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HomeMy WebLinkAbout084-26 RESOLUTIONFile Number: 2026-87 4 A RESOLUTION TO AWARD BID26-25 AND APPROVE A CONTRACT WITH SOUTHERN BROTHERS CoNSTRUCTION, LLC IN THE AMOUNT OF $180,977.00 FOR THE INSTALLATION OF A FUELING STATION AT THE FAYETTEVILLE POLICE DEPARTMENT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $38,OOO.OO, AND TO APPROVE A BUDGET AMENDMENT WHEREAS, the original design for the Fayetteville Police Department headquarters included an on-site fueling station to support continuous operations and reduce long-term fueling costs but it was removed because of inflation-related cost increases during construction; and WHEREAS, since opening the new facility in May of 2023, the FPD has relied on off-site commercial and city-owned fueling stations, which present on going operational, logistical, and fiscal limitations; and WHEREAS, off-site fueling reduces patrol efficiency and limits the department's ability to monitor usage and increases long-term costs through higher per-gallon prices and transaction fees; and WHEREAS, installing a fueling station will enhance daily operations, improve fleet management, and reduce recurring costs. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section l: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid 26-25 and authorizes a contract with Southem Brothers Construction, LLC in the amount of $180,977.00 for the installation of a fueling station at the Fayetteville Police Department, and further authorizes a project contingency in the amount of $38,000.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget amendment, a copy of which is attached to this Resolution. PASSED and APPROVED on April 7 ,2026 Attest: Molly Rawn,Kara A (lxS 1 13 West Mountain Street Fayetteville, AR 72701 (47e) s75-8323 Resolution z 84-26 Page L CITY COUNCIL MEMO 2026-874 MEETING OF APRIL 7, 2026 TO: Mayor Rawn and City Council THROUGH: Keith Macedo, Chief of Staff Chris Brown, Public Works Director Byron Humphry, Director of Park Operations and Facilities FROM: Quin Thompson, Facilities & Bldg Maint Manager SUBJECT: Resolution to award Bid 26-25 and authorize a contract with Southern Brothers Construction, LLC for installation of a fueling station at the Fayetteville Police Department; approval of a project contingency; and approval of a budget amendment. RECOMMENDATION: Staff recommends approval of a resolution to award Bid 26-25 and authorize a contract with Southern Brothers Construction, LLC in the amount of $180,977.00 for the installation of a fueling station at the Fayetteville Police Department; approval of a contract contingency of $38,000.00; and approval of a budget amendment. BACKGROUND: The original design for the Fayetteville Police Department (FPD) headquarters included an on-site fueling station to support continuous operations and reduce long-term fueling costs. Inflation-related cost increases during construction led to the station being removed from the project. Since opening the new facility in May of 2023, the FPD has relied on off-site commercial and city-owned fueling stations, which present on-going operational, logistical, and fiscal limitations. Off-site fueling reduces patrol efficiency. Officers must pause service to access commercial fueling stations, often during shift changes or peak demand periods. These refueling stops extend downtime, reduce street presence, and delay availability for calls and response times. Additionally, commercial fueling limits the department' s ability to monitor usage and increase long-term costs through higher per-gallon prices and transaction fees. This proposal funds a secure, department-controlled fueling station that enhances daily operations, improves fleet management, and reduces recurring costs. Specific benefits include: • Cost Efficiency: Bulk fuel purchasing reduces per-gallon rates and eliminates transaction fees from retail vendors. • Response Time: On-site fueling minimizes time off-patrol and ensures faster vehicle turnover during shift transitions and emergencies. • Fleet Oversight: Centralized fueling allows for detailed usage tracking by vehicle and officer, helping flag inefficiencies and vehicle maintenance needs. • Operational Security: Vehicles refuel within a secure facility, reducing exposure of police equipment Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 and increasing officer safety. DISCUSSION: The project was advertised and bid through the Procurement Division. Five bids were received, with Southern Brothers Construction, LLC being the low bid. BUDGET/STAFF IMPACT: This project will be funded through Police Impact Fees. ATTACHMENTS: 3. Staff Review Form, 4. Budget Amendment, 5. Bid 26-25 Contract, 6. Appendix A - Bid Tabulation, 7. Appendix B - City Issued Bid, 8. Appendix C - Southern Brothers Bid Submittal Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Legislation Text File #: 2026-874 A RESOLUTION TO AWARD BID 26-25 AND APPROVE A CONTRACT WITH SOUTHERN BROTHERS CONSTRUCTION, LLC IN THE AMOUNT OF $180,977.00 FOR THE INSTALLATION OF A FUELING STATION AT THE FAYETTEVILLE POLICE DEPARTMENT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $38,000.00, AND TO APPROVE A BUDGET AMENDMENT WHEREAS, the original design for the Fayetteville Police Department headquarters included an on-site fueling station to support continuous operations and reduce long-term fueling costs but it was removed because of inflation-related cost increases during construction; and WHEREAS, since opening the new facility in May of 2023, the FPD has relied on off-site commercial and city-owned fueling stations, which present on going operational, logistical, and fiscal limitations; and WHEREAS, off-site fueling reduces patrol efficiency and limits the department’s ability to monitor usage and increases long-term costs through higher per-gallon prices and transaction fees; and WHEREAS, installing a fueling station will enhance daily operations, improve fleet management, and reduce recurring costs. NOW, THEREFORE, 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 26-25 and authorizes a contract with Southern Brothers Construction, LLC in the amount of $180,977.00 for the installation of a fueling station at the Fayetteville Police Department, and further authorizes a project contingency in the amount of $38,000.00. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget amendment, a copy of which is attached to this Resolution. Page 1 City of Fayetteville Staff Review Form 2026-874 Item ID 4/7/2026 City Council Meeting Date - Agenda Item Only N/A for Non-Agenda Item QUIN THOMPSON Submitted By 3/17/2026 Submitted Date Action Recommendation: FACILITIES MANAGEMENT (140) Division / Department Staff recommends approval of a resolution to award Bid 26-25 and authorize a contract with Southern Brothers Construction, LLC in the amount of $180,977.00 for the installation of a fueling station at the Fayetteville Police Department, approval of a contract contingency of $38,000.00, and approval of a budget amendment. Budget Impact: 2300.200.9300-5804.00 Impact Fees Account Number Fund 07001.2501 Police Impact Fee Impr, Police Fueling Station Project Number Project Title Does item Is a Budget Am $306.00 Budgeted Item? have a direct cost? endment attached? Yes Yes Yes Total Amended Budget Expenses (Actual+Encum) Available Budget Item Cost Budget Amendment Remaining Budget $ 218,154.00 $ 214,905.15 $ 3,248.85 $ 218,977.00 $ 218,977.00 $ 3,248.85 Purchase Order Number: Previous Ordinance or Resolution # 298-25 Change Order Number: Approval Date: Original Contract Number: Comments: City of Fayetteville, Arkansas - Budget Amendment/Adjustment (Agenda) Budget Year 2026 Division /Org2 Requestor: FACILITIES MANAGEMENT (140) Quin Thompson BA Number BUDGET AMENDMENT/ADJUSTMENT DESCRIPTION: Staff recommends approval of a resolution to award Bid 26-25 and authorize a contract with Southern Brothers Construction, LLC in the amount of $180,977.00 for the installation of a fueling station at the Fayetteville Police Department, approval of a contract contingency of $38,000.00, and approval of a budget amendment. COUNCIL DATE: ITEM ID#: 4/7/2026 2026-874 Holly Black 3/17/2026 4:27 PM Budget Division Date TYPE: D - (City Council) JOURNAL #: RESOLUTION/ORDINANCE TOTAL 218,977 218,977 Increase / (Decrease) Account Number Expense RevenueGLACCOUNT EXPENSE REVENUE 2300.200.9300-5804.00 180,977 - 2300.200.9300-5911.99 38,000 - 2300.200.9300-4999.99 -218,977 -- GLDATE: CHKD/POSTED: Project.Sub# Project Sub.Detl ATPROJECT SUB AT 07001 2501 EX 07001 2501 EX RE / Account NameDESCRIPTION Building Costs Contingency - Capital Project Use Fund Balance - Current v.202635 X -- -- -- -- -- -- -- -- -- -- -- -- -- 1 of 2 -- -- Account NumberGLACCOUNT Increase / (Decrease) Expense RevenueEXPENSE REVENUE Project.Sub# Project Sub.DetlPROJECT SUB ATAT Account NameDESCRIPTION X -- -- 2 of 2 7 April 3. Notices: Any notice required under this Agreement shall be in writing, address to the appropriate party at the following addresses: a. City of Fayetteville: 113 W. Mountain Street, Fayetteville, AR 72701 b. Contractor: Southern Brothers Construction, LLC, 2156 E. Emma Avenue, Springdale, AR 72764 4. General Conditions: a. ETHICS: Ail parties shall perform with integrity. Each shall avoid conflicts of interest and promptly disclose to any other part any conflicts that may arise. All parties warrant that it has not and shall not pay or receive any contingent fees or gratuities to or from any other party, including agents, officer's employers, Subcontractors, Sub -subcontractors, Suppliers, Volunteers, Elected Officials, or Others to secure preferential treatment. b. Workmanship: The Work shall be executed in accordance with the Contract Documents in a workmanlike manner. All materials used in the Work shall be furnished in sufficient quantities to facilitate the proper and expeditious execution of the Work and shall be new except as otherwise provided in the Contract Documents. c. MATERIALS FURNISHED BY OWNER OR OTHERS: If the Work includes installation of materials or equipment furnished by City or Others, it shall be the responsibility of the Contractor to examine the items so provided and thereupon handle, store, and install the items, unless otherwise provided in the Contract Documents, with such skill and care as to provide a satisfactory and proper installation. Loss or damage due to acts or omissions of the Contractor shall be the responsibility of Contractor and may be deducted from any amounts due or to become due. Any defects discovered in such materials or equipment shall be reported at once to the City and the City's contracted third -party Design Professional. Following receipt of written notice from Contractor of defects, City and Design Professional shall promptly inform the City what action, if any, Contractor shall take with regard to the defects. d. WORKSITE VISIT: Contractor acknowledges that it has visited, or has had the opportunity to visit, the Worksite to visually inspect the general and local conditions which could affect the Work. e. Contractor shall perform all duties and responsibilities necessary to coordinate the various parts of the Work and to prepare its Work for the work of City or Others. L Cutting, patching, or altering the work of City or Others shall be done with the prior written approval of City and Design Professional. Such approval shall not be unreasonably withheld. f. COMPLIANCE WITH LAWS: Contractor shall comply with all the Law at its own cost. Contractor shall be liable to City for all loss, cost, or expense attributable to any acts or omissions by Contractor its employees, subcontractors, suppliers, and agents for failure to comply with Laws, including fines, penalties, or corrective measures. g. COST OF CORRECTING DAMAGED OR DESTROYED WORK: With regard to damage or loss attributable to the acts or omissions of City or Others and not to Contractor, City may either (a) promptly remedy the damage or loss and assume affected warranty responsibilities, (b) accept the damage or loss, or (c) issue a Change Order to remedy the damage or loss. If Contractor incurs costs or is delayed due to such loss or damage, Contractor may seek an equitable adjustment in the Cost of the Work, Date of Substantial Completion or Date of Final Completion. Any equitable adjustment shall be approved by all parties. h. Taxes and Permits: Contractor shall give public authorities all notices required by law and shall obtain and pay for all necessary permits, licenses, and renewals pertaining to the Work. Contractor shall provide to City copies of all notices, permits, licenses, and renewals required under this Agreement. i. Contractor shall pay applicable taxes and permit fees associated with the entire project. CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 2 of 20 City of Fayetteville, AR DISCOUNTS: All discounts for prompt payment shall accrue to City. All trade discounts, rebates, and refunds, and all returns from sale of surplus materials and equipment, shall be credited to the Cost of the Work, or directly to the City after final payment. j. City may occupy or use completed or partially completed portions of the Work when (a) the portion of the Work is designated in a Certificate of Substantial Completion, (b) appropriate insurer(s) consent to the occupancy or use, and (c) public authorities authorize the occupancy or use. Contractor shall not unreasonably withhold consent to partial occupancy or use. k. EXTENT OF AGREEMENT: Except as expressly provided, this Agreement is for the exclusive benefit of all Parties, and not the benefit of any third party. This Agreement represents the entire and integrated agreement between the Parties, and supersedes all prior negotiations, representations, or agreements, either written or oral. This Agreement and each and every provision is for the exclusive benefit of all Parties and not for the benefit of any third party. I. ASSIGNMENT: Except as to the assignment of proceeds, no Party shall assign their interest in this Agreement without the written consent of the other Party. The terms and conditions of this Agreement shall be binding upon all Parties, their partners, successors, assigns, and legal representatives. No Party shall assign the Agreement without written consent of the other. m. Where figures are given, they shall be preferred to scaled dimensions. n. The drawings and specifications are complementary. If Work is shown only on one but not on the other, Contractor shall perform the Work as though fully described on both. Contractor shall seek clarification from the City or the City's third -party Design Professional for any discrepancies. o. In case of conflicts between the drawings and specifications, the specifications shall govern unless otherwise stated in the bidding documents. In any case of omissions or errors in figures, drawings, or specifications, Contractor shall immediately submit the matter to City and Design Professional for clarification. The City's clarifications are final and binding, which may include third -party Design Professional content. p. DEBARMENT AND SUSPENSION: By execution of this agreement, Contractor certifies that to the best of its knowledge and belief that the Contractor and its principals: I. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; ii. Have not within a three year period preceding this proposal been convicted of or had a civil judgment 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; iii. 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 (2) of this certification; and iv. (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. v. Contractor understands that a false statement on 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 $50,000. CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 3 of 20 City of Fayetteville, AR vi. Certifications for subcontracts or sub -subcontracts executed under this agreement shall include all language in this section. 5. Definitions: a. Unless otherwise specifically defined in this Agreement, any terms that have well-known technical or trade meanings shall be interpreted in accordance with their well-known meanings. b. "Business Day" means all Days, except weekends and official federal or state holidays where the Project is located. c. A Change Order is a written order signed by all Parties after execution of this Agreement, indicating changes in the scope of the Work, and Date of Substantial Completion or Date of Final Completion. d. "Contract Time" is the period between the Date of Notice to Proceed and the total time authorized to achieve Final Completion. e. "Cost of the Work" means the total costs and discounts charged to the City. f. The "Contractor" is the person or entity identified in this contract and includes Contractor's Representative. g. "Day" means a calendar day unless otherwise specified. h. "Defective Work" is any portion of the Work that that does not conform with the requirements of the Contract Documents. i. "Design Professional" means the licensed architect or engineer retained by the City and its subconsultants, to perform design services for the Project. j. Final Completion occurs on the date when Contractor's obligations under this Agreement are complete and accepted by City and final payment becomes due and payable. This date shall be confirmed by a Certificate of Final Completion signed by all Parties. k. "Hazardous Material" is any substance or material identified now or in the future as hazardous under the Law, or any other substance or material that may be considered hazardous or otherwise subject to statutory or regulatory requirement governing handling, disposal, or cleanup. 1. "Interim Directive" is a written order containing change to the Work directed by and in consultation with City and Design Professional after execution of this Agreement and before Substantial Completion. Interim Directives shall be consolidated and formalized in a change order to be signed by all parties. m. "Law" means federal, state, or local laws, ordinances, codes, rules, and regulations applicable to the Work with which Contractor must comply that are enacted as of the Agreement date. n. "Others" means City s other: (a) contractors/constructors, (b) suppliers, (c) subcontractors, sub - subcontractors, or suppliers of (a) and (b); and others employed directly or indirectly by (a), (b), or (c) or any by any of them or for whose acts any of them may be liable. o. "Overhead" means (a) payroll costs, burden, and other compensation of Contractor's employees in Contractor's principal and branch offices for work associated with this project. P. "Owner" is the City of Fayetteville, Arkansas (City). q. The "Owner's Program" is an initial description of Owner's objectives, including budgetary and time criteria, space requirements and relationships, flexibility and expandability requirements, special equipment and systems, site requirements, and any requirements for phased occupancy. r. The "Parties" are collectively City and Contractor. CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 4 of 20 City of Fayetteville, AR s. The "Project," is the building, facility, or other improvements for which Contractor is to perform Work under this Agreement. It may also include construction by Owner or Others. t. The "Schedule of the Work" is the document prepared by Contractor that specifies the dates on which Contractor plans to begin and complete various parts of the Work, including dates on which information and approvals are required from City. u. "Subcontractor" is a person or entity retained by Contractor as an independent contractor to provide the labor, materials, equipment, or services necessary to complete a specific portion of the Work. The term Subcontractor does not include Design Professional or Others. v. "Substantial Completion" of the Work, or of a designated portion, occurs on the date when the Work is sufficiently complete in accordance with the Contract Documents so that City may occupy or utilize the Work, or a designated portion, for the use for which it is intended, without unapproved disruption. This date shall be confirmed by a certificate of Substantial Completion signed by all Parties. w. A "Sub -subcontractor" is a person or entity who has an agreement with a Subcontractor or another sub - subcontractor or Supplier to perform a portion of the Subcontractor's Work or supply material or equipment. x. A "Supplier" is a person or entity retained by Contractor to provide material or equipment for the Work. y. "Terrorism" means a violent act, or an act that is dangerous to human life, property, or infrastructure, that is committed by an individual or individuals and that appears to be part of an effort to coerce a civilian population or to influence the policy or affect the conduct of any government by coercion. Terrorism includes, but is not limited to, any act certified by the United States government as an act of terrorism pursuant to the Terrorism Risk Insurance Act, as amended. z. "Work" means the construction services necessary or incidental to fulfill Contractor's obligations for the Project in accordance with and reasonably inferable from the Contract Documents. The Work may refer to the whole Project or only a part of the Project if work is also being performed by Owner or Others. aa. "Worksite" means the area of the Project where the Work is to be performed. bb. "Bi-monthly basis" means every fourteen to sixteen calendar days. Contract Document Review and Administration a. Before commencing the Work, Contractor shall examine and compare the drawings and specifications with information furnished by the City and Design Professional that are considered Contract Documents, relevant field measurements made by Contractor, and any visible conditions at the Worksite affecting the Work. b. Should Contractor discover any errors, omissions, or inconsistencies in the Contract Documents, Contractor shall promptly report them to the City and Design Professional. Following receipt of written notice from Contractor of defects, City shall promptly inform Contractor what action, if any, Contractor shall take with regard to the defect. c. Nothing in this section shall relieve Contractor of responsibility for its own errors, inconsistencies, or omissions. d. COST REPORTING: Contractor shall maintain complete, accurate, and current records that comply with generally accepted accounting principles and calculate the proper financial management under this Agreement. Contractor shall maintain a complete set of all books and records prepared or used by Contractor with respect to the Project. City shall be afforded access to all of Contractor's records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to this CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 5 of 20 City of Fayetteville, AR Agreement. Contractor shall preserve all such records for a period of three years after the final payment or longer where required by Law. 7. Warranty a. Contractor warrants all materials and equipment furnished under the Construction Phase of this Agreement will be new unless otherwise specified, of good quality, in conformance with the Contract Documents, and free from defective workmanship and materials. At City or Design Professional request, Contractor shall furnish satisfactory evidence of the quality and type of materials and equipment furnished. Contractor further warrants all Work shall be free from material defects not intrinsic in the design or materials required in the Contract Documents. Contractor's warranty does not include remedies for defects or damages caused by normal wear and tear during normal usage beyond the warranty period, use for a purpose for which the Project was not intended, improper or insufficient maintenance, modifications performed by the City or others, or abuse. Contractor's warranty shall commence on the Date of Final Completion of the Project. b. To the extent products, equipment, systems, or materials incorporated in the Work are specified and purchased by the City, they shall be covered exclusively by the warranty of the manufacturer. There are no warranties which extend beyond the description on the face of any such warranty. For such incorporated items, ALL OTHER WARRANTIES EXPRESSED OR IMPLIED INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY DISCLAIMED. c. Contractor shall obtain from its Subcontractors and Suppliers any special or extended warranties required by the Contract Documents. Contractor's liability for such warranties shall be limited to the one-year correction period, as further defined in this Agreement. After that period Contractor shall provide full and comprehensive assistance to the City in enforcing the obligations of Subcontractors or Suppliers for such extended warranties. d. Correction of Work: i. If before Substantial Completion or within two -years after the date of Final Completion of the Work any Defective Work is found, City shall promptly notify Contractor in writing. Unless City provides written acceptance of the condition, Contractor shall promptly correct the Defective Work at its own cost and time and bear the expense of additional services required for correction of any Defective Work for which it is responsible. If within the two-year correction period City discovers and does not promptly notify Contractor or give Contractor an opportunity to test or correct Defective Work as reasonably requested by Contractor, City waives Contractor's obligation to correct that Defective Work as well as City's right to claim a breach of the warranty with respect to that Defective Work. ii. If Contractor fails to correct Defective Work within a reasonable time after receipt of written notice from City before final payment, City may correct it in accordance with Owner's right to carry out the Work. In such case, an appropriate Change order shall be issued deducting the cost of correcting the Defective Work from payments then or thereafter due Contractor. If payments then or thereafter due Contractor are not sufficient to cover such amounts, Contractor shall pay the difference to City. iii. Contractor's obligations and liability, if any, with respect to any Defective Work discovered after the two-year correction period shall be determined by the Law. If, after the two-year correction period but before the applicable limitation period has expired, City discovers any Work which City considers Defective Work, City shall, unless the Defective Work requires emergency correction, promptly notify Contractor and allow Contractor an opportunity to correct the Work if Contractor elects to do so. If Contractor elects to correct the Work, it shall provide written notice of such CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 6 of 20 City of Fayetteville, AR intent within fourteen (14) Days of its receipt of notice from City and shall complete the correction of Work within a mutually agreed timeframe. If Contractor does not elect to correct the Work, City may have the Work corrected by itself or Others, and, if City intends to seek recovery of those costs from Contractor, City shall promptly provide Contractor with an accounting of the actual correction costs. iv. If Contractor's correction or removal of Defective Work causes damage to or destroys other completed or partially completed work or existing building, Contractor shall be responsible for the cost of correcting the destroyed or damaged property. v. The two-year period for correction of Defective Work does not constitute a limitation period with respect to the enforcement of Contractor's other obligations under the Contract Documents. vi. Before final payment, at City option and with Contractor's agreement, City may elect to accept Defective Work rather than require its removal and correction. In such cases the contract shall be equitably adjusted for any diminution in the value, as determined by City, of the Project caused by such Defective Work via formal written change order. 8. Safety of Persons and Property a. SAFETY PROGRAMS: Contractor holds overall responsibility for safety programs. However, such obligation does not relieve Subcontractors of their safety responsibilities and to comply with the Law. Contractor shall prevent against injury, loss, or damage to persons or property by taking reasonable steps to protect: (a) its employees and other persons at the Worksite; (b) materials and equipment stored at onsite or offsite locations for use in performing the Work; and (c) property located at the Worksite and adjacent to work areas, whether or not the property is part of the Worksite. b. CONTRACTOR'S SAFETY REPRESENTATIVE: Contractor shall designate an individual at the Worksite in its employ as its safety representative. Unless otherwise identified by Contractor in writing to City, Contractor's project superintendent shall serve as its safety representative. Contractor shall report promptly in writing all recordable accidents and injuries occurring at the Worksite. When Contractor is required to file an accident report with a public authority, Contractor shall furnish a copy of the report to City. c. Contractor shall provide City with copies of all notices required of Contractor by the Law. Contractor's safety program shall comply with the requirements of governmental and quasi -governmental authorities having jurisdiction. i. Damage or loss not insured under property insurance that may arise from the Work, to the extent caused by negligent or intentionally wrongful acts or omissions of Contractor, or anyone for whose acts Contractor may be liable, shall be promptly remedied by Contractor. d. If City deems any part of the Work or Worksite unsafe, City, without assuming responsibility for Contractor's safety program, may require Contractor to stop performance of the Work, take corrective measures satisfactory to City. If Contractor does not adopt corrective measures, City may perform them and deduct their cost from the GMP. Contractor agrees to make no claim for damages, or an increase in the GMP, or for a change in the Dates of Substantial or Final Completion based on Contractor's compliance with City's reasonable request. 9. Subcontracts: a. BINDING OF SUBCONTRACTORS AND SUPPLIERS: Contractor agrees to bind every Subcontractor and Supplier and require every Subcontractor to so bind its subcontractors and significant supplier, to the Contract Documents as they apply to the Subcontractor's or Supplier's applicable provisions to that portion of the Work. CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 7 of 20 City of Fayetteville, AR b. Contractor agrees not to subcontract Contractor at risk related services without prior written consent from the City. c. If the City deems any subcontractor or subcontractor's work as unacceptable, the Contractor shall solicit a different subcontractor (with City's approval) to perform the work assigned. 10. Fees, Expenses, and Payments: a. Southern Brothers, at its own cost and expense, shall furnish all labor, materials, supplies, machinery, equipment, tools, supervision, bonds, insurance, tax permits, and all other accessories and services necessary to complete items bid per Bid 26-25 as stated in Southern Brothers' bid response, and in accordance with specifications attached hereto and made a part hereof under Bid 26-25, all included herein as if spelled out word for word. b. This turn -key project providing labor and materials shall be provided to the City for a not to exceed fee of 180 977.00 US Dollars. c. The City of Fayetteville shall pay Southern Brothers for completion of the project based on a percentage of work completed. At no point shall payment exceed the percentage of work completed, as determined by the City. d. Payments will be made after approval and acceptance of work and submission of invoice. Payments will be made approximately 30 days after approval of invoice. The City of Fayetteville reserves the right to request receipts for materials purchased for the City of Fayetteville from suppliers, subcontractors, or other sources. The City of Fayetteville does not agree to any interest or penalty for "untimely" payments. e. The City reserves the right to withhold five percent (5%) retainage from all payments until project is completed in full. f. Not to exceed pricing shall include but not be limited to: i. Labor wages directly employed by Contractor in performing of the Work. ii. Salaries of Contractor's employees when stationed at the field office, in whatever capacity employed, employees engaged on the road expediting the production or transportation of material and equipment, and employees from the principal or branch office as mutually agreed by the Parties in writing. iii. Cost of all employee benefits and taxes, including but not limited to, workers' compensation, unemployment compensation, social security, health, welfare, retirement, and other fringe benefits as required by law, labor agreements, or paid under Contractor's standard personnel policy, insofar as such costs are paid to employees of Contractor who are included in the Cost of the Work. iv. Transportation, travel, hotel, and moving expenses of Contractor's personnel incurred in connection with the Work. v. Cost of all materials, supplies, and equipment incorporated in the Work, including costs of inspection and testing if not provided by City, transportation, storage, and handling. vi. Payments made by Contractor to Subcontractors for work performed under this Agreement. vii. Cost, including transportation and maintenance of all materials, supplies, equipment, temporary facilities, and hand tools not owned by the workers that are used or consumed in the performance of the Work, less salvage value or residual value; and cost less salvage value on such items used, but not consumed that remain the property of Contractor. CONTRACT: Bid 26-25, Construction -- FPD Fueling Station Page 8 of 20 City of Fayetteville, AR viii. Rental charges of all necessary machinery and equipment, exclusive of hand tools owned by workers, used at the Worksite, whether rented from Contractor or others, including installation, repair, and replacement, dismantling, removal, maintenance, transportation, and delivery costs at competitive market rates. ix. Cost of the premiums for all insurance and surety, performance or payment bonds which Contractor is required to procure or deems necessary and approved by City. x. Sales, use, gross receipts, or other taxes, tariffs, or duties related to the Work for which Contractor is liable. A. Permits, taxes, fees, licenses, tests, royalties. xii. Losses, expenses, or damages to the extent not compensated by insurance or otherwise, and the cost of corrective work during the Construction Phase and for the warranty period. xiii. Costs associated with establishing, equipping, operating, maintaining, mobilizing and demobilizing the field office and site. xiv. Water, power, and fuel costs necessary for the Work. xv. Cost of removal of all nonhazardous substances, debris, and waste materials. xvi. Costs incurred due to an emergency affecting the safety of persons or property. xvii. Costs directly incurred in the performance of the Work or in connection with the Project, and not included in Contractor's Fee, which are reasonably inferable from the Contract Documents. g. STORED MATERIALS AND EQUIPMENT: Unless otherwise provided in the contract documents, applications for payment may include materials and equipment not yet incorporated into the Work but delivered to and suitably stored onsite or offsite including applicable insurance, storage, and costs incurred transporting the materials to an offsite storage facility. Approval of payment applications for stored materials and equipment stored offsite shall be conditioned on a submission by Contractor of bills of sale and proof of required insurance, or such other documentation satisfactory to City to establish the proper valuation of the stored materials and equipment, City's title to such materials and equipment, and to otherwise protect City's interests therein, including transportation to the Worksite. Materials and equipment stored offsite shall be in a bonded and insured secure facility. h. FINAL PAYMENT: Upon satisfactory completion of the work performed under this Agreement, as a condition before final payment under this Agreement, or as a termination settlement under this Agreement, Southern Brothers shall execute and deliver to CITY OF FAYETTEVILLE a release of all claims against CITY OF FAYETTEVILLE arising under or by virtue of this Agreement, except claims which are specifically exempted by Southern Brothers to be set forth therein. i. Unless otherwise provided in this Agreement or by State law or otherwise expressly agreed to by the parties to this Agreement, final payment under this Agreement or settlement upon termination of this Agreement shall not constitute a waiver of CITY OF FAYETTEVILLE's claims against Southern Brothers or sureties under this Agreement. 11. Project Bonding - Performance and payment bonding: After execution of this contract by all parties, Southern Brothers shall provide 100% separate performance and payment bonds (inclusive of any approved contingency) from a bonding company, licensed to do business in the state of Arkansas. Bonds shall be provided within ten (10) calendar days after this contract has been executed by all parties. a. All bonds shall be listed with the U.S. Treasury Department listing of approved surety's (T-List) and shall be rated A+ minimum by A. M. Best. CONTRACT: Bid 25-25, Construction — FPD Fueling Station Page 9 of 20 City of Fayetteville, AR 12. Time: SUBSTANTIAL and FINAL COMPLETION: Date of Substantial Completion and the Date of Final Completion shall be established in the contract documents as a hard not -to -exceed date. If such dates are not established upon the execution of this Agreement, a Date of Substantial Completion and Date of Final Completion of the Work shall be established via Change Order. b. Time is of the essence with regard to the obligations of the Contract Documents. c. Unless instructed by City in writing, Contractor shall not knowingly commence the Work before the effective date of Contractor's required insurance and bonds and formal written and signed Purchase Order issued by the City of Fayetteville Procurement Division. d. Schedule of Work: Before submitting its first application for payment, Contractor shall submit to City and, if directed, Design Professional, a Schedule of the Work showing the dates on which Contractor plans to begin and complete various parts of the Work, including dates on which information and approvals are required from City. Except as otherwise directed by City, Contractor shall comply with the approved Schedule of the Work or Contractor. i. City may determine the sequence in which the Work shall be performed, provided it does not unreasonably interfere with the approved project schedule. City may require Contractor to make reasonable changes in the sequence at any time during the performance of the Work in order to facilitate the performance of work by City or Others. If Contractor consequently incurs costs or is delayed, the Dates of Substantial or Final Completion, or both, Contractor may seek equitable adjustment. e. NOTICE OF DELAY CLAIMS: If Contractor requests an equitable extension of the Contract Time or an equitable adjustment contract as a result of a delay described, Contractor shall give City written notice of the claim. If Contractor causes delay in the completion of the Work, City shall be entitled to recover its additional costs. 13. Substantial Completion: a. The Work shall be Substantially Completed within 100 calendar days after the date when the Contract Times commence to run as provided in the GENERAL CONDITIONS. b. Contractor shall notify City and, if directed, Design Professional when it considers Substantial Completion of the Work or a designated portion to have been achieved. City, with the assistance of its Design Professional, shall promptly conduct an inspection to determine whether the Work or designated portion can be occupied or used for its intended use by City without excessive interference in completing any remaining unfinished Work. If City determines the Work or designated portion has not reached Substantial Completion, City, with the assistance of its Design Professional, shall promptly compile a list of items to be completed or corrected so City may occupy or use the Work or designated portion for its intended use. Contractor shall promptly and accurately complete all items on the list. c. When Substantial Completion of the Work or a designated portion is achieved, Contractor shall prepare a Certificate of Substantial Completion establishing the date of Substantial Completion and the respective responsibilities of each Party for interim items such as security, maintenance, utilities, insurance, and damage to the Work, and fixing the time for completion of all items on the list accompanying the Certificate. The Certificate of Substantial Completion shall be submitted by Contractor to City and, if directed, to Design Professional for written acceptance of responsibilities assigned in the Certificate of Substantial Completion. d. Unless otherwise provided in the Certificate of Substantial Completion, warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or a designated portion. CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 10 of 20 City of Fayetteville, AR Upon City's written acceptance of the Certificate of Substantial Completion, City shall pay to Contractor the remaining retainage held by City for the Work described in the Certificate of Substantial Completion less a sum equal to one hundred and fifty percent (150%) of the estimated cost of completing or correcting remaining items on that part of the Work, as agreed to by the Parties as necessary to achieve Final Completion, including all close outs. Uncompleted items shall be completed by Contractor in a mutually agreed upon timeframe. 14. Final Completion: a. The Work shall be completed and ready for final payment in accordance with the GENERAL CONDITIONS within 120 calendar days after the date when the Contract Times commence to run. b. Upon notification from Contractor that the Work is complete and ready for final inspection and acceptance, City, with the assistance of its Design Professional shall promptly conduct an inspection to determine if the Work has been completed and is acceptable under the Contract Documents. c. When the Work is complete, Contractor shall prepare for City's written acceptance a final application for payment stating that to the best of Contractor knowledge, and based on City's inspections, the Work has reached Final Completion in accordance with the Contract Documents. d. Final payment shall be made to Contractor within thirty (30) Days after Contractor has submitted an application for final payment, pending the application has been approved by the City, including submissions required, and a Certificate of Final Completion has been executed by all Parties. e. Final payment shall be due on Contractor's submission of the following to the City: L an affidavit declaring any indebtedness connected with the Work, to have been paid, satisfied, or to be paid with the proceeds of final payment, so as not to encumber City property; ii. as -built drawings, manuals, copies of warranties, and all other close-out documents required by the Contract Documents; III. release of any liens, conditioned on final payment being received; iv. consent of any surety; and v. any outstanding known and unreported accidents or injuries experienced by Contractor or its Subcontractors at the Worksite. f. If, after Substantial Completion of the Work, the Final Completion of a portion of the Work is materially delayed through no fault of Contractor. if approved by City, they shall pay the balance due for any portion of the Work fully completed and accepted. If the remaining contract balance for Work not fully completed and accepted is less than the retained amount before payment, Contractor shall submit to City and, if directed, Design Professional the written consent of any surety to payment of the balance due for portions of the Work that are fully completed and accepted. Such payment shall not constitute a waiver of claims, but otherwise shall be governed by this section. g. ACCEPTANCE OF FINAL PAYMENT: Unless Contractor provides written identification of unsettled claims with an application for final payment, its acceptance of final payment constitutes a waiver of such claims. h. Southern Brothers shall ensure that the City of Fayetteville receives lien waivers from all material suppliers, subcontractors and sub -subcontractors and before work begins on the project. The Contractor shall give written notice to the material suppliers, subcontractors and sub -subcontractors providing work on the project that states the following: I. 'According to Arkansas law, it is understood that no liens can be filed against public property if valid and enforceable payment and performance bond is in place. Regarding this Project and Agreement, the valid and enforceable bonds are with ( name of surety l.' CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 11 of 20 City of Fayetteville, AR ii, Southern Brothers shall have each subcontractor, sub -subcontractor and material supplier execute a written receipt evidencing acknowledgment of this statement prior to commencement of the work of the subcontractor or material supplier. 15. Liquidated Damages: Contractor accepts the provisions as to liquidated damages in the event of failure to complete the Work within the total completion time. Liquidated damages in the sum of $500.00 USD for each consecutive calendar day thereafter will be assessed. 16. Notices: Any notice required to be given under this Agreement to either party to the other shall be sufficient if addressed and mailed, certified mail, postage paid, delivery, fax or e-mail (receipt confirmed), or overnight courier. 17. Jurisdiction: Legal jurisdiction to resolve any disputes shall be Arkansas with Arkansas law applying to the case. 18. Venue: Venue for all legal disputes shall be Washington County, Arkansas. 19. Freedom of Information Act: City of Fayetteville contracts and documents prepared while performing 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 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 photo coping costs pursuant to the FOIA may be assessed for this compliance. 20. Changes in Scope or Price: 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. 21. 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.favetteville- ar gov/DocumentCenter/View/39767/Web-Accessibility-Requirements-for-Vendors -and-Technology-Addendum a. 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. b. 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.). c. 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. d. 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 or (2) the total not -to -exceed amount of the contract if entered under a time and materials basis. 22, Insurance: a. Before starting the Work and as a condition precedent to payment, Contractor shall procure and maintain in force Workers' Compensation Insurance, Employers' Liability Insurance, Business Automobile Liability CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 12 of 20 City of Fayetteville, AR Insurance, and Commercial General Liability Insurance ("CGL"). The CGL policy shall include coverage for liability arising from premises, operations, independent contractors, products -completed operations, personal injury and advertising injury, contractual liability, pollution coverage, and broad form property damage. Contractor shall maintain completed operations liability insurance for one year after Substantial Completion, or as required by the Contract Documents, whichever is longer. b. Employers' Liability, Business Automobile Liability, and CGL coverages required may be provided by a single policy for the full limits required or by a combination of underlying policies with the balance provided by excess or umbrella liability policies. c. Contractor shall maintain in effect all insurance coverage required with insurance companies lawfully authorized to do business in the jurisdiction in which the Project is located. If Contractor fails to obtain or maintain any insurance coverage required under this Agreement, City may purchase such coverage and charge the expense to Contractor or terminate this Agreement. d. To the extent commercially available to Contractor from its current insurance company, insurance policies required shall contain a provision that the insurance company or its designee shall give City written notice transmitted in paper and electronic format: (a) 30 Days before coverage is nonrenewed by the insurance company and (b) within 10 Business Days after cancelation of coverage by the insurance company. Before commencing the Work and upon renewal or replacement of the insurance policies, Contractor shall furnish City with certificates of insurance until one year after Substantial Completion or longer if required by the Contract Documents. In addition, if any insurance policy required is not to be immediately replaced without lapse in coverage when it expires, exhausts its limits, or is to be cancelled, Contractor shall give City prompt written notice upon actual or constructive knowledge of such condition. e. Certificates of Insurance shall list the City as Additional Insured Parties. f. PROPERTY INSURANCE: i. At no time shall any policy be covered by self-insurance or in a self -insured format. All policies shall be covered by an approved commercial insurance professional properly licensed to do business in Arkansas. ii. Unless otherwise directed in writing by City, before starting the Work, Southern Brothers shall obtain and maintain a Builder's Risk Policy upon the entire Project for the full cost of replacement at the time of loss, including existing structures. This insurance shall also (a) name Southern Brothers, Subcontractors, Sub -subcontractors, and Design Professional as named insureds; (b) be written in such form to cover all risks of physical loss except those specifically excluded by the policy; and (c) insure at least against and not exclude: 1. The perils of fire, lightning, explosion, windstorm, hail, smoke, aircraft (except aircraft, including helicopter, operated by or on behalf of Southern Brothers) and vehicles, riot and civil commotion, theft, vandalism, malicious mischief, debris removal, flood, earthquake, earth movement, water damage, wind damage, testing if applicable, collapse, however caused; 2. Damage resulting from defective design, workmanship, or material; 3. Coverage extension for damage to existing buildings, plant, or other structures at the Worksite, when the Project is contained within or attached to such existing buildings, plant or structures. Coverage shall be to the extent loss or damage arises out of Constructor's activities or operations at the Project. 4. Equipment breakdown, including mechanical breakdown, electrical injury to electrical devices, explosion of steam equipment, and damage to steam equipment caused by a condition within the equipment; CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 13 of 20 City of Fayetteville, AR 5. Testing coverage for running newly installed machinery and equipment at or beyond the specified limits of their capacity to determine whether they are fit for their intended use; and 6. Physical loss resulting from Terrorism. iii. The Party that is the primary cause of a Builder's Risk Policy claim shall be responsible for any deductible amounts or coinsurance payments. If no Party is the primary cause of a claim, then the Party obtaining and maintaining the Builder's Risk Policy shall be responsible for the deductible amounts or coinsurance payments. This policy shall provide for a waiver of subrogation. This insurance shall remain in effect until final payment has been made or until no person or entity other than City has an insurable interest in the property to be covered by this insurance, whichever is sooner. Partial occupancy or use of the Work shall not commence until City has secured the consent of the insurance company or companies providing the coverage required in this subsection. Before commencing the Work, City shall provide a copy of the property policy or policies obtained. iv. If City elects to purchase the property insurance required by this Agreement, including all of the coverages and deductibles for the same durations specified, City shall give written notice to Southern Brothers before the Work is commenced and provide a copy of the property policy or policies obtained in compliance with this agreement. City may then provide insurance to protect its interests and the interests of the Constructor, Subcontractors, Suppliers, and Sub - subcontractors. The cost of this insurance shall be paid by City in a Change Order. If City gives written notice of its intent to purchase property insurance required by this Agreement and fails to purchase or maintain such insurance, City shall be responsible for costs reasonably attributed to such failure. v. The Parties each waive all rights against each other and their respective employees, agents, contractors, subcontractors, suppliers, sub -subcontractors, and design professionals for damages caused by risks covered by the property insurance, except such rights as they may have to the proceeds of the insurance. 1. To the extent of the limits of Southern Brothers' Commercial General Liability Insurance, Southern Brothers shall indemnify and hold harmless City against any and all liability, claims, demands, damages, losses, and expenses, including attorneys' fees, in connection with or arising out of any damage or alleged damage to any of City's existing adjacent property, including personal property, that may arise from the performance of the Work, to the extent caused by the negligent or intentionally wrongful acts or omissions of Southern Brothers, Subcontractor, Supplier, Sub -subcontractor, or anyone employed directly or indirectly by any of them or by anyone for whose acts any of them may be liable. g. RISK OF LOSS: Except to the extent a loss is covered by applicable insurance, risk of loss from damage to the Work shall be upon the Party obtaining and maintaining the Builder's Risk until the Date of Final Completion. h. ADDITIONAL GENERAL LIABILITY COVERAGE: City shall require Contractor to purchase and maintain additional liability coverage. Contractor shall provide: i. Additional Insured. City shall be named as an additional insured on Contractor's Commercial General Liability (CGL) specified, for on -going operations and completed operations, excess/umbrella liability, commercial automobile liability, and any required pollution liability, but only with respect to liability for bodily injury, property damage, or personal and advertising injury to the extent caused by the negligent acts or omissions of Contractor, or those acting on Contractor's behalf, in the performance of Contractor's work for Owner at the Worksite. The CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 14 of 20 City of Fayetteville, AR insurance of the Contractor and its Subcontractors (both primary and excess) shall be primary to any insurance available to the Additional Insureds. Any insurance available to the Additional Insureds shall be excess and non-contributory. ii. OCP. Contractor shall provide an Owners' and Contractors' Protective Liability Insurance ("OCP") policy with limits equal to the limits on CGL specified, or limits as otherwise required by Owner. I. Any documented additional cost in the form of a surcharge associated with procuring the additional liability coverage in accordance with this subsection shall be paid by Contractor. Before commencing the Work, Contractor shall provide either a copy of the OCP policy, or a certificate and endorsement evidencing that City has been named as an additional insured, as applicable. i. ROYALTIES, PATENTS, AND COPYRIGHTS: Contractor shall pay all royalties and license fees which may be due on the inclusion of any patented or copyrighted materials, methods, or systems selected by Contractor and incorporated in the Work. Contractor shall defend, indemnify, and hold City harmless from all suits or claims for infringement of any patent rights or copyrights arising out of such selection. PROFESSIONAL LIABILITY INSURANCE: To the extent Contractor is required to procure design services, Contractor shall require its design professionals to obtain a commercial professional liability insurance for claims arising from the negligent performance of professional services under this Agreement, with a company reasonably satisfactory to City, including coverage for all professional liability caused by any consultants to Contractor's design professional, written for not less than one million US dollars ($1,000,000) per claim and in the aggregate. Contractor's design professional shall pay the deductible. The Professional Liability Insurance shall contain a retroactive date providing prior acts coverage sufficient to cover all Services performed by the Constructor's design professional for this Project. Coverage shall be continued in effect for the entire warranty period. 23. Professional Responsibility: Southern Brothers will exercise reasonable skill, care, and diligence in the performance of services and will carry out its responsibilities in accordance with customarily accepted professional practices. CITY OF FAYETTEVILLE will promptly report to Southern Brothers any defects or suspected defects in services of which CITY OF FAYETTEVILLE becomes aware, so Southern Brothers can take measures to minimize the consequences of such a defect. CITY OF FAYETTEVILLE retains all remedies to recover for its damages caused by any negligence of Southern Brothers. 24. Responsibility of the City of Fayetteville a. CITY OF FAYETTEVILLE shall, within a reasonable time, so as not to delay the services of Southern Brothers: i. Provide full information as to the requirements for the Project. ii. Assist Southern Brothers by placing at Southern Brothers' disposal all available information pertinent to the assignment including previous reports and any other data relative thereto. iii. Assist Southern Brothers in obtaining access to property reasonably necessary for Southern Brothers to perform its services. iv. Examine all studies, reports, sketches, cost opinions, proposals, and other documents presented by Southern Brothers and render in writing decisions pertaining thereto. v. Review all documents and provide written comments to Southern Brothers in a timely manner. vi. The City of Fayetteville Park Planning Superintendent is the project representative with respect to the services to be performed under this Agreement. The Park Planning Superintendent shall have complete authority to transmit instructions, receive information, interpret and define policies and CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 15 of 20 City of Fayetteville, AR decisions with respect to materials, equipment, elements and systems to be used in the Project, and other matters pertinent to the services covered by this Agreement. 25. Cost Opinions and Projections: Cost opinions and projections prepared by Southern Brothers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, cost estimating, and operating results are based on Southern Brothers experience, qualifications, and judgment as a professional contractor. 26. Period of Service: This Agreement will become effective upon the first written notice by CITY OF FAYETTEVILLE authorizing services hereunder. a. The provisions of this Agreement have been agreed to in anticipation of the orderly progress of the Project through completion of the services stated in the Agreement. Southern Brothers shall proceed with providing the authorized services immediately upon receipt of written authorization from CITY OF FAYETTEVILLE. Said authorization shall include the scope of the services authorized and the time in which the services are to be completed. 27. Termination: a. This Agreement may be terminated in whole or in part in writing by either party in the event of substantial failure by the other party to fulfill its obligations under this Agreement through no fault of the terminating party, provided that no termination may be effected unless the other party is given: Not less than ten (10) calendar days written notice (delivered by certified mail, return receipt requested) of intent to terminate, ii. An opportunity for consultation with the terminating party prior to termination. b. This Agreement may be terminated in whole or in part in writing by CITY OF FAYETTEVILLE for its convenience, provided that Southern Brothers is given: Not less than ten (10) calendar days written notice (delivered by certified mail, return receipt requested) of intent to terminate, ii. An opportunity for consultation with the terminating party prior to termination. c. If termination for default is affected by CITY OF FAYETTEVILLE, an equitable adjustment in the price provided for in this Agreement shall be made, but I. No amount shall be allowed for anticipated profit on unperformed services or other work, ii. Any payment due to Southern Brothers at the time of termination may be adjusted to cover any additional costs to CITY OF FAYETTEVILLE because of Southern Brothers' default. d. If termination for default is affected by Southern Brothers, or if termination for convenience is affected by CITY OF FAYETTEVILLE, the equitable adjustment shall include a reasonable profit for services or other work performed. The equitable adjustment for any termination shall provide for payment to Southern Brothers for services rendered and expenses incurred prior to the termination, in addition to termination settlement costs reasonably incurred by Southern Brothers relating to commitments which had become firm prior to the termination. e. Upon receipt of a termination action under Paragraphs above, Southern Brothers shall: i. Promptly discontinue all affected work (unless the notice directs otherwise), ii. Deliver or otherwise make available to CITY OF FAYETTEVILLE all data, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 16 of 20 City of Fayetteville, AR accumulated by Southern Brothers in performing this Agreement, whether completed or in process. f. Upon termination under sections above CITY OF FAYETTEVILLE may take over the work and may award another party an agreement to complete the work under this Agreement. g. If, after termination for failure of Southern Brothers to fulfill contractual obligations, it is determined that Southern Brothers had not failed to fulfill contractual obligations, the termination shall be deemed to have been for the convenience of CITY OF FAYETTEVILLE. In such event, adjustments of the agreement price shall be made as provided in this agreement. 28. Delays a. In the event the services of Southern Brothers are suspended or delayed by CITY OF FAYETTEVILLE, or by other events beyond Southern Brothers' reasonable control, Southern Brothers shall be entitled to additional compensation and time for reasonable documented costs incurred by Southern Brothers in temporarily closing down or delaying the Project. b. In the event the services are suspended or delayed by Southern Brothers, CITY shall be entitled to compensation and time for reasonable costs incurred in temporarily closing down or delaying the Project. 29. Rights and Benefits: Southern Brothers' services shall be performed solely for the benefit of CITY OF FAYETTEVILLE and not for the benefit of any other persons or entities. 30. Dispute Resolution a. Scope of Paragraph: The procedures of this Paragraph shall apply to any and all disputes between CITY OF FAYETTEVILLE and Southern Brothers which arise from, or in any way are related to, this Agreement, including, but not limited to the interpretation of this Agreement, the enforcement of its terms, any acts, errors, or omissions of CITY OF FAYETTEVILLE or Southern Brothers in the performance of this Agreement, and disputes concerning payment. b. Exhaustion of Remedies Required: No action may be filed unless the parties first negotiate. If timely Notice is given as described in this agreement, but an action is initiated prior to exhaustion of these procedures, such action shall be stayed, upon application by either party to a court of proper jurisdiction, until the procedures in this agreement have been complied with. c. Notice of Dispute L For disputes arising prior to the making of final payment promptly after the occurrence of any incident, action, or failure to act upon which a claim is based, the party seeking relief shall serve the other party with a written Notice. ii. For disputes arising within one year after the making of final payment, CITY OF FAYETTEVILLE shall give Southern Brothers written Notice at the address listed in this agreement within thirty (30) calendar days after occurrence of any incident, accident, or first observance of defect or damage. In both instances, the Notice shall specify the nature and amount of relief sought, the reason relief should be granted, and the appropriate portions of this Agreement that authorize the relief requested. ill. Negotiation: Within seven (7) calendar days of receipt of the Notice, the Project Managers for CITY OF FAYETTEVILLE and Southern Brothers shall confer in an effort to resolve the dispute. If the dispute cannot be resolved at that level, then, upon written request of either side, the matter shall be referred to the President of Southern Brothers, and the Mayor of CITY OF FAYETTEVILLE or his or her designee. These officers shall meet at the Project Site or such other location as is agreed upon within 30 calendar days of the written request to resolve the dispute. CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 17 of 20 City of Fayetteville, AR 31. Sufficient Funds: The CITY represents to have sufficient funds or the means of obtaining funds to remit payment to Southern Brothers for services rendered by Southern Brothers. All parties agree if funding should become insufficient to complete the project, Southern Brothers shall be notified in a timely manner. 32. Indemnification: The CITY requires Southern Brothers to indemnify, defend and hold harmless the CITY OF FAYETTEVILLE for any loss caused by negligence and from and against any and all loss where loss is caused or incurred or alleged to be caused or incurred in whole or in part as a result of the negligence or other actionable fault of the Southern Brothers, or their employees, agents, Subcontractors, sub consultant and Suppliers of the Southern Brothers. 33. Publications: Recognizing the importance of professional services on the part of Southern Brothers' employees and the importance of Southern Brothers' public relations, Southern Brothers may prepare publications, such as technical papers, articles for periodicals, promotional materials, and press releases, in electronic or other format, pertaining to Southern Brothers' services for the Project. Such publications will be provided to CITY OF FAYETTEVILLE in draft form for CITY OF FAYETTEVILLE's advance review. CITY OF FAYETTEVILLE shall review such drafts promptly and provide CITY OF FAYETTEVILLE's comments to Southern Brothers, CITY OF FAYETTEVILLE may require deletion of proprietary data or confidential information from such publications, but otherwise CITY OF FAYETTEVILLE will not unreasonably withhold approval. Approved materials may be used in a variety of situations and do not require additional review or approval for each use. The cost of Southern Brothers' activities pertaining to any such publication shall be for Southern Brothers' account. 34. Ownership of Documents: a. All documents provided by CITY OF FAYETTEVILLE including original drawings, CAD drawings, estimates, field notes, and project data are and remain the property of CITY OF FAYETTEVILLE, Southern Brothers may retain reproduced copies of drawings and copies of other documents. b. Engineering and architectural documents, computer models, drawings, specifications and other hard copy or electronic media prepared by Southern Brothers as part of the Services shall become the property of CITY OF FAYETTEVILLE when Southern Brothers has been compensated for all Services rendered, provided, however, that Contractor shall have the unrestricted right to their use. Southern Brothers shall, however, retain its rights in its standard drawings details, specifications, databases, computer software, and other proprietary property. Rights to intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of Southern Brothers. c. Any files delivered in electronic medium may not work on systems and software different than those with which they were originally produced. Southern Brothers makes no warranty as to the compatibility of these files with any other system or software. Because of the potential degradation of electronic medium over time, in the event of a conflict between the sealed original drawings/hard copies and the electronic files, the sealed drawings/hard copies will govern. 35. Additional Responsibilities of Southern Brothers: a. Review, approval, or acceptance of design drawings, specifications, reports and other services furnished hereunder by CITY shall not in any way relieve Southern Brothers of responsibility for the technical adequacy of the work. Review, approval or acceptance of, or payment for any of the services by CITY shall not be construed as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement. b. Southern Brothers shall be and shall remain liable, in accordance with applicable law, for all damages to CITY OF FAYETTEVILLE caused by Southern Brothers' negligent performance, except beyond the Southern Brothers' normal standard of care, of any of the services furnished under this Agreement, and except for CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 18 of 20 City of Fayetteville, AR errors, omissions or other deficiencies to the extent attributable to CITY OF FAYETTEVILLE or CITY OF FAYETTEVILLE-furnished data. c. Southern Brothers' obligations under this clause are in addition to Contractor's other express or implied assurances under this Agreement or State law and in no way diminish any other rights that CITY OF FAYETTEVILLE may have against Southern Brothers for faulty materials, equipment, or work. d. Southern Brothers shall provide weekly updates to appropriate City staff, identified by the City, 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, Southern Brothers shall submit such updates in the format and manner directed by the City and within the deadlines established by City staff. 36. Audit and Access to Records: a. Southern Brothers shall maintain books, records, documents and other evidence directly pertinent to performance on work under this Agreement in accordance with generally accepted accounting principles and practices consistently applied in effect on the date of execution of this Agreement. b. Southern Brothers shall also maintain the financial information and data used by Southern Brothers in the preparation of support of the cost submission required for any negotiated agreement or change order and send to CITY OF FAYETTEVILLE a copy of the cost summary submitted. CITY OF FAYETTEVILLE, the State or any of their authorized representatives shall have access to all such books, records, documents and other evidence for the purpose of inspection, audit and copying during normal business hours. Southern Brothers will provide proper facilities for such access and inspection. c. Records shall be maintained and made available during performance on assisted work under this Agreement and until three years from the date of final payment for the project. In addition, those records which relate to any controversy arising out of such performance, or to costs or items to which an audit exception has been taken, shall be maintained and made available until three years after the date of resolution of such appeal, litigation, claim or exception. d. This right of access clause (with respect to financial records) applies to: i. Negotiated prime agreements ii. Negotiated change orders or agreement amendments affecting the price of any formally advertised, competitively awarded, fixed price agreement iii. Agreements or purchase orders under any agreement other than a formally advertised, competitively awarded, fixed price agreement. However, this right of access does not apply to a prime agreement, lower tier sub agreement or purchase order awarded after effective price competition, except: 1. With respect to record pertaining directly to sub agreement performance, excluding any financial records of Southern Brothers; 2. If there is any indication that fraud, collusion, gross abuse or corrupt practices may be involved; 3. If the sub agreement is terminated for default or for convenience. 37. Covenant Against Contingent Fees: Southern Brothers warrants that no person or selling agency has been employed or retained to solicit or secure this Agreement upon an agreement of understanding for a commission, percentage, brokerage or continent fee, excepting bona fide employees or bona fide established commercial or selling agencies maintained by Southern Brothers for the purpose of securing business. For breach or violation of this warranty, CITY OF FAYETTEVILLE shall have the right to annul this Agreement without liability or at its CONTRACT: Bid 26-25, Construction — FPD Fueling Station Page 19 of 20 City of Fayetteville, AR discretion, to deduct from the contract price or consideration, or othenrise recover, the full amount of such commisslon, percentage, brokerage, or contingent fee. 38. Gratuities: a. lf CIW OF FAYFITEVILLE finds after a notice and hearing that Southern Brothers or any of Southem Brothers agents or representatives, offered or gave gratuities (in the form of entertainment, gifts or othenrise) to any official, employee or agent of CITY OF FAYETTEVILLE or related third party contractor associated with this project, in an attempt to secure an agreement or favorable treatment in awarding, amending or making any determinations related to the performance of this Agreement, CITY OF FAYEITEVILLE may, by written notice to Southern Brotherc terminate this Agreement. CITY OF FAYETTEVILLE may also pursue other rights and remedies that the law or this Agreement provides. However, the existence of the facts on which CITY OF FAYETTEVILLE bases such finding shall be in issue and may be reviewed in proceedings under the Remedies clause of this Agreement. b. The CITY may pursue the same remedies against Southern Brothers as it could pursue in the event of a breach of the Agreement by Southem Brothers. As a penalty, in addition to any other darnages to which it may be entitled by law, CITY OF FAYETTEVILLE may pursue exemplary damages in an amount, as determined by CITY, which shall be not less than three nor more than ten times the costs Southern Broth€rs incurs in providing any such gratuities to any such officer or employee. lN WITNESS WHEREOF, CITY OF FAYEITEVILLE, ARKANSAS by and through its Mayor, and SOUTHERN BROTHERS CONSTRUCIION, LLC by its authorized officer have made and executed this Agreement as of the day and year first above written. SoUTHEBN BROTHERS CONSTRUCnON. LLC By b&noilrQ)x- MollyA. ATTEST: Justin $.s,thJef Operating Officer Kara Paxton, City Treasurer Date Signed i 04107 12026 Date Sign ed:3'lg'Zb CONTRACT: Bid 26-25, Constructlon - FPD Fueling Station Page 20 of 20 City of Fayetteville, AR Y o: rrvmEuu Line #Description QTY UOM Unit Extended Unit Extended Unit Extended Unit Extended Unit Extended 1 Mobilization 1 LS $5,429.31 $5,429.31 $5,000.00 $5,000.00 $2,500.00 $2,500.00 $14,000.00 $14,000.00 $19,145.00 $19,145.00 2 Bonds and Insurance 1 LS $9,048.85 $9,048.85 $6,950.00 $6,950.00 $2,375.00 $2,375.00 $8,000.00 $8,000.00 $31,529.00 $31,529.00 3 Trench and Excavation Safety 1 LS $5,000.00 $5,000.00 $500.00 $500.00 $1,200.00 $1,200.00 $5,000.00 $5,000.00 $8,540.00 $8,540.00 4 Construction of FPD Fueling Station 1 LS $161,498.84 $161,498.84 $220,997.00 $220,997.00 $231,452.00 $231,452.00 $260,000.00 $260,000.00 $363,810.00 $363,810.00 $233,447.00$180,977.00Total Kenny Fitch, Sr Procurement Agent ______________________________________________________________________________ Trevel Young, Procurement Agent ______________________________________________________________________________ Certification of Funds: $700,000 ($875,000 maximum allowed) * NOTICE: Bid award is contingent upon supplier meeting minimum specifications and formal authorization by City Officials. Southern Brothers Construction EWI, Inc.Hutton Design Build The Delventhal TG, LLC Caddell Construction CO. (DE), LLC $423,024.00$287,000.00$237,527.00 Deadline: Thursday, March 5, 2026 at 2:00 PM Bid 26-25, Construction - FPD Fueling Station BID TABULATION 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 26-25, Construction – FPD Fueling Station DEADLINE: Thursday, March 05, 2026 before 2:00 PM, Local Time PRE-BID MEETING: Tuesday, February 17, 2026 at 2:00 PM CONTACT: Sr. Procurement Agent, Kenny Fitch, kfitch@fayetteville-ar.gov DATE OF ISSUE & ADVERTISEMENT: 02/08/2026 & 02/15/2026 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 – 84 Total Pages FILE #02: PLANS – 11 Total Pages *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. THIS PAGE INTENTIONALLY LEFT BLANK 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 Advertisement City of Fayetteville, Arkansas INVITATION TO BID Bid 26-25, Construction – FPD Fueling Station The City of Fayetteville is accepting sealed bids from properly licensed contractors to construct a fueling station located at the Fayetteville Police Department. 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, February 17, 2026, at 2:00 PM local time. 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, March 05, 2026, before 2:00 PM local time, utilizing the electronic bidding software or by 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 deadline and a registration in good standing with the Arkansas Secretary of State prior to the bid 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: 02.08.26 & 02.15.26 This publication was paid for by the Procurement Division of the City of Fayetteville, Arkansas. Amount paid: $401.92 TABLE OF CONTENTS BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 00 – COVER PAGE, CHECKLIST, ADVERTISEMENT, AND TABLE OF CONTENTS ………….… 1 - 6 SECTION 01 – INSTRUCTIONS TO BIDDERS ………………………………………………………………….………… 1 - 12 PART ONE DEFINED TERMS 1 PART TWO COPIES OF BIDDING DOCUMENTS 1 PART THREE EXAMINATION OF SITE AND CONTRACT DOCUMENTS 2 PART FOUR AVAILABILITY OF LANDS FOR WORK AND WORK BY OTHERS 3 PART FIVE INTERPRETATION OF CONTRACT DOCUMENTS AND ADDENDA 3 PART SIX APPROXIMATE ESTIMATE OF QUANTITES 4 PART SEVEN UNIT PRICES 4 PART EIGHT BID FORM 4 PART NINE SIGNATURE ON BIDS 5 PART TEN BID BOND 5 PART ELEVEN PERFORMANCE BOND AND PAYMENT BOND 6 PART TWELVE INSURANCE REQUIREMENTS 7 PART THIRTEEN CONTRACT TIME 7 PART FOURTEEN LIQUIDATED DAMAGES 7 PART FIFTEEN SUBCONTRACTORS, SUPPLIERS, AND OTHERS 8 PART SIXTEEN SUBSTITUTE AND “OR EQUALS” ITEMS 8 PART SEVENTEEN QUALIFICATIONS AND RESPONSIBILITY OF BIDDERS 8 PART EIGHTEEN DISQUALIFICATIONS OF BIDDERS 9 PART NINETEEN OPENING OF BIDS 9 PART TWENTY EVALUATION OF BIDS 9 PART TWENTY-ONE RIGHT TO REJECT BIDS 10 PART TWENTY-TWO AWARDING OF CONTRACT 10 PART TWENTY-THREE RETAINAGE 10 PART TWENTY-FOUR SIGNING OF AGREEMENT 11 PART TWENTY-FIVE MATERIALS GUARANTEE 11 PART TWENTY-SIX FAMILIARITY WITH LAWS 11 PART TWENTY-SEVEN INDEMNIFICATION 11 PART TWENTY-EIGHT MISCELLANEOUS 11 SECTION 02 – BID FORM ………………………………………………………………………………………………………… 1 - 5 SECTION 03 – LIST OF SUBCONTRACTORS ………………………………………………………….……………………. 1 - 1 SECTION 04 – CONTRACTOR REFERENCES ……………………………………………….………………………………. 1 - 1 SECTION 05 – BID BOND ………………………………………………………………………………………….……………… 1 - 2 SECTION 06 – PERFORMANCE BOND ……………………………………………………….…………………………….. 1 - 2 SECTION 07 – PAYMENT BOND ……………………………………………………………………….……….…………….. 1 - 3 SECTION 08 – TECHNICAL SPECIFICATIONS ……………………………………………………………………….…… 1 - 51 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 1 SECTION 01 INSTRUCTIONS TO BIDDERS PART ONE - DEFINED TERMS 1.1. Terms used in these Instructions to Bidders which are defined in the General Conditions have the meanings assigned to them in the General Conditions. Certain additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2 Bidder – One who submits a Bid directly to City of Fayetteville as distinct from a sub-bidder, who submits a bid to a Bidder. 1.3 Issuing Office – The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. 1.4 Successful Bidder – The lowest, responsible, and responsive Bidder to whom the City of Fayetteville (on the basis of the City of Fayetteville's evaluation as hereinafter provided) makes an award. 1.5 Local Time – Local time is defined as the time in Fayetteville, Arkansas on the due date of the deadline. Bids shall be received before the deadline time as shown by the atomic clock located in the Purchasing Division Office. 1.6 Substitution – Item(s) of material, equipment, or substrate that differs in application method, material, warranty, and/or performance as outlined in the specifications. Substitution requests shall be submitted to the Purchasing Division by bid question deadline. Substitution requests will be addressed via addendum. 1.7 Equivalent (or Equal) – Item(s) of material, equipment, or substrate that meets the application method, material, and performance but may differ in manufacturer and/or warranty from what is specified. Item(s) meeting these criteria shall be considered equal at time of bid. a. Named manufacturers within the specifications shall be used as a basis of design in regard to establishing a minimum performance standard. PART TWO - COPIES OF BIDDING DOCUMENTS 2.1 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement for Bids may be obtained from the Issuing Office. 2.2 Complete sets of Bidding Documents must be used in preparing Bids. Neither City of Fayetteville nor Project Manager assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3 City of Fayetteville and Project Manager in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 2 PART THREE - EXAMINATION OF SITE AND CONTRACT DOCUMENTS 3.1 Bidders are advised that the Drawings and Specifications shall constitute all the information which the City of Fayetteville shall furnish. No other information given or sounding made by the City of Fayetteville or any official thereof, prior to the execution of said contract, shall ever become a part of, or change the contract, drawings, specifications, and estimates, or be binding on City of Fayetteville. a. Prior to submitting any Bid, Bidders are required to: read carefully the Specifications, contract, and Bonds; examine carefully all Drawings; visit the site of the Work to carefully examine local conditions; inform themselves by their independent research and sounding of the difficulties to be encountered, and all attending circumstances affecting the cost of doing the work, and the time specified for its completion; and obtain all information required to make an intelligent bid. 3.2 Bidders shall rely exclusively upon their surveys, estimates, investigations, and other things which are necessary for full and complete information upon which the bid may be made and for which a contract is to be awarded. The Bid Form, providing for unit and lump sum prices bid by the Contractor, contains a statement that all bids are made with the full knowledge of the difficulties and conditions that may be encountered, the kind, quality and quantity of the plans, work to be done, excavation, and materials required and with full knowledge of the drawings, profiles, specifications, and estimates and all provisions of the contract and Bonds. 3.3 Bidders shall 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. 3.4 Information and data shown or indicated in the Contract Documents with respect to existing underground facilities at or contiguous to the site is based upon information and data furnished to City of Fayetteville and Project Manager by City of Fayetteville’s of such underground facilities or others, and City of Fayetteville and Project Manager do not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. 3.5 On request, City of Fayetteville will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests, and studies. 3.6 Reference is made to the General Requirements for the identification of the general nature of work that is to be performed at the site by City of Fayetteville or others (such as utilities and other prime contractors) that relates to the work for which a Bid is to be submitted. On request, and as available, City of Fayetteville will provide to each Bidder, for examination, access to or copies of Contract Documents (other than portions thereof related to price) for such work. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 3 3.7 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 3, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences, or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given Project Manager written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Contract Documents and that the written resolutions thereof by Project Manager are acceptable to Bidder, and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 3.8 Mobilization shall not exceed 5% of bid total. This price shall NOT include bonds and insurance and trench and excavation safety, if applicable. 3.9 Any dumpsters needed for this project shall be procured from Fayetteville Recycling & Trash. No third party dumpsters shall be used. 3.10 Open burning and blasting are not allowed on City projects. 3.11 Contractor is responsible for obtaining all applicable permits; however, fees for City-issued permits shall be waived. PART FOUR - AVAILABILITY OF LANDS FOR WORK AND WORK BY OTHERS 4.1 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 City of Fayetteville unless otherwise provided in the Contract Documents. PART FIVE - INTERPRETATION OF CONTRACT DOCUMENTS AND ADDENDA 5.1 If any person contemplating submitting a bid for construction of the Work is in doubt as to the true meaning of any part of the proposed Contract Documents or finds discrepancies in or omissions from any part of the proposed Contract Documents, he should submit a written request for interpretation thereof to the Project Manager not later than seven days before the date set for bid opening. The person submitting the request shall be responsible for its prompt delivery. 5.2 Interpretation or correction of proposed Contract Documents will be made only by Addendum through the City’s online bidding portal. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. City of Fayetteville will not be responsible for any other explanations or interpretations of the proposed Contract Documents. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 4 5.3 Addenda may also be issued to modify the Bidding Documents as deemed advisable by City of Fayetteville or Project Manager. 5.4 Bidder assumes all responsibility for checking the City’s online bidding portal at www.fayetteville- ar.gov/bids for updates and addenda issued to this project. PART SIX - APPROXIMATE ESTIMATE OF QUANTITIES 6.1 Estimated quantities are approximate only and shall be the basis for receiving unit price bids for each item but shall not be considered by Bidders as actual quantities that may be required for the completion of the proposed work. However, such quantities, at the unit and lump sum prices bid for each item, shall determine the amount of each bid for comparison of Bids and aid in determining the low and responsive Bidder for the purpose of awarding the contract, and will be used as basis for fixing the amount of the required Bonds. PART SEVEN - UNIT PRICES 7.1 Bidders must state a price for each item of work named in the Bid. Unit and Lump Sum prices shall include amounts sufficient for the furnishing of all labor, materials, tools, equipment, and apparatus of every description to construct, erect, and finish completely all the work as called for in the Specifications or indicated on the Drawings. 7.2 Prices bid shall bear a fair relationship to the cost of the work to be done. Bids which appear unbalanced and are deemed not to be in the best interest of City of Fayetteville may be rejected at the discretion of City of Fayetteville. 7.3 By submission of a Bid, Bidder represents that Bidder has considered the entire Project and the Work required and has reviewed the Drawings and Specifications to verify the full scope of the Work. PART EIGHT - BID FORM 8.1 Bids are due as indicated in the Advertisement for Bids. 8.2 Bids which are incomplete, unbalanced, conditional, or obscure or which contain additions not called for, erasures, alterations, or irregularities of any kind or which do not comply with these Instructions to Bidders may be rejected as informal or non-responsive at the option of City of Fayetteville. However, City of Fayetteville reserves the right to waive technicalities as to changes, alterations, or revisions and to make the award in the best interest of City of Fayetteville. 8.3 Acceptance of alternate bids is at the City of Fayetteville’s discretion, as best services the City of Fayetteville’s interest. Each deductive alternate is provided for on the Bid Form (if applicable). The price of the Bid for each alternate will be the amount to be deducted from the price of the Total Base Bid if the City of Fayetteville selects any of the alternates. The unit price amount for each alternate shall be the same as the unit price amount listed in the Bid. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 5 8.4 No Bidder shall divulge the information in the Bid to any person whomsoever, except those having a partnership or other financial interest with him in the Bid, until after the bids have been opened. 8.5 All bids shall include all costs including but not limited to sales tax, use tax, permits, insurance, etc. The contractor on this project is defined by the Arkansas Revenue Laws as the user and is responsible for the appropriate taxes. There are NO provisions in this bid for a contractor to avoid taxes. The City of Fayetteville is not a tax-exempt entity. PART NINE - SIGNATURE ON BIDS 9.1 If the Bid is made by an individual, the firm name must be given, and the Bid Form signed by the individual or a duly authorized agent. If the Bid is made by a partnership, the firm name and the names of each member must be given, and the Bid signed by a member of the partnership, or a person duly authorized. If the Bid is made by a company or corporation, the company or corporate name must be given, and the Bid signed by an officer or agent duly authorized. The corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. 9.2 All names must be typed or printed in black ink below the signature. 9.3 The address and telephone number for communications regarding the Bid must be shown. 9.4 Powers of attorney, properly certified, for agents and others to sign Bids must be in writing and filed with City of Fayetteville. 9.5 The Bid shall also contain a signed acknowledgment of receipt of all Addenda. 9.6 Bidder shall possess an active State of Arkansas Contractor’s License prior to the bid deadline and a registration in good standing with the Arkansas Secretary of State prior to the contract award. 9.7 Bidder shall not be debarred from doing business with any government entity. PART TEN - BID BOND 10.1 A five percent (5%) bid security, in the form of a bid bond, or cashier’s check from a bank located in the State of Arkansas, as stated in the Advertisement for Bids, shall accompany each bid. Bid bonds for the difference in price between low bidder and second low bidder shall not be acceptable. 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. The Successful Bidder's security will be retained until City of Fayetteville receives a signed Agreement and required Bonds and Certificates of Insurance. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within fifteen days after the Notice of Selection, City of Fayetteville may annul the Notice of Selection and the Bid security of that Bidder will be forfeited. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 6 10.2 The City of Fayetteville reserves the right to retain the security of the three low bidders until the Successful Bidder enters into the Contract or until sixty (60) days after bid opening, whichever is sooner. Cash equivalent security of the second and third low bidder may be exchanged for an equivalent bid bond after bid tabulations are complete or thirty (30) days after bid opening, whichever is sooner. If any Bidder refuses to enter into an Agreement, City of Fayetteville may retain Bidder's bid security as liquidated damages but not as a penalty. PART ELEVEN - PERFORMANCE BOND AND PAYMENT BOND 11.1 NOTICE TO PROCEED, BONDS AND ORDERING PROCEDURES a. After contract award, the Contractor will provide the City with separate 100% performance and payment bonds, as required in the contract. b. Upon the City receiving and accepting the 100% Performance and Payment Bonds, the City will issue a Purchase Order along with a Notice of Award (NOA). c. The Notice of Award shall serve as permission for the Contractor to order any materials needed to complete the project, specifically those with a long lead time. The Notice of Award shall not extend longer than 120 days. d. The City will coordinate with the Contractor on the timing of the Notice to Proceed being issued, which shall take into consideration the expected delivery of items with a long lead time. e. Calendar days for substantial and final completion shall not start until the day following the issuance of a Notice to Proceed. f. The City will make progress payments for materials delivered on site, after verification of delivered materials by City. 11.3 If Required -- Contractor shall include provisions in the bonds which will guarantee the faithful performance of the prevailing hourly wage clause as required by the Arkansas Prevailing Wage Law, Arkansas Code Annotated § 22-9-308(d). 11.4 Contractor shall pay all expenses in connection with the obtaining of said Bonds. The Bonds shall be conditioned that Contractor shall faithfully perform the contract and shall pay all indebtedness for labor and materials furnished or performed in the construction of such alterations and additions as prescribed in this contract. 11.5 The surety company issuing the Bonds must be a solvent company on the "Surety Companies Annual List" issued by the U.S. Department of the Treasury, and the Bonds are not to be issued in an amount greater than the underwriting limitations for the surety company as set out therein. 11.6 In Arkansas, prevailing law requires that performance and payment Bonds on public works contracts shall be executed by a resident local agent who is licensed by the Insurance Commissioner to represent the surety company executing said Bonds and filing with such Bonds his Power of Attorney as his authority. The mere countersigning of the Bonds will not be sufficient. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 7 11.7 The date of the Bonds, and of the Power of Attorney, must not be prior to the date of the contract. At least two originals of the Bonds shall be furnished, each with Power of Attorney attached. The performance and payment bond shall be furnished to the City of Fayetteville accompanied by a receipt stamped by the Washington County Circuit Clerk’s Office. Before any work is performed under this contract, the bond shall be filed with the clerk of the circuit court of Washington County, Arkansas and accepted by the City of Fayetteville Project Manager. 11.8 Bonds are to be approved by City of Fayetteville. If any Bonds contracted for become unsatisfactory or unacceptable to City of Fayetteville after the acceptance and approval thereof, Contractor, upon being notified to that effect, shall promptly execute and furnish acceptable Bonds in the amounts herein specified. Upon presentation of acceptable Bonds, the unsatisfactory Bonds may be canceled at the discretion of Contractor. PART TWELVE – INSURANCE REQUIREMENTS 12.1 The successful bidder shall provide a Certificate of Insurance in accordance with the following guidelines, prior to commencement of any work: $1,000,000 Commercial Liability, Statutory Worker’s Compensation, and General Automotive, if applicable. SUCH CERTIFICATE SHALL LIST THE CITY OF FAYETTEVILLE AS AN ADDITIONAL INSURED. LISTING THE CITY OF FAYETTEVILLE AS A CERTIFICATE HOLDER ONLY IS NOT AN ACCEPTABLE SUBSTITUTE. CERTIFICATE OF INSURANCE MUST INCLUDE THE ENDORSEMENT SHOWING THE CITY OF FAYETTEVILLE LISTED AS AN ADDITIONAL INSURED. Insurance shall remain valid, when applicable, throughout project completion. 12.2 This bid is considered a public improvement bid. Public improvement bids shall submit certificates of insurance within 10 days of notice of notice to proceed, after City Council approval. Certificates of insurance are to be addressed to the City of Fayetteville, showing that the contractor carries the following insurance which shall be maintained throughout the term of the bid. Any work sublet; the contractor shall require the subcontractor similarly to provide the same insurance coverage. In case any employee engaged in work on the project is not protected under Workers’ Compensation, the Contractor shall provide, and shall cause each subcontractor to provide, adequate employer’s liability insurance for the protection of such of his employees as are not otherwise protected. PART THIRTEEN - CONTRACT TIME 13.1 Bidder agrees that the Work shall be substantially completed within __100__ consecutive calendar days from the date established in the written notice to proceed. Total completion (completed and ready for final payment) shall be __120__ consecutive calendar days from the date established in the written notice to proceed. The bidder agrees to pay liquidated damages for each consecutive calendar day thereafter the total completion time. 13.2 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, all Work at the Site shall be performed during regular working hours, and Contractor will not permit overtime work or the performance of Work on Saturday, Sunday, or any legal holiday without City of Fayetteville’s written consent. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 8 PART FOURTEEN - LIQUIDATED DAMAGES 14.1 Bidder accepts the provisions as to liquidated damages in the event of failure to complete the Work within the total completion time. Liquidated damages in the sum of __$500.00__ for each consecutive day thereafter will be assessed. PART FIFTEEN – SUBCONTRACTORS, SUPPLIERS, AND OTHERS 15.1 Contractor shall not assign or sublet all or any part of this contract without the prior written approval of City of Fayetteville nor shall Contractor allow such subcontractor to commence work until approval of workman's compensation insurance and public liability insurance as may be required. Approval of each subcontract by City of Fayetteville will in no manner release Contractor from any obligations as set out in the Drawings, Specifications, contract, and Bonds. PART SIXTEEN - SUBSTITUTE AND "OR EQUAL" ITEMS 16.1 Any reference to a particular brand or manufacture is in an effort to establish an acceptable level of quality for this purchase and are used as a basis of design in regard to establishing a minimum performance standard. Brands or manufacturers that are included in a bid that are of at least equal quality, size, and specification as to what has been specified, will be acceptable for consideration. All requests for approved substitutions shall be submitted by e-mail. Such request to obtain an acceptable substitution shall be made in writing to Kenny Fitch, Sr. Purchasing Agent, at kfitch@fayetteville-ar.gov. The Sr. Purchasing Agent will forward any such requests to the responsible City Department for review. Approval of all submittals will be made only by Addendum issued by the City of Fayetteville Purchasing Division. PART SEVENTEEN - QUALIFICATIONS AND RESPONSIBILITY OF BIDDERS 17.1 To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within five days after bid opening, upon City of Fayetteville's or Project Manager’s request, detailed written evidence such as financial data, present commitments, and other such data as may be called for. Each Bid must contain evidence of Bidder's qualification to do business in the State of Arkansas. 17.2 CERTIFICATION OF FUNDS: Notice: bidders are required to provide pricing for all line items. Failure to provide deductive alternate pricing can result in bid rejection. The City intends to award this contract to the lowest qualified responsive responsible bidder based on the lump sum bid as long as such bid falls within the amount of funds certified for the project, plus 25%. a. In the event no bid falls within the amount of funds certified for the project, plus 25%, the City will utilize the deductive alternates in order until bids can be compared within the amount certified, plus 25%. In the event all deductive alternates are subtracted and no bid falls within the amount certified, plus 25%, all bids will be rejected. b. The City shall have the authority to negotiate an award with the apparent responsive responsible low bidder but only if the low bid is within twenty-five present (25%) of the certification of funds. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 9 17.3 DEDUCTIVE ALTERNATES: This does not include any deductive alternates. PART EIGHTEEN - DISQUALIFICATIONS OF BIDDERS 18.1 Any one or more of the following may be considered as sufficient for the disqualification of bidders and the rejection of Bids. 18.2 More than one Bid Form for the same work from an individual, firm, partnership, or corporation under the same or different names. 18.3 Evidence of collusion among bidders. Participants in such collusion may receive no recognition as bidders for any future work. 18.4 Unbalanced Bid Forms in which the prices for some items are out of proportion to the prices for other items, or changes written in, or amendments by letter, or failure to submit a unit price for each item of work for which a bid price is required by the Bid Form, or failure to include all required contract documents. 18.5 Lack of competency as revealed by the financial statement, experience, plant, and equipment statements submitted. Lack of responsibility as shown by past work judged from the standpoint of workmanship and progress. 18.6 Uncompleted work which, in the judgment of City of Fayetteville, might hinder or prevent the prompt completion of additional work if awarded. 18.7 Being in arrears on existing contracts, in litigation with City of Fayetteville, or having defaulted on a previous contract. PART NINETEEN - OPENING OF BIDS 19.1 Bids will be opened and read aloud publicly at the place where Bids are to be submitted in a room to be designated by City of Fayetteville the day of the bid opening. A bid tabulation of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. PART TWENTY - EVALUATION OF BIDS 20.1 After the bids are opened and read, the quantities will be extended and totaled in accordance with the bid prices of the accepted Bids. This review of the Bids will confirm the low bidder. 20.2 In evaluating Bids, City of Fayetteville will consider the qualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data as may be requested in the Bid Form or prior to the Notice of Selection. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 10 20.3 City of Fayetteville 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 must be submitted as provided in the Supplementary Conditions. City of Fayetteville also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Selection. PART TWENTY-ONE - RIGHT TO REJECT BIDS 21.1 City of Fayetteville reserves the right to reject any and all Bids, to waive technicalities, and to advertise for new bids. All Bids are subject to this reservation. City of Fayetteville reserves to itself the right to decide which shall be deemed the lowest responsive and responsible Bid. Due consideration will be given to the reputation, financial ability, experience and equipment of the Bidder. 21.2 City of Fayetteville also reserves the right to waive informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. PART TWENTY-TWO - AWARDING OF CONTRACT 22.1 City of Fayetteville reserves the right to withhold the awarding of a contract a reasonable period of time from the date of opening bids, not to exceed sixty (60) days except with the consent of the Successful Bidder. The awarding of a contract upon a successful Bid shall give the Bidder no right to action or claim against City of Fayetteville upon the contract until the contract is reduced to writing and signed by the contracting parties. The letting of a contract shall not be complete until the contract is executed, and the necessary Bonds approved. PART TWENTY-THREE - RETAINAGE 23.1 The City of Fayetteville shall make progress payments within two (2) weeks after Architect/Engineer’s Certification of Payment. All such payments will be measured by the schedule of values established as provided in the General Requirements. a. 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/Architect shall determine, or The City of Fayetteville may withhold, in accordance with the General Requirements. b. Retainage will be with-held from each pay request in the amount of 5%. After Substantial Completion has been issued by the Architect, Payments can be made for 100% less the value of remaining punch list items as identified by the Architect on the Certificate of Substantial Completion. c. 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 Requirements. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 11 PART TWENTY-FOUR - SIGNING OF AGREEMENT 24.1 When City of Fayetteville gives a Notice of Selection to the Successful Bidder, it will be accompanied by the number of unsigned counterparts of the Agreement as indicated in the Supplementary Conditions, with all other written Contract Documents attached. Within five (5) days thereafter, the Contractor shall execute the contract and return to the City to submit to City Council for approval. Within 21 days, the City of Fayetteville shall return the fully executed contract to Contractor. Contractor will have five (5) days to provide the Performance and Payment Bonds for the project. PART TWENTY-FIVE - MATERIALS GUARANTEE 25.1 Before any contract is awarded Bidder may be required to furnish a complete statement of the origin, composition, or manufacture of any or all materials proposed to be used in the construction of the Work, together with samples, which may be subjected to tests provided for in the Specifications to determine their quality and fitness for the Work. PART TWENTY-SIX - FAMILIARITY WITH LAWS 26.1 Bidder is presumed to be familiar with all federal, state, and city laws, ordinances, and regulations which in any manner affect those engaged or employed in the Work, or the materials or equipment used, or that in any way affect the Work and shall in all respects comply with said laws, ordinances, and regulations. No claim of misunderstanding or ignorance on the part of Contractor will in any way serve to modify the provisions of the contract. No representations shall be binding unless embodied in the contract. PART TWENTY-SEVEN - INDEMNIFICATION 27.1 To the extent of the limits of the Contractor’s Commercial General Liability Insurance, the Contractor shall indemnify and hold harmless the City of Fayetteville against any and all liability, claims, demands, damages, losses, and expenses, including attorneys' fees, in connection with or arising out of any damage or alleged damage to any of the City’s existing adjacent property, including personal property, that may arise from the performance of the Work, to the extent caused by the negligent or intentionally wrongful acts or omissions of the Contractor, Subcontractor, Supplier, Sub subcontractor, or anyone employed directly or indirectly by any of them or by anyone for whose acts any of them may be liable. PART TWENTY-EIGHT - MISCELLANEOUS 28.1 Bidder shall 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. 28.2 The awarded contractor shall 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. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 01 – INSTRUCTIONS TO BIDDERS 12 28.3 Contractor shall provide weekly updates to appropriate City staff, identified by the City, 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. END OF SECTION 01 – INSTRUCTIONS TO BIDDERS CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 02 – BID FORM 1 SECTION 02 BID FORM Bid Number: 26-25, Construction – FPD Fueling Station BID TO: Owner: The 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 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 of Award. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 02 – BID FORM 2 ARTICLE 3 - BIDDER’S REPRESENTATIONS 3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: Number Date __________________ ___________________ __________________ ___________________ __________________ ___________________ __________________ ___________________ A. Bidder has examined and carefully studied the Bid Documents, and the following Addenda, receipt of all which is hereby acknowledged: B. Bidder has visited the Site 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 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. E. 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. F. Bidder has given 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 Purchasing Division is acceptable to Bidder. G. 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. H. 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 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 02 – BID FORM 3 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. I. Upon receipt of written notice of acceptance of this bid, bidder will execute the formal contract attached within 10 days and deliver a Surety Bond or Bonds as required by the General Conditions. J. The bid security attached in the sum of $________________________ is to become the property of the Owner in the event the contract and bond are not executed within the time set forth above, as liquidated damages for the delay and additional expense to the Owner caused thereby. ARTICLE 4 – CONTRACT TIMES 4.01 Bidder accepts the provisions as to liquidated damages in the event of failure to complete the Work within the total completion time. Liquidated damages in the sum of $__500.00_ for each consecutive calendar day thereafter will be assessed. 4.02 Determination of Contract Time A. General The time allowed for the completion of the Work included in the Contract will be stated in the Proposal and Contract and will be known as the "Contract Time". The contract time will be specified as calendar days. The Contractor shall take into consideration all normal conditions considered unfavorable to the normal progress of the Work and place a sufficient work force and equipment on the project to ensure completion of the Work within the contract time. The Park Planning Superintendent will determine the date upon which the Contract is substantially complete and time assessment will cease. In the event cleanup is necessary or items found at the final inspection are to be corrected, the Contractor shall complete this work in a timely manner or the Park Planning will resume time charges. B. Calendar Day Calendar day contract time includes delays for normal weather-related events, such as rain, snow, and freezing temperatures that may affect the progress of the construction in the following amounts on a per-month basis as hereinafter set out. Only weather- related delays in excess of these amounts will be considered for time extensions, if requested by the Contractor. Days Included in Contract Times for Normal Weather- Related Events, on a monthly basis, are: CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 02 – BID FORM 4 Month Days January 11 February 9 March 8 April 8 May 8 June 8 July 7 August 7 September 7 October 7 November 7 December 8 4.03 No changes in contract times will be allowed for any reason without a request in writing from the contractor. This request shall include reasons for the request with supporting documentation as proof of extraordinary delays beyond the contractor’s control. Normal rainfall amounts and soil conditions will not be considered as reasons for extensions of time, nor will workload of the Contractor. The request must be submitted to the Park Planning Superintendent every week on Friday to be considered. No compensation will be made for monetary damages due to weather delay(s). ARTICLE 5 – TERMINOLOGY 5.01 The terms used in this Bid which are defined in the GENERAL CONDITIONS or Instructions to Bidders will have the meanings assigned to them. SUBMITTED on _____________________________, 20______. Arkansas State Contractor License No. _______________________________ CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 02 – BID FORM 5 If Bidder is: AN INDIVIDUAL Name (type or printed): ___________________________________________ By: __________________________________________________(SEAL) (Individual’s Signature) Doing business as: ___________________________________________________ Business address: ___________________________________________________ ___________________________________________________ Phone No.: ___________________________ FAX No.: _____________________ Tax ID No.: ___________________________ UEI No.: _____________________ A PARTNERSHIP Partnership Name: ______________________________________(SEAL) By: _________________________________________________________ (Signature of general partner – attach evidence of authority to sign) Name (type or printed): _______________________________________________ Business address: ______________________________________________________ ____________________________________________________________________ Phone No.: ____________________________ FAX No.: ____________________ Tax ID No.: ___________________________ UEI No.: _____________________ CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 02 – BID FORM 6 A CORPORATION 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: _________________________________________________________ (CORPORATE SEAL) Attest: ________________________________________________________ (Signature of Corporate Secretary) Business address: _________________________________________________ ________________________________________________________________ Phone No.: ________________________ FAX No.: ___________________ Tax ID No.: ________________________ UEI No.: ___________________ END OF SECTION 02 – BID FORM CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 03 – LIST OF SUBCONTRACTORS 1 SECTION 03 LIST OF SUBCONTRACTORS 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: BID 26-25, CONSTRUCTION – FPD FUELING STATION Bidder certifies that all Subcontractors listed are eligible to perform the Work. Subcontractor’s Work Subcontractor’s Name Expected Percentage and Address or Value Clearing/Demolition ___________________________________ __________________ ___________________________________ __________________ Mechanical ___________________________________ __________________ ___________________________________ __________________ Plumbing ___________________________________ __________________ ___________________________________ __________________ Electrical ___________________________________ __________________ ___________________________________ __________________ Roofing/Sheet Metal ___________________________________ __________________ ___________________________________ __________________ Other (designate) ___________________________________ __________________ ___________________________________ __________________ NOTE: This form must be submitted in accordance with the Instructions to Bidders. ________________________________________ Bidder’s Signature CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 04 - CONTRACTOR REFERENCES 1 SECTION 04 CONTRACTOR REFERENCES The following information is required from all Bidders so all bids may be reviewed and properly evaluated: COMPANY NAME: ________________________________________________________________________________ NUMBER OF YEARS IN BUSINESS: ___________________HOW LONG IN PRESENT LOCATION: ____________________ TOTAL NUMBER OF CURRENT EMPLOYEES: _________________ FULL TIME _______________ PART TIME NUMBER OF EMPLOYEES PLANNED FOR THIS CONTRACT: ____________ FULL TIME ____________ PART TIME PLEASE LIST FOUR (4) REFERENCES THAT YOU HAVE PREVIOUSLY PERFORMED SIMILAR CONTRACT SERVICES FOR WITHIN THE PAST FIVE (5) YEARS (All fields must be completed): 1. ___________________________________________ 2. _________________________________________ COMPANY NAME COMPANY NAME _____________________________________________ ___________________________________________ CITY, STATE, ZIP CITY, STATE, ZIP _____________________________________________ ___________________________________________ CONTACT PERSON CONTACT PERSON _____________________________________________ ___________________________________________ TELEPHONE TELEPHONE _____________________________________________ ___________________________________________ DATE COMPLETED DATE COMPLETED _____________________________________________ ___________________________________________ E-MAIL ADDRESS E-MAIL ADDRESS 3. ___________________________________________ 4. _________________________________________ COMPANY NAME COMPANY NAME _____________________________________________ ___________________________________________ CITY, STATE, ZIP CITY, STATE, ZIP _____________________________________________ ___________________________________________ CONTACT PERSON CONTACT PERSON _____________________________________________ ___________________________________________ TELEPHONE TELEPHONE _____________________________________________ ___________________________________________ DATE COMPLETED DATE COMPLETED _____________________________________________ ___________________________________________ E-MAIL ADDRESS E-MAIL ADDRESS CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 05 - BID BOND 1 SECTION 05 BID BOND 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: BID 26-25, CONSTRUCTION – FPD FUELING STATION 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. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 05 - BID BOND 2 Signed and sealed this ____________ day of __________________ 20_____. PRINCIPAL (CORPORATE SEAL) _______________________________________ By ____________________________________ _______________________________________ SURETY _______________________________________ By _____________________________________ _______________________________________ ATTORNEY-IN-FACT (CORPORATE SEAL) _______________________________________ _______________________________________ (This Bond shall be accompanied with Attorney-in-Fact’s authority from Surety) END OF SECTION 05 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 06 - PERFORMANCE BOND 1 SECTION 06 PERFORMANCE BOND 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 BID 26-25, CONSTRUCTION – FPD FUELING STATION 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, upon determination CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 06 - PERFORMANCE BOND 2 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) _______________________________________ By ____________________________________ _______________________________________ SURETY COUNTERSIGNED: Resident Agent State of Arkansas _____________________________________ _______________________________________ By _____________________________________ By ____________________________________ _______________________________________ _______________________________________ ATTORNEY-IN-FACT (CORPORATE SEAL) _______________________________________ _______________________________________ (This Bond shall be accompanied with Attorney-in-Fact’s authority from Surety) Approved as to Form: _______________________________________ _______________________________________ Attorney for ____________________________ CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 07 - LABOR AND MATERIAL PAYMENT BOND 1 SECTION 07 LABOR AND MATERIAL PAYMENT BOND This Bond is issued simultaneously with the 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 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 BID 26-25, CONSTRUCTION – FPD FUELING STATION 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: CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 07 - LABOR AND MATERIAL PAYMENT BOND 2 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 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. CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION – FPD FUELING STATION SECTION 07 - LABOR AND MATERIAL PAYMENT BOND 3 Signed and sealed this ______________ day of ____________________ 20______. CONTRACTOR (CORPORATE SEAL) _______________________________________ By ____________________________________ _______________________________________ SURETY COUNTERSIGNED: Resident Agent State of Arkansas _____________________________________ _______________________________________ By _____________________________________ By ____________________________________ _______________________________________ _______________________________________ ATTORNEY-IN-FACT (CORPORATE SEAL) _______________________________________ _______________________________________ (This Bond shall be accompanied with Attorney-in-Fact’s authority from Surety) Approved as to Form: _______________________________________ _______________________________________ Attorney for ____________________________ SECTION 08 – TECHNICAL SPECIFICATONS Technical Specifications Bid 26-25, Construction – FPD Fueling Station City of Fayetteville, Arkansas SECTION 02 41 13 SELECTIVE SITE DEMOLITION PDHQ FUELING STATION 02 41 13 SELECTIVE SITE DEMOLITION Page 1 of 4 PART 1 – GENERAL 1.1 RELATED SECTIONS A.Division 01 - General Requirements 1. Section 01 74 19 - Construction Waste Management and Disposal 2. Section 01 35 29 - Health and Safety Procedures B. Division 02 - Existing Conditions 1. Section 02 41 00 - Demolition and Structure Moving C. Division 31 – Earthwork 1. Section 31 23 00 - Excavation and Fill D. Division 33 – Utilities 1. Section 33 05 00 - Common Work Results for Utilities 2. Section 33 11 00 - Water Utility Distribution Piping E. Division 02 82 00 - Asbestos Remediation (if applicable) 1.2 REFERENCES, CODES, AND STANDARDS A. American National Standards Institute (ANSI) 1. ANSI A10.6 - Safety Requirements for Demolition Operations B. Occupational Safety and Health Administration (OSHA) 1. OSHA 29 CFR 1926 Subpart T – Demolition 2. OSHA 29 CFR 1926 Subpart Z - Toxic and Hazardous Substances C. Environmental Protection Agency (EPA) 1. EPA 40 CFR Part 61 - National Emission Standards for Hazardous Air Pollutants (NESHAP) D. National Fire Protection Association (NFPA) 1. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations E. American Society for Testing and Materials (ASTM) 1. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C F. International Code Council (ICC) 1. International Building Code (IBC) G. Local and State Codes and Ordinances 1. Comply with all applicable local and state requirements for demolition and environmental protection. 1.3 SUBMITTALS A. Demolition Plan PDHQ FUELING STATION 02 41 13 SELECTIVE SITE DEMOLITION Page 2 of 4 1. Submit a detailed selective demolition plan indicating methods, sequence, equipment, and safety measures. B. Waste Management Plan 1. Submit a construction waste management plan including recycling, reuse, and disposal procedures. C. Permits and Notifications 1. Provide copies of all required permits, notifications to authorities, utility disconnection approvals, and asbestos abatement certifications if applicable. D. Schedule 1. Provide a demolition schedule coordinated with other work on site. 1.4 QUALITY ASSURANCE A. Qualifications 1. Demolition Contractor shall have a minimum of five (5) years documented experience in selective demolition of similar scope and complexity. 2. Contractor personnel shall be trained in OSHA demolition safety procedures and hazardous materials handling. B. Pre-demolition Inspection 1. Conduct a thorough site inspection to identify hazardous materials, structural elements, and utilities prior to demolition. 2. Perform and document pre-demolition photographic survey of affected areas. C. Testing and Monitoring 1. Perform air monitoring for dust, asbestos fibers, and other hazardous materials as required by OSHA and EPA during demolition. 2. Conduct structural monitoring if required to ensure adjacent structures are not adversely affected. D. Safety 1. Comply with all OSHA safety requirements including use of personal protective equipment (PPE), barricades, signage, and emergency procedures. 2. Provide dust control measures such as water spray, barriers, and air filtration as needed. 1.5 WARRANTIES A. Demolition Work Warranty 1. Provide a warranty for demolition work covering workmanship and compliance with specified requirements for a period of one (1) year from date of substantial completion. B. Environmental Compliance Warranty PDHQ FUELING STATION 02 41 13 SELECTIVE SITE DEMOLITION Page 3 of 4 1. Warrant that all demolition activities comply with federal, state, and local environmental regulations including proper handling and disposal of hazardous materials. PART 2 – PRODUCTS 2.1 EQUIPMENT A.Select equipment appropriate to the scale and type of selective demolition including but not limited to excavators with hydraulic shears, breakers, hand tools, and vacuum systems for dust control. B. Provide shoring, bracing, and temporary support as required to maintain stability of remaining structures. 2.2 MATERIALS FOR PROTECTION A. Temporary Barriers 1. Use fencing, barricades, and dust screens to protect adjacent areas and control access. B. Dust Control Materials 1. Water sprays, misting systems, and dust suppressants approved for environmental compliance. C. Salvage Containers 1. Provide containers or bins for segregated storage of salvaged materials, recyclable materials, and waste. PART 3 – EXECUTION 3.1 EXAMINATION A.Verify locations of utilities prior to commencement of demolition. B. Confirm that all hazardous materials have been removed or abated as required prior to demolition. C. Notify Engineer and Owner of any discrepancies or unexpected hazardous conditions before proceeding. 3.2 PREPARATION A. Erect temporary barriers, fencing, and signage to restrict unauthorized access. B. Disconnect and cap utilities in coordination with utility companies. C. Implement dust control measures and erosion control as per approved plans. PDHQ FUELING STATION 02 41 13 SELECTIVE SITE DEMOLITION Page 4 of 4 3.3 SELECTIVE DEMOLITION PROCEDURES A.Demolish identified site elements including pavement, curbs, sidewalks, structures, foundations, and utilities as indicated in contract documents. B. Perform demolition in a manner to prevent damage to adjacent structures and utilities to remain. C. Salvage materials as specified for reuse or recycling; handle and store salvaged materials to prevent contamination or damage. D. Remove and legally dispose of all demolition debris in accordance with federal, state, and local regulations. E. Control dust, noise, vibration, and other impacts during demolition operations. 3.4 SITE CLEANUP A. Remove all demolition equipment, debris, and temporary protection upon completion. B. Leave site in clean and safe condition ready for subsequent construction activities. C. Conduct final inspection with Owner’s representative to verify completion. 3.5 DISPOSAL A. Segregate waste streams including concrete, metals, wood, asphalt, and hazardous materials. B. Transport and dispose of materials at approved recycling or landfill facilities. C. Provide manifests, receipts, or other documentation of disposal and recycling for record. 3.6 PROTECTION A. Protect existing site features and utilities to remain from damage during demolition. B. Immediately repair any damage caused by demolition activities at no cost to Owner. 3.7 FIELD QUALITY CONTROL A. Continuous monitoring of dust, noise, and vibration levels during demolition. B. Periodic inspection of temporary supports and barriers. C. Document and report any non-compliance or incidents to Engineer and Owner promptly. END OF SECTION SECTION 31 00 00 EARTHWORK PDHQ FUELING STATION 31 00 00 EARTHWORK Page 1 of 6 PART 1 – GENERAL 1.1 RELATED SECTIONS A.Section 01 33 00 – Submittal Procedures B. Section 01 45 00 – Quality Control C. Section 31 05 16 – Aggregates for Earthwork D. Section 31 05 19 – Geotextiles E. Section 31 20 00 – Earth Moving F. Section 31 23 00 – Excavation and Fill G. Section 31 23 16 – Excavation and Backfill for Utilities H. Section 31 25 00 – Erosion and Sedimentation Controls I. Section 32 13 13 – Concrete Paving J. Section 32 90 00 – Planting 1.2 REFERENCES A. American Society for Testing and Materials (ASTM) 1. ASTM D698 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort 2. ASTM D1557 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort 3. ASTM D2487 – Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 4. ASTM D4253 – Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table 5. ASTM D4254 – Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density 6. ASTM D4318 – Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils 7. ASTM D698 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 8. ASTM D4829 – Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass 9. ASTM D6938 – Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) B. American Association of State Highway and Transportation Officials (AASHTO) 1. AASHTO T99 – Moisture-Density Relations of Soils Using a 5.5-lb Rammer and 12-in. Drop 2. AASHTO T180 – Moisture-Density Relations of Soils Using a 10-lb Rammer and 18-in. Drop C. International Building Code (IBC) 2021 D. Occupational Safety and Health Administration (OSHA) Standards 29 CFR PDHQ FUELING STATION 31 00 00 EARTHWORK Page 2 of 6 E. Local Jurisdictional Codes and Regulations (as applicable) 1.3 DEFINITIONS A. 1.3.1 Earthwork: All excavation, filling, backfilling, and grading operations required to prepare the site for construction. B. 1.3.2 Compaction: The process of increasing soil density by mechanical means to achieve specified soil properties. C. 1.3.3 Borrow Soil: Soil imported from off-site for use as fill. D. 1.3.4 Subgrade: The prepared surface on which subsequent construction or fill is placed. 1.4 SUBMITTALS A. Action Submittals 1. Soil Reports including geotechnical investigation and analysis. 2. Proposed excavation and earthwork plan with sequencing and equipment. 3. Sources and specifications of imported fill materials including gradation and compaction characteristics. 4. Compaction test plan and quality control procedures. 5. Proposed erosion and sediment control plan related to earthwork operations. 6. List of equipment to be used in earthwork operations. B. Informational Submittals 1. Copies of permits and approvals related to earthwork. 2. Material test reports for fill materials. 3. Daily earthwork logs indicating volume of excavation/fill and compaction results. 4. Certification of compliance for compaction and moisture content. 5. Safety plan specific to excavation and earthwork activities. 6. Records of field density tests and laboratory testing results. 1.5 QUALITY ASSURANCE A. Qualifications 1. Engage a qualified geotechnical engineer to review soil conditions, perform testing, and provide recommendations. 2. Employ experienced personnel and licensed contractors specializing in earthwork operations. B. Testing 1. Perform soil classification, moisture content, and compaction testing per ASTM and AASHTO standards. 2. Testing laboratory shall be accredited and independent from the contractor. 3. Field density tests shall be conducted at a frequency not less than one test per 500 square feet per lift or as required by governing codes. PDHQ FUELING STATION 31 00 00 EARTHWORK Page 3 of 6 C. Verification 1.Verify excavation limits, subgrade elevations, and compaction levels prior to placement of fill or construction. 2. Perform pre-construction survey and documentation of existing site conditions. D. Safety 1. Earthwork shall comply with OSHA requirements for excavation safety, including shoring, sloping, and protective systems. 2. Provide barricades, signage, and protective measures to secure excavation areas. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery 1. Deliver fill materials in a dry, uncompacted condition and free from debris, organic matter, and frozen materials. B. Storage 1. Stockpile imported and on-site soils separately to prevent mixing of unsuitable materials. 2. Protect stockpiles from contamination and erosion by wind or rain. C. Handling 1. Handle materials to prevent segregation or contamination. 2. Maintain moisture content within specified limits during handling and placement to ensure compaction quality. 1.7 WARRANTY A. Provide a warranty for earthwork materials and workmanship against defects for a period of one year from date of substantial completion. B. Warranty shall cover settlement, inadequate compaction, erosion, or failure of earthwork to perform as specified. C. Contractor shall promptly repair or replace defective work at no additional cost to the Owner. PART 2 – PRODUCTS 2.1 SOILS AND FILL MATERIALS A.General Requirements 1. Fill material shall be free from organic matter, roots, debris, frozen soil, and other deleterious materials. 2. Material shall meet gradation requirements per ASTM D2487 Soil Classification System as specified in project documents. B. On-Site Soils PDHQ FUELING STATION 31 00 00 EARTHWORK Page 4 of 6 1. On-site soils may be used if tested and approved by the geotechnical engineer. C.Imported Fill 1. Imported fill shall comply with project specifications and be approved prior to delivery. 2. Gradation, plasticity, and compaction characteristics shall be provided by supplier. 2.2 GEOTEXTILES AND EROSION CONTROL MATERIALS A. Geotextiles shall conform to Section 31 05 19 and be used where indicated to separate fill materials or stabilize subgrade. B. Erosion control blankets and sediment barriers shall comply with Section 31 25 00. 2.3 MANUFACTURERS A. Geotextile and Erosion Control 1. TenCate Geosynthetics 2. Propex Operating Company LLC 3. Huesker, Inc. PART 3 – EXECUTION 3.1 EXAMINATION A.Verify that site conditions are ready to receive work and that underground utilities and structures are located and protected. B. Notify Engineer of any discrepancies or unsuitable conditions before proceeding. C. Verify that subgrade is free of frost, standing water, soft spots, debris, and frozen materials. 3.2 PREPARATION A. Clearing and Grubbing 1. Remove trees, shrubs, roots, debris, and topsoil as indicated. B. Stripping and Stockpiling 1. Strip topsoil from areas to be excavated or filled and stockpile separately. C. Excavation 1. Excavate to subgrade elevations as indicated. 2. Remove unsuitable or unstable soils as directed. D. Subgrade Preparation 1. Scarify and loosen subgrade surface where required to achieve bonding with fill. 2. Moisture condition subgrade to optimum moisture content for compaction. PDHQ FUELING STATION 31 00 00 EARTHWORK Page 5 of 6 3.3 FILL PLACEMENT AND COMPACTION A.Placement 1. Place fill in horizontal lifts not exceeding 8 inches loose thickness unless otherwise approved. 2. Maintain moisture content within plus or minus 2% of optimum moisture content. B. Compaction 1. Compact each lift to not less than 95 percent of maximum dry density as determined by ASTM D698 or D1557. 2. Use appropriate compaction equipment such as rollers, rammers, or vibratory compactors. C. Testing 1. Perform field density tests at required frequencies. 2. Provide results to Engineer for acceptance. D. Correction of Deficiencies 1. Remove or rework areas failing to meet compaction or moisture requirements. 2. Retest after corrective action until specified requirements are met. 3.4 GRADING A. Uniformly grade and shape earthwork areas to required elevations and slopes. B. Provide positive drainage away from structures and as indicated on drawings. C. Finish surfaces smooth and free of irregularities. 3.5 EROSION AND SEDIMENTATION CONTROL A. Implement erosion control measures during and after earthwork to prevent sediment runoff. B. Maintain temporary erosion control devices until permanent stabilization is established. 3.6 FIELD QUALITY CONTROL A. Inspection and Testing 1. Engineer or testing agency will perform periodic inspections and testing. 2. Contractor shall cooperate and provide access and documentation. B. Non-Conformance 1. Immediately correct non-conforming work. 2. Additional testing and inspection may be required at Contractor’s expense. 3.7 PROTECTION PDHQ FUELING STATION 31 00 00 EARTHWORK Page 6 of 6 A. Protect completed earthwork from disturbance or damage by subsequent construction activities. B. Repair or rework any damaged areas to meet original specifications. 3.8 CLEANING A. Remove surplus materials, debris, and equipment from site. B. Leave site in a clean and orderly condition. END OF SECTION SECTION 31 10 00 SITE CLEARING PDHQ FUELING STATION 31 10 00 SITE CLEARNING Page 1 of 5 PART 1 – GENERAL 1.1 RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.1 SUMMARY A. This Section includes the following: 1. Clearing and grubbing of vegetation and debris. 2. Removal and disposal of trees, shrubs, roots, stumps, brush, and other vegetation. 3. Stripping and stockpiling topsoil. 4. Removal and disposal of existing improvements and debris as indicated. 5. Site dewatering and sediment control as required during clearing operations. B. Related Sections include, but are not limited to: 1. Division 31 Section "Earth Moving" for excavation, backfilling, and grading. 2. Division 31 Section "Erosion and Sedimentation Controls" for soil erosion prevention and sediment control. 3. Division 32 Section "Landscape Grading" for final grading and landscape preparation. 4. Division 32 Section "Soil Preparation" for soil amendments and preparation. 5. Division 01 Section "Temporary Facilities and Controls" for temporary erosion and sedimentation control measures. 1.2 REFERENCES, CODES, AND STANDARDS A. Applicable codes and standards include but are not limited to: 1. American National Standards Institute (ANSI) Z133.1 - American National Standard for Arboricultural Operations – Safety Requirements. 2. Occupational Safety and Health Administration (OSHA) Standards, 29 CFR Part 1926 - Safety and Health Regulations for Construction. 3. ASTM International: a) ASTM D448 - Standard Classification for Sizes of Aggregate for Road and Bridge Construction. b) ASTM D1556 - Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method. c) ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). 4. U.S. Environmental Protection Agency (EPA) - Clean Water Act (CWA) for sediment control and stormwater management. 5. Local and State Environmental Protection Regulations. PDHQ FUELING STATION 31 10 00 SITE CLEARING Page 2 of 5 6. International Society of Arboriculture (ISA) Best Management Practices for Tree Removal and Protection. 7. National Fire Protection Association (NFPA) 241 - Standard for Safeguarding Construction, Alteration and Demolition Operations. 1.3 SUBMITTALS A. Action Submittals: 1. Site Clearing Plan indicating limits of clearing, protection zones for existing trees to be preserved, stockpile locations, and sediment control measures. 2. Equipment List including types and capacity of equipment proposed for clearing operations. 3. Schedule of Clearing Activities including sequence and timing. 4. Waste Management Plan detailing disposal methods and recycling of cleared materials. 5. Certification of Compliance with applicable codes and standards. 6. Proposed Methods for Removal of Hazardous Vegetation or Material, if applicable. B. Informational Submittals: 1. Copies of permits and notifications required for clearing operations. 2. Manufacturer’s product data for erosion control products used during clearing. 3. Photographic documentation of site conditions before and after clearing. 4. Material Safety Data Sheets (MSDS) for chemicals or herbicides used, if any. 1.4 QUALITY ASSURANCE A. Perform site clearing work in accordance with recognized industry standards and manufacturers’ recommendations. B. Personnel performing tree removal or trimming shall be certified arborists or experienced operators familiar with ANSI Z133.1 safety requirements. C. Maintain erosion and sediment controls at all times during clearing activities to prevent sedimentation of adjacent properties and water bodies. D. Comply with all local, state, and federal environmental regulations regarding protected species, wetlands, and historic resources. E. Pre-clearing meeting to be conducted with Owner, Contractor, and appropriate authorities to review clearing limits, protection measures, and safety protocols. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store erosion control materials, such as silt fencing, wattles, and blankets, in a dry, protected area to prevent damage and contamination. B. Handle cleared materials to prevent spillage and facilitate recycling or disposal. PDHQ FUELING STATION 31 10 00 SITE CLEARING Page 3 of 5 C. Maintain equipment in good working order and free of oil, fuel, or other contaminants that could cause environmental damage. D. Protect stockpiled topsoil from erosion, contamination, and compaction. Cover stockpiles when not actively used. 1.6 WARRANTY A. Provide warranty for clearing operations that all work will be free of defects in workmanship and materials for a period of one year from date of final acceptance. B. Warranty includes responsibility for repair or replacement of any damage to adjacent protected trees, utilities, or improvements caused by clearing operations. C. Warranty includes ensuring that no undesirable vegetation or debris remains that could affect subsequent construction or landscaping. PART 2 – PRODUCTS 2.1 MANUFACTURERS A.Erosion and Sediment Control Products: 1. North American Green 2. Profile Products LLC 3. Best Management Products, Inc. 4. Silt-Saver, Inc. 2.2 MATERIALS A. Erosion Control Materials: Silt fences, wattles, erosion control blankets, mulch, and soil stabilization products as specified in Division 31 Sections. B. Topsoil: Stockpiled native topsoil free of roots, debris, and contaminants. C. Disposal Containers: Containers and receptacles for collection and transport of cleared materials. D. Herbicides or Chemicals: Use only if specified and approved, and in accordance with applicable regulations and MSDS. PART 3 – EXECUTION 3.1 EXAMINATION A.Verify that utility locations have been identified and marked. Notify utility companies and the Owner of conflicts prior to clearing. B. Confirm limits of clearing and grubbing with the Owner’s representative. C. Identify trees, vegetation, or site features to be preserved or protected. PDHQ FUELING STATION 31 10 00 SITE CLEARING Page 4 of 5 D. Inspect erosion and sediment control measures to ensure they are installed and functioning before clearing begins. 3.2 PREPARATION A. Install sediment and erosion control devices around the perimeter of the clearing area and at appropriate points downslope. B. Mark and protect trees and vegetation to remain using fencing or barricades. C. Conduct a pre-clearing meeting with all personnel involved to review safety, environmental protection, and clearing procedures. 3.3 CLEARING AND GRUBBING A. Remove all trees, shrubs, brush, roots, stumps, and other vegetation within the designated clearing limits. B. Remove above and below ground parts of vegetation including roots and stumps to a minimum depth of 18 inches below finished grade or as otherwise indicated. C. Remove man-made improvements, debris, rubbish, and other obstructions encountered within the clearing limits. D. Dispose of cleared materials off-site or process for reuse or recycling in accordance with the Waste Management Plan. E. Topsoil stripping: Strip, stockpile, and protect topsoil from erosion and contamination for reuse in landscaping or site restoration. F. Minimize disturbance to soils outside designated clearing limits. 3.4 TREE PROTECTION A. Maintain protective fencing and barriers around trees and vegetation to remain throughout construction. B. Prohibit parking, storage of materials, and heavy equipment traffic within tree protection zones. C. Repair damage to roots, trunks, or branches caused during clearing operations in accordance with ISA Best Management Practices. 3.5 EROSION AND SEDIMENT CONTROLS A. Maintain and monitor erosion control devices continuously during clearing operations. B. Repair or replace damaged or ineffective controls immediately. C. Remove sediment accumulations from control devices before capacity is exceeded. D. Restore disturbed areas promptly to minimize erosion. 3.6 FIELD QUALITY CONTROL PDHQ FUELING STATION 31 10 00 SITE CLEARING Page 5 of 5 A. Conduct inspections at the start and completion of clearing operations. B.Verify that clearing limits are adhered to and protective measures are effective. C. Document and report any damage to protected trees, utilities, or structures. D. Confirm proper disposal of debris and cleared materials. 3.7 CLEANING A. Remove all debris, rubbish, and waste materials from site clearing activities daily or as needed to maintain safe and orderly conditions. B. Restore areas outside clearing limits disturbed by clearing operations to original or better condition. 3.8 PROTECTION A. Protect newly cleared and stripped areas from unauthorized access and damage. B. Maintain erosion and sediment controls in good condition until final site stabilization is achieved. C. Protect adjacent properties from damage or encroachment. 3.9 COMPLETION A. Notify the Owner upon completion of clearing activities for inspection and acceptance. B. Provide documentation of completed clearing, including photographic evidence and waste disposal records. END OF SECTION SECTION 31 22 00 GRADING PDHQ FUELING STATION 31 22 00 GRADING Page 1 of 6 PART 1 – GENERAL 1.1 RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Related Sections include, but are not limited to: 1. 31 23 00 - Excavation and Fill 2. 31 23 16 - Excavation and Backfill for Utilities 3. 31 25 00 - Erosion and Sedimentation Controls 4. 32 91 00 - Planting Soil Preparation 5. 31 05 19 - Geotechnical Exploration Reports 6. 01 33 00 - Submittal Procedures 7. 01 35 43 - Environmental Compliance 8. 01 74 19 - Construction Waste Management and Disposal 1.2 SUMMARY A. This Section includes site grading including cutting, filling, leveling, and contouring for building pads, utilities, roadways, sidewalks, and landscaped areas. B. Related work specified elsewhere includes: 1. Excavation and fill for utilities in Section 31 23 16. 2. Erosion and sediment control in Section 31 25 00. 3. Soil preparation and amendments in Section 32 91 00. 1.3 DEFINITIONS A. Grading: The process of reshaping the ground surface by cutting, filling, or leveling to the required lines, elevations, and slopes. B. Finish Grade: The final elevation and slope of the ground surface after grading is complete. C. Rough Grade: The initial shaping of the site prior to finish grading. 1.4 ACTION AND INFORMATIONAL SUBMITTALS A. Action Submittals: 1. Grading Plan: Detailed plan indicating existing and proposed grades, contours, drainage patterns, and locations of cuts and fills. 2. Soil Reports: Geotechnical reports including recommendations for grading, compaction, and fill materials. 3. Equipment List: List of equipment proposed for grading operations. 4. Mix Designs: For any engineered fill or soil stabilization materials. PDHQ FUELING STATION 31 22 00 GRADING Page 2 of 6 5. Erosion and Sediment Control Plan demonstrating compliance with applicable environmental regulations. B. Informational Submittals: 1. Field Quality Control Reports including compaction test results. 2. Material Certificates for fill materials. 3. Manufacturer’s product data for any soil stabilization or erosion control products used. 1.5 QUALITY ASSURANCE A. Perform grading in accordance with accepted industry standards including ASTM and local building codes. B. Compaction Testing: 1. Engage an independent testing agency to perform field density tests at frequencies required by the geotechnical engineer and local authorities. 2. Tests shall comply with ASTM D1556, ASTM D698, ASTM D2922, or ASTM D6938 as applicable. C. Personnel Qualifications: 1. Contractor shall employ personnel with minimum 5 years’ experience in site grading and earthwork operations. 2. Operator certification for heavy equipment shall be current and verifiable. D. Compliance with Codes and Standards: 1. Comply with applicable federal, state, and local regulations including OSHA safety standards related to earthwork operations. 2. Comply with stormwater management and erosion control requirements as per EPA and local jurisdictional authorities. E. Mock-Up: 1. When requested by the Architect/Engineer, provide a mock-up area to demonstrate grading techniques and finish quality. 1.6 STORAGE AND HANDLING A. Store fill materials in designated areas protected from contamination, erosion, and loss by wind or water. B. Protect excavated materials from moisture changes and contamination. C. Handle all materials to prevent segregation, contamination, or damage. D. Equipment used for grading shall be maintained in good working condition to prevent leaks or spills of fuel, oil, or hydraulic fluids. E. Store erosion control materials and equipment on-site in dry, accessible locations. 1.7 WARRANTY PDHQ FUELING STATION 31 22 00 GRADING Page 3 of 6 A. Provide a warranty for grading work that guarantees the work will remain stable and free from erosion, settling, or other defects for a minimum period of one year from date of final acceptance. B. Warranty shall include repair or replacement of any areas showing failure or nonconformance to specified grades. C. Provide manufacturer warranties for soil stabilization or erosion control products as applicable. 1.8 APPLICABLE CODES, STANDARDS, AND REFERENCES A. Codes: 1. International Building Code (IBC), latest edition. 2. Occupational Safety and Health Administration (OSHA) Standards, 29 CFR Part 1926 – Construction. 3. Local Building and Zoning Codes. 4. Clean Water Act, Section 402 NPDES Stormwater Program. B. Standards: 1. ASTM International: a) ASTM D1556 – Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method. b) ASTM D698 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. c) ASTM D2922 – Standard Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth). d) ASTM D6938 – Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Depth Moisture Gauge). e) ASTM D2487 – Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). f) ASTM D4318 – Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 2. USDA Natural Resources Conservation Service (NRCS) Soil Survey and Classification Guidelines. 3. LEED v4.1 BD+C Rating System. C. References: 1. “Earthwork and Grading Handbook,” Nick Capachi, McGraw Hill, latest edition. 2. “Site Engineering for Landscape Architects,” Steven Strom, Kurt Nathan, Jake Woland. 3. Local Geotechnical Engineering Reports. PART 2 – PRODUCTS 2.1 MATERIALS PDHQ FUELING STATION 31 22 00 GRADING Page 4 of 6 A. Fill Material: 1.Shall be free of organic matter, debris, frozen material, trash, and other deleterious substances. 2. Shall meet gradation and compaction requirements as specified in the geotechnical report or as approved by the Engineer. 3. Shall have plasticity index and liquid limit within acceptable ranges to ensure stability and compaction. B. Topsoil: 1. Shall be fertile, friable natural loam free of subsoil, clay lumps, stones over 1 inch, roots, sticks, and other foreign matter. 2. Shall meet requirements specified in Section 32 91 00. C. Soil Stabilization Products (if applicable): 1. Chemical stabilizers, geotextiles, or other additives shall be compatible with site conditions and meet manufacturer’s recommendations. 2. Shall comply with environmental regulations. D. Erosion Control Materials: 1. Mulches, mats, blankets, and other devices shall conform to Section 31 25 00. E. Water: 1. Potable water free of impurities harmful to soil stabilization or vegetation. 2.2 EQUIPMENT A. Use heavy equipment suitable for grading operations including but not limited to bulldozers, graders, scrapers, compactors, and water trucks. B. Equipment shall be maintained in good working order and free of leaks. 2.3 MANUFACTURERS A. 2.3.1 Soil Stabilizers and Additives: 1. TerraSystems, Inc. 2. Soilworks, LLC 3. BASF Corporation 4. Sika Corporation B. 2.3.2 Erosion Control Products: 1. North American Green 2. Profile Products LLC 3. Western Excelsior PART 3 – EXECUTION 3.1 EXAMINATION PDHQ FUELING STATION 31 22 00 GRADING Page 5 of 6 A. Verify that existing site conditions, including grades, drainage patterns, and utilities, conform to requirements. B. Review geotechnical reports and recommendations. C. Notify Architect/Engineer of any discrepancies or conditions detrimental to proper execution of grading. D. Do not proceed with grading until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect existing structures, utilities, vegetation, and improvements designated to remain. B. Remove debris, vegetation, and unsuitable materials from areas to be graded. C. Establish erosion and sediment control measures prior to grading operations. D. Identify and mark limits of grading and stockpile locations. 3.3 GRADING A. General Requirements: 1. Perform grading to lines, elevations, and slopes indicated on the Drawings. 2. Maintain grades to ensure positive drainage away from structures and utilities. 3. Avoid over-excavation; fill and compact as required to achieve design elevations. 4. Do not place fill or compact when moisture content is unsuitable. B. Rough Grading: 1. Cut and fill to approximate grades to facilitate drainage and installation of utilities. 2. Scarify subgrade where required to enhance bonding of fill material. C. 3.3.3 Fill Placement and Compaction: 1. Place fill in layers not exceeding 8 inches loose thickness. 2. Compact each layer to minimum 95% of maximum dry density as determined by ASTM D698 or as specified by the geotechnical engineer. 3. Moisture content of fill material shall be maintained within +/- 2% of optimum moisture content. D. 3.3.4 Finish Grading: 1. Fine grade areas to final elevations and slopes, providing smooth and even surfaces. 2. Remove irregularities, depressions, or humps. E. 3.3.5 Tolerances: 1. Finish grade elevations shall be within +/- 0.05 feet of indicated elevations. 2. Slopes shall be within 2 percent of specified gradients. 3.4 FIELD QUALITY CONTROL A. Compaction Testing: PDHQ FUELING STATION 31 22 00 GRADING Page 6 of 6 1. Perform density tests at locations and frequency as required by the geotechnical engineer and governing authorities. 2. Provide copies of test reports to Architect/Engineer promptly. 3. Areas failing to meet compaction requirements shall be reworked and retested. B. Observation and Verification: 1. Testing agency shall observe fill placement, moisture conditioning, and compaction operations. C. Correct deficiencies immediately upon discovery. 3.5 PROTECTION A. Protect finished grading from traffic, erosion, and weather damage until subsequent construction or landscaping. B. Repair settlement, erosion, or other damage to finished grading at no cost to Owner. C. Maintain erosion and sediment controls until permanent vegetation or other stabilization measures are established. 3.6 CLEANING A. Remove surplus materials, debris, and equipment from site. B. Leave site clean and ready for subsequent construction activities. END OF SECTION SECTION 31 23 00 EXCAVATION AND FILL PDHQ FUELING STATION 31 23 00 EXCAVATION AND FILL Page 1 of 5 PART 1 – GENERAL 1.1 RELATED SECTIONS A.Section 31 20 00 - Earth Moving B. Section 31 05 16 - Geotextiles C. Section 31 00 00 - Site Clearing D. Section 32 11 23 - Aggregate Base Courses E. Section 31 25 00 - Erosion and Sediment Control F. Section 31 23 16 - Excavation and Backfill for Utility Trenches G. Section 31 23 23 - Structural Fill H. Section 01 33 00 - Submittal Procedures I. Section 01 45 00 - Quality Control J. Section 01 74 19 - Construction Waste Management and Disposal 1.2 APPLICABLE REFERENCES, STANDARDS, AND CODES A. American Society for Testing and Materials (ASTM) a) ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort b) ASTM D1556 - Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method c) ASTM D2922 - Standard Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth) d) ASTM D2216 - Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass e) ASTM D4253 - Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table f) ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils g) ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) B. Occupational Safety and Health Administration (OSHA) a) OSHA 29 CFR Part 1926 - Safety and Health Regulations for Construction C. American Association of State Highway and Transportation Officials (AASHTO) 1. AASHTO T99 - Moisture-Density Relations of Soils Using a 5.5-lb Rammer and a 12-in. Drop 2. AASHTO T180 - Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-in. Drop D. International Building Code (IBC) E. Local Building Codes and Regulations PDHQ FUELING STATION 31 23 00 EXCAVATION AND FILL Page 2 of 5 1.3 QUALITY ASSURANCE A.Qualifications 1. Excavation and fill work shall be performed by a firm experienced in excavation and fill operations of similar scope and complexity. 2. Provide qualifications of personnel and equipment upon request. B. Testing and Inspection 1. Engage a qualified geotechnical testing laboratory to perform soil classification, moisture content, density, and compaction testing. 2. Testing frequency shall comply with project requirements and applicable standards or as directed by the Engineer. 3. Field density tests shall be performed at a minimum frequency of one test per 500 square yards per lift or as specified. C. Compliance 1. All excavation and fill operations shall comply with OSHA safety regulations for excavation and trenching. 2. Verify utility locations prior to excavation. 3. Maintain alignment, grades, and elevations within tolerances specified by the Engineer. 1.4 SUBMITTALS A. Action Submittals 1. Excavation and Fill Plan including sequence, methods, equipment, and temporary support measures. 2. Material submittals for fill material including source, gradation, and test reports. 3. Equipment list proposed for excavation, hauling, and compaction. 4. Quality control plan including testing frequency and methods. 5. Manufacturer’s data for geotextiles or additives incorporated in fill materials. B. Informational Submittals 1. Soil test reports including classification, moisture content, and compaction characteristics. 2. Records of field density and moisture tests. 3. Reports of non-conformance and corrective actions. 4. Project schedule updates related to excavation and fill operations. 5. Health and safety plan related to excavation activities. 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery a) Deliver fill materials in a manner to prevent contamination and segregation. PDHQ FUELING STATION 31 23 00 EXCAVATION AND FILL Page 3 of 5 B. Storage 1.Store fill materials on-site in designated areas to prevent mixing with foreign materials. 2. Protect stockpiles from erosion and contamination by water, debris, and other materials. C. Handling 1. Handle fill materials to avoid segregation and contamination. 2. Maintain moisture content of fill materials within limits required for proper compaction. 1.6 WARRANTIES A. Provide a warranty for fill compaction and stability for a period of one year from date of final acceptance. B. Warranty shall cover settlement, erosion, and compaction failure requiring remedial action. C. Submit warranty documentation signed by Contractor and geotechnical engineer or testing agency. PART 2 – PRODUCTS 2.1 MATERIALS A.Excavation Materials 1. Remove unsuitable materials including organic matter, debris, frozen soil, and unstable soils as directed. B. Fill Materials 1. Granular Fill: Clean, well-graded sand, gravel, or crushed stone free of organic material and deleterious substances. 2. Structural Fill: Engineered fill meeting project gradation and compaction requirements per geotechnical recommendations. 3. Select Fill: Free from rocks larger than 2 inches, debris, and foreign matter, with plasticity index less than 15. C. Geotextiles and Additives 1. Provide geotextiles for separation or stabilization as specified and per Section 31 05 16. 2. Additives such as lime or cement for soil stabilization shall comply with project specifications and standards. 2.2 MANUFACTURERS A. Geotextile Manufacturers 1. TenCate Geosynthetics PDHQ FUELING STATION 31 23 00 EXCAVATION AND FILL Page 4 of 5 2. Huesker Inc. 3.Mirafi (Part of TenCate) PART 3 – EXECUTION 3.1 EXAMINATION A.Verify site conditions and limits of excavation prior to starting work. B. Confirm that utilities have been located and protected or removed as necessary. C. Notify Engineer of any discrepancies, unsuitable soil conditions, or obstructions. 3.2 PREPARATION A. Clear and grub excavation areas of vegetation, debris, and unsuitable materials. B. Strip topsoil and stockpile separately for reuse or disposal. C. Provide erosion and sediment control measures as specified. 3.3 EXCAVATION A. Excavate to lines, grades, and elevations indicated on drawings or as directed. B. Remove unsuitable or unstable materials to the depth directed. C. Perform excavation using equipment suitable to maintain accuracy and minimize disturbance. D. Maintain excavation slopes and shoring in compliance with OSHA requirements. E. Remove water from excavations to maintain dry working conditions. 3.4 FILLING AND BACKFILLING A. Place fill materials in layers not exceeding 8 inches loose thickness. B. Maintain moisture content of fill material within optimum range for compaction. C. Compact each layer to not less than 95 percent of maximum dry density per ASTM D698 or project-specific criteria. D. Use mechanical compaction equipment suitable for soil type and layer thickness. E. Scarify existing surfaces to receive new fill to promote bonding. F. Do not place fill on frozen or muddy surfaces. 3.5 FIELD QUALITY CONTROL A. Testing 1. Perform field density tests using sand cone, nuclear gauge, or other approved methods. 2. Test frequency: minimum one test per 500 square yards per lift or as directed. 3. Perform moisture content tests in conjunction with density tests. PDHQ FUELING STATION 31 23 00 EXCAVATION AND FILL Page 5 of 5 B. Corrective Measures 1.Remove and replace or re-compact areas failing to meet compaction requirements. 2. Document all corrective actions and retesting. 3.6 PROTECTION A. Protect completed fill from erosion, disturbance, and damage. B. Maintain drainage to prevent water accumulation on fill areas. C. settlement, erosion, or damage at no cost to the Owner during warranty period. 3.7 CLEANING A. Remove excess materials, debris, and equipment from site upon completion. B. Restore adjacent areas disturbed by excavation and fill operations. END OF SECTION 31 23 00 SECTION 31 23 33 TRENCHING AND BACKFILLING PDHQ FUELING STATION 31 23 33 TRENCHING AND BACKFILLING Page 1 of 6 PART 1 - GENERAL 1.1 RELATED SECTIONS A.Section 31 23 16 – Excavation and Fill B. Section 31 23 23 – Trenching, Backfilling, and Compacting for Utilities C. Section 31 23 26 – Trenching and Backfilling for Pipelines D. Section 31 05 16 – Aggregate Subbase E. Section 31 20 00 – Earth Moving F. Section 33 05 13 – Utility Structures G. Section 31 23 00 – Excavation and Backfilling for Structures H. Section 01 33 00 – Submittal Procedures I. Section 01 45 00 – Quality Control 1.2 REFERENCES, CODES, AND STANDARDS A. American Society for Testing and Materials (ASTM) 1. ASTM D1556 – Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method 2. ASTM D1557 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort 3. ASTM D2167 – Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method 4. ASTM D2922 – Standard Test Method for Density of Soil and Soil-Aggregate in Place by Nuclear Methods 5. ASTM D4318 – Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils 6. ASTM D698 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort 7. ASTM D6938 – Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods B. Occupational Safety and Health Administration (OSHA) 1. OSHA 29 CFR 1926 Subpart P – Excavations C. American Public Works Association (APWA) 1. APWA Standard Specifications for Public Works Construction D. National Fire Protection Association (NFPA) 1. NFPA 70 – National Electrical Code (for trenching near electrical installations) E. International Code Council (ICC) 1. International Building Code (IBC), latest edition F. Local, State, and Federal Codes 1. All applicable local municipal codes and ordinances for excavation, trenching, and backfilling operations PDHQ FUELING STATION 31 23 33 TRENCHING AND BACKFILLING Page 2 of 6 G. Other Industry Standards 1.Manual on Uniform Traffic Control Devices (MUTCD) for work zone safety 1.3 DEFINITIONS A. Trench: A narrow excavation made below the surface of the ground, usually deeper than it is wide, to install utilities or other infrastructure. B. Backfill: Material used to refill an excavation or trench after installation of utilities or structures. C. Bedding: The layer of material placed in the trench bottom to provide a stable base for pipes or structures. D. Compaction: The process of densifying soil or backfill material to reduce voids and increase strength. 1.4 QUALITY ASSURANCE A. Contractor Qualifications: 1. Contractor shall have a minimum of five (5) years documented experience in trenching and backfilling similar in scope and complexity. 2. Contractor shall maintain compliance with OSHA excavation and trenching safety requirements. B. Testing Laboratory: 1. Engage an independent testing laboratory to perform soil compaction and moisture content tests in accordance with ASTM standards specified. C. Inspection and Testing: 1. Soil classification, moisture content, and compaction density shall be verified and documented prior to backfilling. 2. Compaction tests shall be performed at intervals not less than one test per 500 square feet or per 100 linear feet of trench, whichever is greater. 3. Testing frequency and methods shall comply with ASTM standards D1556, D2922, and D6938. D. Safety: 1. Comply with OSHA 29 CFR 1926 Subpart P for excavation and trench safety, including protective systems such as shoring, shielding, or sloping. 2. Provide traffic control measures per MUTCD standards where trenching impacts public roadways or pedestrian paths. 1.5 SUBMITTALS 1. Action Submittals: a. Product Data: Submit manufacturer's data on bedding and backfill materials including gradation, physical properties, and compaction characteristics. PDHQ FUELING STATION 31 23 33 TRENCHING AND BACKFILLING Page 3 of 6 b. Project-Specific Soil Report: Submit geotechnical report including soil classification and recommendations for trenching and backfill. c. Work Plan: Submit detailed trenching and backfilling sequence and safety plan including shoring methods and traffic control. d. Testing Plan: Submit proposed schedule and methods for compaction and density testing. 2. Informational Submittals: a. Test Reports: Submit compaction and density test results with location, date, and compliance verification. b. Safety Documentation: Submit OSHA trenching safety compliance records and inspection logs. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery: a. Deliver bedding and backfill materials in dry, clean condition free from contamination, organic matter, or frozen lumps. b. Deliver materials in quantities to prevent delay and excessive stockpiling on site. B. Storage: a. Store materials on-site in designated areas protected from weather, contamination, and segregation. b. Segregate different types of materials to prevent mixing and contamination. C. Handling: a. Handle materials to prevent contamination or degradation. b. Avoid mixing of materials during transport and placement. c. Use equipment suitable for trenching and backfilling operations to minimize damage to installed utilities and structures. 1.7 WARRANTIES A. Contractor shall warrant trenching and backfilling work against defective workmanship and materials for a period of one (1) year from date of Substantial Completion. B. Warranty shall include repair or replacement of settled backfill areas, improperly compacted zones, or other defects resulting from trenching and backfilling operations. C. Provide manufacturer’s warranty for any proprietary backfill or bedding materials incorporated, if applicable. PART 2 - PRODUCTS 2.1 MATERIALS A.Bedding Material: PDHQ FUELING STATION 31 23 33 TRENCHING AND BACKFILLING Page 4 of 6 1. Clean, uniformly graded sand or granular material conforming to ASTM C33 or project-specific gradation requirements. 2. Particle size distribution shall ensure proper pipe support and prevent pipe movement. B. Backfill Material: 1. Select suitable native soil free from organic material, debris, frozen lumps, and rocks larger than 2 inches unless otherwise specified. 2. Imported backfill shall meet project gradation and compaction requirements, conforming to ASTM D2487 classifications SC, SM, or GW as applicable. 3. Controlled low-strength material (flowable fill) may be used in specified trench zones as directed. C. Controlled Low-Strength Material (CLSM): 1. CLSM shall be a flowable, self-compacting mixture of cement, fly ash, sand, and water with compressive strength between 50 and 150 psi. 2. Mix design must be submitted for approval prior to use. D. Geotextiles and Filters: 1. Use non-woven geotextiles for separation and filtration where indicated. 2. Conform to ASTM D3786 and project-specific strength and permeability requirements. 2.2 MANUFACTURERS A. Bedding and Backfill Materials Suppliers: 1. Vulcan Materials Company 2. Martin Marietta Materials 3. CEMEX Inc. 4. LafargeHolcim 5. Local approved aggregate producers meeting specification requirements B. Controlled Low-Strength Material (CLSM) Providers: 1. US Concrete 2. Oldcastle Materials 3. Holcim (US) Inc. C. Geotextile Manufacturers: 1. TenCate Geosynthetics 2. Huesker, Inc. 3. Propex Operating Company, LLC 4. Nilex Inc. PART 3 - EXECUTION 3.1 EXAMINATION PDHQ FUELING STATION 31 23 33 TRENCHING AND BACKFILLING Page 5 of 6 A. Verify trench dimensions and alignment comply with contract drawings and specifications before excavation. B. Inspect site conditions, including existing utilities and obstructions, and verify location and depth. C. Confirm soil conditions and moisture content are suitable for trenching and backfilling. D. Notify Architect/Engineer of unsatisfactory conditions prior to proceeding. 3.2 PREPARATION A. Locate and protect existing utilities and structures adjacent to trenching activities. B. Establish traffic control and safety barriers per MUTCD and OSHA requirements. 3.3 TRENCH EXCAVATION A. Excavate trenches to required depth, width, and alignment to accommodate utilities and bedding materials. B. Excavation shall be performed in accordance with OSHA protective system requirements to ensure worker safety. C. Remove unsuitable or unstable material encountered in the trench bottom and replace with approved bedding or structural fill. D. Maintain trench bottom in a smooth, uniform plane to provide continuous support. 3.4 BEDDING INSTALLATION A. Place bedding material in trench bottom to minimum thickness specified or as recommended by Engineer. B. Compact bedding material lightly to provide uniform support without damaging utilities. C. Maintain moisture content of bedding material within 2% of optimum moisture for compaction. 3.5 UTILITY INSTALLATION A. Install utility pipes, conduits, or structures in trench in accordance with manufacturers’ recommendations and project drawings. B. Verify invert elevations and alignment prior to backfilling. C. Protect installed utilities from damage during backfilling operations. 3.6 BACKFILLING A. Backfill trenches with approved material placed in layers not exceeding 8 inches loose thickness. B. Compact each layer to at least 95% of maximum dry density as determined by ASTM D698 or project-specific compaction criteria. PDHQ FUELING STATION 31 23 33 TRENCHING AND BACKFILLING Page 6 of 6 C. Maintain moisture content within 2% of optimum for compaction for each lift. D.Do not operate heavy equipment directly on freshly backfilled trenches until adequate compaction and curing have been achieved. E. Where specified, use CLSM in lieu of conventional backfill and allow curing to required strength before load application. F. Install geotextile separators or filters as indicated or directed. 3.7 FIELD QUALITY CONTROL A. Perform in-place density testing at frequencies specified in Part 1.4.3. B. Re-compact or replace backfill material failing to meet compaction or moisture requirements. C. Document all testing results and corrective actions. 3.8 PROTECTION A. Protect completed trench backfill from erosion, settlement, or damage until final surface restoration. B. Maintain erosion control measures throughout construction period. C. Repair or replace any damaged backfill or surfaces caused by settlement or construction activity. 3.9 CLEANING A. Remove excess materials, debris, and equipment from trenching and backfilling operations. B. Leave site in a neat and orderly condition. END OF SECTION 31 23 33 SECTION 31 25 00 EROSION AND SEDIMENTATION CONTROLS PDHQ FUELING STATION 31 25 00 EROSION AND SEDIMENTATION CONTROLS Page 1 of 6 PART 1 – GENERAL 1.1 RELATED SECTIONS A.Division 01 – General Requirements B. 31 10 00 – Site Clearing C. 31 20 00 – Earth Moving D. 31 23 00 – Excavation and Fill E. 32 90 00 – Planting F. 32 92 00 – Lawns and Grasses G. 32 93 00 – Plants H. 33 05 00 – Common Work Results for Utilities (for site drainage controls) I. 33 10 00 – Water Utilities J. 31 25 13 – Silt Fence K. 31 25 16 – Straw Bale Barriers L. 31 25 19 – Sediment Basins and Traps 1.2 REFERENCES, CODES, AND STANDARDS A. American Society for Testing and Materials (ASTM) 1. 1.2.1.1 ASTM D6462 – Standard Practice for Installation of Turf Reinforcement Mats 2. 1.2.1.2 ASTM D5141 – Standard Guide for Sampling and Testing Silt Fence Materials 3. 1.2.1.3 ASTM D5035 – Standard Test Method for Breaking Force and Elongation of Textile Fabrics B. U.S. Environmental Protection Agency (EPA) 1. 1.2.2.1 EPA Construction General Permit (CGP) 2. 1.2.2.2 EPA Stormwater Management Best Practices C. Federal Highway Administration (FHWA) 1. 1.2.3.1 FHWA Hydraulic Engineering Circular No. 22 (HEC-22) – Erosion Control D. U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) 1. 1.2.4.1 NRCS Conservation Practice Standards – Critical Area Planting (342), Sediment Basin (350) E. International Code Council (ICC) 1. 1.2.5.1 International Building Code (IBC) – Site Safety and Environmental Controls F. State and Local Codes and Regulations – Comply with all applicable local erosion and sediment control ordinances and permits. G. Occupational Safety and Health Administration (OSHA) Standards – Safety related to erosion control installation 1.3 DEFINITIONS A. Erosion Control – Measures used to prevent soil particles from being detached and transported by wind or water. B. Sedimentation Control – Practices to prevent eroded soil from leaving the project site and entering water bodies or stormwater systems. PDHQ FUELING STATION 31 25 00 EROSION AND SEDIMENTATION CONTROLS Page 2 of 6 C. Temporary Controls – Erosion and sedimentation control measures implemented during construction activities and removed or replaced after site stabilization. D. Permanent Controls – Measures installed for long-term soil stabilization and sediment control after construction completion. 1.4 ACTION SUBMITTALS A. Product Data – Submit manufacturer’s technical data, installation instructions, and material safety data sheets (MSDS) for each erosion and sedimentation control product. B. Erosion and Sediment Control Plan – Submit a detailed plan including type, location, installation details, and maintenance procedures for all temporary and permanent controls. C. Construction Schedule – Submit a schedule indicating timing of erosion and sedimentation control installation relative to earthwork activities. D. Samples – Submit physical samples of key erosion control materials such as silt fence fabric, erosion control blankets, and sediment logs for approval prior to installation. E. Certificates – Submit certification of compliance with applicable standards for manufactured erosion control products. 1.5 INFORMATIONAL SUBMITTALS A. Inspection Reports – Submit reports from erosion and sediment control inspections performed during construction. B. Maintenance Logs – Submit logs documenting maintenance and repair activities for erosion and sedimentation controls. C. Qualifications – Submit qualifications of personnel responsible for installation and inspection of erosion and sedimentation controls. 1.6 QUALITY ASSURANCE A. Installer Qualifications – Engage experienced installers with a minimum of three years’ experience in erosion and sedimentation control systems similar in scope and complexity. B. Regulatory Compliance – Comply with requirements of federal, state, and local regulatory agencies having jurisdiction over erosion and sedimentation control. C. Inspection and Testing – Conduct inspections at intervals not exceeding seven calendar days and within 24 hours after any storm event of 0.25 inches or greater, documenting condition and performance of controls. D. Material Compliance – Use only materials meeting the requirements of referenced standards and approved submittals. E. Environmental Protection – Implement controls to prevent off-site sedimentation and protect water quality per EPA CGP and local permit conditions. 1.8 DELIVERY, STORAGE, AND HANDLING A. Delivery – Deliver erosion and sediment control materials in original, unopened packages or containers bearing manufacturer’s name, product identification, and batch number. B. Storage – Store materials in a clean, dry location protected from exposure to sunlight, moisture, and contaminants. PDHQ FUELING STATION 31 25 00 EROSION AND SEDIMENTATION CONTROLS Page 3 of 6 C. Handling – Handle materials to prevent damage; avoid dragging or dropping materials. Protect fabric and blankets from tearing, punctures, or deterioration during installation. D. Stockpile Management – Stockpile soil and erosion control materials away from drainage courses and protected by temporary controls to prevent sediment runoff. 1.9 WARRANTY A. Manufacturer’s Warranty – Provide manufacturer’s standard warranty for erosion control products against defects in materials and workmanship for a minimum period of one year from date of installation. B. Installer’s Warranty – Installer shall warrant that erosion and sedimentation controls have been installed in accordance with manufacturer’s instructions, project specifications, and approved plans for a minimum period of one year from date of acceptance. C. Corrective Action – Promptly repair or replace erosion and sediment control measures found defective or failing within warranty period at no cost to the Owner. PART 2 – PRODUCTS 2.1 MANUFACTURERS A.Silt Fence and Sediment Control Products: 1. Tenax Corporation 2. North American Green, LLC 3. Stormwater Management, Inc. 4. Filtrexx International LLC 5. Mirafi (TenCate) B. Erosion Control Blankets and Turf Reinforcement Mats: 1. North American Green, LLC 2. Curlex (American Excelsior Company) 3. Propex Global 4. Profile Products LLC 5. West Coast Turf Products C. Straw Bales and Wattles: 1. Local agricultural suppliers (certified weed free) D. Sediment Basins and Check Dams: 1. Stormwater Management, Inc. 2. ADS (Advanced Drainage Systems) 3. ACF Environmental, Inc. 2.2 MATERIALS A. Silt Fence Fabric 1. Filter fabric shall be a woven or non-woven synthetic geotextile meeting ASTM D5141 and ASTM D5035 requirements. 2. Minimum tensile strength: 120 lbs per ASTM D5035. 3. Apparent opening size (AOS): 30 to 50 US standard sieve size. B. Posts for Silt Fence PDHQ FUELING STATION 31 25 00 EROSION AND SEDIMENTATION CONTROLS Page 4 of 6 1. Wood posts: Untreated, minimum 2 inch by 2 inch by 48 inches in length. 2.Steel posts: U-shaped with minimum 1.33 lb/ft weight and minimum 48 inches long. C. Erosion Control Blankets and Mats 1. Biodegradable blankets composed of straw, coconut fiber, or wood excelsior with UV degradation within 12 months. 2. Turf reinforcement mats made of synthetic materials with minimum 5-year durability. D. Straw Bales 1. Certified weed-free, well-tied, minimum dimensions 14 inches by 18 inches by 36 inches. E. Sediment Logs and Wattles 1. Cylindrical tubes filled with straw, coconut fiber, or composted materials encased in UV resistant netting. F. Sediment Basins and Check Dams 1. Constructed of rock, gravel, or manufactured structural materials as per design requirements. G. Filter Bags and Fabric Tubes 1. Durable, UV stabilized geotextile fabric designed for sediment filtration and water flow. 2.3 ACCESSORIES A. Stakes, wire, staples, and fasteners compatible with erosion control materials and installation requirements. B. Biodegradable erosion control mesh or twine for securing blankets and mats. C. Warning and safety signage as required by OSHA and local regulations. PART 3 – EXECUTION 3.1 EXAMINATION A.Verify that site conditions are acceptable for erosion and sedimentation control installation including grading, drainage patterns, and soil conditions. B. Confirm that necessary permits, approvals, and erosion control plans have been received and reviewed. C. Inspect delivered materials for compliance with specifications and storage conditions. 3.2 PREPARATION A. Clear and grub areas of vegetation and debris only as necessary to install erosion and sediment controls. B. Protect existing vegetation and natural buffers not designated for removal. C. Prepare soil surfaces for installation of erosion control blankets and mats by smoothing and ensuring proper moisture content. 3.3 INSTALLATION A. 3.3.1 Silt Fence 1. Install silt fence along contour lines as shown on erosion control plans, prior to commencement of earthwork. PDHQ FUELING STATION 31 25 00 EROSION AND SEDIMENTATION CONTROLS Page 5 of 6 2. Excavate trench at least 6 inches deep to anchor fabric and backfill with compacted soil. 3.Secure fabric to posts with staples or wire ties at maximum 12 inches on center. 4. Posts shall be spaced a maximum of 6 feet apart. 5. Overlap fabric ends a minimum of 12 inches at joints. B. 3.3.2 Straw Bale Barriers 1. Install on level contour lines with stakes driven through bales at minimum 24 inches on center. 2. Place bales end-to-end with minimal gaps and securely tethered. 3. Backfill and compact soil on uphill side to prevent water flow beneath bales. C. d. Replace bales as they deteriorate or become ineffective. D. 3.3.3 Erosion Control Blankets and Turf Reinforcement Mats 1. Install on slopes steeper than 3:1 or as indicated on plans. 2. Anchor blankets with staples or pins at spacing recommended by manufacturer. 3. Overlap adjacent blankets a minimum of 6 inches following manufacturer’s instructions. 4. Seed and fertilize soil prior to blanket installation unless otherwise directed. E. 3.3.4 Sediment Basins and Traps 1. Construct basins according to design drawings and NRCS standards. 2. Install outlet structures and energy dissipation devices as specified. 3. Maintain basins free of sediment accumulation exceeding design capacity. F. Sediment Logs and Wattles 1. Install along contour lines or at perimeter of disturbed areas. 2. Secure firmly to ground with stakes placed at intervals not exceeding 4 feet. G. Temporary Diversions and Drainage Controls 1. Construct berms, ditches, or swales to divert runoff away from disturbed areas. 2. Use temporary piping or lined channels as required to prevent erosion. 3.4 MAINTENANCE AND MONITORING Perform weekly inspections and after storm events to assess condition and effectiveness of erosion and sediment controls. Repair or replace damaged or ineffective controls immediately. Remove accumulated sediment from behind controls when sediment reaches 50 percent of barrier height. Maintain controls until disturbed areas are permanently stabilized with vegetation or other approved measures. Document maintenance activities and inspection results in logs submitted as per 1.5.2. 3.5 REMOVAL Remove temporary erosion and sedimentation controls after final site stabilization is achieved and as approved by the Owner or governing agencies. Dispose of removed materials in accordance with local regulations and environmental requirements. Restore disturbed areas caused by removal operations to original or specified condition. 3.6 PROTECTION A. Protect installed erosion and sedimentation controls from damage by construction activities and equipment. PDHQ FUELING STATION 31 25 00 EROSION AND SEDIMENTATION CONTROLS Page 6 of 6 B. Restrict access and vehicle traffic over protected areas. C.Provide signage and barriers as required for public and worker safety. END OF SECTION SECTION 32 11 23 AGGREGATE BASE COURSES PDHQ FUELING STATION 32 11 23 AGGREGATE BASE COURSES Page 1 of 6 PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes aggregate base courses for use in pavement and roadway subbase construction, including: 1. Aggregate base materials. 2. Placement and compaction of aggregate base courses. B. Related Sections include but are not limited to: 1. Section 31 20 00 – Earth Moving 2. Section 32 12 16 – Asphalt Paving 3. Section 32 13 13 – Concrete Paving 4. Section 31 23 33 – Excavation and Fill for Utilities 5. Section 31 22 00 – Grading 6. Section 01 33 00 – Submittal Procedures 7. Section 01 45 00 – Quality Control 1.1 REFERENCES A. The following standards, specifications, codes, and publications form a part of this specification to the extent referenced. Latest editions apply unless otherwise noted: 1. ASTM International (ASTM): a) ASTM D75 – Standard Practice for Sampling Aggregates b) ASTM D2487 – Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) c) ASTM D2940 – Standard Specification for Graded Aggregate Material for Bases or Subbases for Highways or Airports d) ASTM D4318 – Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils e) ASTM D698 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) f) ASTM D1557 – Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) g) ASTM D6938 – Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) 2. American Association of State Highway and Transportation Officials (AASHTO): a) AASHTO M147 – Standard Specification for Materials for Aggregate Subbase, Base, and Surface Courses PDHQ FUELING STATION 32 11 23 AGGREGATE BASE COURSES Page 2 of 6 b) AASHTO T99 – Moisture-Density Relations of Soils Using 5.5-lb Rammer and 12-in. Drop c) AASHTO T180 – Moisture-Density Relations of Soils Using 10-lb Rammer and 18-in. Drop d) AASHTO T27 – Sieve Analysis of Fine and Coarse Aggregates e) AASHTO T11 – Materials Finer than 75-μm (No. 200) Sieve in Soils by Washing 3. Federal Highway Administration (FHWA): a) FHWA Publication: "Construction of Aggregate Base Courses" 4. Local and State Department of Transportation (DOT) standards as applicable. 1.2 DEFINITIONS A. Aggregate Base Course: A layer of specified aggregate material placed and compacted as a base or subbase for pavement or roadway construction. B. Compaction: The process of increasing the density of the aggregate base material by mechanical means to specified requirements. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Installer shall have minimum 5 years’ experience in installation of aggregate base courses of similar scope and scale. 2. Testing agency shall be independent and certified in materials testing for soils and aggregates. B. Preconstruction Testing: 1. Verify aggregate material properties meet specified gradation and quality requirements prior to delivery to site. C. Field Testing: 1. Perform compaction tests in accordance with ASTM D6938 or other approved methods to verify in-place density. 2. Perform moisture content testing concurrent with compaction tests. D. Mock-Up / Sample Panel: 1. Where directed by the Architect or Engineer, provide sample panel of aggregate base course illustrating compaction and finish. 1.6 ACTION SUBMITTALS A. Product Data: Submit manufacturer's product data for aggregate materials including gradation, physical properties, and source of supply. B. Mix Design: Submit aggregate gradation and mix design confirming compliance with specified gradation and quality requirements. PDHQ FUELING STATION 32 11 23 AGGREGATE BASE COURSES Page 3 of 6 C. Certificates: Submit certificates verifying compliance of aggregate materials with specified standards. D. Quality Control Plan: Submit proposed quality control procedures for placement, compaction, and testing of aggregate base courses. E. Warranties: Submit copies of manufacturer and installer warranties. 1.7 INFORMATIONAL SUBMITTALS A. Test Reports: Submit test results for aggregate materials including gradation, soundness, and contamination analysis. B. Field Test Reports: Submit compaction and moisture content field test results during placement operations. C. Manufacturer’s Certificates of Compliance. D. Maintenance Data: Submit recommendations for maintenance of aggregate base courses. 1.8 DELIVERY, STORAGE, AND HANDLING A. Delivery: 1. Deliver aggregate base materials in dry condition, free from contamination. 2. Coordinate delivery schedule to prevent overstocking and prolonged exposure to weather. B. Storage: 1. Store aggregate materials on-site in designated stockpiles with proper drainage to prevent segregation, contamination, or moisture intrusion. 2. Stockpiles shall be shaped to prevent water accumulation and covered if required by weather conditions. C. Handling: 1. Handle aggregate materials to prevent segregation and contamination. 2. Use equipment and methods to minimize dust generation. 1.9 WARRANTY A. Installer Warranty: 1. Provide a written warranty that aggregate base course placement and compaction will meet specified requirements and be free from defects for a period of one year from date of acceptance. B. Material Warranty: 1. Provide manufacturer's warranty that aggregate materials comply with specified standards and are free from defects affecting performance. PART 2 – PRODUCTS 2.1 MANUFACTURERS PDHQ FUELING STATION 32 11 23 AGGREGATE BASE COURSES Page 4 of 6 A.Aggregate Base Suppliers (Subject to compliance with requirements, including local availability): 1. Vulcan Materials Company 2. Martin Marietta Materials 3. CRH Americas Materials 4. Lehigh Hanson, Inc. 5. Local approved quarry suppliers as identified by Engineer or Owner. 2.2 MATERIALS A. Aggregate Base Material: 1. Shall consist of clean, hard, durable particles of stone, crushed gravel, or sand meeting the gradation requirements of ASTM D2940 or AASHTO M147. 2. Gradation: a) Percent passing 3/4 inch (19 mm) sieve: 100% b) Percent passing No. 4 sieve: 30% - 70% c) Percent passing No. 200 sieve: 2% - 12% 3. Plasticity: Material shall have a Plasticity Index (PI) less than 6 as per ASTM D4318. 4. Soundness: Aggregate shall have a soundness loss not exceeding 12% after 5 cycles of sodium sulfate test per ASTM C88. 5. Cleanness: Material shall be free from deleterious substances including clay lumps, organic matter, and other foreign materials. B. Water for Moisture Conditioning: 1. Clean, potable water free from oils, acids, alkalies, organic materials or other substances harmful to the aggregate or surrounding materials. PART 3 – EXECUTION 3.1 EXAMINATION A.Verify subgrade has been prepared in accordance with Section 31 20 00 – Earth Moving and is ready to receive aggregate base course. B. Inspect subgrade for proper compaction, moisture content, and contour. C. Notify Engineer in writing of any unsatisfactory conditions prior to placement of aggregate base. 3.2 PREPARATION A. Proof-roll subgrade surface to detect soft spots and areas requiring correction. B. Correct subgrade irregularities or deficiencies by scarifying, moisture conditioning, compacting, or replacing material as directed. PDHQ FUELING STATION 32 11 23 AGGREGATE BASE COURSES Page 5 of 6 3.3 PLACEMENT A.Place aggregate base in layers (lifts) not exceeding 8 inches (200 mm) loose thickness. B. Spread material evenly by mechanical means to required thickness and contour. C. Maintain moisture content within optimum range for compaction during placement. D. Prevent contamination of aggregate base course from adjacent materials or equipment. 3.4 COMPACTION A. Compact each lift of aggregate base to a minimum of 95 percent of maximum dry density as determined by ASTM D698 or ASTM D1557. B. Perform compaction with appropriate equipment such as vibratory rollers, pneumatic rollers, or sheepsfoot rollers depending on material characteristics. C. Control moisture content to within +/- 2% of optimum moisture content during compaction operations. D. Perform field density tests at a frequency of one test per 1,000 square yards (840 square meters) or as directed. E. Rework areas that do not meet compaction requirements until specified density is achieved. 3.5 TOLERANCES A. Finished aggregate base course shall be within plus or minus 0.1 foot (±30 mm) of required elevation. B. Surface shall be free of segregation, large voids, or irregularities that affect pavement placement. 3.6 FIELD QUALITY CONTROL A. Testing agency shall perform quality control testing including: 1. Gradation analysis of delivered aggregate materials. 2. Moisture content and density testing during placement and compaction. B. Submit test results within 24 hours of testing. C. Engineer reserves the right to require additional testing at no additional cost to Owner if quality deficiencies are suspected. 3.7 PROTECTION A. Protect completed aggregate base course from traffic, erosion, and contamination until subsequent construction. B. Maintain proper drainage to prevent water accumulation on or within aggregate base. PDHQ FUELING STATION 32 11 23 AGGREGATE BASE COURSES Page 6 of 6 C. Repair or replace damaged or contaminated aggregate base prior to placement of overlying materials. 3.8 CLEANING A. Remove surplus and waste materials, debris, and equipment from the site daily. B. Sweep or otherwise clean aggregate base surface prior to placement of pavement or other overlying materials. END OF SECTION SECTION 32 13 13 CONCRETE PAVING PDHQ FUELING STATION 32 13 13 CONCRETE PAVING Page 1 of 6 PART 1 – GENERAL 1.1 RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Related Sections include, but are not limited to: 1. Section 01 33 00 - Submittal Procedures 2. Section 01 45 00 - Quality Control 3. Section 01 60 00 - Product Requirements 4. Section 03 30 00 - Cast-in-Place Concrete 5. Section 31 20 00 - Earth Moving 6. Section 32 11 23 - Aggregate Base Courses 7. Section 32 92 00 - Turf and Grasses 8. Section 32 17 23 - Concrete Curbs and Sidewalks 1.2 REFERENCES, CODES AND STANDARDS A. American Concrete Institute (ACI) 1. ACI 301 - Specifications for Structural Concrete 2. ACI 302.1R-04 - Guide for Concrete Floor and Slab Construction 3. ACI 305R - Hot Weather Concreting 4. ACI 306R - Cold Weather Concreting B. American Society for Testing and Materials (ASTM) 1. ASTM C33 - Specification for Concrete Aggregates 2. ASTM C94/C94M - Specification for Ready-Mixed Concrete 3. ASTM C143/C143M - Test Method for Slump of Hydraulic-Cement Concrete 4. ASTM C150/C150M - Specification for Portland Cement 5. ASTM C157/C157M - Test Method for Length Change of Hardened Hydraulic- Cement Concrete 6. ASTM C172 - Practice for Sampling Freshly Mixed Concrete 7. ASTM C260 - Specification for Air-Entraining Admixtures for Concrete 8. ASTM C494/C494M - Specification for Chemical Admixtures for Concrete 9. ASTM C595/C595M - Specification for Blended Hydraulic Cements 10. ASTM C618 - Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 11. ASTM C682 - Test Method for Length Change of Concrete Due to Alkali-Silica Reaction 12. ASTM C642 - Test Method for Density, Absorption, and Voids in Hardened Concrete C. American Association of State Highway and Transportation Officials (AASHTO) 1. AASHTO M 85 - Standard Specification for Portland Cement PDHQ FUELING STATION 32 13 13 CONCRETE PAVING Page 2 of 6 2. AASHTO M 145 - Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes D. Portland Cement Association (PCA) E. Occupational Safety and Health Administration (OSHA) 1. OSHA 29 CFR 1926 - Safety and Health Regulations for Construction 1.3 QUALITY ASSURANCE A. Perform concrete paving work in accordance with ACI 301 and ACI 302.1R and other referenced standards. B. Concrete mix design shall be developed and approved by a qualified testing agency experienced in concrete paving. C. Testing laboratory shall be independent and certified in accordance with ASTM C1077 and ASTM E329. D. Installer qualifications: Experienced in similar concrete paving projects with documented successful installations. E. Mock-up: Provide a mock-up panel of concrete paving, minimum 100 square feet, to demonstrate surface finish, jointing, and coloration. F. Conduct pre-paving conference to review procedures, quality control, and safety measures. 1.4 ACTION SUBMITTALS A. Product Data: Submit manufacturer's technical data for cementitious materials, admixtures, curing compounds, joint fillers, and sealers. B. Mix Designs: Submit proposed concrete mix designs including materials, proportions, and admixtures with supporting test data. C. Samples: Submit physical samples of curing compounds, joint sealants, and surface finish treatments. D. Shop Drawings: Submit layout drawings showing joint spacing, patterns, thickness, reinforcement, and edge treatments. E. Certificates: Submit certification of compliance for cement, aggregates, admixtures, and other materials as specified. 1.5 INFORMATIONAL SUBMITTALS A. Test Reports: Submit test reports for aggregates, cementitious materials, and trial batch concrete. B. Installation Instructions: Manufacturer’s recommended installation instructions for products used in concrete paving. C. Maintenance Data: Submit maintenance instructions for concrete paving, including cleaning and repair. D. Warranties: Submit manufacturer and installer warranties as specified. PDHQ FUELING STATION 32 13 13 CONCRETE PAVING Page 3 of 6 1.6 DELIVERY, STORAGE AND HANDLING A.Deliver cement, aggregates, admixtures, and other materials in original unopened containers with labels intact. B. Store cement and cementitious materials in a dry, moisture-proof area. Protect from contamination and moisture damage. C. Store aggregates to prevent segregation, contamination, and moisture accumulation. D. Store admixtures in accordance with manufacturer's recommendations and protect from freezing or overheating. E. Handle materials to prevent damage or contamination. Use equipment and methods to prevent segregation or loss of materials. 1.7 WARRANTY A. Provide a minimum 1-year warranty on concrete paving against defects in materials and workmanship from date of final acceptance. B. Provide manufacturer’s warranties on chemical admixtures, curing compounds, sealants, and other proprietary materials as applicable. C. Warranty shall include repair or replacement of defective paving including removal and replacement of unsatisfactory concrete. PART 2 – PRODUCTS 2.1 MATERIALS A.Portland Cement: ASTM C150, Type I or II, or ASTM C595 blended hydraulic cement as approved. B. Aggregates: ASTM C33, clean, hard, durable, and graded aggregates. Coarse and fine aggregates free of deleterious substances. C. Water: Clean, potable, free from impurities that may affect setting, strength or durability. D. Admixtures: ASTM C494 compliant chemical admixtures, including water reducers, air- entraining agents, retarders, and accelerators as required. E. Reinforcement: If required, use welded wire fabric or steel reinforcing bars conforming to ASTM A615 or ASTM A1064. F. Joint Materials: 1. Joint Fillers: ASTM D1751 bituminous fiber expansion joint fillers or preformed elastomeric joint fillers. 2. Joint Sealants: Polyurethane or silicone sealants compatible with concrete, ASTM C920 compliant. G. Curing Compounds: ASTM C309, clear or translucent, designed for curing concrete pavements. H. Surface Finishes: Broom finish or as indicated on drawings. PDHQ FUELING STATION 32 13 13 CONCRETE PAVING Page 4 of 6 I. Subbase and Base Materials: As specified in Section 32 11 23 - Aggregate Base Courses. 2.2 MANUFACTURERS A. 2.2.1 Cement and Admixtures: 1. LafargeHolcim 2. CEMEX 3. BASF Construction Chemicals 4. Sika Corporation B. Aggregates: 1. Local approved quarries or suppliers meeting ASTM C33 requirements. C. Joint Fillers and Sealants: 1. W.R. Meadows 2. Pecora Corporation 3. Sonneborn (Grace Construction Products) D. Curing Compounds: 1. Euco (Euclid Chemical Company) 2. W.R. Meadows E. Reinforcement: 1. Nucor Steel 2. CMC Rebar PART 3 – EXECUTION 3.1 EXAMINATION A.Verify that subgrade and base course have been installed and compacted to required density and tolerances. B. Ensure that subgrade is free of soft spots, debris, frost, or frozen material. C. Verify layout, elevations, and grades are established and conform to drawings and specifications. D. Notify Engineer of any conditions detrimental to quality or performance of concrete paving. Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Grade and compact subgrade and base course in accordance with Section 31 20 00 and Section 32 11 23. B. Moisten subgrade and base to uniform dampness without standing water immediately before placing concrete. C. Set and secure forms to lines and grades with adequate strength to withstand concrete placement and finishing operations. D. Provide joint layout and insert joint materials as specified. PDHQ FUELING STATION 32 13 13 CONCRETE PAVING Page 5 of 6 3.3 CONCRETE MIXING AND DELIVERY A.Mix concrete in accordance with ASTM C94 and approved mix designs. B. Maintain slump between 3 and 5 inches unless otherwise directed. C. Use air-entrained concrete with air content between 5% and 8% for freeze-thaw durability. D. Deliver concrete to site promptly and discharge into forms or placing equipment without segregation. E. During hot or cold weather, comply with ACI 305R and ACI 306R respectively. 3.4 PLACING CONCRETE A. Place concrete continuously between expansion joints to prevent cold joints. B. Deposit concrete as close as possible to final position to minimize segregation. C. Consolidate concrete with internal vibrators without over-vibration. D. Screed to grade and strike off to produce a uniform surface. E. Perform initial surface finishing as soon as bleed water disappears, using bull float or darby. 3.5 JOINTING A. Install contraction joints at maximum spacing of 15 feet or as indicated on drawings. B. Form joints with saw-cut or formed joints as approved. C. Install expansion joints at intervals indicated on drawings with compressible filler. D. Seal joints with approved sealant after curing period, ensuring joints are clean and dry. 3.6 FINISHING A. Apply broom finish perpendicular to traffic direction for slip resistance. B. Edges: Round edges with edging tool to 1/4 inch radius unless otherwise indicated. C. Remove surface defects and repair minor imperfections immediately. 3.7 CURING A. Begin curing immediately after finishing operations. B. Use curing compound applied uniformly at manufacturer’s recommended rate. C. Alternatively, use wet curing methods such as wet burlap or polyethylene sheeting for a minimum of 7 days. D. Protect concrete from rapid moisture loss, freezing, rain, and contamination during curing period. 3.8 PROTECTION AND CLEANING PDHQ FUELING STATION 32 13 13 CONCRETE PAVING Page 6 of 6 A. Protect newly placed concrete from traffic and construction loads until it attains sufficient strength. B.Remove forms and joint filler carefully without damaging concrete edges. C. Clean concrete surfaces of stains, dirt, and curing residues using methods approved by Engineer. D. Repair or replace defective or damaged concrete paving as directed. 3.9 FIELD QUALITY CONTROL A. Testing Agency Responsibilities: 1. Perform slump tests, air content, temperature, and casting of test specimens in accordance with ASTM C172, ASTM C143, and ASTM C231. 2. Test concrete compressive strength at 7 and 28 days per ASTM C39. 3. Perform additional tests as required to verify compliance with mix design and performance criteria. B. Monitor joint spacing, depth, and sealant installation for compliance. C. Document all quality control tests and submit reports promptly. 3.10 REPAIRS AND PATCHING A. Repair minor surface defects with approved patching mortar compatible with existing concrete. B. For major defects or failures, remove defective concrete and replace with new concrete as specified. C. Ensure repairs match adjoining concrete in finish, texture, and color. 3.11 MAINTENANCE A. Clean concrete paving periodically with water and mild detergents. B. Inspect and maintain joint sealants to prevent infiltration of water and debris. C. Repair surface damage promptly to maintain durability and appearance. END OF SECTION 32 13 13 City of Fayetteville, AR Bid 2 6 - 2 5 , Addendum 1 Page 1 | 2 Bid 26-25, Addendum 1 Date: Friday, February 20, 2026 To: All Prospective Vendors From: Kenny Fitch – 479.575.8258 – kfitch@fayetteville-ar.gov RE: Bid 26-25, Construction – FPD Fueling Station 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.CLARIFICATIONS: a.This bid does not include the purchase or installation of any fueling equipment. The fueling equipment required to make this a functional fueling station is being provided through a separate contract. b.The exterior of the fueling station shall match the color of the police department’s asset buildings. The fueling station structure is specified to be Kynar Stone Gray. c.Only one tank is being installed on the site. d.The contractor will have space provided for the staging area to the south of the project site. e.Safety and security fences are not required, but a safety fence is recommended during the excavation process. f.Keycards will be provided to the contractor to allow access to the construction site after coordination with the Fayetteville Police Department. g.The start date for this project is to be determined. The City will coordinate the Notice to Proceed with the contractor based on the delivery of the fueling equipment. It is estimated that the fuel tank will be delivered mid-May. h.The backfill for the excavated area is included within the scope of this bid and shall be completed in the following manner: City of Fayetteville, AR Bid 2 6 - 2 5 , Addendum 1 Page 2 | 2 2. QUESTIONS: a. Should bidders include pricing for the canopy and the installation of it? If so, is there a preferred manufacturer to be used? • Yes, bids should include pricing for the canopy and installation. The City has not identified a preferred manufacturer for the canopy. b. On sheet C1.0, keynotes 3, 5, 6, 7, and 8 are listed as items to be installed by others. Will they be responsible for cutting the concrete and asphalt to the big trenches to install all the underground lines? If so, will they also be responsible for the repairs to the concrete and asphalt for the trenches they dig? • The pump installers will not be responsible for cutting the concrete or asphalt or digging the trenches. The contractor for this bid shall be responsible for that portion of the scope, as well as any necessary concrete and asphalt repairs. c. Who will be responsible for the electrical portion of the scope? • The electrical portion of this project is not included in the scope of this bid. However, the contractor for this bid will be responsible for any necessary site work for the electrical connections, including trenching, backfill, and paving. d. Will the existing concrete slab next to the new pump and canopy station need to be removed? • The City doesn’t believe the slab will need to be fully removed, but that decision will be left to the discretion of the contractor and their preferred means and methods. e. Will the tank be installed within the rectangle space on sheet C1.0 indicated by note number “5”? • Yes, that is the anticipated location for the new tank. f. Are there any pipe bollards or protection in the new slab area? • No bollards are required around the fuel ports. There would need to be cuts into the existing island for bollards around the fuel pumps. Bollards will also need to be installed on the north and south ends of the fueling station. g. Is Deck Pan P-16 (20 GA) supposed to be the exterior skin? If not, what panel type and gauge should we be carrying? • The P-16 (20 GA) deck pan is the soffit material for the underside of the canopy, as indicated in Section 1/S3.1. The exterior vertical fascia panels around the perimeter of the canopy are to be 36” tall R-Panels (24 GA) as indicated in Note 3 of Framing Notes & Specifications on Sheet S1.2. No additional exterior skin is required beyond the P-16 soffit panels (underside) and the specified 36” R-Panel fascia (vertical perimeter). 3. ATTACHMENT: a. Attachment A: Pre-Bid Meeting Sign In Sheet City of Fayetteville, Arkansas �I Attendance Sheet CITY OF FAY ETTEVILLE A RKANSAS <� 3B,/RFP/RFO.#: ?U.0 "Z5 Description: �� CTIQIJ - FPD FUEUN(� Function (circle one): Bid Opening, Selection Committee Meeting re -Bid nterview Date: bZ 'Z(e Time: Z O�7YY� Name Company Title Phone ❑tV=ffe-mail includws @fayeIIeville rZW Email 1 1 N mil( F- ( DC (A cc F Sri pi�oc 5-7 S - b-Z je- f4-e� 2 Tsc�el Young (OF Proc AaP1�k 5y5'-ga�,q_Tr _r- 3 i" r''i &/mock Jc/S3yn/ N�ivaFL 732 i9iZ -�— Wf3�cLocZ P a!✓}v.:c�n� 4 A r1 Lms ! (� JOI'���'2�TVS®GISCON. <M s 6 iTtCLvvTitfnSe� BAP ��'%oa -4sa� •1aSo+�.ThcL�vv 4��rt�LO, Gv.✓l 7 N11k Wlil Y)i nLA4 31u-W 51ft nw�—IIYnn a-hutWVI11V1ld s. 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Sobfb (S) (A� 2 � � 1 M C� 3 �1:�1�(c AA':p� 4 Mary t ZLC fu ti r; P�P�;� �tly Sul-y�c! o.J wM',i Pee%��y�Ar�ill=-..o✓ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Meeting Notes, Decision, Description of Handouts, etc: P9 Z © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS Olsson - Engineering Arkansas COA #1010 F : \ 2 0 2 5 \ 0 6 5 0 1 - 0 7 0 0 0 \ 0 2 5 - 0 6 9 3 7 \ 4 0 - d e s i g n \ A u t o C A D \ f i n a l p l a n s \ S h e e t s \ S D N \ C _ T T L 0 1 _ 0 2 5 0 6 9 3 7 . d w g DA T E : J a n 1 5 , 2 0 2 6 1 2 : 4 6 p m U S E R : c f o l k s RE V . NO . DA T E DE S C R I P T I O N RE V I S I O N S project no.: designed by: drawn by: date: SHEET CI T Y O F F A Y E T T E V I L L E P D FU E L I N G S T A T I O N FA Y E T T E V I L L E , A R K A N S A S 20 2 5 025-06937 01.15.2026 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 G0.0 CO V E R S H E E T RIGHT-OF-WAY LINE PROPERTY/LEASE LINE EXIST. SANITARY SEWER MANHOLE EXIST. SIGN OR UTILITY MARKER EXIST. STORM DRAIN MANHOLE W EXIST. WATER PIPE SS EXIST. SANITARY PIPE P-UG EXIST. UNDERGROUND POWER SD EXIST. STORM DRAIN PIPE UTILITY EASEMENT FO EXIST. UNDERGROUND FIBER OPTIC EXIST. TRANSFORMER EXIST. FIBER OPTIC BOX EXIST. LIGHT POLE LEGEND EXIST. WATER METER BENCHMARK EXIST. ELECTRIC CABINET P-OH EXIST. OVERHEAD POWER G EXIST. GAS PIPE EXIST. FIBER OPTIC VAULT EXIST. ELECTRIC METER EXIST. ELECTRIC RISER EXIST. GRATE INLET EXIST. GUY WIRE EXIST. POWER POLE EXIST. POWER POLE W/ LIGHT EXIST. STEEL POST T EXIST. TELEPHONE RISER EXIST. TELEPHONE CABINET EXIST. WATER MANHOLE EXIST. WATER VALVEWV EXIST. IRRIGATION VALVEIRR PROP. BUILDING SETBACK THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE BASED ON THE BEST INFORMATION AVAILABLE AND MAY NOT REFLECT ALL EXISTING UTILITIES IN THE PROJECT AREA. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE UTILITY COMPANIES FOR LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR PROTECTION OF SERVICES DURING CONSTRUCTION. CITY OF FAYETTEVILLE, AR 1800 N STEPHEN CARR MEMORIAL BLVD FAYETTEVILLE, ARKANSAS SITE W DEANE ST SECTION 05, T-16-N, R-30-W WASHINGTON COUNTY, ARKANSAS NOT TO SCALE M.G. MATCH GRADE PVMT. PAVEMENT TC TOP OF CURB EP EDGE OF PAVEMENT G GUTTER EL. ELEVATION R/W RIGHT-OF-WAY ROW RIGHT-OF-WAY TCE TEMPORARY CONSTRUCTION EASEMENT ESMT. EASEMENT PROP. PROPOSED EXIST. EXISTING TYP. TYPICAL (R) REMOVAL CONST. CONSTRUCT TBM TEMPORARY BENCHMARK C.P. CONTROL POINT D.N.D. DO NOT DISTURB U.I.P. USE IN PLACE CONC. CONCRETE AGG. AGGREGATE N.T.S. NOT TO SCALE B-B BACK OF CURB TO BACK OF CURB F-F FACE OF CURB TO FACE OF CURB ABBREVIATIONS PREPARED & SUBMITTED BY C E R T I FICAT E O F AUTHO R I Z A T ION ARKANSAS E N G I N E E R VICINITY MAP PD HQ FUELING STATION CITY OF FAYETTEVILLE WATER AND SEWER DEPARTMENT 113 WEST MOUNTAIN ST. FAYETTEVILLE, AR 72701 CONTACT: COREY GRANDERSON PHONE: 479-444-3452 BLACK HILLS ENERGY 655 MILLSAP RD. FAYETTEVILLE, AR 72703 CONTACT: SCOTT STOKES PHONE: 479-435-0229 COX 637 E. JOYCE BLVD #103 FAYETTEVILLE, AR 72703 CONTACT: MICHAEL MOORE PHONE: 479-717-3730 SOUTHWESTERN ELECTRIC POWER COMPANY 101 W. TOWNSHIP ST. FAYETTEVILLE, AR 72703 CONTACT: JOHN LE TRONG PHONE: 479-973-2464 UTILITY CONTACTS OWNER/DEVELOPER CITY OF FAYETTEVILLE 113 W MOUNTAIN ST FAYETTEVILLE, AR 72701 CONTACT: WADE ABERNATHY PHONE: 479-575-8361 EMAIL: WABERNATHY@FAYETTEVILLE-AR.GOV DESIGN CONTACTS ENGINEER OLSSON 3537 N STEELE BLVD, STE 310 FAYETTEVILLE, AR 72703 CONTACT: MATT LOOS, PE PHONE: 501-733-2240 EMAIL: MLOOS@OLSSON.COM N S T E P H E N C A R R M E M B L V D IN T E R S T A T E 4 9 N P O R T E R R D STRUCTURAL ENGINEER OLSSON 3537 N STEELE BLVD, STE 310 FAYETTEVILLE, AR 72703 CONTACT: WES BULLOCK, PE PHONE: 479-332-3952 EMAIL: WBULLOCK@OLSSON.COM SHEET LIST TABLE SHEET NUMBER SHEET TITLE G0.0 COVER SHEET C1.0 SITE, UTILITY, & PAVING PLAN C2.0 GRADING & EROSION CONTROL PLAN C3.0 CIVIL DETAILS S0.1 STRUCTURAL GENERAL NOTES S0.2 SPECIAL INSPECTIONS 1 S0.3 SPECIAL INSPECTIONS 2 S1.1 FOUNDATION PLAN S1.2 ROOF FRAMING PLAN S3.1 STRUCTURAL SECTIONS S5.1 STRUCTURAL DETAILS FLOOD NOTE: THE FLOOD INSURANCE RATE MAP (FIRM) FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) COMMUNITY PANEL NO. XX, EFFECTIVE DATE XX, SHOWS THIS PROPERTY IS LOCATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.) REVIEW OF THESE PLANS IS LIMITED TO COMPLIANCE WITH CITY CODES AND REGULATIONS. BY REVIEWING AND APPROVING THESE PLANS THE REVIEWER AND THE CITY OF FAYETTEVILLE ASSUME NO RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS IN THE PLANS. THE ADEQUACY OF THE PLANS IS THE SOLE RESPONSIBILITY OF THE DESIGN ENGINEER. THE CITY OF FAYETTEVILLE, HOWEVER, RESERVES THE RIGHT TO REQUIRE CORRECTIVE ACTION IF ANY INADEQUACIES ARE FOUND AFTER THE IMPROVEMENTS ARE CONSTRUCTED. GENERAL NOTES: 1. ACCORDING TO THE NATIONAL WETLANDS INVENTORY, NO WETLANDS OR AREAS OF INTEREST ARE LOCATED WITHIN THE PROJECT BOUNDARY. 2. NO KNOWN EROSION PROBLEMS ON-SITE OR WITHIN 100' DOWNSTREAM OF THE PROJECT SITE. 3. NO KNOWN DANGEROUS AREAS OR HAZARDS PRESENT ON PROJECT SITE. CBF CBF 01/16/2026 ge n e r a t o r d i T b ASSET BUILDING 1 P - U G P-UG P- U G P- U G P- U G P- U G P- U G P- U G P- U G Olsson - Engineering Arkansas COA #1010 F : \ 2 0 2 5 \ 0 6 5 0 1 - 0 7 0 0 0 \ 0 2 5 - 0 6 9 3 7 \ 4 0 - d e s i g n \ A u t o C A D \ f i n a l p l a n s \ S h e e t s \ S D N \ C _ S I T 0 1 _ 0 2 5 0 6 9 3 7 . d w g DA T E : J a n 1 5 , 2 0 2 6 1 2 : 4 7 p m U S E R : c f o l k s RE V . NO . DA T E DE S C R I P T I O N RE V I S I O N S project no.: designed by: drawn by: date: SHEET CI T Y O F F A Y E T T E V I L L E P D FU E L I N G S T A T I O N FA Y E T T E V I L L E , A R K A N S A S 20 2 5 025-06937 01.15.2026 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 C1.0 SI T E , U T I L I T Y , & P A V I N G P L A N 10'20'5'0' SCALE IN FEET SAW CUT EXISTING CONCRETE, CURB EXIST. CONTOUR SS EXIST. SANITARY PIPE P-UG EXIST. UNDERGROUND POWER UTILITY EASEMENT 899 AND GUTTER, ASPHALT, OR SIDEWALK. FINISH GRADE CONTOUR899 LEGEND EXISTING PROPERTY LINE EXIST. ASPHALT PAVEMENT KEYNOTES: 1 2 INSTALL HEAVY DUTY CONCRETE PAVEMENT W EXIST. WATER PIPE X EXIST. FENCE P-UG EXIST. UNDERGROUND POWER W EXIST. WATER PIPE INSTALL CONCRETE BOLLARD, SEE SHEET C3.0 FOR DETAILS 3 PROPOSED FUEL PUMP TO BE DONE BY OTHERS 4 PROPOSED 24' X 24' CANOPY, REFER TO STRUCTURAL FOR DETAILS 5 PROPOSED UNDERGROUND FUELING TANK TO BE DONE BY OTHERS 6 PROPOSED FUEL PORTS 7 PROPOSED FUEL LINE TO BE DONE BY OTHERS 8 PROPOSED UNDERGROUND SECONDARY ELECTRIC LINE TO BE DONE BY OTHERS 2.99' 11 . 9 5 ' 8.47' 32 . 8 7 ' 5 3 2 2 2 2 4 6 7 7 1 CBF CBF 8 P-UG PROP. UNDERGROUND POWER NOTES: 1. EXCAVATION AND BACKFILL SHALL BE COORDINATED WITH SPATCO. 2. CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EXISTING UTILITIES. 3. 100-AMP ELECTRICAL ALLOWANCE REQUIRED. 01/16/2026 P- U G P - U G P-UGP-UG P - U G P- U G TP/ME=1267.14± TP/ME=1267.19± TP/ME=1267.17±TP/ME=1268.40± TP/ME=1268.51± TP/ME=1267.41± TP/ME=1267.28± TP=1268.08 TP=1268.08 TP=1267.51 TP=1267.56TP=1267.50 TP=1267.45 TC=1267.92TC=1267.86 TC=1267.92 TC=1267.98 Olsson - Engineering Arkansas COA #1010 F : \ 2 0 2 5 \ 0 6 5 0 1 - 0 7 0 0 0 \ 0 2 5 - 0 6 9 3 7 \ 4 0 - d e s i g n \ A u t o C A D \ f i n a l p l a n s \ S h e e t s \ S D N \ C _ G R D 0 1 _ 0 2 5 0 6 9 3 7 . d w g DA T E : J a n 1 5 , 2 0 2 6 1 2 : 4 7 p m U S E R : c f o l k s RE V . NO . DA T E DE S C R I P T I O N RE V I S I O N S project no.: designed by: drawn by: date: SHEET CI T Y O F F A Y E T T E V I L L E P D FU E L I N G S T A T I O N FA Y E T T E V I L L E , A R K A N S A S 20 2 5 025-06937 01.15.2026 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 C2.0 GR A D I N G & E R O S I O N C O N T R O L P L A N 10'2.5'5'0' SCALE IN FEET 1. ALL ELEVATIONS ARE TO NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988). 2. STRIPPINGS ARE TO BE STOCKPILED ON-SITE AS DIRECTED BY THE ENGINEER. FOLLOWING THE COMPLETION OF THE GRADING, THIS TOPSOIL SHALL BE USED AS FILL MATERIAL ON ALL LANDSCAPED AREAS. IF STOCKPILE IS INACTIVE FOR MORE THAN 14 DAYS, STABILIZE OR PROTECT THE PERIMETER AS SHOWN ON THIS SHEET. 3. ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL AS OUTLINED IN NOTE #2. 4. CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ONSITE. THEY SHALL BE RESPONSIBLE FOR THE REPAIRS OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY THE NEW CONSTRUCTION. 5. THE PROPOSED CONTOURS REPRESENT TOP OF SLAB IN PAVEMENT AREAS AND FINISHED GRADE IN ALL OTHER AREAS. QUANTITIES DO NOT TAKE INTO ACCOUNT CORE-OUT OR ANY OVER-EXCAVATION. 6. CONTRACTOR SHALL ADDRESS ANY GRADING RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL INVESTIGATION. PRIOR TO MOVING OFF THE JOB THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO DO A FINAL WALK-THROUGH OF THE CONSTRUCTION SITE. 7. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN FACILITIES. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AN UNDERGROUND LOCATE SERVICE IN ADVANCE OF ANY EXCAVATION FOR THE MARK-OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 8. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL BARRIERS FOR A PERIOD OF 1 YEAR OR UNTIL THEY ARE RELEASED FROM THIS RESPONSIBILITY BY THE ENGINEER, WHICHEVER PERIOD IS SHORTER. 10. ALL ITEMS REMOVED SHALL BE DISPOSED OFF SITE BY THE CONTRACTOR AS PER CITY OF FAYETTEVILLE REQUIREMENTS. 11. IN ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING, SAW CUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AT THE JOINT. MATCH EXISTING GRADES AT THE JOINT IN ALL LOCATIONS. 12. CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET HORIZONTAL. 13. IN ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING, SAW CUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AT THE JOINT. MATCH EXISTING GRADES AT THE JOINT IN ALL LOCATIONS. GRADING NOTES: TP=1300.00 TOP OF PAVEMENT TC=1300.00 TOP OF CURB EG=1300.00 EXISTING GRADE LP=1300.00 LOW POINT GR=1300.00 GREENSPACE HP=1300.00 HIGH POINT ME=1300.00 MATCH EXISTING TEMPORARY STAGING / STOCKPILE AREA KEYNOTES: TW=1300.00 TOP OF WALK EXIST. CONTOUR RIGHT-OF-WAY LINE PROPERTY/LEASE LINE UTILITY EASEMENT PROP. BUILDING SETBACK FINISH GRADE CONTOUR LEGEND HFG=1300.00 HIGH FINISH GRADE LFG=1300.00 LOW FINISH GRADE LOD LIMITS OF DISTURBANCE INSTALL CONCRETE WASHOUT APPROX. STOCKPILE LOCATION EROSION CONTROL NOTES: 1. PROVIDE EROSION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL- BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. 2. LIMITS OF EROSION AND SEDIMENT CONTROL STRUCTURES SHOWN ARE SCHEMATIC. NECESSARY EROSION AND SEDIMENT CONTROL MEASURES DEPEND HEAVILY ON CONTRACTOR SCHEDULING AS WELL AS MEANS AND METHODS. ANY ADDITIONAL TYPE OR QUANTITY OF STRUCTURES NOT SHOWN THAT ARE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ARE THE CONTRACTOR'S RESPONSIBILITY. 3. CONSTRUCT EROSION CONTROL IMPROVEMENTS PRIOR TO BEGINNING OF ANY OTHER WORK. 4. FREQUENTLY INSPECT AND REPAIR OR REPLACE EROSION AND SEDIMENT CONTROL MEASURES PROMPTLY AS NEEDED. 5. DISPOSE OF SEDIMENT TRAPPED BY THESE PRACTICES IN AN APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. 6. REMOVE ACCUMULATED SILT WHEN IT REACHES A DEPTH OF 6 INCHES AND DISPOSE OF IN AN APPROVED SPOIL SITE OR AS ABOVE. 7. DO NOT ALLOW SILT FENCES TO OBSTRUCT SIDEWALKS, BUILDING ENTRANCES OR DRIVEWAYS 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION & SEDIMENT CONTROL MEASURES AND PRACTICES THROUGHOUT THE PROJECT. ANY AND ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE THE CONTRACTOR'S RESPONSIBILITY. 9. EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY. THIS PLAN SHOULD BE USED AS A GUIDE AND REPRESENTS THE MINIMUM EROSION CONTROL DEVICES REQUIRED. 10. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. 11. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL EROSION & SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL EVENT. 12. THE CONTRACTOR SHALL PROVIDE ANY FURTHER EROSION CONTROL MEASURES IN ADDITION TO THOSE LISTED TO ENSURE THAT SILT WILL NOT LEAVE THE PROJECT CONFINES. 13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION & SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED WITH A HEALTHY STAND OF PERMANENT VEGETATION. 14. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION. 15. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 16. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY STABILIZATION AS REQUIRED. 17. THE CONTRACTOR SHALL PROVIDE A TEMPORARY CONSTRUCTION ENTRANCE FOR VEHICULAR TRAFFIC AT LOCATION SHOWN. 18. ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS AND DESIGN CRITERIA OF THE ENGINEERING DIVISION, DEPARTMENT OF PUBLIC WORKS, CITY OF FAYETTEVILLE, ARKANSAS. 19. REFERENCE DETAILS ON SHEET C3.0 FOR TYPICAL EROSION CONTROL DEVICE INSTALLATION. 20. THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE STREETS OF DEPOSITED MUD AS FREQUENTLY AS NEEDED AS DETERMINED BY THE ENGINEER IN ORDER TO KEEP THEM USABLE AND TO CONTROL DUST. 21. SEE TEMPORARY VEGETATION REQUIREMENT NOTES ON THIS SHEET FOR EXPOSED SOIL WHERE NO ACTIVITY WILL OCCUR FOR MORE THAN 14 DAYS. 22. CONTRACTOR IS RESPONSIBLE FOR PHASED INSTALLATION OF EROSION CONTROL BMP'S IN ORDER TO PREVENT SEDIMENT FROM BREACHING THE LIMITS OF DISTURBANCE. TEMPORARY CONCRETE WASHOUT LODLODLODLODLODLOD LO D LO D LO D LO D L O D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D CBF CBF 01/16/2026 Olsson - Engineering Arkansas COA #1010 F : \ 2 0 2 5 \ 0 6 5 0 1 - 0 7 0 0 0 \ 0 2 5 - 0 6 9 3 7 \ 4 0 - d e s i g n \ A u t o C A D \ f i n a l p l a n s \ S h e e t s \ S D N \ C _ S I T 0 1 _ 0 2 5 0 6 9 3 7 . d w g DA T E : J a n 1 5 , 2 0 2 6 1 2 : 4 8 p m U S E R : c f o l k s RE V . NO . DA T E DE S C R I P T I O N RE V I S I O N S project no.: designed by: drawn by: date: SHEET CI T Y O F F A Y E T T E V I L L E P D FU E L I N G S T A T I O N FA Y E T T E V I L L E , A R K A N S A S 20 2 5 025-06937 01.15.2026 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 C3.0 CI V I L D E T A I L S CBF CBF NOT TO SCALE HEAVY DUTY CONCRETE PAVEMENT SECTION NOTE: CONTRACTOR SHALL SUBMIT A PAVEMENT JOINTING PLAN AND JOINT DETAILS OF ALL CONCRETE PAVEMENT AREAS FOR ENGINEER APPROVAL. 4" ARDOT CLASS 7 AGGREGATE BASE COMPACTED TO 95% STANDARD PROCTOR DENSITY 8" 4000 PSI PORTLAND CEMENT CONCRETE PAVEMENT PREPARED SUBGRADE COMPACTION TO STANDARD PROCTOR DENSITY OF 95% MIN. 1'-3"3" 2' - 9 " 6' - 3 " 3' - 3 " BOLLARD DETAIL NOT TO SCALE #5 REBAR -TYP. CONC. WASH FINISH GRADE 6" DIA. X 3/16" POST CONC. FILL & ROUND TOP PLAN SECTION CONCRETE WASH-OUT DETAIL NOT TO SCALE NOTES: 1. ACTUAL LAYOUT LOCATIONS & NUMBER OF WASH-OUTS TO BE DETERMINED BY CONTRACTOR IN FIELD. 2. THE CONCRETE WASH-OUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. WASH-OUTS SHALL BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAINS, OPEN DRAINAGE FACILITIES AND WATER COURSES. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE. 4. INSTALL BEFORE THE START OF ANY CONCRETE ACTIVITIES OR DELIVERIES. 5. INSPECT EVERY WEEK AND AFTER 12" STORM EVENT. REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE FACILITY TO A FUNCTIONAL CONDITION. WASH-OUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASH-OUT IS 75% FULL. 6. WHEN TEMPORARY CONCRETE WASH-OUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED AND DISPOSED. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASH-OUT FACILITIES SHALL BE REMOVED FROM THE SITE AND DISPOSED. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE WASH-OUT SHALL BE BACKFILLED AND REPAIRED. STAPLE CONCRETE WASHOUT 3' 3' WASHOUT SIGN 4" 2" VA R I E S 10' (MIN.) STAPLES (2 PER BALE) 10 MIL PLASTIC LINER NATIVE MATERIAL (OPTIONAL) STRAW BALES WOOD OR METAL STAKES BINDING WIRE WOOD POSTS 4" x 4" x 8' 45" x 24" PAINTED WHITE PLYWOOD BLACK LETTERS 6" HEIGHT STRAW BALES, CONCRETE BLOCKS, SANDBAGS, ETC. 10 MIL PLASTIC LINER STAKE -TYP. 01/16/2026 drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 3 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y ST R U C T U R A L G E N E R A L N O T E S S0.1 AE AIR ENTRAINING AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE APPROX APPROXIMATE(LY) ARCH ARCHITECT(URAL) B/ BOTTOM OF BLDG BUILDING BM BEAM BOT BOTTOM BRG BEARING C COMPRESSION CA CAISSON CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUE(D)(OUS) DBA DEFORMED BAR ANCHOR DBL DOUBLE DET DETAIL DIA DIAMETER DIM DIMENSION(S) DL DEAD LOAD DP DRILLED PIER DWG DRAWING EA EACH ECC ECCENTRICITY EF EACH FACE EJ EXPANSION JOINT ELEV ELEVATION EOR ENGINEER OF RECORD EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EWEF EACH WAY EACH FACE FF FINISHED FLOOR FND FOUNDATION FT FEET (FOOT) FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GL GLUE LAMINATE TIMBER HORZ HORIZONTAL HS HEADED STUD ID INSIDE DIAMETER K KIP (1000 POUNDS) KLF KIPS PER LINEAR FOOT LB, # POUNDS LH LEFT HAND LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL STRUCTURAL ABBREVIATIONS ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 FOUNDATIONS 1. !!STOP!! CALL BEFORE YOU DIG! THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "811" AND COORDINATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING GRADING ACTIVITIES. NOTIFY THE STRUCTURAL ENGINEER WHENEVER CONFLICTS ARE ENCOUNTERED. THE CONTRACTOR SHALL PROTECT ANY EXISTING UTILITIES FROM DAMAGE OR INTERRUPTION DURING CONSTRUCTION. 2. REFERENCE THE APPROVED GEOTECHNICAL INVESTIGATION REPORT PREPARED BY GTS, DATED 10-14-2020. THE CONTRACTOR SHALL OBTAIN A COPY OF THE REPORT AND ANY AVAILABLE ADDENDA OR SUPPLEMENTS. THE CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE REPORT AND SHALL FOLLOW ALL CONCLUSIONS AND RECOMMENDATIONS CONTAINED IN THE REPORT. 3. BEAR FOOTINGS ON NATURAL SOILS OR SUITABLE COMPACTED FILL MATERIALS. ALL FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE OF 2,500 PSF. NO FOOTINGS SHALL BE PLACED ON FROZEN SOILS. 4. A GEOTECHNICAL ENGINEER SHALL BE RETAINED FOR TESTING AND OBSERVATION DURING ALL EARTHWORK AND FOUNDATION CONSTRUCTION PHASES TO VERIFY THAT THE RECOMMENDATIONS OF THE SUBSOIL INVESTIGATION ARE BEING IMPLEMENTED. THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL FOOTING EXCAVATIONS AND SLAB SUBGRADE IMMEDIATELY PRIOR TO PLACEMENT OF ANY CONCRETE AND SHALL TEST ALL FILL FOR PROPER COMPACTION. 5. REMOVE ALL TOPSOIL, RUBBLE, AND TREE ROOTS MORE THAN 2-INCH IN DIAMETER TO DEPTHS AND EXTENTS AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SOILS BELOW FOOTING LEVEL DISTURBED BY GRUBBING SHALL BE RECOMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. STRUCTURAL FILL MATERIALS SHALL CONSIST OF SUITABLE ON-SITE OR BORROW MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER AND COMPACTED TO DEPTHS AND EXTENTS AS DIRECTED BY THE GEOTECHNICAL REPORT AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. PLACE TEMPORARY SURCHARGE FILL ACROSS BUILDING FOOTPRINT PRIOR TO ANY EXCAVATION AS RECOMMENDED BY THE GEOTECHNICAL REPORT AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. REMOVE ONLY WHEN DIRECTED BY THE GEOTECHNICAL ENGINEER. 8. GENERAL CONTRACTOR SHALL COMPACT EXPOSED FOOTING BOTTOMS AND EXPOSED AGGREGATE PIER SURFACES WITH HAND-OPERATED, MECHANICAL COMPACTION EQUIPMENT AFTER EACH FOOTING EXCAVATIONS IS COMPLETED AND PRIOR TO PLACING STEEL OR CONCRETE. 9. SHOULD UNSUITABLE BEARING CONDITIONS BE ENCOUNTERED DURING EXCAVATION, NOTIFY THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER BEFORE CONTINUING WITH CONSTRUCTION. 10. THE CONTRACTOR MUST PROVIDE SURFACE DRAINAGE AND PUMPS TO PROTECT ALL EXCAVATION FROM FLOODING. FLOODING OF ANY EXCAVATION AFTER APPROVAL OF THE SUBGRADE WILL BE CAUSE FOR RE-PREPARATION AND RE-APPROVAL OF THE SUBGRADE. 11. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY WATER, FROST, OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE BEFORE AND AFTER PLACING OF CONCRETE AND UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE. 12. RECORDS OF ANY EXISTING SUBGRADE INTERFERENCES, OTHER THAN THOSE INTERFERENCES SHOWN OR INDICATED ON THE CIVIL CONSTRUCTION DOCUMENTS, ARE NOT CURRENTLY AVAILABLE. DURING EXCAVATION WORK, INTERFERENCES MAY BE DISCOVERED. CONTRACTOR SHALL DOCUMENT CONSTRUCTION-RELATED DIMENSIONS OF ALL INTERFERENCES. CONTRACTOR SHALL FURNISH THE ABOVE INFORMATION IN THE FORM OF DETAILED SKETCHES TO THE STRUCTURAL ENGINEER FOR REVIEW. 13. THE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS AND THE GEOTECHNICAL REPORT AND ESTABLISH SPECIFIC "CONSTRUCTION PROCEDURES AND SEQUENCES" FOR THE EXCAVATION, COMPACTION, FILL, AND INSTALLATION OF THE NEW BUILDING FOUNDATION. SUBMIT THESE FOR REVIEW TO THE OWNER'S SOIL TESTING LABORATORY, OWNER'S REPRESENTATIVE, AND STRUCTURAL ENGINEER. 14. PER THE ABOVE REFERENCED REPORT, THE LATERAL EARTH PRESSURES ARE AS FOLLOWS: A. UNDRAINED ACTIVE EARTH PRESSURE: a. GRANULAR 40 PCF b. CLAY/SHALE 50 PCF B. UNDRAINED AT-REST EARTH PRESSURE: a. GRANULAR 55 PCF b. CLAY/SHALE 70 PCF C. PASSIVE EARTH PRESSURE:750 PCF 15. FILL BELOW SLABS-ON-GRADE SHALL CONSIST OF CLEAN GRANULAR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER AND PLACED AND COMPACTED AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 16. FLOWABLE FILL FOR USE AS FOUNDATION SUPPORT IS DEFINED AS CONTROLLED LOW STRENGTH MATERIAL (CLSM) CONFORMING TO THE RECOMMENDATIONS OF ACI 229R-99. 17. FLOWABLE FILL FOR USE AS FOUNDATION SUPPORT IS DEFINED AS CONTROLLED LOW STRENGTH MATERIAL (CLSM) A. FLOWABLE FILL IS NOT INTENDED TO BE EXCAVATABLE IN THE FUTURE. B. PROVIDE CONCRETE CONTRACTOR'S STANDARD MIX FOR FLOWABLE FILL THAT MEETS THE FOLLOWING REQUIREMENTS: a. CONFORM TO THE RECOMMENDATIONS OF ACI 229R-99. b. 28 DAY MINIMUM COMPRESSIVE STRENGTHS OF 100PSI. c. MIXTURE SHALL FLOW INTO PLACE AND CONSOLIDATE DUE TO ITS FLUIDITY WITHOUT VIBRATION OR PUDDLING ACTION. d. LIMIT SUBSIDENCE OF FLOWABLE FILL TO 1/8" PER FOOT OF DEPTH e. CURING PROCEDURES ARE NOT REQUIRED, BUT PROTECT FROM FREEZING UNTIL MIX HAS HARDENED. 18. REFER TO THE TESTING AND INSPECTION SECTION OF THESE NOTES FOR THE FOUNDATION TESTING AND INSPECTION REQUIREMENTS. GENERAL NOTES 1. THE STRUCTURAL DRAWINGS ARE TO BE COORDINATED AND USED IN CONJUNCTION WITH THE CIVIL DRAWINGS. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH GENERAL ARRANGEMENT DRAWINGS AND IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES. REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL OPENINGS, SLEEVES, UNDER- FLOOR DUCTS, FLOOR DEPRESSIONS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE LOCATION, SIZE, AND REINFORCEMENT OF ALL OPENINGS WITH RESPECTIVE TRADES BEFORE FABRICATION. 2. OLSSON SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CHARGE OF, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS PROJECT AND SHALL NOT BE RESPONSIBLE FOR CONTRACTOR'S FAILURE TO CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3. OLSSON SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OVER, THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. ALL SHORING AND BRACING MEMBERS AND CONNECTIONS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE IMPOSED LOADS. TEMPORARY MEMBERS AND CONNECTIONS SHALL NOT BE REMOVED UNTIL PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. 5. THE CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. 6. NO FIELD MODIFICATIONS TO ANY STRUCTURAL COMPONENTS SHALL BE MADE WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. THIS INCLUDES, BUT IS NOT LIMITED TO, REVISIONS DUE TO MIS-LOCATION, MISFIT, OR ANY OTHER CONSTRUCTION ERRORS. 7. NO OPENING SHALL BE PLACED IN ANY STRUCTURAL MEMBER (OTHER THAN AS INDICATED ON APPROVED SHOP DRAWINGS) UNTIL THE LOCATION HAS BEEN APPROVED BY THE STRUCTURAL ENGINEER. 8. PROVIDE SLEEVE LAYOUTS FOR ALL PENETRATIONS THROUGH CONCRETE STRUCTURAL MEMBERS FOR ALL TRADES. LAYOUTS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 9. EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, CONDUITS, AND INSERTS, SHALL BE IN PLACE BEFORE CONCRETE PLACEMENT. 10. ALL ROOF MOUNTED EQUIPMENT OR EQUIPMENT SUSPENDED FROM FLOORS OR ROOFS SHALL BE SUPPORTED BY BEAMS DESIGNATED FOR SUCH PURPOSE ONLY. IF NO SUPPORT HAS BEEN DESIGNATED, OR IF A QUESTION ARISES, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO ERECTION OF EQUIPMENT. 11. ALL DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE NOTED. SEE THE GENERAL ARRANGEMENT DRAWINGS FOR DETAILS AND DIMENSIONS NOT INDICATED ON THE STRUCTURAL DRAWINGS. 12. MATERIALS AND EQUIPMENT SHALL BE STORED AND TRANSPORTED IN A MANNER SO AS NOT TO EXCEED THE ALLOWABLE CAPACITY OF THE CONSTRUCTION. 13. FOR LOCATIONS AND DIMENSIONS OF SLEEVES, CURBS, OPENINGS, AND DEPRESSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE CIVIL, GENERAL ARRANGEMENT, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ABOVE ITEMS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND PROVISION OF ANY AND ALL TEMPORARY BRACING AND SHORING AGAINST WIND, ERECTION AND ALL CONSTRUCTION LOADS UNTIL ALL ELEMENTS, MEMBERS, AND CONNECTIONS (FLOORS, ROOF, SHEAR WALLS, ETC), AS SHOWN ON THE CONTRACT DOCUMENTS ARE COMPLETELY INSTALLED. THE STRUCTURAL MEMBERS SHOWN ON THE CONTRACT DOCUMENTS ARE DESIGNED FOR THE ANTICIPATED LOADS THAT THE STRUCTURE WILL BE SUBJECTED TO ONLY AFTER ALL STRUCTURAL ELEMENTS ARE IN PLACE AND FINAL CONNECTIONS ARE COMPLETE. 15. THE ENGINEER HAS ASSUMED THAT THE EXISTING CONSTRUCTION WAS DESIGNED AND CONSTRUCTED IN CONFORMITY WITH GOOD PRACTICES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY INCLUDING BRACING OR SHORING TO PREVENT DAMAGE AND/OR SETTLEMENT TO THE EXISTING STRUCTURE. FURTHERMORE, THEY SHALL AGREE TO ASSUME ALL RESPONSIBILITY FOR THE PRESERVATION OF THE EXISTING STRUCTURE. 16. IF DURING CONSTRUCTION, MOVEMENTS OR SETTLEMENTS OF THE EXISTING STRUCTURE ARE OBSERVED, TAKE PRECAUTIONS NECESSARY TO SECURE THE SAFETY OF THE SUBJECT AND/OR ADJOINING PREMISES, AND CONTACT THE ENGINEER. 17. THE EXISTING INFORMATION SHOWN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED INSOFAR AS BUILDING CONSTRUCTION AND EXISTING CONDITIONS ARE CONCERNED. EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED FOR THE ASSISTANCE OF THE CONTRACTOR IN ACHIEVING THE END RESULTS. MANY OF THE DIMENSIONS AND CONDITIONS NOTED ON THE DRAWINGS ARE BASED ON INFORMATION OBTAINED FROM THE ORIGINAL DRAWINGS AND MAY OR MAY NOT BE CORRECT. EXACT LOCATIONS, MEASUREMENTS, DISTANCES, LEVELS, ETC. WILL BE GOVERNED BY CONDITIONS AT THE JOB SITE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING EXISTING MEMBER SIZES, DIMENSIONS, AND ELEVATIONS WHICH AFFECT WORK TO BE PERFORMED AS PART OF THIS PROJECT, PRIOR TO ANY NEW CONSTRUCTION OR MATERIAL FABRICATION. ALL FIELD VERIFIED DIMENSIONS AND DISCREPANCIES MUST BE SHOWN ON THE STRUCTURAL SHOP DRAWINGS OR ON A SEPARATE SUBMITTAL SO THAT THE STRUCTURAL ENGINEER CAN MAKE ANY ADJUSTMENT IN MEMBER SIZES OR DETAILS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION CHANGES WHICH ARE A RESULT OF EXISTING JOB SITE CONDITIONS, AND WHICH ARE NOT ACCURATELY DOCUMENTED FOR THE OWNER IMMEDIATELY AFTER THE CONTRACTOR'S FIELD VERIFICATION EFFORTS. STRUCTURAL CONCRETE 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF: A. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" B. ACI 302.1R "GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION” C. ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE" D. ACI 311.1R "MANUAL OF CONCRETE INSPECTION" E. ACI 315R "GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS" F. ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” G. ACI 347 "GUIDE TO FORMWORK FOR CONCRETE” 2. SUBMIT A CONCRETE MIX DESIGN FOR EACH CLASS OF CONCRETE FOR APPROVAL BY THE PROJECT ENGINEER. THE MIX DESIGN SHALL INCLUDE THE PROPORTIONS AND TEST RESULTS OR CERTIFICATIONS FOR ALL COMPONENTS OF THE MIX IN ACCORDANCE WITH THE LATEST ACI 301. SUBMIT DOCUMENTED RESULTS OF "FIELD TEST DATA" OR "TRIAL MIXTURES" IN ACCORDANCE WITH ACI 301 FOR EACH CLASS OF CONCRETE TO BE USED. THE MIX DESIGNS SHALL MEET THE GUIDELINES AS LISTED IN THE "MATERIAL DATA" SECTION, EXCEPT AS APPROVED BY THE PROJECT ENGINEER. 3. THE COARSE AGGREGATE IN NORMAL WEIGHT CONCRETE MIXES SHALL BE LIMESTONE AND THE LIMESTONE SHALL MAKE UP APPROXIMATELY 30% OF THE WEIGHT OF ALL THE AGGREGATE IN THE MIX, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. THE ADDITION OF WATER TO THE MIX ON SITE WILL NOT BE ALLOWED, UNLESS SPECIFICALLY APPROVED. 5. CONCRETE MAY NOT BE PLACED DURING FREEZING WEATHER UNLESS SUITABLY PROTECTED, PER ACI 306.1. CONFORM TO ACI 305.1 FOR HOT WEATHER CONCRETING. 6. FLY ASH (CLASS 'C') MAY REPLACE UP TO 25% OF PORTLAND CEMENT, MAXIMUM, EXCEPT AS NOTED FOR INTERIOR SLABS. 7. MINIMUM FLEXURAL STRENGTH, WHERE REQUIRED, SHALL BE TESTED IN ACCORDANCE WITH ASTM C78. 8. CURE SPECIFIC CONCRETE ELEMENTS FOR 72 HOURS AS INDICATED BELOW: SLABS-ON-GRADE:MEMBRANE FORMING COMPOUND STRUCTURAL SLABS:MEMBRANE FORMING COMPOUND 9. THE CONTRACTOR SHALL SUBMIT CHECKED, DETAILED REINFORCEMENT SHOP DRAWINGS SHOWING THE LOCATIONS AND DETAILING OF ALL FOOTINGS, WALLS, PIERS, BEAMS, COLUMNS, SLABS, CONSTRUCTION JOINTS, CONTROL JOINTS, ETC, PRIOR TO FABRICATION. DETAILS SHALL INCLUDE BAR SIZES, LAPS, SPACING, AND PLACEMENT. 10. THE MINIMUM CONCRETE COVER FOR CAST-IN-PLACE (NON-PRESTRESSED) CONCRETE SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. CONCRETE CAST AGAINST/PERMANENTLY EXPOSED TO EARTH: 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: a. NO 6 THROUGH NO 18 BARS 2" b. NO 5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: a. SLABS, WALLS, JOISTS: • NO 14 AND NO 18 BARS 1 1/2” • NO. 11 BAR AND SMALLER 3/4" b. BEAMS, COLUMNS: • PRIMARY REINFORCEMENT 1 1/2” c. TIES, STIRRUPS, SPIRALS 1 1/2" 11. PROVIDE LAP SPLICES AS INDICATED BELOW UNLESS OTHERWISE NOTED IN THE DRAWINGS. SPLICE LENGTH: SPLICE LENGTH: BAR SIZE TOP BARS* OTHER BARS #3 1'-3"1'-0" #4 1'-8"1'-3" #5 2'-5"1'-10" #6 3'-4"2'-7" #7 4'-0"3'-1" #8 5'-0"3'-11" #9 6'-5"4'-11" #10 7'-10"6'-1" #11 9'-6"7'-4" * TOP BAR CONDITION OCCURS WHERE HORIZONTAL REINFORCEMENT IS PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE SPLICE. 12. CONCRETE WITH PORTLAND LIMESTONE CEMENT (PLC) MUST HAVE PERFORMANCE AT LEAST EQUIVALENT TO SPECIFIED CONCRETE WITH OPC, SUCH AS STRENGTH AND DURABILITY. THEREFORE, ITEMS SUCH AS LIMESTONE CONTENT AND PARTICLE SIZE DISTRIBUTION MAY NEED TO BE MODIFIED. 13. UNLESS DETAILED OTHERWISE, BEND DIAMETERS AND HOOK LENGTHS FOR "STANDARD HOOKS" USED FOR STIRRUPS, TIES, AND HOOPS SHALL BE AS SHOWN IN ACI 318-14, TABLE 25.3.2. BEND DIAMETERS AND HOOK LENGTHS FOR "STANDARD HOOKS" EMBEDDED INTO FOOTINGS SHALL BE PER TABLE 25.3.1. (SEE DRAWINGS FOR EMBEDMENT LENGTH OF HOOK INTO FOOTING). 14. ALL EXPOSED CONCRETE EDGES SHALL HAVE 3/4" CHAMFERS. BUILDING CODE AND STANDARDS 2021 INTERNATIONAL BUILDING CODE (IBC 2021) WITH STANDARDS AS REFERENCED IN IBC CHAPTER 35, AND AS ADOPTED AND AMENDED BY THE CITY OF FAYETTEVILLE, AR. STRUCTURAL DESIGN LOADS: UNIFORM (PSF)CONCENTRATED (LB) DEAD LOAD (IN ADDITION TO WEIGHT OF STRUCTURAL MEMBERS AND NON-LOAD-BEARING WALLS/PARTITIONS, ADD THE FOLLOWING): ALLOWANCE FOR MEP/FIREPROOFING/MISC:5 ALLOWANCE FOR ROOFING SYSTEM 10 ROOF LIVE LOAD 20 PSF SNOW DESIGN DATA GROUND SNOW LOAD, PG 10 PSF FLAT ROOF SNOW LOAD, PF 9.24 PSF MINIMUM SNOW LOAD FOR LOW-SLOPE ROOFS, PM 11 PSF RAIN-ON-SNOW 5 PSF SNOW EXPOSURE FACTOR, CE 1.0 SNOW LOAD IMPORTANCE FACTOR, IS 1.1 THERMAL FACTOR, CT 1.2 WIND DESIGN DATA BASIC WIND SPEED, VULT 114 MPH RISK CATEGORY III WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT, GCPI ±0.18 MWFRS (DIRECTIONAL PROCEDURE) (ULT. PSF) FASCIA ±37.39 PSF UPLIFT (CLEAR WIND FLOW) WIND DIRECTION ϒ=0°ϒ=180° PNW (PSF)-22.5 / +24.5 -2.0 / +6.1 PNL (PSF)-2.0 / +6.1 -22.5 / +24.5 COMPONENTS AND CLADDING 10 SF 50 SF 100 SF INTERIOR WALL (ZONE 4)-31.0 / +28.0 -28.0 / +26.0 -26.0 / +24.0 CORNER WALL (ZONE 5)-38.0 / +28.0 -33.0 / +26.0 -28.0 / +24.0 EARTHQUAKE DESIGN DATA RISK CATEGORY III SEISMIC IMPORTANCE FACTOR, IS 1.25 SITE CLASS C SPECTRAL RESPONSE COEFFICIENTS SS = 0.158 g; S1 = 0.09 g DESIGN SPECTRAL RESPONSE COEFF'S SDS = 0.137 g; SD1 = 0.09 g SEISMIC DESIGN CATEGORY B SEISMIC FORCE-RESISTING SYSTEM ORDINARY MOMENT RESISTING FRAMES DESIGN BASE SHEAR VU = 0.55 K SEISMIC RESPONSE COEFFICIENT CS = 0.14 RESPONSE MODIFICATION COEFFICIENT R = 1.25 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE MATERIAL DATA: CONCRETE & REINFORCING DESIGN CONCRETE MIXES TO PROVIDE THE FOLLOWING PROPERTIES: CONCRETE WEIGHT NORMAL WEIGHT CONCRETE -TYPICAL, UON CEMENT TYPE ORDINARY PORTLAND CEMENT (OPC) TYPE I/II -ASTM C150 OR PORTLAND LIMESTONE CEMENT (PLC) TYPE IL -ASTM C595 AGGREGATES REGULAR WEIGHT HARDROCK TYPE -ASTM C33 ADMIXTURES ASTM C494 AIR-ENTRAINMENT ASTM C260 REINFORCING STEEL ASTM A615, GRADE 60, DEFORMED WELDABLE REINFORCING STEEL ASTM A706, GRADE 60, DEFORMED DEFORMED BAR ANCHORS ASTM 1064-18, GRADE 70, DEFORMED WELDED WIRE REINFORCEMENT ASTM A1064, PROVIDE SHEET-TYPE; ROLL-TYPE IS NOT ACCEPTABLE NON-SHRINK GROUT (8,000 PSI, MIN.)ASTM C1107, FACTORY PREMIXED PREFORMED EXPANSION JOINT (1/2", UON) ASTM D1751 STEEL W SHAPES, WT SHAPES ASTM A992 PLATES ASTM A572, GRADE 50 ANGLES ASTM A572, GRADE 50 HSS SQUARE AND RECTANGULAR TUBES ASTM A500 GRADE C, Fy = 50 ksi ANCHOR RODS ASTM F1554, GRADE 55 WITH SUPPLEMENT S1 HIGH STRENGTH BOLTS ASTM F3125, GRADE 325, TYPE 1, UON ASTM F3125, GRADE 490, TYPE 1 WASHERS FOR HIGH STRENGTH BOLTS ASTM F436 DIRECT-TENSION INDICATING WASHERS ASTM F959 HEAVY HEX NUTS ASTM A563 STICK ELECTRODES AWS CLASS E70XX AWS CLASS E6010 OR E6011 (GALV. SURFACES) HEADED STUDS ASTM A108 GRADES C1010 THRU C1020 (Fu = 55 ksi) DEFERRED SUBMITTALS THE FOLLOWING BUILDING COMPONENTS ARE TO BE DESIGNED BY THE COMPONENT SUPPLIER FOR THE LOADS INDICATED ON THIS AND OTHER SHEETS IN THESE DRAWINGS. THE DESIGN OF THESE COMPONENTS SHALL MEET ALL APPLICABLE CODES AND REQUIRED STANDARDS. 1. STEEL FRAMING CONNECTIONS NOT SPECIFICALLY DETAILED IN PROJECT ARE THE RESPONSIBILITY OF THE DELEGATED DESIGNER PRIOR TO STEEL FABRICATION. CALCULATION PACKAGE SHALL BE INCLUDED IN DELEGATED DESIGN PACKAGE FOR REVIEW BY THE EOR. 2. CANOPY ROOF FRAMING, FACIA PANELS, SOFFIT AND ASSOCIATED CONNECTIONS ARE THE RESPONSIBILITY OF THE CANOPY VENDOR. SHOP DRAWINGS 1. EACH SHOP DRAWING AND SUBMITTAL THAT HAS BEEN PREPARED BY THE GENERAL CONTRACTOR'S SUBCONTRACTOR SHALL BE REVIEWED, APPROVED, AND STAMPED BY THE SUBCONTRACTOR, PRIOR TO SUBMITTING TO THE STRUCTURAL ENGINEER FOR REVIEW. 2. THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMISSIONS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS, MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATION OF CONSTRUCTION, TECHNICAL CONTENT, COORDINATION OF TRADES, DIMENSIONAL ACCURACY, SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. ANY DEVIATIONS FROM THE ORIGINAL DESIGN OR DESIGN CRITERIA AS SPECIFIED ON THE "FOR CONSTRUCTION" DESIGN DOCUMENTS OF THE PROJECT SHALL BE BOLDLY NOTED AND CLOUDED ON THE SHOP DRAWINGS THAT ARE SUBMITTED FOR APPROVAL TO BRING TO THE EOR'S ATTENTION. 4. ALL CHANGES TO RESUBMITTED SHOP DRAWINGS SHALL BE CLOUDED. MIX 28-DAY COMP. STRENGTH (MIN PSI)USE WATER/ CEMENT (MAX RATIO) AIR CONTENT (%) A 4,000 --0.42 5-7 B 4,000 --0.42 --ALL OTHER CONCRETE SPREAD FTGS C 4,500 --0.42 5-7CONCRETE EXPOSED TO WEATHER 28-DAY FLEXURAL STRENGTH (MIN PSI) LVL LAMINATED VENEER LUMBER MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MFR MANUFACTURER MIN MINIMUM MISC MICELLANEOUS NA NOT APPLICABLE NO, # NUMBER NTS NOT TO SCALE OC ON CENTER OCEW ON CENTER EACH WAY OD OUTSIDE DIAMETER OH OPPOSITE HAND PEMB PRE-ENGINEERED METAL BUILDING PJF PREMOLDED JOINT FILLER PL PLATE PLF POUNDS PER LINEAR FOOT PSF POUND PER SQUARE FOOT PSI POUND PER SQUARE INCH PT POST TENSION(ED) QTY QUANTITY R RADIUS REINF REINFORCE(D) REV REVISED/REVISION RH RIGHT HAND RO ROUGH OPENING RTU ROOF TOP UNIT SF SQUARE FOOT SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STD STANDARD T TENSION T&B TOP AND BOTTOM T&G TONGUE AND GROVE T/ TOP OF TBD TO BE DETERMINED TYP TYPICAL UON UNLESS OTHERWISE NOTED V SHEAR VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WG WORKABLE GAGE WP WORKING POINT WWR WELDED WIRE REINFORCEMENT POST-INSTALLED ANCHORS 1. ADHESIVE ANCHORS: A. EPOXY: a. FOR CONCRETE BASE CONDITIONS: USE HILTI 'HIT-HY 200'ADHESIVE, UNLESS OTHERWISE SPECIFIED. b. FOR CONCRETE MASONRY BASE CONDITIONS: USE HILTI 'HY-70' ADHESIVE, UNLESS OTHERWISE SPECIFIED. B. MINIMUM EMBEDMENT SHALL BE 9 TIMES ANCHOR DIAMETER, UNLESS OTHERWISE SPECIFIED, OR LIMITED BY THICKNESS OF CONCRETE OR CONCRETE MASONRY. C. ANCHOR RODS TO BE HILTI 'HAS' THREADED ROD, UNLESS OTHERWISE SPECIFIED. 2. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED BY QUALIFIED INDIVIDUALS IN STRICT CONFORMANCE TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS INCLUDING FINISH, MINIMUM EMBEDMENT, ADHESIVE TYPES, RECOMMENDED ACCESSORIES FOR BASE CONDITIONS, AND CURE TIMES FOR WEATHER CONDITIONS. 3. ALL POST-INSTALLED ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT VERSIONS OF ACI 355.2 OR ACI 355.4. 4. SUBSTITUTIONS OF SIMILAR PRODUCTS INCLUDING ALTERNATIVE MANUFACTURER'S CAN BE MADE PROVIDED THAT THE ANCHOR'S SHEAR AND TENSION ALLOWABLE LOAD CAPACITIES ARE EQUIVALENT TO THE SPECIFIED ANCHORS. SUBSTITUTIONS MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO INSTALLATION. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDING AND BRIDGES". 2. THE STEEL FABRICATOR/ERECTOR SHALL DOCUMENT ANY CONSTRUCTION RELATED DISCREPANCIES AND SHALL FURNISH SAID INFORMATION IN THE FORM OF DETAILED SKETCHES TO THE STRUCTURAL ENGINEER FOR REVIEW. THERE SHALL BE RESOLUTION TO THE NOTED DISCREPANCIES PRIOR TO FABRICATION OF ANY NEW STRUCTURAL ELEMENTS. 3. THE FABRICATOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW, ENGINEERED AND CHECKED DRAWINGS SHOWING FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION DIAGRAMS FOR ALL STRUCTURAL STEEL ELEMENTS. 4. ALL BEAMS AND JOISTS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP. 5. ALL WELDING SHALL BE PERFORMED BY CERTIFIED/QUALIFIED WELDERS AND SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1 "STRUCTURAL WELDING CODE -STEEL". 6. BOLTS ARE TO BE TIGHTENED TO THE "SNUG TIGHT" CONDITION, UNLESS OTHERWISE NOTED. SNUG TIGHT IS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FORM CONTACT AND MAY BE ACHIEVED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 7. ALL STEEL SHALL BE PRIME PAINTED WITH TNEMEC 10-1009 OR EQUIVALENT, EXCEPT STEEL PERMANENTLY EXPOSED SHALL BE PAINTED WITH TWO COATS OF TNEMEC 90-97. GALVANIZE EXTERIOR LINTEL MEMBERS IN CONTACT WITH MASONRY. 8. THE FOLLOWING INFORMATION IS PRESENTED AS REQUIRED BY AISC 303 SECTION 3.2.3: A. ALL SHEAR CONNECTIONS, UNLESS SPECIFICALLY DETAILED, SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER EMPLOYED BY THE FABRICATOR FOR THE BEAM END REACTIONS SHOWN ON THE FRAMING PLANS [OPTION 3 PER AISC 303 SECTION 3.2.3 (3)]. B. ALL END REACTIONS ARE LISTED AT FACTORED LEVELS AND CONNECTIONS SHALL BE DESIGNED USING LRFD METHODS. C. ALL MOMENT CONNECTIONS AND SPECIAL SHEAR CONNECTIONS HAVE BEEN DESIGNED BY THE EOR AND ARE INCLUDED IN THESE DRAWINGS. [OPTION 1 PER AISC 303 SECTION3.2.3 (1)]. D. FABRICATOR SHALL SUBMIT REPRESENTATIVE SAMPLES OF THE REQUIRED SUBSTANTIATING CONNECTION INFORMATION EARLY IN THE CONNECTION DESIGN PROCESS FOR REVIEW BY THE EOR. a. INFORMATION SHALL INCLUDE A SKETCH OF THE CONNECTION AND CALCULATIONS DETERMINING CONNECTION LIMIT STATE VALUES. THE GOVERNING LIMIT STATE SHALL BE HIGHLIGHTED. b. EOR SHALL RESPOND IN WRITING CONFIRMING THAT THE SUBMITTED REPRESENTATIVE SAMPLES ARE CONSISTENT WITH THE REQUIREMENTS IN THE CONTRACT DOCUMENTS, OR SHALL ADVISE WHAT MODIFICATIONS ARE REQUIRED TO BRING THE REPRESENTATIVE SAMPLES INTO COMPLIANCE WITH THE REQUIREMENTS IN THE CONTRACT DOCUMENTS. 9. THE LICENSED PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE OF THE CONNECTION DESIGN SHALL REVIEW AND CONFIRM IN WRITING AS PART OF THE SUBSTANTIATING CONNECTION INFORMATION, THAT THE SHOP AND ERECTION DRAWINGS PROPERLY INCORPORATE THE CONNECTION DESIGNS. STEEL FRAMING SYMBOL LEGEND W16X26 BEAM SIZE STEEL COLUMN INDICATES TYPICAL FRAMING CONNECTION FOUNDATION LEGEND F4.0 (X'-X") ISOLATED FOOTING MARK, SEE ISOLATED FOOTING SCHEDULE TOP OF FOOTING ELEVATION ISOLATED FOOTING COL, SEE PLANCOLUMN DESIGNATORBASE PLATE "BP#"1/15/2026 drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 3 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y SP E C I A L I N S P E C T I O N S 1 S0.2 ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 GENERAL CONDUCT WEEKLY VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND PREPARE WEEKLY REPORTS OF OBSERVATIONS DESCRIBING WORK PROGRESS AND NON-CONFORMING ITEMS OBSERVE PROOF ROLLING OF SUBGRADE PRIOR TO FILL PLACEMENT EARTHWORK TESTING AND EVALUATION OF IN- PLACE DENSITY OF COMPACTED FILL AS WORK PROGRESSES VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ALL FOOTING AND PILE CAP EXCAVATIONS SHALL BE OBSERVED AND APPROVED PRIOR TO CONCRETE PLACEMENT TEST EACH SOURCE ONE DENSITY TEST FOR EACH LIFT, DAYS OPERATION, OR 5000 SQ. FT. OF FILL AREA INSPECT VAPOR RETARDER FOR CONFORMANCE WITH MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS VERIFY MATERIAL BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY DURING FILL PLACEMENT, VERIFY USE OF PROPOER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT, VERIFY DENSITIES AND LIFT THICKNESSES FURING PLACEMENT AND COMPACTION OF COMPACTED FILL COORDINATE FREQUENCY WITH GEOTECHNICAL REQUIREMENTS DURING PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY IBC: TABLE 1705.6 IBC: TABLE 1705.6 IBC: TABLE 1705.6 IBC: TABLE 1705.6 IBC: TABLE 1705.6 CONCRETE & REINFORCING STEEL VERIFY CORRECT MATERIAL USED, INCLUDING THE USE OF A706 IN WELDED SPLICES, IF ANY OBSERVE & VERIFY PLACEMENT OF EMBEDDED BOLTS & RODS PRIOR TO CONCRETE PLACEMENT SAMPLE CONCRETE SPECIMENS FOR STRENGTH TESTS TO BE PERFORMED IN LAB. A MINIMUM OF FIVE (5) CYLINDERS SHALL BE MADE. TEST TWO AT 7 DAYS AND TWO AT 28 DAYS. THE 5TH CYLINDER SHALL BE HELD IN RESERVE PERFORM CONCRETE STRENGTH TESTING MAINTAIN A SPREADSHEET SHOWING DATE, SEQUENTIAL ORDER OF STRENGTH TEST RESULTS, AND INDICATE RUNNING AVERAGE INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES VERIFY THAT THE NECESSARY DESIGN STRENGTH HAS BEEN REACHED PRIOR TO THE REMOVAL OF FORMS MEASURE FLOOR FLATNESS AND LEVELNESS AS DIRECTED AWS: D1.4 ASTM: C172, C31 ACI 318: 26.5, 26.12 ACI 318 PAR. 6.2 ACI 318: 26.5 ADDITIONAL CYLINDERS SHALL BE MADE AS NEEDED FOR EARLY FORM REMOVAL. NOTE: TWO 6X12 OR 4X8 CYLINDERS ARE REQUIRED FOR AN ACCEPTABLE TEST. INSPECT CONCRETE FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED INSPECT REINFORCEMENT AND VERIFY PLACEMENT PRIOR TO CLOSING OF FORMS AND ARRIVAL OF CONCRETE TO THE JOB-SITE ACI 318: CH. 20, 25.2, 25.3, 26.6.1-26.6.3 REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" c. INSPECT ALL OTHER WELDS AWS D1.4 ACI 318: 26.6.4 INSPECT ANCHORS CAST IN CONCRETE ACI 318: 17.8.2 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY UP UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED ABOVE ACI 318: 17.8.2.4 ACI 318: 17.8.2 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK. VERIFY USE OF REQUIRED MIX DESIGN IBC: 1904.1, 1904.2 ACI 318: CH. 19, 26.4.3, 26.4.4 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE OBTAIN 1 COMPOSITE SAMPLE FOR EACH 100 YD3 OR FRACTION THEREOF OF EACH CONCRETE MIX PLACED EACH DAY. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN 5 COMPRESSIVE STRENGTH TESTS FOR EACH CONCRETE MIX, TESTING SHALL BE CONDUCTED FROM AT LEAST 5 RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN 5 ARE USED. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES ACI 318: 26.5.3-26.5.5 ACI 318: 26.11.1.2(b) MEASURE FLOOR FLATNESS AND LEVELNESS AS DIRECTED ACI 318: CH. 26.13.1.3 STRUCTURAL STEEL VERIFY FABRICATOR CERTIFICATION VISIT FABRICATION SHOP TO OBSERVE FABRICATION PROCEDURES VERIFY CORRECT STRUCTURAL STEEL MATERIAL DELIVERED TO JOB SITE. PERFORM ULTRASONIC TESTING ON ALL FULL PENETRATION WELDS PERFORM MAGNETIC PARTICLE TESTING ON 20% OF ALL PARTIAL PENETRATION AND FILLET WELDS GREATER THAN 5/16" ONLY ONE INSPECTION IS REQUIRED UNLESS ON-SITE EVENTS INDICATE FURTHER INSPECTIONS ARE NECESSARY VISUALLY INSPECT ALL WELDS FOR SIZE, LENGTH, AND LOCATION OF WELD.PROVIDE CONTINUOUS INSPECTION ON ALL FULL OR PARTIAL PENETRATION WELDS AND FILLET WELDS GREATER THAN 5/16" VERIFY WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE VERIFY MANUFACTURERS CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE VERIFY MATERIAL IDENTIFICATIONS (TYPE/GRADE) OBSERVE WELDER IDENTIFICATION SYSTEM THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW - STRESS TYPE. OBSERVE FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) FOR JOINT PREPARATION, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION), BACKING TYPE AND FIT (IF APPLICABLE) OBSERVE CONFIGURATION AND FINISH OF ACCESS HOLES OBSERVE FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION) OBSERVE USE OF QUALIFIED WELDERS OBSERVE CONTROL AND HANDLING OF WELDING CONSUMABLES, (PACKAGING AND EXPOSURE CONTROL) VERIFY NO WELDING OVER CRACKED TACK WELDS OBSERVE ENVIRONMENTAL CONDITIONS (WIND SPEED WITHIN LIMITS, PRECIPITATION, AND TEMPERATURE) VERIFY WPS FOLLOWED (WELDING EQUIPMENT SETTINGS, TRAVEL SPEED, SELECTED WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED [MIN/MAX], PROPER POSITION [F, V, H, OH]) OBSERVE WELDING TECHNIQUES (INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE LIMITS AND EACH PASS MEETS QUALITY REQUIREMENTS) VERIFY NO ARC STRIKES EXIST VISUALLY INSPECT k-AREA, WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES, OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, FOR CRACKS WITHIN 3" OF THE WELD VERIFY REPAIR ACTIVITY ACCEPTABILITY AS APPLICABLE DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINTS OR MEMBERS PERFORM MAGNETIC PARTICLE TESTING OR PENETRANT TESTING THERMALLY CUT SURFACES OF ACCESS HOLES WHERE THE FLANGE THICKNESS EXCEEDS 2 IN. FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2 IN. FOR BUILT-UP SHAPES. ANY CRACK SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF THE SIZE OR LOCATION VERIFY MANUFACTURER'S CERTIFICATIONS FOR FASTENER MATERIALS ARE AVAILABLE VERIFY FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-2 AISC 360: TABLE N5.4-2 AISC 360: TABLE N5.4-2 AISC 360: TABLE N5.4-2 AISC 360: TABLE N5.4-3 AISC 360: TABLE N5.4-3 AISC 360: TABLE N5.4-3 AISC 360: TABLE N5.4-3 AISC 360: N5.5b AISC 360: TABLE N5.6-1 AISC 360: TABLE N5.6-1 AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-1 AISC 360: TABLE N5.4-1 METAL DECK VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL, PROPERTIES, AND BASE METAL THICKNESS DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTS VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILLS CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIES OBSERVE WELDING PROCEDURE SPECIFICATIONS (WPS), MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES, MATERIAL IDENTIFICATION (TYPE/GRADE), AND WELDING EQUIPMENT TO BE USED. OBSERVE USE OF QUALIFIED WELDERS, CONTROL AND HANDLING OF WELDING CONSUMABLES, ENVIRONMENTS CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE), AND WPS FOLLOWED VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS VERIFY WELDS MEET VISUAL INSPECTION CRITERIA VERIFY REPAIR ACTIVITIES AS APPLICABLE DOCUMENT ACCEPTANCE OR REJECTION OF WELDS OBSERVE MANUFACTURER INSTALLATION INSTRUCTIONS, PROPER TOOLS, AND PROPER STORAGE FOR MECHANICAL FASTENERS VERIFY FASTENERS POSITIONED AS REQUIRED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS VERIFY SPACING, TYPE, AND INSTALLATION OF SUPPORT, SIDELAP, AND PERIMETER FASTENERS VERIFY REPAIR ACTIVITIES AS APPLICABLE DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS SDI MOC3: TABLE 1.1 SDI MOC3: TABLE 1.1 SDI MOC3: TABLE 1.2 SDI MOC3: TABLE 1.2 SDI MOC3: TABLE 1.2 SDI MOC3: TABLE 1.3 SDI MOC3: TABLE 1.4 SDI MOC3: TABLE 1.5 SDI MOC3: TABLE 1.5 SDI MOC3: TABLE 1.5 SDI MOC3: TABLE 1.5 SDI MOC3: TABLE 1.6 SDI MOC3: TABLE 1.7 SDI MOC3: TABLE 1.8 SDI MOC3: TABLE 1.8 SDI MOC3: TABLE 1.8 INSPECTION ITEM REQUIRED FREQUENCY CONTINUOUS PERIODIC REMARKSCODE REFERENCE IBC SCHEDULE OF SPECIAL INSPECTION SERVICES INSPECTION ITEM REQUIRED FREQUENCY CONTINUOUS PERIODIC REMARKSCODE REFERENCE IBC SCHEDULE OF SPECIAL INSPECTION SERVICES INSPECTION ITEM REQUIRED FREQUENCY CONTINUOUS PERIODIC REMARKSCODE REFERENCE IBC SCHEDULE OF SPECIAL INSPECTION SERVICES INSPECTION ITEM REQUIRED FREQUENCY CONTINUOUS PERIODIC REMARKSCODE REFERENCE IBC SCHEDULE OF SPECIAL INSPECTION SERVICES STRUCTURAL STEEL (CONT'D) OBSERVE AND TEST ALL FIELD APPLIED HEADED STUDS VERIFY CORRECT NUMBER, LOCATION, AND WELDING CONFIRM PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED VERIFY PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS VERIFY FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED VERIFY JOINT BROUGHT TO SNUG- TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION VERIFY FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING VERIFY FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS AISC 360: TABLE N5.6-1 AISC 360: TABLE N5.6-1 AISC 360: TABLE N5.6-2 AISC 360: TABLE N5.6-2 AISC 360: TABLE N5.6-2 AISC 360: TABLE N5.6-2 AISC 360: TABLE N5.6-3 VERIFY PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE) VERIFY PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL VERIFY CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS AISC 360: TABLE N5.6-1 AISC 360: TABLE N5.6-1 AISC 360: TABLE N5.6-1 1/15/2026 drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 3 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y SP E C I A L I N S P E C T I O N S 2 S0.3 ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 TESTING AND INSPECTIONS 1. THE TESTING AGENCY SHALL BE RETAINED BY THE OWNER. 2. THE TESTING AGENCY SHALL BE THE "SPECIAL INSPECTOR". 3. THE TESTING AGENCY SHALL SUBMIT TO THE ARCHITECT THREE COPIES OF WEEKLY REPORTS OF THE TESTS AND INSPECTIONS CONDUCTED DURING THE WEEK. THE REPORTS SHALL STATE IF THE TESTS AND INSPECTIONS MET THE PROJECT REQUIREMENTS AND, IF NOT, WHAT FOLLOW-UP TESTS OR INSPECTIONS WILL BE MADE. 4. AT THE END OF THE PROJECT, THE TESTING AGENCY SHALL SUBMIT THREE COPIES OF A SUMMARY REPORT OF ALL TESTS AND INSPECTIONS MADE TO THE ARCHITECT AND ONE COPY OF ALL TESTS AND INSPECTIONS MADE TO THE LOCAL BUILDING OFFICIAL. THE SUMMARY REPORT SHALL STATE THAT THE TESTS AND INSPECTIONS MET THE PROJECT REQUIREMENTS. ANY TEST OR INSPECTION THAT FAILED TO MEET PROJECT REQUIREMENTS SHALL BE NOTED. SUBMIT COPIES OF CORRESPONDENCE SHOWING ACCEPTANCE OR REJECTION OF THE MATERIAL OR WORKMANSHIP THAT FAILED TESTS OR INSPECTIONS. FOUNDATION INSPECTION 1. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND TESTED BY A REPRESENTATIVE OF A QUALIFIED GEOTECHNICAL ENGINEERING FIRM. DAILY REPORTS OF OBSERVATIONS SHALL BE PREPARED. ALL REPORTS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE REQUIRED TEST TYPE AND FREQUENCY SHALL BE AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 2. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS. REINFORCED CONCRETE INSPECTION 1. PROVIDE CONTINUOUS INSPECTION OF THE FOLLOWING: A. ANCHOR RODS OR OTHER BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. B. SAMPLING OF FRESH CONCRETE FOR SLUMP, AIR CONTENT AND TEMPERATURE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TESTS. C. CONCRETE PLACEMENT. 2. PROVIDE PERIODIC INSPECTION AND VERIFICATION OF THE FOLLOWING: A. REINFORCING STEEL PLACEMENT INCLUDING REINFORCING SIZE, LENGTHS, POSITION, SHAPES, SPACING, NUMBER OF BARS, REINFORCING TYPE, GRADE, FINISH, CLEANNESS, AND CONCRETE COVER TO FORMWORK AND TO TOP OF SLABS. B. BAR SUPPORT TYPE, FINISH, AND LOCATION AND HEIGHT OF BAR SUPPORT. C. CONDITION OF REINFORCING AND SUPPORTS, CHECKING FOR DAMAGE INCLUDING BENDS NOT DETAILED, EXCESSIVE RUST, AND REPAIR OF COATINGS. D. PLACEMENT OF ADDITIONAL STEEL AS REQUIRED BY DETAILS AT OPENINGS, SLEEVES, EDGE OF SLABS, AND OTHER TYPICAL DETAILS. E. USE OF REQUIRED CONCRETE MIX. F. MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 3. TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH 100 CUBIC YARDS OR FRACTION THEREOF OF EACH CONCRETE MIX PLACED EACH DAY. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE COMPRESSIVE STRENGTH TESTS FOR EACH CONCRETE MIX, TESTING SHALL BE CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED. 4. PERFORM THE FOLLOWING TESTS: A. SLUMP: ASTM C 143; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. B. AIR CONTENT: ASTM C 231, PRESSURE METHOD, FOR NORMAL WEIGHT CONCRETE; ASTM C 173, VOLUMETRIC METHOD, FOR LIGHTWEIGHT CONCRETE; ONE TEST FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. C. CONCRETE TEMPERATURE: ASTM C 1064; ONE TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEG F AND BELOW AND WHEN 80 DEG F AND ABOVE, AND ONE TEST FOR EACH COMPOSITE SAMPLE. D. UNIT WEIGHT: ASTM C 567; FRESH UNIT WEIGHT OF LIGHTWEIGHT CONCRETE; ONE TEST FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. E. COMPRESSIVE TEST SPECIMENS: ASTM C 31; CAST AND LABORATORY CURE ONE SET OF FIVE STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE. CAST AND FIELD CURE ONE SET OF THREE STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE. F. COMPRESSIVE-STRENGTH TESTS: ASTM C39; TEST TWO LABORATORY CURED SPECIMENS AT 7 DAYS AND TWO AT 28 DAYS. RESERVE ONE CYLINDER FOR FURTHER TESTING IF NECESSARY. TEST ONE FIELD CURED SPECIMEN AT 7 DAYS AND TWO AT 28 DAYS. WHEN STRENGTH OF FIELD CURED CYLINDERS IS LESS THAN 85% OF COMPANION LABORATORY CURED CYLINDERS, CONTRACTOR SHALL EVALUATE OPERATIONS AND METHODS. 5. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS STRUCTURAL STEEL INSPECTION 1. SHOP INSPECTIONS A. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a. IDENTIFICATION OF MARKINGS TO CONFORM TO STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. b. SUBMIT COPIES OF MANUFACTURER'S CERTIFIED MILL TEST REPORTS. B. WELDING: a. REVIEW WELDING PROCEDURES. b. VERIFY WELD FILLER MATERIALS. c. PROVIDE CONTINUOUS INSPECTIONS AND TESTS OF THE FOLLOWING: • COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. • MULTI-PASS FILLET WELDS. • SINGLE-PASS FILLET WELDS GREATER THAN 5/16". d. PROVIDE PERIODIC INSPECTIONS FOR SINGLE-PASS FILLET WELDS LESS THAN 5/16". e. TESTS: • PROVIDE VISUAL INSPECTION OF ALL WELDS. • CHECK 15% OF ALL FILLET WELDS AND PARTIAL PENETRATION WELDS WITH MAGNETIC PARTICLE OR DYE PENETRATION TESTS. • PROVIDE ULTRASONIC TESTING ON 100% OF ALL FULL PENETRATION WELDS. C. BOLTING: a. VERIFY HIGH-STRENGTH BOLT, NUT AND WASHER MATERIALS. • IDENTIFY MARKINGS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. • SUBMIT COPIES OF MANUFACTURER'S CERTIFICATES OF COMPLIANCE. b. PROVIDE CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTIONS. SLIP-CRITICAL BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE NUT" METHOD. c. PROVIDE PERIODIC INSPECTION OF BEARING TYPE CONNECTIONS. d. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS. 2. FIELD INSPECTION A. INSPECTION OF STEEL FRAME FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS. a. MEMBER LOCATIONS. b. DETAILS, INCLUDING BRACING AND STIFFENING ELEMENTS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. B. WELDING: a. REVIEW WELDING PROCEDURES. b. VERIFY WELD FILLER MATERIALS. c. PROVIDE CONTINUOUS INSPECTIONS AND TESTS OF THE FOLLOWING: • COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. • MULTI-PASS FILLET WELDS. • SINGLE-PASS FILLET WELDS GREATER THAN 5/16". d. PROVIDE PERIODIC INSPECTIONS FOR SINGLE-PASS FILLET WELDS LESS THAN 5/16". e. TESTS: • PROVIDE VISUAL INSPECTION OF ALL WELDS. • CHECK 15% OF ALL FILLET WELDS AND PARTIAL PENETRATION WELDS WITH MAGNETIC PARTICLE OR DYE PENETRATION TESTS. • PROVIDE ULTRASONIC TESTING ON 100% OF ALL FULL PENETRATION WELDS. C. BOLTING: a. VERIFY HIGH-STRENGTH BOLT, NUT, AND WASHER MATERIALS. • IDENTIFY MARKINGS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. • SUBMIT COPIES OF MANUFACTURER'S CERTIFICATES OF COMPLIANCE. b. PROVIDE CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTIONS. SLIP-CRITICAL BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE NUT" METHOD. c. PROVIDE PERIODIC INSPECTION OF BEARING TYPE CONNECTIONS. D. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL TESTING AND INSPECTION REQUIREMENTS. 1/15/2026 1 2 A 15 ' - 0 " 2 S5.1 _______________ 1 S3.1 _______________ 2 S3.1 _______________ CONCRETE CURB, RE: CIVIL DRAWINGSHSS10X10X1/2BP1F5.0 F5.0HSS10X10X1/2BP1N 645679.80 E 665096.99 N 645694.80 E 665096.99 SLAB-ON-GRADE RE: CIVIL DRAWINGS FOUNDATION NOTES: 1. TOP OF FOOTING ELEVATION = 1266.50' 2. SEE S0.1-S0.3 FOR GENERAL NOTES AND SPECIAL INSPECTIONS 3. SEE S5.1 FOR STRUCTURAL DETAILS. 4. COORDINATE SIZE AND LOCATION OF CONCRETE CURB WITH CIVIL DRAWINGS. drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 3 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y FO U N D A T I O N P L A N S1.1 ISOLATED FOOTING SCHEDULE TYPE LENGTH WIDTH THICKNESS REINFORCING F5.0 5'-0"5'-0"36"(6) #5 BARS EW T&B ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 SCALE: 1/2" = 1'-0"1 FOUNDATION PLAN NORTH 24" DIAMETER PEDESTAL 1/15/2026 1 2 A 15 ' - 0 " 4 S5.1 _______________ 1 S3.1 _______________ 2 S3.1 _______________ 4'-0"2'-0"2'-0"4'-0" W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W14X43 W14X43HSS10X10X1/2BP1HSS10X10X1/2BP14'-0"4'-0" 3 S5.1 _______________ 5 S5.1 _______________ LED CANOPY LIGHT, TYP 8' - 8 " 12'-0" W1 0 X 1 2 W1 0 X 1 2 SCUPPER T/ S T L = 12 8 2 ' - 8 " T/ S T L = 12 8 2 ' - 1 1 " 1/8":12" 20 GA PERIMETER GUTTER 24'-0" 24 ' - 0 " 6'-0"6'-0" 4' - 6 " 4' - 6 " 8' - 0 " 7' - 4 " FRAMING NOTES & SPECIFICATIONS 1. TOP OF COLUMN ELEVATION = 1281.50' 2. CANOPY TO BE DELEGATED DESIGN BY OTHERS 3. FASCIA PANELS TO BE 36" TALL R-PANELS (24 GAUGE). ALL MATERIAL INCLUDING FASTENERS TO BE KYNAR STONE GRAY. LIGHTING NOTES: 1. LIGHTS ARE TO BE DOWN ALLUMINARES 2. LIGHTING CONDUIT IS TO GO DOWN CANOPY COLUMN AND BACK TO THE BUILDING. 3. WIRING, CONDUITS, CIRCUITS AND BREAKERS FOR LIGHTING TO BE INCLUDED AS PART OF CANOPY SUBMITTAL PACKAGE. drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 3 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y RO O F F R A M I N G P L A N S1.2 ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 SCALE: 1/2" = 1'-0"1 FRAMING PLAN NORTH 1/15/2026 T/FOOTING EL = 1266'-0" A 1' - 6 " FINISHED GRADE S5.1 3 CL E A R A N C E 15 ' - 0 " 3' - 0 " 1/8" 12" W14X43 W10X12 TYP. S5.1 4 DECK PAN P-16 20 GA T/COLUMN EL = 1283'-8" T/PEDESTAL EL = 1268'-0" 1 T/FOOTING EL = 1266'-0" 2 S5.1 2 17 ' - 8 " CONCRETE SLAB-ON-GRADE RE: CIVIL DRAWINGS 1' - 6 " T/COLUMN EL = 1283'-8" T/PEDESTAL EL = 1268'-0" drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 3 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y ST R U C T U R A L S E C T I O N S S3.1 ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 SCALE: 1/4" = 1'-0"1 SECTION SCALE: 1/4" = 1'-0"2 SECTION CONCRETE CURB, RE: CIVIL DRAWINGS 1/15/2026 - 1 T/FOOTING EL = 1266'-0"HSS10X10X1/2BP15'-0" FOR BASE PLATE DETAILS, REFER TO 1 / S5.1 CONCRETE SLAB ON GRADE RE: CIVIL DRAWINGS CONCRETE PEDESTAL A A #6 VERT REINFORCEMENT W/ STANDARD HOOK T/PEDESTAL EL = 1268'-0" 3' - 0 " 2" C L R 2" C L R PROVIDE CHAMFER AROUND PERIMETER OF PEDESTAL OVERSIZED HOLES IN BASE PL 1 1/4"⌀ANCHOR RODS -TYPE 'AB-1' W/ STD PL WASHERS TYP 1" BASE PLATE HSS10X10 COLUMN SE E S C H E D U L E EM B E D M E N T DOUBLE HEAVY HEX NUT OR HEADED ANCHOR A MIN OF 1/2" ABOVE END OF ROD. JAMB THREADS TO PREVENT LOOSENING BASE PL LEVELING NUT AND WASHER 'T ' 5/16 2" 7" 7" 2" 9"9" TYPE BP1 HSS8X8 ASTM F1554 THREADED ANCHOR ROD -SEE SCHEDULE WASHER PL - SEE SCHEDULE [DIAM. OF ROD + 1/16"] NOTE:DETAIL IS REPRESENTATIVE ONLY TYPICAL CAST-IN-PLACE ANCHOR ROD DETAIL ANCHOR ROD SCHEDULE TYPE AB-1 ROD ⌀ROD GRADE 55 EMBED WASHER PL 1 1/4"⌀2'-0"3"X3"X3/8" NOTES: 1. SEE PLAN OR SCHEDULE FOR COLUMN SIZES AND BASE PLATE TYPES. 2. IF NO WELD IS SHOWN ON WASHER PLATES, THE PLATE WASHERS MAY BE CIRCULAR AT FABRICATOR'S OPTION. PLATE THICKNESS TO REMAIN AS SCHEDULED. THE MINIMUM OVERALL DIAMETER SHALL BE THE SAME AS THE SQUARE EDGE DIMENSION SHOWN. 3. GRADE 55 ANCHOR ROD MATERIAL SHALL INCLUDE SUPPLEMENT S1 FOR WELDABILITY. 4. ANCHOR EMBEDMENT NOTED IS DEPTH INTO FOOTING BELOW PEDESTAL. MAX BP HOLE ⌀ 1 7/8" 6" NON-SHRINK GROUT SC H E D SE E GROUT THICKNESS 2" 1/4 3/8"X8"X6" PLATE, TYP 3/8" STIFFENER PLATE, TYP 3/4"X10 1/2"X2'-0" CAP PL (4)-3/4"ØA325 BOLTS, ON 3 1/2" GA HSS 10X10X1/2 3/8" STIFF PL'S EACH SIDE OF BEAM WEB, ON EACH SIDE OF COL. PL'S TO EXTEND TO BM FLANGE EDGE (MIN) W14X43 1/4 1/4 WEB & FLANGE TYP 1/4 T/ STEEL SLOPE 2 1/2"3" 1" G A P FRONT VIEW SIDE VIEW 18"X10 1/2"X3/4" CAP PL 1/4 3/8" STIFF PL'S EACH SIDE OF BEAM WEB, ON EACH SIDE OF COL. PL'S TO EXTEND TO BM FLANGE EDGE (MIN) 1/4 1/4 WEB & FLANGE TYP 1" W14X43 HSS 10X10X1/2 12" 1/8" 1 1/2" 3/8" STIFFENER PLATE 3/8"X8"X8" PLATE 1" 1 1 1/43 SIDES W14X43 DECK CLIPS FASCIA W10X12 L1 1/2X1 1/2X3/16 TYP. BRIDGING L1 1/2X1 1/2X3/16 PROVIDE PERIMETER GUTTER SYSTEM WITH SCUPPERS AT LOW SIDE OF ROOF L1 1/2X1 1/2X3/16 BRIDGING TYP. @ 6'-0" OC MAX 5 1/2" W10X12 L1 1/2X1 1/2X3/16 3/4"⌀A325 BOLTS GALVANIZED PL 3X3X3/16 12 #6 VERT. EQ. SPACED W/ STANDARD HOOKS #4 STRUCTURAL HOOPS @ 6" OC 2'-6" SECTION A-A 3" CLR drawn by: checked by: project no.: date 20 2 6 RE V I S I O N S RE V . NO . DA T E RE V I S I O N D E S C R I P T I O N SHEET 1/ 1 5 / 2 0 2 6 9 : 0 4 : 4 4 A M C: \ R e v i t L o c a l F i l e s \ S _ F a y e t t e v i l l e P D F u e l C a n o p y _ C e n t r a l _ 0 2 5 - 0 6 9 3 7 _ R 2 4 _ m f a l q u e z L X H G E . r v t MSF WOB 025-06937 01/15/2026 FA Y E T T E V I L L E , A R K A N S A S CI T Y O F F A Y E T T E V I L L E P D F U E L C A N O P Y ST R U C T U R A L D E T A I L S 1 S5.1 ® Olsson - Engineering Arkansas COA #1010 3537 North Steele Boulevard Suite 310 Fayetteville, AR 72703 olsson.com TEL 479.443.3404 FAX 479.443.4340 SCALE: 1" = 1'-0"1 COLUMN BASE PLATE SCALE: 1 1/2" = 1'-0"3 TYPICAL BEAM BEARING ON HSS COLUMN SCALE: 1" = 1'-0"2 FOUNDATION DETAIL SCALE: 1" = 1'-0"4 FASCIA BRACE SCALE: 1" = 1'-0"5 BEAM BRACE 1/15/2026 Bid 26-25 Addendum 1 Southern Brothers Construction Supplier Response Event Information Number:Bid 26-25 Addendum 1 Title:Construction - FPD Fueling Station Type:Invitation to Bid Issue Date:2/8/2026 Deadline:3/5/2026 02:00 PM (CT) Notes:The City of Fayetteville is accepting sealed bids from properly licensed contractors to construct a fueling station located at the Fayetteville Police Department. 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: Southern Brothers Construction Bid 26-25 Addendum 1Page 1 of 3 pages Southern Brothers Construction Information Contact:Crystal Eubanks Address:2156 E Emma Springdale, AR 72764 Phone:(479) 313-7120 x1 Email:crystal.eubanks@sobroco.com Web Address:southernbrothersconstruction.com By submitting your response, you certify that you are authorized to represent and bind your company. Benton Henry Warren ben.warren@sobroco.com Signature Email Submitted at 3/5/2026 01:28:50 PM (CT) Requested Attachments Signature Forms for Bid 26-25 FPD Fuel Station Signature Pages.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 26-25 FPD Fuel Station 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: 811143594 2 Arkansas Contractor License Number: Contractor's License must have a classification relating to the scope prior to the award of this project. 3069280327 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: Southern Brothers Construction Bid 26-25 Addendum 1Page 2 of 3 pages 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 the base bid price, excluding Bonds and Insurance and Trench and Excavation Safety) Quantity:1 UOM:LS Price:$5,429.31 Total:$5,429.31 2 Bonds and Insurance Quantity:1 UOM:LS Price:$9,048.85 Total:$9,048.85 3 Trench and Excavation Safety Quantity:1 UOM:LS Price:$5,000.00 Total:$5,000.00 4 Construction of FPD Fueling Station Quantity:1 UOM:LS Price:$161,498.84 Total:$161,498.84 Response Total: $180,977.00 Vendor: Southern Brothers Construction Bid 26-25 Addendum 1Page 3 of 3 pages CITY OF FAYETTEVILLE r ARKANSAS 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. F�' �®r`marking addenda shall be signed, acknowledged, and submitted on the appropriate forms (submitting the actual addendums acknowledgement on other bid pages). F—,---t,.A pages provided with signature lines shall be appropriately signed, dated accordingly, and included with submitted bid j/( documents 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: �J • AR Secretary of State Filing #: Ok nss q ` -1 OR submit electronically. • Arkansas Contractor License #: Uj��32T OR submit electronically. • SAM Unique Entity Identifier #: SGV'L M V LIL11 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 Ti,k�r-smrntxicat-t?n,,Devdrc- for thaM-st TDRi179)i ?I-1316 113 Weit hi untain - Fayettpvi'le, AR 7?701 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-2S, CONSTRUCTION — FPD FUELING STATION SECTION 02 BID FORM Bid Number: 26-25, Construction — FPD Fueling Station BID TO: Owner: The City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 BID FROM: �, s �,`�(,�� Bidder: -MAAA44 � "' "V "L", lS Le 67 awwy, �e S wtcJ�►��, A- 'L 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 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 of Award. SECTION 02 — BID FORM 1 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION ARTICLE 3 - BIDDER'S REPRESENTATIONS 3.01 In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: Number +�AAiI -*v l Date Z, Z'(' A. Bidder has examined and carefully studied the Bid Documents, and the following Addenda, receipt of all which is hereby acknowledged: Bidder has visited the Site 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 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. E. 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. Bidder has given 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 Purchasing Division is acceptable to Bidder. G. 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. H. 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 SECTION 02 — BID FORM 2 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION 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. Upon receipt of written notice of acceptance of this bid, bidder will execute the formal contract attached within 10 days and deliver a Surety Bond or Bonds as required by the General Conditions. The bid security attached in the sum of $ is to become the property of the Owner in the event the contract and bond are not executed within the time set forth above, as liquidated damages for the delay and additional expense to the Owner caused thereby. ARTICLE 4 — CONTRACT TIMES 4.01 Bidder accepts the provisions as to liquidated damages in the event of failure to complete the Work within the total completion time. Liquidated damages in the sum of $ 500.00 for each consecutive calendar day thereafter will be assessed. 4.02 Determination of Contract Time A. General The time allowed for the completion of the Work included in the Contract will be stated in the Proposal and Contract and will be known as the "Contract Time". The contract time will be specified as calendar days. The Contractor shall take into consideration all normal conditions considered unfavorable to the normal progress of the Work and place a sufficient work force and equipment on the project to ensure completion of the Work within the contract time. The Park Planning Superintendent will determine the date upon which the Contract is substantially complete and time assessment will cease. In the event cleanup is necessary or items found at the final inspection are to be corrected, the Contractor shall complete this work in a timely manner or the Park Planning will resume time charges. B. Calendar Day Calendar day contract time includes delays for normal weather -related events, such as rain, snow, and freezing temperatures that may affect the progress of the construction in the following amounts on a per -month basis as hereinafter set out. Only weather - related delays in excess of these amounts will be considered for time extensions, if requested by the Contractor. Days Included in Contract Times for Normal Weather - Related Events, on a monthly basis, are: SECTION 02 — BID FORM CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION Month Days January 11 February 9 March 8 April 8 May 8 June 8 July 7 August 7 September 7 October 7 November 7 December 8 4.03 No changes in contract times will be allowed for any reason without a request in writing from the contractor. This request shall include reasons for the request with supporting documentation as proof of extraordinary delays beyond the contractor's control. Normal rainfall amounts and soil conditions will not be considered as reasons for extensions of time, nor will workload of the Contractor. The request must be submitted to the hark Planning Superintendent every week on Friday to be considered. No compensation will be made for monetary damages due to weather delay(s). ARTICLE 5 — TERMINOLOGY 5.01 The terms used in this Bid which are defined in the GENERAL CONDITIONS or Instructions to Bidders will have the meanings assigned tQ them. SUBMITTED on ma4)v� � 20��1�. Arkansas State Contractor License No. 506 Iap3�� SECTION 02 — BID FORM 4 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION A CORPORATION Corporation Name: SI15W w'K ?LNtkt4L4 CV.SAWt,� (SEAL) State of Incorporation: A�Vk404 Type (General Business, Professional, Service, Limited Liability): By: (Signature — attach evidence of authority to sign) Name (type or printed): $M v "C►wAA/% Title: (CORPORATE SEAL) Attest: (Signature of Corporate Secretary) Business address: Phone No.: (qtj) 313 d -fl ZD FAX No.: Tax ID No.: l� I `35 ` ` UEI No.: O —`Y'DMIL'SL'1 END OF SECTION 02 — BID FORM SECTION 02 — BID FORM 6 CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION SECTION 03 LIST OF SUBCONTRACTORS 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: BID 26-25, CONSTRUCTION — FPD FUELING STATION Bidder certifies that all Subcontractors listed are eligible to perform the Work. Subcontractor's Work Subcontractor's Name Expected Percentage ,sa-nd Address or Value Clearing/Demolition A,-Aks (��"Ck*kt lJW*KOJJ� as 10 Mechanical Plumbing Electrical �l �C" Isla Roofing/Sheet Metal !y`C6444 Corwr -M o Other (designate) !V �� � I �.. 231Or ( )JJGv kt- Zvi C fin�.vh�,�n 3n tit U&v��k- (At, °t NOTE: This form must be submitted in accordance with the Instructions to Bidders. Bidder's Signature SECTION 03 — LIST OF SUBCONTRACTORS CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION SECTION 04 CONTRACTOR REFERENCES The following information iis�required rfrom all Bidders so all bids may be reviewed and properly evaluated: COMPANY NAME: `O0''"' � �ySkVKt`U' I (,L,` NUMBER OF YEARS IN BUSINESS: % HOW LONG IN PRESENT LOCATION: u TOTAL NUMBER OF CURRENT EMPLOYEES: 1,3 FULL TIME t PARTTIME NUMBER OF EMPLOYEES PLANNED FOR THIS CONTRACT: 3 FULL TIME J PARTTIME PLEASE LIST FOUR (4) REFERENCES THAT YOU HAVE PREVIOUSLY PERFORMED SIMILAR CONTRACT SERVICES FOR WITHIN THE PAST FIVE (5) YEARS (All fields must be completed): 1. Dm-- e skoe� COMPANY NAME Cage. '1n 18 CITY, STATE, Z lz)ar% dnrtSt e t%%e n CONTACT PERSON TELEPHONE DATE COMPLETED dan 0, defATNA KS . C,oyy, E-MAIL ADDRESS 3. %T S x\\JeS'kT� COMPANY NAME smto*1 to V(msGr-\T Gifame- Wd CITY, STATE, ZIP Le�nrP��e���e,L CONTACT PERSON W70' 959- Vzt4 TELEPHONE 10-t�3-24 DATE COMPLETED �at'e�►.GeIC��M�t�.. Cs�1 E-MAIL ADDRES 2. !,pctn*kAQ ke. dX-%Q0\ COMPANY NAME raaga ACC CITY, S ATE, ZOJ Dv. Tam 8 vem-nd CONTACT PERSON TELEPHONE DATE COMPLETED E-MAIL ADDRESS 4. COMPANY NA E CITY, STATE, ZIP CONTACT PERSON Yn - 5ri5 • 18ag2. TELEPHONE DATE COMPLETED E-MAIL ADDRESS SECTION 04 - CONTRACTOR REFERENCES CITY OF FAYETTEVILLE ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION SECTION 05 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we Southern Brothers Construction, LLC 2156 E Emma Avenue Springdale, AR 72764 as Principal, hereinafter called the Principal, and Swiss Re Corporate Solutions America Insurance Corporation 1200 Main St., Suite 800 Kansas City, MO 64105 a corporation duly organized under the laws of the State of Missouri as Surety, hereinafter called Surety, are held and firmly bound unto City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 as Oblige ;�einaftter cglied Owner, in the sum of Five Percent of the Total Amount Bid 11 11�0I l�t Dollars ($ 5% ), 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: BID 26-25, CONSTRUCTION — FPD FUELING STATION 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. SECTION 05 - BID BOND CITY OF FAYETTEVILLE, ARKANSAS: BID 26-25, CONSTRUCTION — FPD FUELING STATION Signed and sealed this 5th day of PRINCIPAL Southern Brothers Construction LLC SURETY March 20 26 Swiss Re Corporate Solutions America Insurance Corporation Suzanne Elizabeth Niedzwiedz ATTORNEY -IN -FACT (This Bond shall be accompanied with Attorney-in-Fact's authority from Surety) END OF SECTION 05 SECTION 05 - BID BOND 2 (CORPORATE SEAL) (CORPORATE SEAQ/ SWISS RE CORPORATE SOLUTIONS SWiSS RE CORPORATE SOLUTIONS AMERICA INSURANCE CORPORATION VSRCSAIC"') SWiSS RE CORPORATI. SOLUTIONS PREMIER INSURANCE CORPORATION ("SRCSPIC") WESTPORT iNSURANC'E CORPORATION ("WiCC") GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE. PRESENTS. THAT SRCSAIC, a corporation duly organized and existing under laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri. and SRCSPIC, a corporation organized and existing under the laws of the State of Missouri and having its.principal office in the City of Kansas City. Missouri, and WiC, organized under the laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, each does hereby make, constitute and appoint: LISA A. McCLURE, MARTY C. CLARK, MARY ANN JUSTICE, SC'OTT R. CLARK, SUZANNE ELiZ.ABETH NIEDZWIEDZ, S[ IANNON G. SCHMIDLY, ELIZ.ABETH A. SOLOMAN. PAXTON C. C'LARK, JOSI [UA D. TRITT, AND SHANNON C. SC14MIDLY JOINTLY OR SEVERALLY Its true and lawful Attorncy(s)-in-Fact, to make. execute. seal and deliver, for and on its behalf and as its act and deed. bonds or other writings obligatory in the nature of a bond on bchalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law. regulation, contract or otherwise, provided that no bond or undertaking or contractor suretyship executed under this authority shall exceed the amount or.. TWO HUNDRED MILLION ($200,000.000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the I lath of November 2021 and WIC by written conscrit of its Executive Committee dated July 18, 2011. "RESOLVED, that any two of the President, any Managing Director, any Senior Vice President, any Vice President, the Secretary or any Assistant Secretary be, and each or any of than hereby is, authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf or tile Corporation bonds, undertakings and all contracts of surely, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Corporation: and it is FURTI IER RESOLVED, that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate . INWITNESS WHEREOF. SRCSAIC. SRCSPIC, and WIC have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 1i1 day of NOVEMBER • 2() 22 Swiss Re Corporate Solutions America Insurance Corporation State of Illinois Swiss Re Corporate Solutions Premier Insurance Corporation ss Courtly of Cook � Westport Insurance Corporation On this 10 day of NOVEMBER 20 22 , before me., a Notary Public personally appeared Erik Janssens ,Senior Vice. President of SRCSAICand Senior Vice President of SRCSPIC and Senior Vice President of WiC and Gerald Jagrowski . Vice. President of SRCSAIC and Vicc President of SPC'SPIC and Vice President of WIC, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Auorncy as officers of and acknowledged said instrument to be tine voluntary act and deed of their respective companies. OFFICIAL SEAL GNRISTINA M %NISCI? NOTAW PUBLIC, 9 AtE oFl1dOR C"gim+t. En mom » 1, Jeffrey Goldberg, the duty elected Senior Vice President and Assistant Secretaryy of SRCSAIC and SRCSPIC and WiC, do hereby cWify that the nbove and foregoing is a true attd correct copy of n Power of Attorney given by said SRCSAIC and SRCSPIC and WIC, which is .till in iltll force and Afect. iN WITNESS WHEREOF• I have set my hand and affixed the seals of the Companies this 5th day of March _, 20 L6 Jeffrey Goldberg. Senior Vice Presidcnt & Assistant Secretary of SRCSAIC and SRCSPIC and WIC