNEMEC Series 21-WH16 EPOXOLINE. E. Solventless epoxy filler and surfacer for pit and seam repairs: TNEMEC Series 215 SURFACING EPOXY (for potable water contact). F. Flexible urethane caulking for roof seams: SIKA-FLEX 1A. G. Urethane accelerator: TNEMEC Series 44-710. H. Aliphatic acrylic polyurethane gloss exterior intermediate coat: TNEMEC Series 73/1095-color ENDURA-SHEILD II. I. Fluoropolymer polyurethane high gloss exterior finish coat: TNEMEC Series 700-color HYDROFLON. J. Reflective Glass Beads: Microcrystalline Ceramic Beads similar and equal to White Reflective Elements by 3M K. Exposed concrete surfaces above grade: TNEMEC Series 156 ENVIRO-CRETE 2.03 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver materials to job site in factory-sealed original-labeled containers. B. Store materials in a protected area at a temperature between 35°F and 110°F. C. Take precautionary measures to prevent fire hazards. 2.04 MATERIALS PREPARATION A. Mix and thin materials according to Manufacturer’s latest printed instructions. B. Do not use materials beyond Manufacturer’s recommended shelf life. C. Do not use mixed materials beyond Manufacturer’s recommended pot life. PART 3 EXECUTION 3.01 GENERAL A. All Manufacturers' instructions shall be carefully followed in the preparation, application, curing or drying and handling of the paint. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-8 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) B. All prime, intermediate and finish coating materials shall be applied in different color shades. C. Paint shall be stored in a location that is protected from the elements, well-ventilated and free from excessive heat or open flame sources. D. The Contractor shall notify the Inspector two (2) hours prior to the application of paint, to allow for the observation of the steel surface preparation and of each coat of paint, before applying succeeding coats. Such observation will not relieve the Contractor of his obligations under the contract. Observations may be waived by written notice to the Contractor. E. Coating shall be performed by skilled workers using the materials and methods specified. 3.02 HEALTH AND SAFETY A. The Contractor shall comply with all regulations as established by the Occupational Safety and Health Act and other government authorities. Up to date Material Safety Data Sheets shall be available on site for all products used. Workers shall wear proper protection devices. Where ventilation is used, all equipment shall be explosion proof. Temporary ladders and scaffolding systems shall conform to applicable safety requirements. It shall be the responsibility of the Contractor to adequately protect, shield or cover all structure, machinery, equipment and openings as required to prevent damage or contamination from the work procedures. The work area shall be kept clean at all times, consistent with the type of work being performed. B. It shall be the Contractor’s obligation to provide access to the Engineer and the representatives of Engineer for the purpose of inspection of work in progress. Adequate safety equipment and hoisting devices shall be provided by the Contractor for this purpose. 3.03 SITE CONDITIONS A. The Contractor shall ensure that surface and ambient conditions are in accordance with the Manufacturer's instructions immediately prior to and during application and for the period of curing. No coatings shall be applied when the surrounding air temperature as measured in the shade is above or below the Manufacturer’s specifications. No coatings shall be applied when the temperature of the surface to be painted is below Manufacturer's recommended application temperature. Coating shall not be applied to wet or damp surfaces or when the ambient temperature is less than 5 degrees above the dew point. 3.04 PRE-WORK INSPECTION A. Examine surfaces to be coated and report conditions that would adversely affect appearance or performance of coating systems and which cannot be put into an acceptable condition by preparatory work specified in Section 3.05. B. Do not proceed with surface preparation and application until surface is acceptable and authorization to proceed is given by the Engineer. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-9 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 3.05 SURFACE PREPARATION A. Interior Surface Preparation 1. Remove all oil, grease, soil, dirt, and other contaminants in accordance with SSPC-SP1 from the surface prior to blast cleaning. Weld slag, weld splatter, rough edges, and sharp edges of weld seams shall be ground smooth. All interior wet surfaces shall be abrasive blast cleaned to a SSPC SP-10 Near White Finish with a surface profile compatible with the paint Manufacturer's recommendations. A surface profile of 1.5 mils minimum is required. Immediately after blasting and before any rusting occurs, apply one coat of primer as per the interior coating specifications. B. Exterior Surface Preparation 1. Remove all oil, grease, soil, dirt, and other contaminants in accordance with SSPC-SP1 from the surface prior to blast cleaning. Weld slag, weld splatter, rough edges, and sharp edges of weld seams shall be ground smooth. All surfaces shall be abrasive blast cleaned to a SSPC- SP6 Commercial Blast Cleaning with a surface profile compatible with the paint Manufacturer's recommendations. A surface profile of 1.5 mils minimum is required. Immediately after blasting and before any rusting occurs, apply one coat of primer as per the exterior paint specifications. C. Field Surface Preparation 1. The Contractor shall remove all dust and blast products prior to coating application. Any damage to the steel such as pitting shall be inspected by the Engineer prior to coating. If damage is determined to be significant a program of repair may be required by the Engineer prior to proceeding. Extra compensation shall be allowable for such authorized repair. 2. Blasting shall not be performed when the surface temperature is less than 5°F above the dew point to prevent the formation of rust bloom. 3. The compressed air used for blasting shall be free of water and oil. 4. All paint particles and used blast media containing paint particles shall be collected and removed from the tank site by the Contractor in accordance with Federal, State, and local requirements. 5. Where practical, the Contractor shall complete all welding and other interior and exterior repairs authorized by the Engineer, except for caulking, prior to applying the primer. 6. Interior and exterior welding, burning or repairs on or affecting previously blast cleaned areas shall be re-blasted to duplicate the surrounding area. D. Coating Application 1. Coating materials to be applied in successive coats as specified by the Manufacturer to attain the required dry film thickness for each system. Coatings are to be applied without sags, foreign materials contamination or blemishes. Coatings with such sags, runs, foreign Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-10 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) materials contaminations or blemishes shall be removed and recoated at no additional cost to the Owner. 2. Prepare surface and touch-up welds, burned and abraded areas on primed steel with specified primer before applying field coats. 3. Mix, thin, and apply each coating at the rate and manner specified by the Manufacturer’s current product data sheet. 4. Finish coats shall be uniform in color and sheen without streaks, laps, runs, sags or missed areas. 5. Allow the interior coating to cure a minimum of seven (7) days before being subjected to immersion. E. Prime 1. Apply prime coat after blast cleaning and prior to flash rusting. If rust appears as a result of delay in primer application the surface shall be reblasted to specified surface preparation. A 6-inch strip of blasted uncoated bare steel shall be left between the primed area and the edge of the steel plate. 3.06 COATINGS A. Interior Coating 1. Welding – All weld repairs shall be performed prior to the application of the prime coat. 2. Caulk as required with TNEMEC Series 215 Surfacing Epoxy (for potable water contact). Include five (5) gallons in the base bid. Any unused product will be provided to the Owner. 3. Prime Coat – Immediately after abrasive blasting and before any rusting occurs apply one coat of TNEMEC Series 91/93/94-H2O-HYDRO-ZINC to all bare steel surfaces at a dry film thickness of 2.5 to 3.5 mils. 4. Stripe Coat – Following the prime coat, roller apply a coat of TNEMEC Series N140-15BL “Tank White” POTA-POX PLUS to all weld seams and heavily pitted areas at a dry film thickness of 2.0 to 3.0 mils. 5. Intermediate Coat – Apply one complete coat of TNEMEC Series 21-39BL “Delft Blue” EPOXOLINE at a dry film thickness of 6.0 to 8.0 mils. 6. Finish Coat – Apply one complete coat of TNEMEC Series 21-WH16 “Off White” EPOXOLINE at a dry film thickness of 6.0 to 8.0 mils. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-11 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) B. Exterior Coating 1. Prime Coat – Immediately after abrasive blasting and before any rusting occurs apply one coat of TNEMEC Series 91/93/94-H2O-HYDRO-ZINC to all bare steel surfaces at a dry film thickness of 2.5 to 3.5 mils. 2. Intermediate Coat – Apply one complete coat of TNEMEC Series 73/1095 ENDURA- SHIELD II at a dry film thickness of 2.0 to 3.0 mils. Color shall be as recommended by the paint Manufacturer, but shall contrast in color to the finish coat. 3. Finish Coat – Apply one coat of TNEMEC Series 700 HYDROFLON with a dry film thickness of 2.0 to 3.0 mils. The final coat color shall be selected and approved by the Owner. C. Exposed Concrete Above Grade 1. Two (2) Coats of TNEMEC Series 156 Enviro-Crete with a dry film thickness of 4 - 8 mils per coat. D. Fire Hydrant Coating 1. Prime Coat – Immediately after abrasive blasting and before any rusting occurs apply one coat of TNEMEC Series N140-15BL POTA-POX PLUS to all bare steel surfaces at a dry film thickness of 4.0 to 6.0 mils. 2. Finish Coat – Apply one coat of TNEMEC Series 73 ENDURA-SHIELD II or TNEMEC Series 700 HYDROFLON with a dry film thickness of 2.0 to 3.0 mils. The final coat color shall be white and impregnated or coated with white reflective glass beads. 3.07 INSPECTION A. Degree of surface cleanliness and blast profile of steel surfaces shall conform to the specifications detailed in Section 3.05 – SURFACE PREPARATION. Reference SSPC or NACE visual standards and consult Textex tape to verify anchor profile. B. Wet film thickness readings for successive coats shall be taken as soon as possible at a frequency of at least one per 100 square feet. C. Dry film thickness reading of steel surfaces shall be taken prior to the application of successive coats with a nondestructive magnetic type gauge in accordance with SSPC-PA-2. D. All interior coated steel surfaces shall receive holiday testing with a Tinker and Rasor Model M- 1, or equivalent, low voltage holiday detector. Any areas failing this test shall be marked and receive an additional repair coat in accordance with Section 3.06.A – INTERIOR COATING until satisfactory test results are achieved. E. The final film is to be visually inspected and should be free of sags, runs, wrinkles and other excessive film-build characteristics and surface debris. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-12 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) F. The Contractor shall maintain a contemporaneous daily inspection log to be used as a permanent record for the project and to compliment the periodic inspections by the Owner’s representative. The Contractor’s inspection log shall include: 1. Daily record of material stored and used on-site. 2. Ambient conditions: minimum of three measurements daily of air and surface temperature, dew point, wind speed and direction, precipitation, etc. 3. Production record: personnel on-site, hours worked, location of surface preparation and painted areas, and material used at each work area. 4. In-process quality control observations as described in this section to include surface cleanliness, surface profile, wet film thickness, visual defects, time between cleaning and priming, and time between coats. G. The Contractor’s daily inspection log shall be made available at any time to the Owner or their representative and an updated copy shall be included with each pay request. 3.08 ACCEPTANCE OF WORK A. All surface preparation and repairs shall be approved by the Engineer before primer is applied. The Contractor shall request acceptance of each coat before applying next coat and shall correct work that is not acceptable and request re-inspection. All rigging is to remain in place, and Contractor shall aid in the use of rigging for all inspections by Owner’s Representative. 3.09 CLEANING AND DISINFECTION A. Cleaning: After painting, remove all scaffolding, planks, tools, rags, blast media, and all other materials not part of the structural or operating facilities of the tank. Thoroughly clean and wash the walls, floor, root, and operating facilities of the tank by use of a high-pressure water jet, sweeping, scrubbing, and other effective means. Flush out and otherwise remove from the tank all water, debris, and foreign materials accumulated during the cleaning operation. Thoroughly clean and flush out the bottom of the tank and the inlet/outlet pipe. B. After coating is completed, and curing has occurred in accordance with Manufacturer’s recommendations, the tank shall be disinfected in accordance with AWWA C652 by Chlorination Method 2. C. Chemicals and Equipment: Provide all necessary chlorine bearing compounds, solution tank, pumps, hoses, mops, and other items required for cleaning, disinfection, and flushing operations. D. The Contractor shall submit samples of water for bacteriological analysis to the Arkansas State Department of Health and satisfactory results shall be received before the tank may be placed into service. Identification code for bacteriological analyses shall be provided by the Owner. A minimum of two (2) safe samples shall be collected on two (2) successive calendar days as evidence of satisfactory disinfection. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-13 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) E. No separate payment will be made for disinfection and testing. No more than 90% payment less applicable retainage will be made before acceptable disinfection is accomplished. F. All water for testing and disinfection shall be furnished by the Owner. Water required for retesting and re-disinfection shall be paid by the Contractor in accordance with the Owner’s current water rate schedule. Payment shall be withheld from funds due. G. The tank shall not be placed into normal service without the approval of the Owner and the Engineer. 3.10 CLEANUP A. After completion of coating, remove all traces of splashed materials, coating droppings, and spots from finished and adjacent surfaces. B. All over application to concrete foundations, vaults identification plates, electrical boxes and so forth shall be removed. C. After all work under this contract has been completed, remove all debris and leave site in a preconstruction condition. 3.11 GUARANTEE A. The Contractor shall guarantee his work for a period of no less than two years to the extent that he shall repair any defects due to faulty workmanship or materials that may appear on the structure during this period. B. A second-year anniversary inspection shall be conducted by the Owner or Representative with the Contractor present in accordance with AWWA Standard D102-24, Section 5.2. C. The paint Manufacturer shall furnish an extended 15-year material warranty to the Owner for color and gloss retention for the exterior coating system in accordance with ASTM D2244, ASTM D523 at 60 degrees, and ASTM D4214. The Contractor shall prepare and submit any samples or test plates as well as any needed documentation required to establish this warranty. 3.12. GRAPHICS A. Per the Owner, there will be no graphics painted on the exterior of the tank. END OF SECTION 09903 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-14 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvement 11268-Reservoir Hydrodynamic Mixing System 11268-1 July 2026 SECTION 11268 – RESERVOIR HYDRODYNAMIC WATER MIXING SYSTEM PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, equipment and incidentals required to install the Reservoir Hydrodynamic Mixing System (RHMS), including all piping, fittings and appurtenances as shown on the Drawings and as specified herein. The RHMS has been pre-purchased by the Owner from a single manufacturer and utilizes the passive energy provided by the inlet water supply, variable orifice duckbill check valves, and outlet check valves to provide complete homogeneous blending of the water storage reservoir. 1.02 RELATED SECTIONS A. Section 09903 – Potable Water Tank Coating 1.03 SUBMITTALS (NOT REQUIRED) 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM) 1. ASTM A53 Standard Specification for Pipe, Steel, Black, and Hot-Dipped, Zinc- Coated, Welded, and Seamless 2. ASTM A351 Standard Specification for Castings, Austenitic, Austenitic-Ferritic (Duplex), for Pressure-Containing Parts 3. ASTM A536 Standard Specification for Ductile Iron Castings 4. ASTM D1330 Standard Specification for Rubber-Sheet Gaskets 5. ASTM D2564 Standard Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings 6. ASTM D656 Standard Specification for Primers for Use in Solvent Cement Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings B. American Water Works Association (AWWA) 1. AWWA C104 Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 2. AWWA C110 Ductile-Iron and Gray-Iron Fittings, 3-in Through 48-in (75mm Through 1200mm), for Water and Other Liquids. 3. AWWA C111 Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvement 11268-Reservoir Hydrodynamic Mixing System 11268-2 July 2026 4. AWWA C115 Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron Threaded Flanges. 5. AWWA C153 Ductile-Iron Compact Fittings for Water Service. 6. AWWA C207 Steel Pipe Flanges for Waterworks Service – Size 4 in. to 144 in. 7. AWWA C220 Stainless Steel Pipe, 4 in. and larger 8. AWWA C606 Grooved and Shouldered Joints. 9. AWWA D1785 Specification for Polyvinyl Chloride (PVC) Plastic Pipe, Schedule 40, 80, and 120. 10. AWWA D2467 Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. C. National Sanitation Foundation (NSF) 1. NSF Standard 14 Plastic Piping System Components and Related Materials 2. NSF Standard 61 Drinking Water System Components – Health Effects D. Where reference is made to one of the above standards, the reference in effect at the time of bid opening shall apply. 1.06 DELIVERY, STORAGE AND HANDLING A. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe. B. Materials, if stored, shall be kept safe from damage. The interior of all piping, fittings and other appurtenances shall be kept free from dirt or foreign matter at all times. C. All stainless steel components shall be stored separately away from any carbon steel components or other materials that could stain or deface the stainless steel finish from run-off of oxidized ferrous materials. D. All pipe equipment should be covered and stored in areas free from contact with construction site sediment erosion to prevent accumulation of materials within the pipe and fittings. E. Duckbill nozzles should be protected from contact with rigid objects during handling and storage. The contractor shall be responsible for replacing any duckbill nozzles or elastomeric components that are damaged after arrival on the site through installation and start-up of the system. PART 2 PRODUCTS 2.01 FASTENERS A. Hex head bolts and nuts shall be stainless steel Type 316 conforming to ANSI/ASME B18.2.1 and ANSI/ASME B18.2.2. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvement 11268-Reservoir Hydrodynamic Mixing System 11268-3 July 2026 2.02 PIPE SUPPORTS A. All components of the bracket assembly shall be carbon steel and coated in accordance with Specification Section 09903 or shall be constructed of 304 stainless steel. B. The bracket assemblies shall consist of four components: 1. The base plate shall be field welded to the tank floor or shell and shall be located to avoid welded joints in the floor/shell plates. 2. A top-works weldment that consists of structural channel and angle iron. The TMS piping shall rest on the angle iron. The angle iron has predrilled holes for the U-bolt. 3. Type 316 Stainless Steel U-bolt with four hex nuts. 4. A 1/8” thick EPDM strip with a length equivalent to the circumference of the pipe. The strip shall be placed between the pipe and the angle iron and U-bolt. C. The channel of the top-works weldment shall be field fit and modified to the required length. The channel shall then be field welded to the base plate. 2.03 SURFACE PREPARATION AND SHOP PRIME PAINTING A. Following installation of the manifold system, all pipe supports and appurtenances shall be coated in accordance with Specification Section 09903. B. Tideflex and Waterflex Valves shall not be coated. The valves shall either be masked or be mounted after coating of the tank and piping. Contractor shall ensure masking materials are removed after coating. PART 3 EXECUTION 3.01 HANDLING PIPE AND FITTINGS A. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before installing, and no piece shall be installed which is found to be defective. Any damage to the pipe linings or coatings shall be repaired as directed by the Engineer. B. All pipe and fittings shall be subjected to a careful inspection prior to being installed. C. If any defective pipe is discovered after it has been installed it shall be removed and replaced with a sound pipe in a satisfactory manner. All pipe and fittings shall be thoroughly cleaned before installing, shall be kept clean until they are used in the work and when installed shall conform to the lines, grades and dimensions required. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvement 11268-Reservoir Hydrodynamic Mixing System 11268-4 July 2026 3.02 INSTALLATION A. Installation of the manifold system shall be in accordance with the installation plans and guidelines provided by the RHMS manufacturer and as specified in the installation section of the Installation and Operation and Maintenance manual. B. All piping and fittings shall be installed true to alignment and rigidly supported thrust anchors shall be provided where required. Any damage the pipe shall be repaired to the satisfaction of the Engineer before the pipe is installed. Each length of pipe shall be cleaned out before erection. C. The hangers and supports shall be installed in accordance with the requirements of the piping layout and jointing method and their locations shall be verified from approved piping layout drawings. Hangers and supports shall be submitted to the Engineer for approval. D. Flanged joints shall be made with opposite bolts tightened alternately and evenly. E. All valves, fittings, equipment and appurtenances needed on the pipelines shall be set and jointed as indicated on the Drawings or as required. 3.03 STARTUP AND TESTING A. The TMS manufacturer shall provide one (1) day start-up services by a factory representative to verify that the system has been installed in accordance with the design specifications and requirements listed within this section. B. Following installation of the complete manifold piping system, the Contractor shall coordinate with the Owner to have the upstream isolation valve opened to allow flow into the tank through the manifold system. The isolation valve must be opened slowly to prevent surge or over- pressurization of the manifold system. The isolation valve must be fully opened to inspect the flow characteristics of the manifold system. C. The contractor and factory representative shall visually inspect the entire piping system for leakage. D. The contractor and factory representative shall visually inspect all of the inlet nozzles to ensure flow is being discharged into the tank through all nozzles. END OF SECTION 11268 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 APPENDIX - A Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 SPEARS SPEARS SPEARS SPEARS SPEARS SPEAR S SPEARS SPEARS SPEAR S SPEARS SPEARS SPEAR S SPEARS SPEARS SPEAR S SPEAR S SPEARS SPEARS SPEARSSPEARS SPEARS SPEARS DRAWING DESCRIPTIONSHEET No.DRAWING No. PROJECT: END USER: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR OPPORTUNITY# T19-68871 TIDEFLEX MIXING SYSTEM (TMS) S H O P D R A W I N G A P P R O V A L INSTALLATION PLANS QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO# CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR TITLE SHEET 68871 - RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 1 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM CONSULTANT: HAWKINS-WEIR ENGINEERS CONTRACTOR: LEHER ENTERPIRISES, INC. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 SPEARS SPEA R S SPEARS SPEARSSPEARS SPEARS SPEA R S SPEA R S SPEARS SPEA R S SPE A R S QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO# CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR GENERAL ARRANGEMENT - PLAN 68871 - RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 2 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM PLAN VIEW AA 3PTMS-61-FL060BLND S35-040-Y-Y-0-L INSULATION SLEEVE DETAIL MATING FLANGE TO PVC FLANGE WF3-060-0-00YY40U WF3-060-0-00YY40U 3PTMS-30-FA-06SUPP 3PRR-40U-040 S35-040-Y-Y-0-L 3PRR-40U-040 S35-040-Y-Y-0-L 3PRR-40U-040 WF3-060-0-00YY40U WF3-060-0-00YY40U Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 SPEA R S SPEA R S SPEA R S SPEA R S SPEA R S SP E A R S SPEA R S SPEA R S SP E A R S SPEA R S SPEA R S SP E A R S SPEARS SPEARS SP E A R S SP E A R S SPEARS SPEAR S SPEARSSPEARS SPEARS SPEARS SPEARS SPE A R S SPEAR S SPEAR S SPEARS SPE A R S SPEARS SPE A R S QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO#CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR GENERAL ARRANGEMENT - ELEV - VIEWS A-A, B, C-C, & D-D 68871 -RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 3 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM ELEVATION VIEW A-A VIEW B VIEW D-D D D 3PTMS-060-61-FA-01 3PTMS-61-FL060BLND 3PTMS-61-FL060BLND 3PTMS-040-61-FA-04 3PTMS-040-61-FA-06 3PTMS-040-61-FA-05 3PTMS-040-61-FA-04 WF3-060-0-00YY40U C C VIEW C-C WF3-060-0-00YY40U 3750-74-SPCR060IPS 3PTMS-060-61-FA-02 3PTMS-040-61-FA-05 3PTMS-040-61-FA-06 S35-040-Y-Y-0-L WF3-060-0-00YY40U 3PTMS-30-FA-06SUPP 3PTMS-30-FA-06SUPP GSKT-060-0-0Y-1/8 WF3-060-0-00YY40U 3PTMS-060-61-FA-03 3PRR-40U-040 S35-040-Y-Y-0-L 3PRR-40U-040 S35-040-Y-Y-0-L 3PRR-40U-040 3PTMS-060-61-FA-01 S35-040-Y-Y-0-L 3PRR-40U-040 3PTMS-30-FA-06SUPP Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 4" TIDEFLEX SERIES 35 INLET NOZZLE QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO#CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR DETAIL - 4" TIDEFLEX SERIES 35 INLET NOZZLE 68871 -RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 4 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 6" SERIES WF-3 OUTLET CHECK VALVE QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO# CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR DETAIL - 6" SERIES WF-3 OUTLET CHECK VALVE 68871 - RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 5 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM WATERFLEX INSTALLATION ORIENTATION Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 5/8" U-BOLT RUBBER-TMS-06"PIPE (RUBBER STRIP) DETAIL - 6" PIPE SUPPORT 3PTMS-30-FA-06SUPP ASSEMBLY VIEW BASE PLATE QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO# CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR DETAIL - 6" PIPE SUPPORT 68871 - RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 6 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM INSULATION SLEEVE DETAIL U-BOLT TO PIPE SUPPORT (STEEL) RUBBER STRIP INSTALLATION Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 SP E A R S SPEARS SP E A R S QUOTE #:S.O.#: DWG. NOTES: DESCRIPTIONECO# CHK'DDATEBYREV TIDEFLEX TECHNOLOGIESflexTid SHEET CONSULTANT: APPLICATION: CAD SCALE: DWG. BY:DATE:NO. DWG.PLOT SCALE: GOSHEN 0.3MG STANDPIPE CITY OF FAYETTEVILLE, AR INTERFERENCE CHECK 68871 - RBS 9-10-19 ISSUE FOR APPROVAL TMS19-68871 7 OF 7RBS9-10-19 FULL N.T.S. (TMS) TIDEFLEX MIXING SYSTEM HAWKINS-WEIR ENGINEERS TIDEFLEX MIXING SYSTEM INTERFERENCE CHECK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 APPENDIX - B Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 APPENDIX - C Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Faye Ʃeville, Arkansas InspecƟon Report: 300,000‐Gallon Capacity Goshen Pump StaƟon & Water Tank December 2023 Project No.: 4911‐23 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Page 1 Table of Contents 1.0| PROJECT INFORMATION ................................................................................................ 2 2.0| REFERENCES .................................................................................................................. 3 3.0| COATINGS EVALUATION ................................................................................................ 3 3.1| Lead and Chromium Content Analysis ........................................................................ 3 3.2| Interior Wet Coating ..................................................................................................... 3 3.3| Exterior Coating ........................................................................................................... 3 3.4| Replacement Coating Systems ................................................................................... 4 4.0| STRUCTURE MODIFICATIONS ......................................................................................... 4 4.1| Interior Wet Modifications ............................................................................................ 4 4.2| Exterior Modifications .................................................................................................. 5 4.3| Cathodic Protection (CP) System ................................................................................ 5 5.0| PROPERTY CONSIDERATIONS ......................................................................................... 5 5.1| Site and Environmental Considerations ...................................................................... 5 5.2| Telecommunications Considerations........................................................................... 6 6.0| RECONDITIONING SUMMARY ........................................................................................ 6 6.1| Reconditioning Summary and Cost Estimate .............................................................. 6 APPENDIX A: Photographs APPENDIX B: Inspection and Evaluation Methods Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Page 2 1.0| PROJECT INFORMATION KLM Project No.: 4911-23 Customer P. O. Number: N/A Tank Owner: Fayetteville, Arkansas Phone: 479-444-3452 Street/City/State/Zip: 113 W. Mountain Street, Fayetteville, AR 72701 Tank Owner Contact: Corey Granderson, P.E., Utilities Engineer Owner's Tank Designation: Goshen Pump Station & Water Tank Tank Description: Ground Storage Reservoir Tank Street Location: 1589 Fire Tower Road, Goshen, AR 72727 Purpose of Inspection: Condition assessment Date of Inspection: October 20, 2023 Inspected By: Ethan Hutar, NACE #76055 and Lucas Tomperi, NACE #69209 Type of Inspection: KLM standard ROV inspection Manufacturer: Unknown Construction Date: 1991 Serial No.: Unknown Design Code: AWWA D100-84 Capacity: 300,000 gallons Type of Construction: Welded Tank Diameter: ~40 feet Height to: Overall ~40 feet Height to: HWL ~39 feet LWL Grade Tank Construction Drawings: Unavailable to KLM Previous Inspection Records: Garver 2017 inspection EXISTING COATING INFORMATION Interior Wet Exterior Date Last Coated Unknown ~2002 Full or Spot Repair Full Overcoat Coating Contractor Unknown Unknown Surface Preparation Blast Wash Paint System Epoxy Epoxy/Urethane Paint Manufacturer Unknown Unknown Paint Chip Samples Taken and filed Taken and filed Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Page 3 Fayetteville, Arkansas 300,000-GALLON CAPACITY GOSHEN PUMP STATION & WATER TANK 2.0| REFERENCES The tank interior and exterior areas were evaluated in conformance with the following: a. KLM Engineering, Inc. Proposal. b. General guidelines of AWWA Manual M42 Appendix C “Inspecting and Repairing Steel Water Tanks, and Elevated Tanks for Water Storage.” c. KLM "Procedures and Guidelines for Inspecting Existing Steel and Concrete Water Storage Tanks." d. AWWA Standard D100; Welded Carbon Steel Tanks for Water Storage. 3.0| COATINGS EVALUATION 3.1| Lead and Chromium Content Analysis The total lead and chromium content of the interior and exterior coatings was not analyzed. Based on the 1991 construction date of the tank, and regulations in effect at that time limiting the use of lead or chromium- based coatings, KLM anticipates that neither the interior nor exterior coatings are lead or chromium-based paints and will not generate hazardous waste during reconditioning. 3.2| Interior Wet Coating Records indicate the reservoir was constructed and originally painted in 1991. The interior wet coating is in poor condition with more than ten percent visible coating failures above and below the high-water line (HWL). Failures above the HWL consist of surface corrosion on the roof plates, along roof seams, and on the overflow weir box. Failures below the HWL consist of widespread surface corrosion on the upper shell plates, likely due to ice abrasion, spot corrosion on the shell manway, and randomly located corrosion on the shell plates and along shell weld seams. Minimal sediment accumulation is present on the tank floor. See photos in Appendix A. 3.3| Exterior Coating Records indicate the exterior was overcoated around 2002. The exterior coating is in poor condition with more than ten percent visible coating failures. Failures consist of widespread delamination with resulting surface corrosion, primarily on the roof, and spot corrosion randomly located on the shell plates. The coating appears brittle with poor adhesion to the substrate. See photos in Appendix A Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Page 4 3.4| Replacement Coating Systems When the next full reconditioning is required, KLM recommends preparing surfaces in accordance with NACE guidance and applying a coating system for each area according to the following. 3.4.1| Interior Wet Coating Surface preparation should be performed according to SSPC-SP10 Near White Metal Blast criteria. Apply a two-coat system: 1. moisture cured zinc-rich 2. NSF 61 certified epoxy 3.4.2| Exterior Coating Surface preparation should be performed according to SSPC-SP6 Commercial Blast Clean criteria. Apply a four-coat system: 1. moisture cured zinc-rich 2. polyamidoamine epoxy 3. aliphatic acrylic urethane 4. fluoropolymer 4.0| STRUCTURE MODIFICATIONS Structure modifications and repairs serve to bring the tank into compliance with OSHA regulations, AWWA standards, and Arkansas Department of Health regulations. They also improve areas of the tank that are prone to premature development of corrosion, repair surface defects resultant from tank construction, remove abandoned and unnecessary equipment, and improve tank maintenance capabilities. The following is a list of recommended modifications and repairs to be included during the next reservoir reconditioning. Detailed information important to each item will be determined when developing the project specifications. Additional minor modifications, not impacting on the estimated project cost, may be identified, and incorporated at that time. Photographs referred to in this section are in Appendix A. 4.1| Interior Wet Modifications 4.1.1 Install an anchor point on the underside of the roof adjacent to the access manway. Include a self- retracting lifeline (SRL) to allow for safe access while ascending and descending the ladder. 4.1.2 Remove all bolt heads from the interior wet roof plates in their entirety. Plug weld and grind all openings flush with the surrounding roof plates. See photos 2 through 5. 4.1.3 Remove all construction tabs located along the top of the shell. Repair and grind all attachment areas flush with the surrounding shell plates. See photos 3 and 4. 4.1.4 Remove all caulking and seal weld along the rim angle. See photo 6. 4.1.5 Grind off all weld spatter and erection scab marks for compliance with AWWA D100. 4.1.6 Replace the gaskets on the two shell manways. See photos 19, 40, and 41. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Page 5 4.1.7 Install two bars on top of the fill pipe to prevent accidental entry of unwanted material during maintenance activities. See photo 21. 4.1.8 Install a submersible mixer in the reservoir to reduce the likelihood and magnitude of ice formation in cold weather and prevent stratification in warm weather. 4.2| Exterior Modifications 4.2.1 Replace the tank finial vent with an aluminum pressure pallet style vent. The new vent and vent screen design should meet AWWA D100 and Arkansas Department of Health regulations. The removable top will improve ventilation, provide access to the tank interior during reconditioning, and aid in compliance with OSHA confined space entry requirements. See photos 29 and 30. 4.2.2 Install two hinge-covered ventilation manways on the roof. These will provide additional ventilation during the interior surface preparation and coating. 4.2.3 Relocate the existing access ladder; the location of the wet access manway is a safety hazard when stepping onto the roof. See photos 35 and 36. 4.2.4 Install a winged, pipe-style handrail conforming to OSHA regulations on the roof, parallel to the tank shell, on both sides of the access ladder, and enclosing the wet access manway. Include handrail extensions at each end perpendicular to the tank shell. See photos 35 and 36. 4.2.5 Install a horizontal cable lifeline system from the edge of the new handrail to an anchor point near the new finial vent. 4.2.6 Install a cable-style safety climb device conforming to OSHA regulations on the access ladder. See photos 37 and 38. 4.2.7 Reinstall the anti-climb plate over the lower eight feet of the ladder. This will restrict access by unauthorized personnel. See photo 39. 4.2.8 Replace the existing overflow pipe screen with corrosion-resistant, heavy-gauge, No. 4, and No. 24 mesh screens (#4 downstream of #24). See photo 48. 4.3| Cathodic Protection (CP) System 4.3.1 The reservoir does not have a cathodic protection system, and one is not required if the coating is applied and maintained properly. 5.0| PROPERTY CONSIDERATIONS 5.1| Site and Environmental Considerations 5.1.1 The site includes the tank, pumphouse, and miscellaneous equipment in a fence-enclosed area with maintained grass. Access to the site is obtained from Fire Tower Road to the north. 5.1.2 In conformance with EPA regulations, an analysis has been performed to determine the methods of pollution control required for this storage structure during reconditioning. Precautions must be taken to maintain air quality and to prevent the drift of dust and fugitive emissions. Such precautions shall include, but not be limited to, the use of water or chemicals where possible or the use of a containment system with negative air. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Page 6 5.2| Telecommunications Considerations 5.2.1 The reservoir has some telecommunications equipment, including antennas, coaxial cables, support brackets and other miscellaneous equipment. The Owner is advised to maintain accurate records of each of the antenna sites on the reservoir, including as-built drawings, site manager and owner contact information, upgrades performed, and plans for future antenna installations or upgrades. These records will help facilitate the future reconditioning with a minimal amount of effort on the Owner’s part. 6.0| RECONDITIONING SUMMARY 6.1| Reconditioning Summary and Cost Estimate KLM recommends replacing the interior and exterior coatings, and performing the noted structure modifications, in two to three years to extend the service life of the structure. The costs for structure modifications and replacing the interior and exterior coatings (including the containment) are estimated between $325,000 and $350,000. This estimate is based on current pricing and does not include costs for engineering and/or inspection services. For competitive bids, the project should be bid 9 to 12 months before the desired starting date. An experienced tank-coating contractor with the proper crew and equipment should be able to complete the project in six weeks. At the time of reconditioning, the reservoir will need to be drained and remain off-line during interior structure modifications, abrasive blasting, and painting. However, most of the exterior structure modifications can be performed prior to draining, with the tank in-service. KLM ENGINEERING, INC. Report prepared by: Perry Seidel Project Manager NACE Coating Inspector No. 106688 Report reviewed by: Rodney Ellis Vice President/COO NACE Certified Coatings Inspector No. 1686 AWS/CWI 0404031 Copyright 2023 by KLM Engineering, Incorporated. All rights reserved. This material may not be duplicated, reproduced, displayed, modified, or distributed without the prior express written permission of KLM Engineering, Incorporated. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 APPENDIX A PHOTOGRAPHS Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 1 Overall view of the reservoir Photo No. 2 View of the interior roof Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 3 Interior roof and upper shell coating conditions Photo No. 4 Interior roof and upper shell coating conditions Overflow weir box visible Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 5 Interior roof coating conditions Photo No. 6 Rim angle conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 7 Shell coating conditions Photo No. 8 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 9 Shell coating conditions Photo No. 10 Shell coating conditions Float level indicator visible Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 11 Shell coating conditions Photo No. 12 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 13 Shell coating conditions Photo No. 14 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 15 Shell coating conditions Photo No. 16 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 17 Shell coating conditions Photo No. 18 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 19 Shell manway Photo No. 20 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 21 Fill pipe Photo No. 22 Floor conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 23 Floor conditions Photo No. 24 Floor conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 25 Floor conditions Photo No. 26 Floor conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 27 Floor conditions Photo No. 28 Floor conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 29 Overall roof conditions Photo No. 30 Finial vent Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 31 Roof coating conditions Photo No. 32 Roof coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 33 Roof coating conditions Photo No. 34 Roof coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 35 Roof coating conditions Wet access manway visible Photo No. 36 Wet access manway Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 37 View of shell and ladders Photo No. 38 View of shell and ladders Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 39 Anti-climb plate Photo No. 40 Shell manway Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 41 Shell manway Photo No. 42 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 43 Shell coating conditions Photo No. 44 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 45 Shell coating conditions Photo No. 46 Shell coating conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 GOSHEN PUMP STATION & WATER TANK FAYETTEVILLE, ARKANSAS Inspection Report | Copyright 2023 by KLM Engineering, Inc. Photo No. 47 Overflow pipe, splash pad, and pump house Photo No. 48 Overflow pipe screen conditions Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 APPENDIX B INSPECTION AND EVALUATION METHODS Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Copyright 2023 by KLM Engineering, Inc.Page 1 1.0| INSPECTION AND EVALUATION METHODS Some or all of the following procedures were performed as applicable. 1.1| Methods 1.1.1 The inspection of the base metal and coatings on interior and exterior surfaces included only areas accessible without scaffolding or special rigging. Where possible, the base metal and coating on the interior wet surfaces were examined from either a rubber raft while the tank was being drained, by a Remote Operated Vehicle (ROV) with the tower in service, or with both. 1.1.2 Tank plate thickness was measured at random locations on the liquid holding shell. The overall structural condition of the tank was visually examined. 1.1.3 No structural analysis was done to determine if the tank design complies with the AWWA D100-11 Standard for “Welded Carbon Steel Tanks for Water Storage.” However, any observed non-conformance to the AWWA D100-11 standard is noted in this report. 1.1.4 Although compliance with OSHA regulations was not a part of this inspection, any unsafe conditions or violations of current OSHA regulation that were observed are noted in this report. 1.2| Examination and Evaluation Techniques Some or all of the following procedures were performed as applicable. 1.2.1| Site The tank site was evaluated for proper drainage conditions affecting access and lead paint abatement during reconditioning. Also, the following site dimensions were obtained: distance to fence(s), power lines, owner buildings, public property, private property/buildings, school/playgrounds, public parks, and other property. 1.2.2| Foundations The tank concrete foundation(s) were/was visually examined for cracks, spalling, conditions of grout, indications of distress/settlement, and elevation above grade. 1.2.3| Tank Plate Thickness Plate thickness measurements were taken using ultrasonic methods (UTM). The readings were taken using a digital readout Elcometer MTG6 Ultrasonic Thickness Gage that has a dual element probe (transducer). The probe’s transmitter element sends a short ultrasonic pulse through the material. The pulse gets reflected as an echo from the opposite side of the plate and returns to the probe’s receiver element. The round-trip time is directly related to the material’s thickness. 1.2.4| Coating Thickness Interior and exterior coatings, where accessible, were tested in accordance with Steel Structures Painting Council SSPC-PA2-18 “Procedure for Determining Conformance to Dry Coating Thickness Requirements” using PosiTector-6000-F1 Type 2 gages. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Copyright 2023 by KLM Engineering, Inc.Page 2 1.2.5| Coating Adhesion Adhesion testing of the coating to the steel, and inner coat adhesion, was performed by ASTM D-3359: Shear Adhesion Test, Measuring Adhesion by Tape Test. In addition, subjective coating adhesion evaluation was performed using a penknife. 1.2.6| Coating Serviceability The estimated remaining coating life or serviceability evaluation was performed using a wide variety of inspection instruments such as dry film thickness gauge, pen knife, Tooke gauge, adhesion tester(s), 30x microscope and serviceability evaluation experience (minimum experience 10 years). The instrument inspection was combined with a close visual inspection of all accessible coatings. This was done to detect any holidays (misses), skips, runs, sags, surface containments, overspray, dry spray, poor coating cohesion, inter-coat delamination, loss of adhesion to the substrate, adverse conditions of the steel underneath the coating, or any other defects affecting the intended service. 1.2.7| Coating Lead and Chromium Content Analysis Samples may have been taken of the various types of coatings present on the interior and exterior surfaces. GPI Laboratories, Inc. of Grand Rapids, Michigan tests these coatings in conformance with ASTM D-3335 Standard Test Methods for Concentrations of Lead and Chromium in Paint. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 JULY 2026 LOCATION MAP CITY OF FAYETTEVILLE, ARKANSAS HWEI JOB NO. 2017076 SHEET 1 2 COVER SHEET, VICINITY MAP, AND SHEET INDEX EXISTING SITE PLAN AND PHOTOGRAPHS INDEX NO. DESCRIPTION SHEET 1 REENGNESASNAKRA O N ENGINEERS, INC. No. 101C E R AHAWKINS-WEIR T E O F A U THORA Z F C T T 2026Hawkins-Weir Engineers, Inc.c Any unauthorized use of this drawing or data by others is at the sole risk of the user. Hawkins-Weir Engineers, Inc. shall be held harmless and with- out liability from claims, costs, or damages of any nature including costs of defense arising from improper use of this drawing or data, or by another party. N.T.S. 110 South 7th Street 438 Millsap Road, Suite 107 211 Natural Resources Drive Van Buren, AR 72956 Fayetteville, AR 72703 Little Rock, AR 72205 (479) 474-1227 (479) 455-2206 (501) 374-4846 w w w . h a w k i n s - w e i r . c o m 403 Garrison Avenue Fort Smith, AR 72901 (479) 242-4685 BID 26-47 CONSTRUCTION GOSHEN WATER STORAGE TANK IMPROVEMENTS T U R T L E R D GO S H E N T U R T L E R D W B O W E N B L V D B L U E S P R I N G S R D FIRE TOWER RD C H I V O L N H I C K S R D MA D I S O N 7 0 2 5 E D G E W O O D R D WC 4343 3 PROPOSED TANK PLAN, SECTION, AND DETAILS 4 MISCELLANEOUS DETAILS PROJECT NO. 10000.6 IMPLICIT 8 M I L E S T O T H E C I T Y O F FA Y E T T E V I L L E E BOW E N B L V D ( A R K A N S A S S T A T E H I G H W A Y 4 5 ) PROJECT LOCATIONGOSHEN Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 1 MB 2 FIRE TOWER ROAD PP PP GRAV. GRAV. GRATED STORM DRAIN TOP = 1513.89' { = 1511.01'} AN T E N N A ASPH. 8"W 4"W 6" W OHE OHE OH E 1509 8"W OH E 4"W 1514 1513 1512 1510 1511 1519 1518 1517 1516 1515 EX I S T I N G S I T E P L A N A N D P H O T O G R A P H S N.T.S. JSD MAW 2 SCALE IN FEET 5 6" OVERFLOW A C D TANK EXTERIOR PHOTO N.T.S. A ACCESS LADDER AND LEVEL TARGET PHOTO N.T.S. B OVERFLOW PIPE PHOTO N.T.S. C 24" MANWAY PHOTO N.T.S. D GOSHEN TANK AND BENSON PUMP STATION SITE PLAN 1"=10'SHEET NO. RE V I S I O N SCALE ACCORDINGLY IF NOT ONE INCH AT FULL SIZE DA T E ONE INCH 1" DATE: SCALE: DESIGNED BY: DRAWN BY: FILENAME: HWEI NO.: JULY 2026 CI T Y O F F A Y E T T E V I L L E , A R K A N S A S GO S H E N W A T E R S T O R A G E T A N K I M P R O V E M E N T S FO R : T H E C I T Y O F F A Y E T T E V I L L E OF 4 HA W K I N S - W E I R E N G I N E E R S , I N C . 2 0 2 6 c Va n B u r e n Fa y e t t e v i l l e Li t t l e R o c k (4 7 9 ) 4 7 4 - 1 2 2 7 (4 7 9 ) 4 5 5 - 2 2 0 6 (5 0 1 ) 3 7 4 - 4 8 4 6 w w w . h a w k i n s - w e i r . c o m Fo r t S m i t h (4 7 9 ) 2 4 2 - 4 6 8 5 F E INTERIOR TANK CEILING PHOTO N.T.S. E TANK VENT PHOTO N.T.S. F LEGEND GATE VALVE WATER DRAIN DUCTILE IRON W DRN DI PP POWER POLE OVERHEAD ELECTRICOHE FIRE HYDRANT WM WATER METER GUY ANCHOR SURVEY CONTROL MONUMENT. \pxqc;EXISTING PUMP STATION EXISTING PUMP STATION EXISTING GENERATOR AND PROPANE TANK CLEAN, REHABILITATE, AND RECOAT EXISTING WATER STORAGE TANK CLEAN AND RECOAT EXISTING FIRE HYDRANT PP TBM: RR SPIKE IN POWER POLE 10'%%P NORTH OF FIRE TOWER ROAD ELEV. = 1507.71 B PROTECT EXISTING SAMPLING STATION Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 PR O P O S E D T A N K P L A N , S E C T I O N , A N D D E T A I L S N.T.S. JSD MAW 3 GOSHEN TANK ROOF PLAN N.T.S. GOSHEN TANK SECTION N.T.S 1 1 1 DETAIL N.T.S. A 1 2 3 4 5 6 8 INSTALL NEW SAF-T-CLIMB STAINLESS STEEL FALL PREVENTION CABLES AND HARDWARE ON EXTERIOR LADDER. PROVIDE TWO (2) COMPLETE SETS OF HARNESSES \A 1 ; 5 ' T Y P . ROOF ACCESS HATCH OVERFLOW 11 3 \A 1 ; 6 0 ° F SH.4 \A1;38'-6" DIAMETER SHEET NO. RE V I S I O N SCALE ACCORDINGLY IF NOT ONE INCH AT FULL SIZE DA T E ONE INCH 1" DATE: SCALE: DESIGNED BY: DRAWN BY: FILENAME: HWEI NO.: JULY 2026 CI T Y O F F A Y E T T E V I L L E , A R K A N S A S GO S H E N W A T E R S T O R A G E T A N K I M P R O V E M E N T S FO R : T H E C I T Y O F F A Y E T T E V I L L E OF 4 HA W K I N S - W E I R E N G I N E E R S , I N C . 2 0 2 6 c Va n B u r e n Fa y e t t e v i l l e Li t t l e R o c k (4 7 9 ) 4 7 4 - 1 2 2 7 (4 7 9 ) 4 5 5 - 2 2 0 6 (5 0 1 ) 3 7 4 - 4 8 4 6 w w w . h a w k i n s - w e i r . c o m Fo r t S m i t h (4 7 9 ) 2 4 2 - 4 6 8 5 17 2 4 12 4 4 3 4 12 4 22 989 GOSHEN TANK FLOOR PLAN SECTION N.T.S 2 6 5 11 8 9 9 11 6511 1' x 1' SECTION REMOVED FOR INSPECTION 1' x 1' SECTION REMOVED FOR INSPECTION 9 11 12 13 C SH.4 D SH.4 E SH.4 H SH.4 I SH.4 TANK INLET PHOTO N.T.S. G 13 G 2 ROOF ACCESS HATCH A J SH.4 SH.4 1 3 18 16 16 14 15 16 17 18 18 114 19 EXTEND LADDER 20 22 21 \W0.9000;JOINT BETWEEN STEEL TANK FLANGE AND CONCRETE FOUNDATION SHALL HAVE ANY EXISTING SEALANT REMOVED AND BE SEALED WITH DOW CORNING CWS CAULK OR APPROVED EQUAL \W0.9000;EXPOSED CONCRETE FOUNDATION SHALL BE BRUSH BLASTED AND SEALED WITH TWO COATS OF AN ELASTOMERIC COATING SYSTEM\A1;2'%%P 20 21 22 23 23 M SH.4 1 RE V I S E D P E R A D H C O M M E N T S AP R . 2 9 , 2 0 2 6 1 2 1 RE V I S E D P E R A D H C O M M E N T S 2 1 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 MI S C E L L A N E O U S D E T A I L S N.T.S. JSD MAW 4 2 INTERIOR ROOF LAPPED SEAM DETAIL N.T.S. G HANDRAIL DETAIL N.T.S. C SH.3 HANDRAIL (10 LF)INSTALL OSHA COMPLIANT SWING GATE HANDRAIL \A1;{\H0.7x;\S1#4;}" X 4" TOEBOARD 3" X 6" BASE Á WELDED TO TOP OF TANK \A1;1 {\H0.7x;\S1#2;}" DIAMETER STEEL POSTS AND RAILS (TYP) \A 1 ; 1 ' - 9 " \A1;1'-9" \A 1 ; 3 ' - 6 " EXISTING TANK ROOF NOTE: 1.VERTICAL GRAB BARS SHALL BE EXTENDED TO 42-INCHES ABOVE THE TANK ROOF ELEVATION AT OPENING IN HANDRAIL FOR EXTERIOR LADDER. 2.EXTEND HANDRAIL AROUND THE PERIMETER OF THE TOP OF THE TANK. FIT-UP BOLTS TANK VENT, 12" DIAMETER TANK VENT DETAIL N.T.S. D SH.3 \A 1 ; 1 8 " \A 1 ; 6 " \A 1 ; 8 " \A 1 ; 2 4 " \A1;12" I.D. EXISTING TANK ROOF CUT CIRCULAR HOLE IN EXISTING TANK ROOF AND INSTALL NEW TANK VENT ACCESS HATCH DETAIL N.T.S. E SH.3 \A1;6" STAINLESS STEEL BOLTS AND WASHERS WITH BRASS NUTS CUT CIRCULAR HOLE IN EXISTING TANK SHELL AND INSTALL AN ACCESS HATCH EXISTING TANK PERIMETER \A1;NEW {\H0.7x;\S3#8;}" THICK FULL CIRCLE NEOPRENE GASKET \A1;HANDLE SUMP DETAIL N.T.S. F SH.3 3'-0" \A1;8" DEEP SUMP, 24" IN DIAMETER 3 3 \A1;EXISTING TANK PERIMETER NOTE: 1.SUMP TO BE CONSTRUCTED OF {}" MILD STEEL AND COATED IDENTICAL TO THE INTERIOR 1 \A 1 ; 8 " \A1;SLURRY MIX BACKFILL \A1;24" SECTION N.T.S. 3 NOTE: 1.SUMP TO BE CONSTRUCTED OF {}" MILD STEEL AND COATED IDENTICAL TO THE INTERIOR OF THE TANK \A1;8" DEEP SUMP, 24" IN DIAMETER \pxqc;DIAMETER EXISTING TANK FLOOR {KEYED NOTES:} INSTALL 24" DIAMETER, 8" DEEP SUMP, ADJACENT TO NEW AND EXISTING ACCESS HATCHES. CAULK INTERIOR ROOF LAPPED SEAMS WITH SIKA FLEX-1A OR APPROVED EQUAL PRIOR TO PAINTING. 1 2 FIT-UP BOLTS TANK VENT, 18" DIAMETER STAINLESS STEEL BIRD SCREEN TANK VENT DETAIL N.T.S. H SH.3 \A 1 ; 2 4 " \A 1 ; 6 " \A 1 ; 8 "\A1;{\H0.7x;\S3#16;}"\A1;18" I.D. EXISTING TANK ROOF STAINLESS STEEL BIRD SCREEN SHEET NO. RE V I S I O N SCALE ACCORDINGLY IF NOT ONE INCH AT FULL SIZE DA T E ONE INCH 1" DATE: SCALE: DESIGNED BY: DRAWN BY: FILENAME: HWEI NO.: JULY 2026 CI T Y O F F A Y E T T E V I L L E , A R K A N S A S GO S H E N W A T E R S T O R A G E T A N K I M P R O V E M E N T S FO R : T H E C I T Y O F F A Y E T T E V I L L E OF 4 HA W K I N S - W E I R E N G I N E E R S , I N C . 2 0 2 6 c Va n B u r e n Fa y e t t e v i l l e Li t t l e R o c k (4 7 9 ) 4 7 4 - 1 2 2 7 (4 7 9 ) 4 5 5 - 2 2 0 6 (5 0 1 ) 3 7 4 - 4 8 4 6 w w w . h a w k i n s - w e i r . c o m Fo r t S m i t h (4 7 9 ) 2 4 2 - 4 6 8 5 EXTERIOR LADDER DETAIL N.T.S. I SH.3 RELOCATE AND EXTEND EXISTING LADDER TO GRADE EXTEND AND EXTEND EXISTING LADDER TO GRADE NOTES: 'B' 'A' 'C' 'D ' TO S U I T %%UTYPE "B" 1.UNDER VALVES, METERS OR OTHER SPECIAL APPURTENANCES, A FABRICATED SUPPORT PIECE MAY BE UTILIZED AS ACCEPTABLE TO ENGINEER. 2.ADJUSTABLE PIPE SUPPORT SHALL BE CONSTRUCTED OF GALVANIZED PIPE AND FITTINGS. 'U' BOLT PIPE SUPPORT GRINNELL FIG 259 OR EQUAL. 16-1/2 15-1/4 14 13-1/2 13-1/4 13 11-3/4 9-1/4 8-1/2 8-1/4 8 9 9 9 9 9 9 2-1/2 2-1/2 2-1/2 1-1/2 1-1/2 1-1/2 3 3 3 2-1/2 2-1/2 2-1/2 8 6 4 3-/12 3 2-1/2 D MAX D MIN CBA SIZE PIPE APPROX. DIMENSIONS IN INCHESADJUSTABLE PIPE SUPPORT \A1;1'-4" \A1;{\H0.7x;\S1#2;}" MILD STEEL REPAIR PLATE {NOTE:} 1.REPAIR PLATE TO BE COATED IDENTICAL TO THE TANK. \A1;FLOOR PLATE REMOVED FOR INSPECTION \A1;SLURRY MIX BACKFILL TANK FLOOR PLATE REPAIR DETAIL N.T.S. J SH.3 OVERFLOW PIPE DETAIL N.T.S.SH.3 K PIPE SUPPORT DETAIL N.T.S. K \A 1 ; 1 2 " M I N . \A1;REMOVE EXISTING INSECT SCREEN AND INSTALL STAINLESS STEEL #4 AND #24 MESH INSECT SCREENS \A1;PIPE SUPPORTS \A1;EXISTING OVERFLOW PIPE \A1;REPLACE HARDWARE WITH STAINLESS STEEL HARDWARE \A1;REPLACE HARDWARE WITH STAINLESS STEEL HARDWARE {NOTE:} 1.PAINT PIPE SUPPORTS AND OVERFLOW PIPE TO CONTRACTOR SHALL CONFIRM TANK VENT DIAMETER 6" MIN 1" MIN DRYPACK TYPE 316 SS ADHESIVE CAPSULE ANCHOR WITH 2 NUTS EACH. SIZE TO SUIT FLANGE. (TYP OF 4 AT 90%%D) (SEE NOTE 1 OF GENERAL NOTES) TANK INTERIOR SQUARE SQUARE REMOVE EXISTING TANK VENT AND INSTALL NEW TANK VENT 1 RE V I S E D P E R A D H C O M M E N T S ALUMINUM PRESSURE PALLET STYLE VENT WITH #24 MESH SCREEN \A 1 ; 2 4 " FURNISH AND INSTALL SAF-T-CLIMB OR APPROVED EQUAL CLIMB PROTECTION DEVICE FURNISH AND INSTALL SAF-T-CLIMB OR APPROVED EQUAL CLIMB PROTECTION DEVICE OVERFLOW PIPE DETAIL N.T.S. M SH.3 \A1;3 x 3 x {\H0.7x;\S1#4;} SQUARE TUBE \A1;1" SERRATED STEEL GRATING \A1;HANDRAIL WITH TOE BOARD \A1;LADDER \A1;HANDRAIL INSTALL OSHA COMPLIANT SWING GATE 4 4 LADDER PLATFORM SECTION N.T.S. 4 \A1;1" SERRATED STEEL GRATING \A1;3 x 3 x {\H0.7x;\S1#4;} SQUARE TUBE LADDER PLATFORMM LADDER #24 STAINLESS STEEL MESH SCREEN AP R . 2 9 , 2 0 2 6 1 1 \A1;12" MINIMUM \A1;CLEARANCE 1 \A 1 ; 1 ' - 4 " STEEL TAB FOR LOCKING CLOSURE EXPANDED METAL PANEL SUPPORT ANGLE LADDER CONNECTION TO TANK EXTERIOR STEEL TAB FOR LOCKING CLOSURESTEEL TAB FOR LOCKING CLOSURE \A1;6" MAX. \A 1 ; 2 ' - 9 " M A X . HINGE (TYP)HINGE (TYP) \A1;6" MAX. HEAVY-DUTY STAINLESS STEEL HINGE AT OPENING MINIMUM OF 4 TOTAL EQUALLY SPACED VERTICALLY \A1;EXPANDED METAL DIAMOND PATTERN McNICHOLS {\H0.7x;\S3#4;}" NO. 9 STANDARD PATTERN (OR EQUAL). 3-SIDED ENCLOSURE WITH HINGED OPENING FRONT PANEL AND MOUNTED STEEL LOCKING TAB {NOTES:} 1.FRAME OUT ENCLOSURE AND DOOR WITH 2 x 2 x {}" THICK STEEL ANGLES AND {}" THICK PLATE TO SUPPORT EXPANDED METAL PANELS. 2.UTILIZE GALVANIZED TAMPER PROOF 2 2 2 STAINLESS STEEL BIRD SCREEN STAINLESS STEEL BIRD SCREENALUMINUM PRESSURE PALLET STYLE VENT WITH #24 MESH SCREEN #24 STAINLESS STEEL MESH SCREEN #24 STAINLESS STEEL MESH SCREEN #24 STAINLESS STEEL MESH SCREEN 2 RE V I S E D P E R A D H C O M M E N T S {NOTES:} 1.CAP ALL SQUARE TUBE AND INSTALL DRAIN HOLES AT THE BOTTOM. 2.CONTINUOUSLY WELD ALL CONNECTIONS Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, AR Bid 2 6 -4 7 , Addendum 1 Page 1 | 2 Bid 26-47, Addendum 1 Date: Tuesday, August 4, 2026 To: All Prospective Vendors From: Kenny Fitch – 479.575.8258 – kfitch@fayetteville-ar.gov RE: Bid 26-47, Construction – Goshen Water Storage Tank Improvements This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Interested parties should indicate their receipt of same in the appropriate blank of the Bid. BIDDERS SHALL ACKNOWLEDGE THIS ADDENDUM ON THE DESIGNATED LOCATION ON THE BID FORM. 1. CLARIFCATIONS: a. As noted in Specification Section 01010 of the Project Manual, the tentative Notice to Proceed date is February 15, 2027, with 90 days allowed for Substantial Completion. The intention is to complete this project prior to Memorial Day and the start of the summer irrigation season. b. This project requires past experience with projects of similar scope. The requirements are defined in Specification Section 00140 of the Project Manual. c. As shown on Sheet 3 Section 2, four (4) sample plates are required to be removed from the existing tank floor to verify its condition prior to blasting. Two (2) of these sections shall be replaced with a sump to facilitate future cleaning. d. A line item has been added to require the removal of the existing pine trees on the south side of the tank and the grinding of the stumps. Plan Sheet 2 has been revised to show the tree removal and added as an attachment to this addendum. A revision to Section 01271 – Measurement and Payment has been included as an attachment to this addendum. e. As noted in Specification Section 09903-1.01.E of the Project Manual, a containment curtain is not required. However, the Contractor is required to contain all debris and paint overspray to within the project site. The other facilities on the site shall also be protected from paint overspray. A revision to Section 09903 – Potable Water Tank Coating has been included as an attachment to this addendum. f. Keyed Note 16 on Sheet 3 requires that the existing abandoned SCADA antenna mounted on the tank ladder be removed and disposed of. g. Lead paint testing results are included in Appendix B of the Project Manual. The samples for the tank included in this project are labeled Goshen East and Goshen West. h. The City has pre-purchased a Tideflex Tank Mixing System, and it is in storage at one of their facilities. A copy of the mixing system submittal is included as Appendix A of the Project Manual. The Contractor will be responsible for transporting the components to the site, assembling the equipment, and installing it in the tank. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, AR Bid 2 6 - 4 7 , Addendum 1 Page 2 | 2 2.LINE ITEMS: a.19) Tree Removal – This line item has been added with a quantity of 1 LS. 3.SUBSTITUTION: a.A Potable Water Tank Coating System from Sherwin-Williams has been approved as an equal substitute. A product specification has been included as an attachment to this addendum. 4.ATTACHMENTS: a.Attachment A – Pre-Bid Meeting Sign-In Sheet b.Attachment B – Revised Plan Sheet 2 c.Attachment C – Revised Section 01271 – Measurement and Payment d.Attachment D – Revised Section 09903 – Potable Water Tank Coating e.Attachment E – Sherwin-Williams Tank Coating Specification Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Attachment A: Pre-Bid Meeting Sign-In Sheet Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Va n B u r e n Fa y e t t e v i l l e Li t t l e R o c k (4 7 9 ) 4 7 4 - 1 2 2 7 (4 7 9 ) 4 5 5 - 2 2 0 6 (5 0 1 ) 3 7 4 - 4 8 4 6 w w w . h a w k i n s - w e i r . c o m Fo r t S m i t h (4 7 9 ) 2 4 2 - 4 6 8 5 1 1 1 Attachment B: Revised Plan Sheet 2 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT 01271-Measurement and Payment 01271-1 July 2026 PART 1 - GENERAL 1.1 SUMMARY A.This section includes delineation of measurement and payment criteria applicable to unit price work related to water and sewer, whether the unit price items are part of a unit price contract or are part of a Stipulated Price contract. B.Defect assessment and non-payment for rejected work. 1.2 AUTHORITY A.Measurement methods are delineated for each individual bid item under this section. B.The Engineer will take all measurements and compute quantities accordingly. C.Contractor shall assist by providing necessary equipment, workers, and survey personnel as required. 1.3 UNIT QUANTITIES SPECIFIED A.Quantities and measurements indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements supplied or placed in the Work and verified by the Engineer shall determine payment. B.If the actual Work requires more or fewer quantities than those quantities indicated, provide the required quantities at the unit prices contracted. 1.4 MEASUREMENT OF QUANTITIES A.Measurement by Weight: Items measured by weight will use specified standard handbook weights unless otherwise specified in this section for an individual item. B.Measurement by Volume: Unless herein noted differently, volume shall be measured by cubic dimension using mean length, width and height or thickness with survey chain, steel tape, approved distance meter, or by use of Total Surveying Stations and Engineering Software, as approved by Engineer. C.Measurement by Area: Unless herein noted differently, area shall be measured by square dimension using mean length and width or radius, with survey chain, steel tape, approved distance meter, or by use of Total Surveying Stations and Engineering Software, as approved by Engineer. D.Linear Measurement: Unless herein noted differently, linear measurements shall be measured at the item centerline or mean chord, with survey chain, steel tape, approved distance meter, or by use of Total Surveying Stations and Engineering Software, as approved by Engineer. E.Stipulated Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work. 1.5 PAYMENT A.Payment Includes: Except as modified herein, payment shall be full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. B.Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities accepted by the Engineer multiplied by the unit price for Work which is incorporated in or made necessary by the Work. Attachment C: Revised Section 01271 - Measurement and Payment Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-2 July 2026 1.6 DEFECT ASSESSMENT A.Replace the Work, or portions of the Work, not conforming to specified requirements. B.If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct the following remedy: 1.The defective Work will be repaired to the instructions of the Engineer, and the unit price will be adjusted to a new price at the discretion of the Engineer. C.The authority of the Engineer to assess the defect and identify payment adjustment is final. 1.7 NON-PAYMENT FOR REJECTED PRODUCTS A.Payment will not be made for any of the following: 1.Products wasted or disposed of in a manner that is not acceptable. 2.Products determined as unacceptable before or after placement. 3.Products not completely unloaded from the transporting vehicle. 4.Products placed beyond the lines, levels or boundaries of the required Work. 5.Products remaining on hand after completion of the Work. 6.Loading, hauling and disposing of rejected Products. 7.Work performed beyond the specified limits unless authorized by the Engineer. 1.8 BID ITEMS 1.Bonds and Insurance Payment for the above item will be paid for at the lump sum (LS) price bid. This item includes full compensation for the all bonds and insurance required by the Contract. 2.Mobilization Payment for the above item will be paid for at the lump sum (LS) price bid. The payment shall cover mobilization, as shown on the Plans and stated in the Specifications. This item includes full compensation for the Mobilization including all materials, labor, and equipment necessary for the Contractor to mobilize to the project site and prepare the site to begin the project. Mobilization may not exceed 5% of the total bid excluding bonds and insurance. 3.Furnish and Install all Work, Materials, Equipment, and Labor for the Cleaning and recoating of the interior of Existing 300,000-Gallon, Welded Steel, Ground Storage Tank with Final Disinfection and Ready for Normal Service as shown on the Plans and stated in the Specifications Payment for the above item will be paid for at a lump sum (LS) price bid. This item includes full compensation for the cleaning and recoating of the interior of the existing 300,000-gallon, welded steel, ground storage tank with final disinfection and ready for normal service as shown on the Plans and stated in the Specifications, including all labor, materials, and equipment. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-3 July 2026 4.Furnish and Install all Work, Materials, Equipment, and Labor for the Cleaning and Recoating of the Exterior of the Existing 300,000-Gallon, Welded Steel, Ground Storage Tank as shown on the Plans and stated in the Specifications Payment for the above item will be paid for at a lump sum (LS) price bid. This item includes full compensation for the cleaning and recoating of the exterior of the existing 300,000-gallon, welded steel, ground storage tank as shown on the Plans and stated in the Specifications, including all labor, materials, and equipment. 5.Installation of the Hydrodynamic Tank Mixing System Payment for the above item will be paid for at a lump sum (LS) price bid. This item includes full compensation for transporting and installing a tank mixing system pre- purchased by the Owner as shown on the Plans and stated in the Specifications, including header piping, fittings, pipe supports, inlet and outlet check valves, and for all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 6.Furnish and Install 12" Roof Vent with Cap and Screen Payment for the above item will be paid for at the price bid for each (EA) 12-inch aluminum pallet style steel roof vent with stainless steel screens installed, including cap and screen. This item includes full compensation for furnishing and installing each 12- inch stainless steel roof vent, including cap and screen installed as shown on the Plans and stated in the Specifications, including tank modifications, roof vent with screen, and for all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 7.Remove and Replace 18" Roof Vent Cap and Screen Payment for the above item will be paid for at the price bid for each (EA) 18" aluminum pallet style steel roof vent with stainless steel screens with cap and sleeve removed and replaced as shown on the Plans and stated in the specifications, including removal of the existing equipment, modifications to the existing tank connection, a new roof vent with screen, and for all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 8.Furnish and Install Interior Sump Payment for the above item will be paid for at the price bid for each (EA) interior sump installed. This item includes full compensation for furnishing and installing each interior sump as shown on the Plans and stated in the Specifications, including all materials, equipment, tools, labor, and incidentals necessary to complete the work. 9.Remove and Replace Floor Plate Samples Payment for the above item will be paid for at the price bid for each (EA) floor plate sample removed and replaced as shown on the Plans and stated in the Specifications. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-4 July 2026 10.Remove and Install Ladder, Ladder Platform, and Climb Protective Device Payment for the above item will be paid for at the price bid at a lump sum (LS) for the installation of the ladder extension, ladder platform, and climb protection device. This item includes full compensation for ladder relocated and installed, construction of the ladder platform, and construction of the climb protective device as shown on the Plans and stated in the Specifications as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 11.Furnish and Install Fall Protection Systems Payment for the above item will be paid for at the price bid for at a lump sum (LS) for all fall protection systems furnished and installed on interior and exterior of the tank. This item includes full compensation for Fall Protection System on interior and exterior ladders as well as the roof of the tank installed as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 12.Remove and Replace Existing Manway with 30" Manway Payment for the above item will be paid for at the price bid for each (EA) existing manway removed and replaced with a 30-inch Manway. This item includes full compensation for the removal of existing manways and replacement with 30" manways, including all other hardware, materials, equipment, tools, labor, and incidentals necessary to complete the work. 13.Furnish and Install Steel Handrail Payment for the above item will be paid for at the price bid for each linear foot (LF) of steel handrail furnished and installed. This item includes full compensation for the furnishing and installing of steel handrail as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 14.Remove Target Level Indicator Payment for the above item will be paid for at the price bid for each (EA) target level indicator removed. This item includes full compensation for the removal of each target level indicator, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 15.Remove SCADA Antenna Payment for the above item will be paid for at a lump sum (LS) bid for the removal of the SCADA antenna and associated conduit and appurtenances. This item includes full compensation for the removal the SCADA antenna, including new conduit, mounting brackets, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-5 July 2026 16. Furnish and Install Adjustable Pipe Supports on Tank Overflow Pipe Payment for the above item will be paid for at the price bid for each (EA) adjustable pipe support on tank overflow pipe furnished and installed. This item includes full compensation for each adjustable pipe support on tank overflow pipe installed as shown on the Plans and stated in the Specifications, including painting, mounting hardware and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 17. Clean and Recoat Existing Fire Hydrant Payment for the above item will be paid for at the price bid for each (EA) existing fire hydrant cleaned and recoated. This item includes full compensation for each existing fire hydrant cleaned and recoated as shown on the Plans and stated in the Specifications as well as all other materials, equipment, tools, labor, and incidentals necessary to complete the work. 18. Site Restoration Payment for the above items will be paid for at the lump sum (LS) price bid for site restoration. Payment shall be full compensation for site restoration, including demobilization, remedial site grading, seeding, mulching, and fertilizing of bare areas created as part of the project, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work and restore the site to a pre-construction condition. 19. Tree Removal Payment for the above item will be paid for at the lump sum (LS) price bid for site restoration. Payment shall be full compensation for tree removal, including removal and disposal of the trees, grinding of the stumps, and all other materials, equipment, tools, labor, and incidentals necessary to complete the work. There shall be no separate payment for all other labor, equipment, materials, incidentals, tools, appurtenances, permits and not specifically listed in the Bid Form work required for a complete installation acceptable to the City of Fayetteville Utilities. PART 2 - PRODUCTS Not Used PART 3 – EXECUTION Not Used END OF SECTION 01271 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements SECTION 01271 – MEASUREMENT AND PAYMENT (continued) 01271-Measurement and Payment 01271-6 July 2026 THIS PAGE INTENTIONALLY LEFT BLANK Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-1 July 2026 SECTION 09903 – POTABLE WATER TANK COATING PART 1 GENERAL 1.01 SCOPE OF WORK A.Furnish all labor, materials, equipment and incidentals required to prepare the surface and to coat the interior and the exterior of a 300,000-gallon welded steel ground water storage tank located in Goshen, Arkansas. B.The intent of the exterior surface preparation specification is to blast all surfaces in accordance with SSPC-SP6 Commercial Blast Cleaning. C.The intent of the interior surface preparation is to completely remove the existing coating by abrasive blasting to a near white metal finish in accordance with SSPC-SP10. D.The Contractor shall be responsible for all aspects of the project, including, but not limited to cleaning, sandblasting, power washing, collection and disposal of all blast and paint debris, repair, painting, disinfecting and testing of the tank. The Contractor shall be responsible for the tank from the time it is initially taken out of service until it is placed back into service and final acceptance is made. E.A containment curtain is not required however the Contractor is required to contain all debris and paint overspray to within the project site and protect the other facilities including the water pump station, standby generator, and propane tank from paint overspray. F.The Contractor shall be responsible for all costs associated with sampling, worker protection, environmental pollution control, handling of debris, laboratory analysis and waste disposal. Contractor is responsible for the removal and disposal of all blast and waste material in an approved landfill. 1.02 RELATED SECTIONS A.Section 01010 – Special Conditions B.Section 02515 – Disinfection of Water Storage Tanks C.Section 11268 – Reservoir Hydrodynamic Mixing System 1.03 RELATED WORK (TANK REPAIRS) A.All repairs shall be made in a manner to affect a permanent repair. Certified personnel shall perform welding. Welders must be certified by ASME requirements in all positions. Provide written documentation (in triplicate) to the Engineer pertaining to t he welder(s) current certification status. B.Care shall be taken to avoid damage to seams, plates and pipe connectors that could result in leakage. The Contractor shall guarantee the water tank to be free of leakage upon completion of his work. Attachment D: Revised Section 09903 - Potable Water Tank Coating Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-2 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) C.Any welding on the tank shall be in conformance with requirements of AWWA Standard for Welded Steel Tanks for Water Storage (AWWA D100). D.Install the following tank repairs and improvements: 1.Caulk interior roof lapped seams with Sika Flex-1A, Polyspec Thiokol 2235M, or approved equal (estimated at 1,000-linear feet). 2.Grind all sharp edges, weld splatters, and burrs flush. For example, grind burrs around the opening of the roof access hatch. 3.Fill sharp edges and pits less than 1/16-inch with TNEMEC Series 215 Surfacing Epoxy, Sherwin-Williams Steel Seam FT910, or approved equal. Weld pits deeper than 1/16-inch (estimated at 100-square inches). 4.Remove existing vent pipe and cover. Install new roof vent pipe with aluminum pressure pallet style vent with stainless steel insect screen and outer bird screen. 5.Install new stainless steel fall prevention safety cables and hardware on the exterior ladder. Provide the Owner with two (2) new complete sets of harnesses. Fall prevention system shall be Saf-T-Climb by Honeywell or Lad-Saf by 3M. 6.Install anchor point on the roof of the tank inside of the roof hatch. Provide the Owner with two (2) self-retracting lifelines with a minimum extension length of 45 feet. The anchor point shall be rated for a working load of 500 pounds. 7.Relocate and extend the existing exterior access ladder to the base of the tank and install fabricated steel climb prevention device at the base of the exterior ladder. 8.Install 42-inch-tall handrails around the perimeter of the top of the tank. An intermediate rail and 4-inch toeboard shall be provided. An opening for the ladder platform shall be provided and with an OSHA approved swing gate installed in the opening. 9.Remove the float, cable, guide rails, and tank level indicator. Grind all connection points flush to the tank. Plug and weld all openings. 10.Remove existing SCADA antennae, conduit, and electrical enclosure attached to the tank ladder rail. 11.Remove existing access hatches on the east and west sides of the tank and install new 30- inch diameter bolted flanged access hatch. A rubber gasket, stainless steel bolts, stainless steel washers, and brass nuts shall be provided. Contractor shall isolate the stainless steel bolts and hardware to prevent dissimilar metals from coming in contact with each other. 12.Install three (3) new 12-inch roof vent pipes with aluminum pressure pallet style vents with stainless steel bug screens on the outer section of the roof as shown on the plans. The covers shall be attached with a minimum of eight (8) stainless steel bolts and a rubber gasket shall be provided for each hatch. Contractor shall isolate the stainless steel bolts and hardware to prevent dissimilar metals from coming in contact with each other. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-3 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 13.Install 24-inch diameter sump adjacent to the existing access hatches. The sumps shall be 8 inches deep. Provide the sections of the existing floor plate that are removed to the Engineer for inspection. 14.Remove and replace two (2) 1-foot x 1-foot sections of floor plate, 90º and 270º from the access hatches. Provide the removed section of floor plates to the Engineer for inspection. 15.Remove all bolt heads from the interior roof plates and plug weld openings. Grind welds flush with surrounding plates. 16.Remove construction tabs from the top of the shell and grind attachment area flat. 17.Install a complete hydrodynamic tank mixing system connected to the existing tank inlet/outlet pipe. Refer to Section 11268, Reservoir Hydrodynamic Mixing System for additional details. The hydrodynamic tank mixing system has been pre-purchased by the Owner. 18.The exposed exterior concrete foundation shall be brush blasted and sealed with two coats of an elastomeric coating system. The interface between the steel tank flange and the concrete foundation shall be sealed with Dow Corning CWS caulk or Sherwin-Williams Loxon S1 Sealant. 19.Replace bolts and hardware on the roof hatch with stainless steel bolts and hardware. Contractor shall isolate the stainless steel bolts and hardware to prevent dissimilar metals from coming in contact with each other. 20.Clean and recoat the existing fire hydrant located to the north of the existing water storage tank. 1.04 SUBMITTALS A.Before beginning the work, the Contractor shall provide the Engineer with the following information: 1.Experience List – List a minimum of five (5) similar projects completed in an acceptable manner. List the name of tank Owner and Engineer. List the physical characteristics of the tank, site conditions, contact period, time of year work was completed, preparation requirements, coatings utilized to complete the project, and the dollar amount of the contract. 2.Name of the protective coating supplier and Manufacturer’s data for the paint system being used. Manufacturer’s descriptive data describing each product to include solids by volume, performance data, and Manufacturer’s recommendation for mixing, thinning, and curing 3.A listing of the specific products proposed for use including but not limited to abrasive materials, paint, solvents, thinners, etc. 4.Product data sheets for each of the proposed materials. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-4 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 5. Manufacturer’s certified test reports confirming compliance with the specified materials performance requirements. 6. Samples of the color of specified coatings for Owner approval. Only Manufacturer’s color charts are acceptable 7. Name and certifications of all testing laboratories. 1.05 REFERENCE STANDARDS A. Coating Manufacturer's printed instructions. B. American Society of Testing Materials (ASTM), latest edition. 1. ASTM B117 Standard Specification for Operating Salt Spray (FOG) Apparatus 2. ASTM D149 Standard Test Method for Dielectric Breakdown and Dielectric Strength of Solid Electrical Insulating Materials at Commercial Power Frequencies 3. ASTM D522 Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings 4. ASTM D523 Standard Test Method for Specular Glass 5. ASTM D2244 Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates 6. ASTM D3353 Standard Test Methods for Fibrous-Insulated Magnet Wire 7. ASTM D4060 Standard Test Method for Abrasion Resistance of Organic Coatings for the Taber Abraser 8. ASTM D4141 Standard Practice for Conducting Black Box and Solar Concentrating Exposures of Coatings 9. ASTM D4214 Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films 10. ASTM D4541 Standard Test Method of Pull-Off Strength of Coatings Using Portable Abrasion Testers 11. ASTM D4585 Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation C. American National Standards Institute/National Sanitation Foundation 1. ANSI/NSF Standard 61 Drinking Water System Components - Health Effects D. American Water Works Association (AWWA), latest edition. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-5 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 1. AWWA C652 Disinfection of Water Storage Facilities 2. AWWA D100 Welded Carbon Steel Tanks for Water Storage 3. AWWA D102 Coating Steel Water Storage Tanks 4. AWWA M2 Manual of Water Supply Practices: Steel Water Storage Tanks E.Code of Federal Regulations 1.29 CFR 1910 Occupational Safety and Health Standards (General Industry Standards) 2.29 CFR 1910.134 Respiratory Protection 3.29 CFR 1910.1020 Access to Employee Exposure and Medical Records 4.29 CFR 1910.120 Hazardous Waste Operations and Emergency Response 5.29 CFR 1926 Safety and Health Regulations for Construction (Construction Industry Standards) 6.40 CFR 50 National Primary and Secondary Ambient Air Quality Standards 7.40 CFR 261 Identification and Listing of Hazardous Waste 8.40 CFR 258 Criteria for Municipal Solid Waste Landfills F.Steel Structures Painting Council (SSPC) Manuals 1.SSPC Systems and Specifications, Vol. 2, Sixth Ed. 2.SSPC-PA2 Paint Thickness Measurement 3.SSPC-PA5 Guide to Maintenance Painting Programs 4.SSPC-Guide 6(CON)Guide for Containing Debris Generated During Paint Removal Operations 1.06 ENVIRONMENTAL CONDITIONS A.Provide adequate continuous ventilation and sufficient heating facilities to maintain temperatures above the minimum shown on the Manufacturer’s product data sheets. B.No coating shall be applied in inclement weather or when temperatures fall below that indicated for the specified coating products. C.Provide minimum 25-foot candles (270 lx.) of lighting on surfaces to be finished. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-6 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 1.07 PROTECTION AND SAFETY PRECAUTIONS A. Take all precautions necessary to avoid adversely affecting the surrounding environment with blast media or paint particle drift or overspray. All of the Contractor’s activities shall comply with federal, state and local requirements for environmental pollution control. B. Plug and protect the tank inlet/outlet and overflow pipe at all times during the execution of the work to prevent damage and the entrance of blast media and debris. C. Adequately protect other surfaces and level controls from paint and damage. Repair damage as a result of inadequate or unsuitable protection. D. All of the Contractor’s activities and equipment used on the jobsite must be in compliance with federal, state and local law. Defective or substandard equipment shall not be used. Hoists, ladders, electrical equipment, scaffolding and hand or power tools must meet safety standards. E. Submit current Manufacturer’s product data sheets as well as Material Safety Data Sheets. Also, have these documents available to Contractor’s employees at the job-site. F. Make sure Contractor’s employees are aware of any hazards particular to the job-site, as well as locations of first aid stations, emergency phone numbers and evacuation routes. G. Keep work area clean and safe. PART 2 PRODUCTS 2.01 GENERAL A. This specification is based on the use of coatings products as manufactured by TNEMEC or Sherwin-Williams (SW). The use of a Manufacturer’s name and product number is for the purpose of establishing the standard of quality desired. The Engineer shall be the sole authority in determining the acceptability of products other than that listed. B. Equivalent products by other Manufacturers are acceptable, providing they meet or exceed all performance criteria of the specified materials. No products shall be considered that would decrease film thickness or offer a change in generic type of coating specified. C. In the event the Contractor submits a different paint, the Contractor shall submit complete data with bid including performance data as determined by an independent testing laboratory and mark bid as alternate to base bid. The Contractor shall submit a price for base bid also in order for the Owner to review cost savings for using an alternate paint. D. The proposed coating system shall meet the requirements of AWWA D102 for Interior Coating System 5 (ICS-5) and Outside Coating System 4 (OCS-4). E. The interior coating system shall be ANSI/NSF 61/600 certified. F. Products for each specified function and system shall be of a single Manufacturer. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-7 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) G.Coatings shall be delivered in unbroken containers bearing the designated name, specification number, color, directions for use, Manufacturer, and date of manufacture. 2.02 MATERIALS A.Rust-inhibitive, zinc-rich urethane interior (potable water) and exterior primer: TNEMEC Series 91/93/94-H20-HYDRO-ZINC or Sherwin-Williams Corothane I Galvapac Series (B65 Series). B.Polyamidoamine epoxy interior (potable water) stripe coat: TNEMEC Series N140-15BL POTA- POX PLUS or Sherwin-Williams Sherplate 600 (B58-600 Series) C.Phenalkamine epoxy interior (potable water) intermediate coat: TNEMEC Series 21-39BL EPOXOLINE or Sherwin-Williams Sherplate 600 (B58-600 Series) D.Phenalkamine epoxy interior (potable water) finish coat: TNEMEC Series 21-WH16 EPOXOLINE or Sherwin-Williams Sherplate 600 (B58-600 Series) E.Solventless epoxy filler and surfacer for pit and seam repairs: TNEMEC Series 215 SURFACING EPOXY (for potable water contact) or Sherwin-Williams Steal-Seam FT910 (B58-910 Series) F.Flexible urethane caulking for roof seams: SIKA-FLEX 1A or Polyspec Thiokol 2235M. G.Urethane accelerator: TNEMEC Series 44-710 or Sherwin-Williams Quick-Thane Urethane Accelerator (B65V10). H.Fluoropolymer Exterior Topcoat Accelerator: Fluorokem HS 100 Accelerator (B65V12 Series). I.Aliphatic acrylic polyurethane gloss exterior intermediate coat: TNEMEC Series 73/1095-color ENDURA-SHEILD II or Sherwin-Williams Hi-Solids Polyurethane (B65-300 Series). J.Fluoropolymer polyurethane high gloss exterior finish coat: TNEMEC Series 700-color HYDROFLON or Sherwin-Williams Fluorokem HS 100 (B65-1580 Series). K.Reflective Glass Beads: Microcrystalline Ceramic Beads similar and equal to White Reflective Elements by 3M L.Exposed concrete surfaces above grade: TNEMEC Series 156 ENVIRO-CRETE or Sherwin- Williams Loxon XP (LX11 Series) 2.03 PRODUCT DELIVERY, STORAGE, AND HANDLING A.Deliver materials to job site in factory-sealed original-labeled containers. B.Store materials in a protected area at a temperature between 35°F and 110°F. C.Take precautionary measures to prevent fire hazards. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-8 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 2.04 MATERIALS PREPARATION A. Mix and thin materials according to Manufacturer’s latest printed instructions. B. Do not use materials beyond Manufacturer’s recommended shelf life. C. Do not use mixed materials beyond Manufacturer’s recommended pot life. PART 3 EXECUTION 3.01 GENERAL A. All Manufacturers' instructions shall be carefully followed in the preparation, application, curing or drying and handling of the paint. B. All prime, intermediate and finish coating materials shall be applied in different color shades. C. Paint shall be stored in a location that is protected from the elements, well-ventilated and free from excessive heat or open flame sources. D. The Contractor shall notify the Inspector two (2) hours prior to the application of paint, to allow for the observation of the steel surface preparation and of each coat of paint, before applying succeeding coats. Such observation will not relieve the Contractor of his obligations under the contract. Observations may be waived by written notice to the Contractor. E. Coating shall be performed by skilled workers using the materials and methods specified. 3.02 HEALTH AND SAFETY A. The Contractor shall comply with all regulations as established by the Occupational Safety and Health Act and other government authorities. Up to date Material Safety Data Sheets shall be available on site for all products used. Workers shall wear proper protection de vices. Where ventilation is used, all equipment shall be explosion proof. Temporary ladders and scaffolding systems shall conform to applicable safety requirements. It shall be the responsibility of the Contractor to adequately protect, shield or cover all structure, machinery, equipment and openings as required to prevent damage or contamination from the work procedures. The work area shall be kept clean at all times, consistent with the type of work being performed. B. It shall be the Contractor’s obligation to provide access to the Engineer and the representatives of Engineer for the purpose of inspection of work in progress. Adequate safety equipment and hoisting devices shall be provided by the Contractor for this purpose. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-9 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 3.03 SITE CONDITIONS A. The Contractor shall ensure that surface and ambient conditions are in accordance with the Manufacturer's instructions immediately prior to and during application and for the period of curing. No coatings shall be applied when the surrounding air temperature as measured in the shade is above or below the Manufacturer’s specifications. No coatings shall be applied when the temperature of the surface to be painted is below Manufacturer's recommended application temperature. Coating shall not be applied to wet or damp surfaces or when the ambient temperature is less than 5 degrees above the dew point. 3.04 PRE-WORK INSPECTION A. Examine surfaces to be coated and report conditions that would adversely affect appearance or performance of coating systems and which cannot be put into an acceptable condition by preparatory work specified in Section 3.05. B. Do not proceed with surface preparation and application until surface is acceptable and authorization to proceed is given by the Engineer. 3.05 SURFACE PREPARATION A. Interior Surface Preparation 1. Remove all oil, grease, soil, dirt, and other contaminants in accordance with SSPC-SP1 from the surface prior to blast cleaning. Weld slag, weld splatter, rough edges, and sharp edges of weld seams shall be ground smooth. All interior wet surfaces shall be abrasive blast cleaned to a SSPC SP-10 Near White Finish with a surface profile compatible with the paint Manufacturer's recommendations. A surface profile of 1.5 mils minimum is required. Immediately after blasting and before any rusting occurs, apply one coat of primer as per the interior coating specifications. B. Exterior Surface Preparation 1. Remove all oil, grease, soil, dirt, and other contaminants in accordance with SSPC-SP1 from the surface prior to blast cleaning. Weld slag, weld splatter, rough edges, and sharp edges of weld seams shall be ground smooth. All surfaces shall be abrasive blast cleaned to a SSPC- SP6 Commercial Blast Cleaning with a surface profile compatible with the paint Manufacturer's recommendations. A surface profile of 1.5 mils minimum is required. Immediately after blasting and before any rusting occurs, apply one coat of primer as per the exterior paint specifications. C. Field Surface Preparation 1. The Contractor shall remove all dust and blast products prior to coating application. Any damage to the steel such as pitting shall be inspected by the Engineer prior to coating. If damage is determined to be significant a program of repair may be required by the Engineer prior to proceeding. Extra compensation shall be allowable for such authorized repair. 2. Blasting shall not be performed when the surface temperature is less than 5°F above the dew point to prevent the formation of rust bloom. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-10 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 3.The compressed air used for blasting shall be free of water and oil. 4.All paint particles and used blast media containing paint particles shall be collected and removed from the tank site by the Contractor in accordance with Federal, State, and local requirements. 5.Where practical, the Contractor shall complete all welding and other interior and exterior repairs authorized by the Engineer, except for caulking, prior to applying the primer. 6.Interior and exterior welding, burning or repairs on or affecting previously blast cleaned areas shall be re-blasted to duplicate the surrounding area. D.Coating Application 1.Coating materials to be applied in successive coats as specified by the Manufacturer to attain the required dry film thickness for each system. Coatings are to be applied without sags, foreign materials contamination or blemishes. Coatings with such sags, runs, foreign materials contaminations or blemishes shall be removed and recoated at no additional cost to the Owner. 2.Prepare surface and touch-up welds, burned and abraded areas on primed steel with specified primer before applying field coats. 3.Mix, thin, and apply each coating at the rate and manner specified by the Manufacturer’s current product data sheet. 4.Finish coats shall be uniform in color and sheen without streaks, laps, runs, sags or missed areas. 5.Allow the interior coating to cure a minimum of seven (7) days before being subjected to immersion. E.Prime 1.Apply prime coat after blast cleaning and prior to flash rusting. If rust appears as a result of delay in primer application the surface shall be reblasted to specified surface preparation. A 6-inch strip of blasted uncoated bare steel shall be left between the primed area and the edge of the steel plate. 3.06 COATINGS A.Interior Coating 1.Welding – All weld repairs shall be performed prior to the application of the prime coat. 2.Caulk as required with TNEMEC Series 215 Surfacing Epoxy (for potable water contact) or Sherwin-Williams Steel-Seam FT910 (B58-910 Series). Include five (5) gallons in the base bid. Any unused product will be provided to the Owner. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-11 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 3.Prime Coat – Immediately after abrasive blasting and before any rusting occurs apply one coat of TNEMEC Series 91/93/94-H2O-HYDRO-ZINC or Sherwin-Williams Corothane I Galvapac Series (B65 Series) to all bare steel surfaces at a dry film thickness of 2.5 to 3.5 mils. 4.Stripe Coat – Following the prime coat, roller apply a coat of TNEMEC Series N140-15BL “Tank White” POTA-POX PLUS or Sherwin-Williams Sherplate 600 (B58-600 Series) Mill White to all weld seams and heavily pitted areas at a dry film thickness of 2.0 to 3.0 mils. 5.Intermediate Coat – Apply one complete coat of TNEMEC Series 21-39BL “Delft Blue” EPOXOLINE or Sherwin-Williams Sherplate 600 (B58-600 Series) Light Blue at a dry film thickness of 6.0 to 8.0 mils. 6.Finish Coat – Apply one complete coat of TNEMEC Series 21-WH16 “Off White” EPOXOLINE or Sherwin-Williams Sherplate 600 (B58-600 Series) Mill White at a dry film thickness of 6.0 to 8.0 mils. B.Exterior Coating 1.Prime Coat – Immediately after abrasive blasting and before any rusting occurs apply one coat of TNEMEC Series 91/93/94-H2O-HYDRO-ZINC or Sherwin-Williams Corothane I Galvapac Series (B65 Series) to all bare steel surfaces at a dry film thickness of 2.5 to 3.5 mils. 2.Intermediate Coat – Apply one complete coat of TNEMEC Series 73/1095 ENDURA- SHIELD II or Sherwin-Williams Hi-Solids Polyurethane (B65-300 Series) at a dry film thickness of 2.0 to 3.0 mils. Color shall be as recommended by the paint Manufacturer, but shall contrast in color to the finish coat. 3.Finish Coat – Apply one coat of TNEMEC Series 700 HYDROFLON or Sherwin-Williams Fluorokem HS 100 (B65-1580 Series) with a dry film thickness of 2.0 to 3.0 mils. The final coat color shall be selected and approved by the Owner. C.Exposed Concrete Above Grade 1.Two (2) Coats of TNEMEC Series 156 Enviro-Crete or Sherwin-Williams Loxon XP (LX11 Series) with a dry film thickness of 4 - 8 mils per coat. D.Fire Hydrant Coating 1.Prime Coat – Immediately after abrasive blasting and before any rusting occurs apply one coat of TNEMEC Series N140-15BL POTA-POX PLUS or Sherwin-Williams Sherplate 600 (B58-600 Series) to all bare steel surfaces at a dry film thickness of 4.0 to 6.0 mils. 2.Finish Coat – Apply one coat of TNEMEC Series 73 ENDURA-SHIELD II or TNEMEC Series 700 HYDROFLON or Sherwin-Williams Hi-Solids Polyurethane (B65-300 Series) with a dry film thickness of 2.0 to 3.0 mils. The final coat color shall be white and impregnated or coated with white reflective glass beads. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-12 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 3.07 INSPECTION A.Degree of surface cleanliness and blast profile of steel surfaces shall conform to the specifications detailed in Section 3.05 – SURFACE PREPARATION. Reference SSPC or NACE visual standards and consult Textex tape to verify anchor profile. B.Wet film thickness readings for successive coats shall be taken as soon as possible at a frequency of at least one per 100 square feet. C.Dry film thickness reading of steel surfaces shall be taken prior to the application of successive coats with a nondestructive magnetic type gauge in accordance with SSPC-PA-2. D.All interior coated steel surfaces shall receive holiday testing with a Tinker and Rasor Model M - 1, or equivalent, low voltage holiday detector. Any areas failing this test shall be marked and receive an additional repair coat in accordance with Section 3.06.A – INTERIOR COATING until satisfactory test results are achieved. E.The final film is to be visually inspected and should be free of sags, runs, wrinkles and other excessive film-build characteristics and surface debris. F.The Contractor shall maintain a contemporaneous daily inspection log to be used as a permanent record for the project and to compliment the periodic inspections by the Owner’s representative. The Contractor’s inspection log shall include: 1.Daily record of material stored and used on-site. 2.Ambient conditions: minimum of three measurements daily of air and surface temperature, dew point, wind speed and direction, precipitation, etc. 3.Production record: personnel on-site, hours worked, location of surface preparation and painted areas, and material used at each work area. 4.In-process quality control observations as described in this section to include surface cleanliness, surface profile, wet film thickness, visual defects, time between cleaning and priming, and time between coats. G.The Contractor’s daily inspection log shall be made available at any time to the Owner or their representative and an updated copy shall be included with each pay request. 3.08 ACCEPTANCE OF WORK A.All surface preparation and repairs shall be approved by the Engineer before primer is applied. The Contractor shall request acceptance of each coat before applying next coat and shall correct work that is not acceptable and request re-inspection. All rigging is to remain in place, and Contractor shall aid in the use of rigging for all inspections by Owner’s Representative. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-13 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) 3.09 CLEANING AND DISINFECTION A. Cleaning: After painting, remove all scaffolding, planks, tools, rags, blast media, and all other materials not part of the structural or operating facilities of the tank. Thoroughly clean and wash the walls, floor, root, and operating facilities of the tank by use of a high-pressure water jet, sweeping, scrubbing, and other effective means. Flush out and otherwise remove from the tank all water, debris, and foreign materials accumulated during the cleaning operation. Thoroughly clean and flush out the bottom of the tank and the inlet/outlet pipe. B. After coating is completed, and curing has occurred in accordance with Manufacturer’s recommendations, the tank shall be disinfected in accordance with AWWA C652 by Chlorination Method 2. C. Chemicals and Equipment: Provide all necessary chlorine bearing compounds, solution tank, pumps, hoses, mops, and other items required for cleaning, disinfection, and flushing operations. D. The Contractor shall submit samples of water for bacteriological analysis to the Arkansas State Department of Health and satisfactory results shall be received before the tank may be placed into service. Identification code for bacteriological analyses shall be provided by the Owner. A minimum of two (2) safe samples shall be collected on two (2) successive calendar days as evidence of satisfactory disinfection. E. No separate payment will be made for disinfection and testing. No more than 90% payment less applicable retainage will be made before acceptable disinfection is accomplished. F. All water for testing and disinfection shall be furnished by the Owner. Water required for retesting and re-disinfection shall be paid by the Contractor in accordance with the Owner’s current water rate schedule. Payment shall be withheld from funds due. G. The tank shall not be placed into normal service without the approval of the Owner and the Engineer. 3.10 CLEANUP A. After completion of coating, remove all traces of splashed materials, coating droppings, and spots from finished and adjacent surfaces. B. All over application to concrete foundations, vaults identification plates, electrical boxes and so forth shall be removed. C. After all work under this contract has been completed, remove all debris and leave site in a preconstruction condition. 3.11 GUARANTEE A. The Contractor shall guarantee his work for a period of no less than two years to the extent that he shall repair any defects due to faulty workmanship or materials that may appear on the structure during this period. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 City of Fayetteville, Arkansas Goshen Water Storage Tank Improvements 09903-Potable Water Tank Coating 09903-14 July 2026 SECTION 09903 – POTABLE WATER TANK COATING (continued) B.A second-year anniversary inspection shall be conducted by the Owner or Representative with the Contractor present in accordance with AWWA Standard D102-24, Section 5.2. C.The paint Manufacturer shall furnish an extended 15-year material warranty to the Owner for color and gloss retention for the exterior coating system in accordance with ASTM D2244, ASTM D523 at 60 degrees, and ASTM D4214. The Contractor shall prepare and submit any samples or test plates as well as any needed documentation required to establish this warranty. 3.12. GRAPHICS A.Per the Owner, there will be no graphics painted on the exterior of the tank. END OF SECTION 09903 Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Scott Keith Ι Asset Protection Manager- Water Infrastructure Ι The Sherwin-Williams Company Ι Protective Coatings Division Ι 101 W. Prospect Ave. Ι Cleveland, OH 44115 Ι Mobile: 417-825-2175 Ι scott.keith@sherwin.com Page 1 of 2 COATING SYSTEMS A.Material Sources: 1.All materials supplied on this submittal are manufactured by the Sherwin Williams Co. (SW) and provide equivalent or improved performance to the materials originally specified. Sherwin Williams is an approved manufacturer on this specification, and this submittal provides systems where SW specific products are not shown. B.Tank Interior Coating Systems 1. Interior Coating Sequence Description DFT or Coverage Surface Preparation SSPC-SP10/NACE 2 with 2.0-3.0 mil angular profile First Coat Sherwin-Williams Corothane I Galvapac 1K (B65G11)2.5-3.5 mils DFT Patch & Repair (as needed) Sherwin-Williams Steel-Seam FT910 (B58-910 Series) 5.0-500.0 mils DFT As Needed Stripe Coat Sherwin-Williams Sherplate 600 (B58-600 Series) Second Coat Sherwin-Williams Sherplate 600 (B58-600 Series)6.0-8.0 mils DFT Finish Coat Sherwin-Williams Sherplate 600 (B58-600 Series)6.0-8.0 mils DFT Notes Contractor shall alternate colors between coats. Finish color shall be Mill White PRODUCT SUBMITTAL Potable Water Tank Coating SPECIFICATION 09 90 03 PROJECT Goshen Water Storage Tank Improvements ENGINEER Hawkins-Weir Engineers, Inc CONTRACTOR SUBMITTAL DATE 07/28/2026 Attachment E: Sherwin-Williams Tank Coating System Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 Scott Keith Ι Asset Protection Manager- Water Infrastructure Ι The Sherwin-Williams Company Ι Protective Coatings Division Ι 101 W. Prospect Ave. Ι Cleveland, OH 44115 Ι Mobile: 417-825-2175 Ι scott.keith@sherwin.com Page 2 of 2 C. Tank Exterior Coating Systems 1. Exterior Tank Coating Sequence Description DFT or Coverage Surface Preparation SSPC-SP6/NACE 3 with 1.5-2.5 mil angular profile First Coat Sherwin-Williams Corothane I Galvapac 1K (B65G11) 2.5-3.5 mils DFT Second Coat Sherwin-Williams Hi-Solids Polyurethane Gloss (B65-300 Series) 3.0-5.0 mils DFT Third Coat Sherwin-Williams Fluorokem HS 100 Gloss (B65-1580 Series) 2.0-3.0 mils DFT Notes Color to be chosen by owner 2. Exposed Concrete Above Grade Sequence Description DFT or Coverage Surface Preparation SSPC- SP13/ NACE 6 Second Coat Loxon XP Waterproofing Masonry Coating 6.5-8.4 mils DFT Third Coat Loxon XP Waterproofing Masonry Coating 6.5-8.4 mils DFT Notes Color to be chosen by owner 3. Fire Hydrant Coating Sequence Description DFT or Coverage Surface Preparation- Ductile Abrasive Blast in accordance with NAPF 500-03-04 First Coat Sherwin-Williams Macropoxy 646 5.0-10.0 mils DFT Topcoat Sherwin-Williams Sher-Loxane 800 (B80-500 Series) 4.0-6.0 mils DFT Notes Final color shall be white and impregnated with reflective glass beads Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560 C i t y o f F a y e t t e v i l l e , A R B i d 2 6 - 4 7 , A d d e n d u m 2 P a g e 1 | 1 Bid 26-47, Addendum 2 Date: Wednesday, August 12, 2026 To: All Prospective Vendors From: Kenny Fitch – 479.575.8258 – kfitch@fayetteville-ar.gov RE: Bid 26-47, Construction – Goshen Water Storage Tank Improvements This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Interested parties should indicate their receipt of same in the appropriate blank of the Bid. BIDDERS SHALL ACKNOWLEDGE THIS ADDENDUM ON THE DESIGNATED LOCATION ON THE BID FORM. 1. QUESTIONS: a. How many trees will need to be removed from the site? • There are a total of four pine trees with diameters of 8”, 8”, 10”, and 16” to be removed. b. Who will be performing coatings inspections? • Hawkins-Weir Engineers will be providing inspection services for this project. c. Are there any antennas on the tank besides SCADA and if so, who is responsible for removing/protecting them? • The SCADA antenna is the only antenna on the tank. d. Regarding Specification 09903-3, can you confirm if the contractor will be installing only valves/nozzles to the existing interior piping system? If not, what additional materials are required for a complete installation? • The Contractor shall be responsible for installing the complete tank mixing system that has been pre-purchased by the City. As shown in the Contract Documents, this will include connecting to the existing inlet/outlet pipe, installing the tank mixing system piping, valves, and fittings, and installing the required pipe supports. The submittal drawings for the Tank Mixing System are included in the Project Manual. Docusign Envelope ID: 31DA20AA-33C2-80B3-8032-527BF76C6560