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HomeMy WebLinkAbout26 - Notice of Awards - Oak & Ferguson Intersection Renovation Project CITY OF BOZEMAN OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) PROJECT CONTRACT DOCUMENTS PREPARED BY SANBELL JUNE 2026 EXECUTED CONTRACT DOCUMENTS Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 CITY OF BOZEMAN, MONTANA OAK & FERGUSON INTERSECTION RENOVATIONS PROJECT MARCH 2026 TABLE OF CONTENTS CONTRACT DOCUMENTS Invitation to Bid Instructions to Bidders Bid Form Bid Bond Non-Discrimination Affirmation Form Agreement Form Payment and Performance Bonds Standard General Conditions of the Construction Contact Supplementary Conditions Montana Prevailing Wage Rates Standard Forms CONSTRUCTION SPECIFICATIONS Special Provisions Electrical Special Provisions Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INVITATION TO BID Page 1 of 2 CITY OF BOZEMAN, MONTANA C A L L F O R B I D S NOTICE IS HEREBY GIVEN that the City of Bozeman, Montana, is accepting sealed bids for: Oak & Ferguson Intersection Renovation Project The City of Bozeman will receive online electronic sealed Bids for Construction of the Oak and Ferguson Intersection Renovations Project until 3:00 p.m. (local time) on April 3rd, 2026 and then publicly opened and read aloud. Project Description: The project work is generally described as follows: construction of accessibility, signal, and surface improvements at the West Oak Street & Ferguson Avenue intersection. For this project, bids will only be received and accepted via the online electronic bid service through QuestCDN. A contractor may view the contract documents at no cost prior to becoming a Planholder. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. QuestCDN may be located using the link in the left-hand navigation menu on the City of Bozeman’s Bids\RFPs\RFQs page or at www.bozeman.net/QuestCDN. The specific project can be found by referencing the eBidDoc number (eBidDoc #10108743). Complete digital project bidding documents are available to download at www.questcdn.com, for a non-refundable charge of $22.00. Bidders will be charged an additional fee of $42.00 to submit a bid electronically. Contact QuestCDN Customer Support at 952-233-1632 or info@questcdn.com for assistance in membership registration, downloading digital project information and vBid online bid submittal. CONTRACTOR and any of the CONTRACTOR’S subcontractors bidding or doing work on this project will be required to be registered with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the DLI, PO Box 8011, 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be obtained by calling (406) 444-7734. CONTRACTOR is not required to have registered with the DLI prior to bidding on this project, but must have registered prior to execution of the Construction Agreement. All laborers and mechanics employed by CONTRACTOR or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of Gallatin County and the state of Montana. The City of Bozeman is an Equal Opportunity Employer. Discrimination in the performance of any agreement awarded under this project on the basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the awarded entity’s employees and to all subcontracts. As such, each entity submitting under this notice shall include a provision wherein the submitting entity, or entities, affirms in writing it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability and which also recognizes the eventual contract will contain a provision prohibiting discrimination as described above and that this prohibition on discrimination shall apply to the hiring and treatment of the submitting entity’s employees and to all subcontracts. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INVITATION TO BID Page 2 of 2 In addition, pursuant to City Commission Resolution 5169, the entity awarded a contract under this RFP and any subcontractors must abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and affirm it will abide by the above and that it has visited the State of Montana Equal Pay for Equal Work “best practices” website, or equivalent “best practices publication and has read the material. Each Bid or proposal must be accompanied by a Certified Check, Cashier’s Check, or Bid Bond payable to the City of Bozeman, Montana, in an amount not less than ten percent (10%) of the total amount of the Bid. Successful BIDDERS shall furnish an approved Performance Bond and a Labor and Materials Payment Bond, each in the amount of one hundred percent (100%) of the contract amount. Insurance as required shall be provided by the successful BIDDER(s) and a certificate(s) of that insurance shall be provided. No Bid may be withdrawn after the scheduled time for the public opening of bids. To request an invitation to join the bid opening, please email the project manager, Joey Staszcuk at: jstaszcuk@sanbell.com An online pre-bid meeting will be held on March 25th, 2026 at 3:00PM. To request an invitation to join the pre-bid meeting, please email the project manager, Joey Staszcuk at: jstaszcuk@sanbell.com The City of Bozeman reserves the right to reject any or all proposals received, to waive informalities to postpone the award of the contract for a period not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid which is in the best interest of the City of Bozeman. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana, this 11th day of March, 2026. Mike Maas, Bozeman City Clerk Published Legal Ad, Bozeman, Montana Saturday, March 14th, 2026 Saturday, March 21st, 2026 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 1 INSTRUCTIONS TO BIDDERS 1. BIDS a. The Bid Form included within the Bidding Documents is for reference only. The City of Bozeman will only accept online electronic bids through QuestCDN. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. QuestCDN may be located using the link in the left-hand navigation menu on the City of Bozeman’s Bids\RFPs\RFQs page or at www.bozeman.net/QuestCDN. The specific project can be found by referencing the eBidDoc number (eBidDoc #10108743). Complete digital project bidding documents are available to download for a non-refundable charge of ($22). Bidders will be charged an additional fee of ($42) to submit a bid electronically. For electronic bids, scans of required electronic bid documents will be accepted. Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations therefrom may be considered as sufficient cause for rejection. Bids carrying riders or qualifications to the bid being submitted may be rejected as irregular. b. A bid shall be submitted no later than the date and time prescribed and as indicated in the Invitation to Bid and shall be submitted online through QuestCDN. The bid shall include the name and address of the Bidder and shall be accompanied by the Bid Security, Nondiscrimination Affirmation Form, and other required documents. c. Contract Documents may be viewed at the following locations: Sanbell 106 E. Babcock St. Suite L1 Bozeman, MT 59715 Phone: (406) 922-4306 2. BID SECURITY The Bid must be accompanied by a Bid Security which shall not be less than 10 percent of the amount of the bid. At the option of the Bidder, the security may be in the form of a cashier's check, certified check, bank money order, or bank draft drawn and issued by a national banking association located in the State of Montana or by any banking corporation incorporated under the laws of the State of Montana or Bid Bond (EJCDC C-430) executed by a surety corporation authorized to do business in the State of Montana. No bid will be considered unless it is accom- panied by the required guaranty. Cashier's checks, certified checks, bank money orders, or bank drafts must be made payable to the City of Bozeman. The Bid Security shall insure the execution of the Agreement and the furnishing of the surety bond or bonds by the successful Bidder, all as required by the Contract Documents. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 2 Should the Bidder fail to furnish the properly executed Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and signed Agreement within the time specified, he/she shall forfeit this Bid Security to the Owner. The Bid Security (negotiable instruments other than bonds) will be returned to unsuccessful Bidders when the successful Bidder has signed the Agreement and furnished satisfactory Performance and Labor and Material Payment Bonds. At the option of the Owner, bid security with bids that are not competitive may be returned prior to signature of the Agreement. Revised Bids submitted before the opening of bids, if representing an increase in the original bid, must have the Bid Security adjusted accordingly; otherwise, the bid will not be accepted. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form (EJCDC C-430) bound herewith. 3. SUBSTITUTE AND “OR-EQUAL” ITEMS The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or “or-equal” items. Whenever it is indicated in the Bidding Documents that a substitute or “or-equal” item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement. 4. INTERPRETATIONS AND/OR ADDENDA All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda emailed to all parties recorded by QuestCDN as having downloaded the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. It shall be the responsibility of the Bidder to download such Addenda prior to submitting his online bid. 5. EXAMINATION OF CONTRACT DOCUMENTS AND CONDITIONS OF WORK SITE a. It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 1. Each Bidder should visit the site of the proposed work and fully acquaint himself with the existing conditions there relating to construction and labor, and should fully inform himself as to the facilities involved, and the Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 3 difficulties and restrictions attending the performance of the Contract. In submitting a bid for this project, the Bidder is thereby acknowledging that he is capable of performing the specified work on the site. The Bidder should thoroughly examine and familiarize himself with the Drawings, Technical Specifications, and all other Contract Documents, and shall verify the accuracy of the estimated quantities in the Bid Proposal. Failure to do so will not relieve the successful Bidder of his obligations to carry out the provisions of this Contract. 2. The submission of a Bid will constitute a representation of familiarization by the Bidder. There will be no subsequent financial adjustment for lack of such familiarization. b. The Contractor may refer to the following for information regarding site conditions: 1. Those reports, if any, of explorations and tests of subsurface conditions at the site which have been prepared by the Owner and are included as part of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such reports but not upon the completeness thereof for the purposes of bidding or construction. 2. Those drawings of physical conditions in or relating to the existing surface and subsurface conditions which are at or contiguous to the site (except Underground Facilities) which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. c. Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions. d. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 5.03 and 5.04 of the General Conditions. e. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other items and conditions of the Contract Documents. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 4 f. On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. g. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto are designated for use by Contractor in performing the Work. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. h. The submission of a Bid will constitute representation by Bidder that Bidder has complied with every requirement of this Article 5, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6. BID QUANTITIES Bidders must satisfy themselves by personal examination of the locations of the proposed work and by such other means as they may prefer as to the correctness of any quantities. The estimated unit quantities of the various classes of work to be done under this contract are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. The Contractor agrees that, during progress of the work, the Owner may find it advisable to omit portions of the work, to increase or decrease the quantities as may be deemed necessary or desirable, that the actual amount of work to be done and materials to be furnished may differ from the estimated quantities, and that the basis for payment under this contract shall be the actual amount of work done and the materials furnished. The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any difference which may be found between quantities of work actually done and the estimated quantities. 7. TIME FOR RECEIVING BIDS Bids received prior to the advertised time of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered. 8. OPENING OF BIDS At the time for the opening of bids, the Owner will cause to be opened and publicly read aloud every bid received within the time set for receiving Bids, irrespective of any irregularities therein, except bids that do not contain either the bid bond or non-discrimination affirmation, Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 5 which will not be read. Bidders and other persons properly interested may be present, in person or by representative. To request an invitation to join the bid opening, please email the project manager: Joey Staszcuk at: jstaszcuk@sanbell.com 9. MODIFICATIONS AND WITHDRAWAL OF BID A bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids, as called for in the Invitation to Bid. Requests for modification or withdrawal must be written and must be signed in the same manner and by the same person(s) who signed the Bid. If, within twenty-four (24) hours after Bids are opened, any Bidder files a duly signed written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid or negotiated, that Bidder will be disqualified from further bidding on the Work. 10. METHOD OF AWARD OWNER reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsible. OWNER may also reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because bid is not responsive, or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the OWNER. The OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder. In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternatives, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, or other individuals or entities must be submitted as provided in the Supplementary Conditions. OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. If the Contract is to be awarded, OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. Consideration factors will include conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 6 If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within sixty (60) days after the day of the bid opening. The OWNER reserves the right to cancel the award of any contract at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. If, at any time this Contract is to be awarded, the total of the lowest acceptable Bid Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Bid Proposals or take such other action as best serves the Owner’s interests. CANCELLATION OF AWARD The Owner reserves the right to cancel the award of any contract at any time before the complete execution of the Agreement by all parties without any liability against the Owner. 11. CONTRACT DOCUMENTS It is intended that the Montana Public Works Standard Specification, 7th Edition (MPWSS), shall be used to govern the contractual and performance aspects of this project, and is hereby incorporated as part of these CONTRACT DOCUMENTS, as modified by the City of Bozeman Modifications to Montana Public Works Standard Specifications 7th Edition (COB MODS), dated October, 2024, including all addenda which is also hereby incorporated as part of these contract documents, and as further modified herein by the City of Bozeman. All standard forms of MPWSS shall be utilized in executing these CONTRACT DOCUMENTS unless otherwise noted or revised in the bound bid document. Selected sections of the MPWSS have been reprinted in this document to provide a clear definition of the project and detail modifications to the MPWSS made by the City of Bozeman, in order to assist the Contractor in preparation of his Bids. The complete CONTRACT DOCUMENTS which comprise this entire document, and are made a part hereof, consist of the following: Invitation to Bid............................ Bound Herein Instructions to Bidders.................. Bound Herein Bid Form...................................... Bound Herein Bid Bond...................................... Bound Herein Agreement Form...........................Bound Herein Payment Bond..............................MPWSS/Bound Herein Performance Bond........................MPWSS/Bound Herein Standard General Conditions........MPWSS/Bound Herein Supplementary Conditions............MPWSS/Bound Herein Miscellaneous Forms Notice of Award..................Bound Herein Notice To Proceed............. MPWSS/Bound Herein Field Order……………….MPWSS/Bound Herein Change Order.....................MPWSS/Bound Herein Work Directive Change.......MPWSS/Bound Herein Certificate of Substantial Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 7 Completion........................MPWSS Order to Contractor to Suspend Work…………...Bound Herein Order to Contractor to Resume Work……………Bound Herein Contractors Certificate And Release…………...Bound Herein Wage Rates...................................Bound Herein Special Provisions..........................Bound Herein Technical Specification...................MPWSS, COB MODS Plan Set 12. EXECUTION OF AGREEMENT a. Subsequent to the award and within 15 days after the date of the Notice of Award, the successful Bidder shall execute and deliver to the Owner an Agreement, the Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and an Approval of Subcontractors form in such number of copies as the Owner may require. The standard Agreement form as issued by the Owner shall be used as the contracting instrument. b. The Agreement form shall be signed in longhand by the proper representatives of the contracting firm as follows: 1. The principal of the single-owner firm. 2. A principal of the partnership firm. 3. An officer of the incorporated firm, or an agent whose signature is accompanied by a certified copy of the resolution of the Board of Directors authorizing the agent to sign. 4. Other persons signing for a single-owner firm, or a partnership shall attach a Power of Attorney evidencing his authority to sign for that firm. c. The Owner within 30 days of receipt of acceptable Performance Bond, Labor and Material Payment Bond, required Insurance Certificates, and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the Bidder may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner. 13. PERFORMANCE, LABOR AND MATERIAL PAYMENT BONDS AND INSURANCE Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 8 a. The Owner will require the successful Contractor to furnish a Performance Bond (EJCDC C-610) in the amount of 100 percent of the contract price as security for the faithful performance of his Contract. b. The Owner will require the successful Contractor to furnish a Labor and Material Payment Bond (EJCDC C-615) in the amount of 100 percent of the contract price as security for the payment of all persons performing labor and furnishing materials in connection therewith. c. The bonds will be signed by the Attorney-in-fact and countersigned by a Montana Resident Agent. d. Prior to beginning work, Insurance Certificates as proof of insurance coverage shall be filed with the Owner. The specifications for the Workers' Compensation, Commercial General Liability, Separate Owner's and Contractor's Protective Policy, and other related insurance are listed in these Contract Documents. 14. POWER OF ATTORNEY a. Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their Power of Attorney. b. One original shall be furnished with each set of bonds. c. Additional copies furnished with a set of bonds may be copies of that original. 15. LABOR AND WAGES a. For projects in excess of $25,000 let, the Contractor(s) shall pay the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions and travel allowance provisions in effect and applicable in the county or locality in which the work is being performed (18-2-401 and 18-2-403, Montana Code Annotated). b. On any state construction project funded by state or federal funds, except a project partially funded with federal aid money from the United States Department of Transportation or when residency preference laws are specifically prohibited by federal law and to which the state is a signatory to the construction contract, each Contractor shall ensure that at least 50 percent of the Contractor’s workers performing labor on the project are bona fide Montana residents, as defined in 18-2- 401, (18-2-409, MCA). c. Montana Prevailing Wage Rates. The Montana Commissioner of Labor and Industry has established the standard prevailing rate of wages in accordance with 18- 2-401, 18-402, and 18-2-403, Montana Code Annotated. A copy of the wage rates are bound herein. It is the Contractor’s responsibility to classify their workers in accordance with the craft of trade to be performed and pay the appropriate established prevailing wage rate. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 9 d. The Contractor shall classify all workers on the project in accordance with the Department of Labor Wage Rate Determinations. In the event the Contractor is unable to classify a worker in accordance with these rates, the Contractor shall contact the Department of Labor and Industry, Labor Standards Bureau, Wage and Hour Unit, Helena, Montana 59604, for a determination of the prevailing wage rate to be paid that particular worker. e. Should the prevailing rate of wages change during the life of the contract, the wage rates included in the Contract Documents at the time of the bid opening shall be the prevailing wage rate for the life of the contract. f. Section 18-2-406, Montana Code Annotated, provides that Contractors, subcontractors, and employers who are performing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement of all wages and fringe benefits to be paid to employees on such site or work area. g. Travel allowance, if applicable, may or may not be all-inclusive of "travel" and/or subsistence and travel time due employees. It is incumbent on the employer to determine the amounts due for each craft employed according to the method of computation outlined for each craft where applicable. h. Any notice of infraction of the labor laws of the State of Montana received by the Owner or Engineer will be forwarded to the State of Montana, Department of Labor and Industry, Wage and Hour Unit, Helena, Montana. i. Safety Training. Contractor shall comply with the Occupational Safety and Health Act (OSHA). 16. EQUAL EMPLOYMENT OPPORTUNITY By submitting a bid, Contractor affirms it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability and acknowledges and understands the eventual contract will contain a provision prohibiting discrimination as described above and this prohibition on discrimination shall apply to the hiring and treatments or proposer’s employees and to all subcontracts. In addition, Contractor affirms it will abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and has visited the State of Montana Equal Pay for Equal Work “best practices” website, https://equalpay.mt.gov/BestPractices/Employers, or equivalent “best practices publication and has read the material. 17. MONTANA CONTRACTOR'S TAX (GROSS RECEIPTS TAX) Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 10 All Bidders are reminded that a Gross Receipts Tax in the amount of 1 percent of the total bid will be withheld from all payments, for projects over $80,000.00, due to Contractor pursuant to Section 15-50-205, MCA. 18. PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or in the development of the project. Such records will contain the name and address of each employee, his correct classification, rates of pay, daily and weekly number of hours worked, deductions made, and actual wages paid. In addition, the Contractor will submit weekly a copy of all payrolls to the Owner and Engineer. The copy shall be accompanied by a certification signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Montana Department of Labor and Industry, and that the classifications set forth for each laborer or mechanic conform with the work he performed. The prime Contractor will make the record required under the labor standards clause of the Contract available for inspection by authorized representatives of the Owner and the Montana Department of Labor and Industry and will permit such representatives to interview employees during working hours on the job. Payroll reports and certificates of compliance shall be submitted to the Owner and Engineer prior to or with each Payment Request. The copies sent to the Owner and Engineer are for archive purposes only, because neither the Owner or Engineer are trained in the interpretation of payroll reports, and thus will rely on the Contractor’s certification that all employees are being classified and paid appropriately. 19. MAINTENANCE OF RECORDS Contractor shall maintain all required records for three years after the Owner makes final payment and all other pending matters are closed. 20. NOTICE TO PROCEED The Notice to Proceed will normally be issued within 30 days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual written agreement between the Owner and Contractor. 21. CONTRACT TIME The Contract Time will be as set forth in the Agreement Form. 22. LIQUIDATED DAMAGES Liquidated damages will be as set forth in the Agreement Form. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 INSTRUCTIONS TO BIDDERS Page 11 23. MONTANA CONTRACTOR’S REGISTRATION Contractor and any of the contractor’s subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Information pertaining to the Montana Contractor Registration requirements may be obtained from the Montana State Department of Revenue, Helena, Montana. (1-800-556-6694). 24. BIDDER PREFERENCE In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, a preference will be given to the lowest responsible Bidder who is a resident of the State of Montana over a nonresident Bidder from any state or country that enforces a preference in their state or country for their resident Bidders. The preference given to Montana resident Bidders will be equal to the preference given in the other state or country. This preference applies unless specifically prohibited by Federal laws or regulations. Products manufactured or produced in the State of Montana shall be preferred for use in all projects if such products are comparable in price and quality. Further, wherever possible, products manufactured and produced in the State which are suitable substitutes for products manufactured or produced outside the State and comparable in price, quality and performance shall be preferred for use in this project. Preference regarding these products shall be in accordance with the laws of the State of Montana. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 BID FORM 1 The City of Bozeman will only accept online electronic bids through QuestCDN. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. Refer to the instructions to bidders for additional information. BID FORM OAK & FERGUSON INTERSECTION RENOVATIONS PROJECT CITY OF BOZEMAN BOZEMAN, MONTANA 59771 TO: City Clerk P.O. Box 1230 Bozeman, Montana 59771-1230 THE UNDERSIGNED BIDDER, having familiarized himself with the Work required by the Contract Documents, the site(s) where the work is to be performed, local labor conditions and all laws, regulations, municipal ordinances and other factors which may affect the performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the work: HEREBY PROPOSES and agrees, if this bid is accepted, to enter into an Agreement, in the form attached, to perform all work for the construction of OAK & FERGUSON INTERSECTION RENOVATIONS PROJECT, including the assumption of all obligations, duties, and responsibilities necessary for the successful completion of the contract and the furnishing of all materials and equipment required to be incorporated in, and form a permanent part of, the work; tools, equipment, supplies, transportation, facilities, labor, superintendence, and services required to perform the Work; Bonds, Insurance and Submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor within the time and for the prices set forth in the following schedules. The undersigned bidder agrees to be bound by this Bid for a period not to exceed that specified in the Invitation to Bid. The undersigned Bidder agrees to furnish the required Bonds and to enter into a contract within fifteen (15) calendar days after Owner's acceptance of this Bid, and further agrees to complete all Work within the time specified per schedule after commencement of the contract time as defined in the General Conditions. The allowed contract time is 60 calendar days. Where multiple schedules are awarded under a single Contract, the contract times shall run concurrently unless separate notices to proceed are issued for the awarded schedules. Liquidated Damages shall be as specified in Article 2.2 of the Agreement Form. Bid was submitted electronically. This form is provided for reference only. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 BID FORM 2 The undersigned Bidder agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the total prices and total amount of Bid as listed above, after extensions are checked and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the contract. The undersigned Bidder agrees that he has been afforded access to the construction site and has performed those independent site investigations as he deemed necessary. The undersigned Bidder hereby certifies the following: A) That this Bid is genuine and is 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; B) That he has not directly or indirectly solicited any other Bidder to put in a false or sham Bid; C) That he has not solicited or induced any person, firm, or corporation to refrain from bidding; D) That he has not sought by collusion to obtain for himself any advantage over any other Bidder or over the Owner. E) That he is not currently operating beyond the contract time on any previously awarded public works contract as defined and required by Article 18-2-401, MCA, as amended. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sums: NOTE: Contractor shall fill out all Bid Schedule prices on the Quest CDN Platform. Oak & Ferguson Intersection Renovations Schedule 1: Oak & Ferguson Intersections Renovations Item Number Description Unit Quantity Unit Price Total Price 101 Mobilization and Insurance LS 1 102 Traffic Control LS 1 103 Stormwater Management and Erosion Control LS 1 104 Existing Concrete Flatwork Removal SF 1060 105 Existing Asphalt Removal SY 613 106 Existing Concrete Curb & Gutter Removal LF 1260 107 Existing Detectable Warning Panel Removal SF 150 108 Unclassified Excavation CY 1621 109 Landscaping LS 1 110 Removal of Existing Electrical Equipment LS 1 111 Remove/Reset Existing Sign & Post EA 2 Bid was submitted electronically. This form is provided for reference only. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 BID FORM 3 112 4-IN Concrete Sidewalk SF 570 113 6-IN Concrete Pedestrian Ramp SF 980 114 6-IN Concrete Median Cap SF 5155 115 Truncated Dome Detectable Warning Panels SF 163 116 Mill and Overlay Existing Asphalt (1-inch) SY 8896 117 Asphalt Pavement (4-in Section) SY 1477 118 Standard Curb and Gutter LF 1120 119 Median Concrete Curbs SF 30 120 1 1/2-inch Crushed Base Course Gravel CY 395 121 Epoxy Striping (White) Gal 42.8 122 Epoxy Striping (Yellow) Gal 16.2 123 Epoxy Words and Symbols (White) Gal 23.7 124 Epoxy Curb Markings Gal 1.6 125 New Sign, Post & Foundation EA 2 126 Reset Existing Park Sign EA 1 127 New Sign Panel on Mast Arm, Signal Standard, or Sign Post EA 13 128 White Flexible Surface Mounted Delineators EA 6 129 Yellow Flexible Anchored Delineators EA 15 130 2.5-inch SCH 80 PVC Conduit LF 45 131 3-inch SCH 80 PVC Conduit LF 60 132 Structural Concrete Pole Foundations CY 6.25 133 Cable, Copper, 3AWG14-600V LF 225 134 Cable, Copper, 5AWG14-600V LF 400 135 Conductor, Copper, #10 AWG LF 60 136 12"x12"x12"x12" Traffic Signal Indications EA 4 137 Install Owner supplied Standard Signal Pole W/45' Mast (3A) EA 1 138 Install Owner supplied Signal Pole Type 1-140 EA 1 139 Install Owner supplied 1994 AASHTO 40' Mast Arm EA 2 140 TS2 SP+ Controller Cabinet EA 1 141 PTZ Camera EA 1 142 Modify Service Assembly EA 1 143 Pedestrian Push Button Extension EA 1 144 Miscellaneous Work LS 1 $15,000.00 $15,000.00 145 3-inch Crushed Subbase Course Gravel CY 750 146 Geotextile Fabric SY 1329 Schedule 1 Total $ TOTAL COMBINED SCHEDULE 1 BID $_____________________ ____________________________________________________________________________________ (TOTAL COMBINED SCHEDULE 1 - WRITTEN WORDS) Bid was submitted electronically. This form is provided for reference only. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 BID FORM 4 BASIS OF AWARD If the contract it awarded, the Owner will award a single Contract in accordance with the Instructions to Bidders. Bidders shall submit a Bid for all bid Schedules on a unit price basis for each item of Work listed as provided and described above. The Owner reserves the right to accept or reject the Bids, or portions of the Bids denoted as separate schedules or alternates. The award will be made by the Owner on the basis of that Bid from the lowest responsive, responsible Bidder which, in the Owner’s sole and absolute judgment, will best serve the interest of the Owner. The low bidder will be determined on the basis of the lowest Total Combined Schedule 1. The undersigned Bidder acknowledged receipt of the following Addenda, which have been considered in preparation of this Bid: No._____________________________ Dated____________________ No._____________________________ Dated____________________ No._____________________________ Dated____________________ No._____________________________ Dated___________________ Submitted this _____ day of _____________________, 2026. SIGNATURE OF BIDDER:__________________________________________ Montana Contractor Registration Number______________________________ If an individual:_____________________________________________ doing business as_____________________________________________ If a Partnership:___________________________________________by ________________________________________, partner _____________________________________________ If a Corporation:_____________________________________________ (a) ____________________________________________ by ____________________________________________ (Seal & Title___________________________________________ Attest) Business Address of Bidder: __________________________________ Bid was submitted electronically. This form is provided for reference only. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 BID FORM 5 _______________________________________________ If Bidder is a joint venture, other party must sign below: Montana License Number and Class______________________________ If an Individual:_______________________________________ doing business as _________________________________________________. If a Partnership: __________________________________________ by ________________________________Partner __________________________________________ If a Corporation:____________________________________________ (a)______________________________Corporation by _________________________________________ (Seal & Title________________________________________ Attest) Bid was submitted electronically. This form is provided for reference only. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 AGREEMENT FORM THIS AGREEMENT is dated as of the day of June in the year 2026, by and between CITY OF BOZEMAN, hereinafter called OWNER, and Knife River – Belgrade hereinafter called CONTRACTOR. OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The project work is generally described as follows: construction of accessibility, signal, and surface improvements at the West Oak Street & Ferguson Avenue intersection. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Oak & Ferguson Intersection Renovations Project, City of Bozeman. Article 2. CONTRACT TIME. 2.1 The Work will be completed within 60 days after the date when the contract time commences to run as provided in the General Conditions. Final payment will be withheld until final completion and acceptance of the Work, as stipulated in this Agreement. 2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in this Agreement and that OWNER will suffer financial loss if the Work is not substantially complete by the date specified above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by OWNER if the Work is not substantially complete on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER five hundred dollars ($ 500.00) for each day that expires after the date specified herein until the Work is substantially complete. Article 3. CONTRACT PRICE. 3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents the sum (subject to adjustment as provided in the Contract Documents) of: Six-hundred, forty-seven thousand, four-hundred, fifty-three dollars and twenty-five cents. ($647,453.25) Article 4. PAYMENT PROCEDURES. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 3rd CONTRACTOR shall submit applications for payment in accordance with the General Conditions. Applications for payment will be processed as provided in the General Conditions. 4.1 Progress Payments. OWNER will make progress payments monthly on account of the contract price on the basis of CONTRACTOR'S application for payment as recommended by ENGINEER. All progress payments will be on the basis of the progress of the Work measured by the schedule of values provided for in the General Conditions. 4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in accordance with the General Conditions and as outlined herein. 4.2 Final Payment. Upon final completion and acceptance of the Work in accordance with the General Conditions, OWNER shall pay the remainder of the contract price as recommended by ENGINEER. Article 5. INTEREST. All monies not paid when due hereunder shall bear interest at the simple rate established by the Federal Cost of Money Rate commencing at the time of a claim. Article 6. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, state and local laws, ordinances, rules and regulations that in any manner may affect cost, progress or performance of the Work. 6.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which were relied upon by ENGINEER in the preparation of the drawings and specifications and which have been identified in the modifications to the General Conditions. 6.3 CONTRACTOR has made or caused to be made examinations, investigations and tests and studies of such reports and related data in addition to those referred to above as he deems necessary for the performance of the Work at the contract price, within the contract time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, tests, reports or similar data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 6.5 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 6.6 Nondiscrimination and Equal Pay: The Contractor agrees that all hiring by Contractor of persons performing this Agreement shall be on the basis of merit and qualifications. The Contractor will have a policy to provide equal employment opportunity in accordance with all applicable state and federal anti-discrimination laws, regulations, and contracts. The Contractor will not refuse employment to a person, bar a person from employment, or discriminate against a person in compensation or in a term, condition, or privilege of employment because of race, color, religion, creed, political ideas, sex, age, marital status, national origin, actual or perceived sexual orientation, gender identity, physical or mental disability, except when the reasonable demands of the position require an age, physical or mental disability, marital status or sex distinction. The Contractor shall be subject to and comply with Title VI of the Civil Rights Act of 1964; Section 140, Title 2, United States Code, and all regulations promulgated thereunder. Contractor represents it is, and for the term of this Agreement will be, in compliance with the requirements of the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act). Contractor must report to the City any violations of the Montana Equal Pay Act that Contractor has been found guilty of within 60 days of such finding for violations occurring during the term of this Agreement. Contractor shall require these nondiscrimination terms of its subcontractors providing services under this Agreement. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following: 7.1 This Agreement. 7.2 Exhibits to this Agreement (if any). 7.3 Performance Bond, Payment Bond, and Bid Bond. 7.4 Invitation to Bid. 7.5 Instructions to Bidders and Bid Form. 7.6 Certificate(s) of Insurance. 7.7 General Conditions. 7.8 Supplementary Conditions. 7.9 Wage Rates. 7.10 Special Provisions and Measurement and Payment. 7.11 Montana Public Works Specifications, Seventh Edition, and City of Bozeman Modifications to Montana Public Works Standard Specifications Sixth Edition, October 2024 with addenda (by reference). 7.12 Appendices 7.13 Addenda listed on the Bid forms. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 7.14 CONTRACTOR'S executed Bid forms. 7.15 Documentation submitted by CONTRACTOR prior to Notice of Award. 7.16 Notice of Award. 7.17 Notice to Proceed. 7.18 Any modification, including Change Orders, duly delivered after execution of Agreement. 7.19 Any Notice of Partial Utilization. 7.20 Notice of Substantial Completion. 7.22 Non-discrimination affirmation form. 7.23 Drawings There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended or repealed by a modification (as defined in the General Conditions). Article 8. MISCELLANEOUS. 8.1 Terms used in this Agreement which are defined in the General Conditions shall have the meanings indicated in the General Conditions. 8.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the OWNER and the CONTRACTOR respectively and his partners, successors, assigns, and legal representatives. Neither the OWNER nor the CONTRACTOR shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other party. The OWNER reserves the right to withdraw at any time from any subcontractor where Work has proven unsatisfactory the right to be engaged in or employed upon any part of the Work. 8.3 In the event it becomes necessary for either party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing party or the party giving notice shall be entitled to reasonable attorney's fees and costs. 8.4 Any amendment of modifications of this Agreement or any provisions herein shall be made in writing and executed in the same manner as this original document and shall after execution become a part of this Agreement. Consent to Electronic Signatures: The Parties have consented to execute this Agreement electronically in conformance with the Montana Uniform Electronic Transactions Act, Title 30, Chapter 18, Part 1, MCA. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. (CONTRACTOR) By (SEAL &) (ATTEST) Title _____________________________ (JOINT VENTURE) By (SEAL &) (ATTEST) Title _____________________________ City of Bozeman (OWNER) By _____________________________ (CITY MANAGER) (SEAL &) (ATTEST) _____________________________ APPROVED AS TO FORM: ________________________________ (CITY ATTORNEY) c:\wpdocs\forms\agreefrm.mrg Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Construction Operations Manager Knife River - Belgrade Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 June 3, 2026 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 June 3, 2026 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 CERTIFICATE I, Karl A. Liepitz, hereby certify that I am the duly elected and qualified Secretary of JTL Group, Inc., a Montana corporation; and I further certify that, pursuant to a resolution adopted by Written Consent of the Board of Directors dated October 24, 2025, the persons named below have been duly elected, have qualified and are officers of the Company holding the offices set forth opposite their respective names: Calvin R. DeWall Region Controller and Assistant Secretary James H. Fuglevand Vice President – Operations Support Brian R. Gray Chair of the Board and Chief Executive Officer James L. Lauteren Mountain Region President Karl A. Liepitz Chief Legal Officer and Secretary Malcolm D. Long Vice President and General Manager – Billings Division Nathan W. Ring Chief Financial Officer Dustin J. Senger Treasurer Joseph L. Soares Vice President and General Manager – Western Montana Leo R. Zwemke Vice President and General Manager – Belgrade Division * * * * * * * * * * * * I further certify that the following is a true and correct copy of Section 5.13 of the Amended and Restated Bylaws of JTL Group, Inc. which sets forth the powers of the officers to execute documents; and that said Bylaw Section is presently in full force and effect: 5.13 Execution of Instruments. All contracts, deeds, bonds, mortgages, notes, and other instruments shall be executed on behalf of the Company by the Chair of the Board, the Chief Executive Officer, the President, any Vice President or Assistant Vice President, the Chief Legal Officer, any other officer who performs a policy-making function (such as administration, operations, accounting, or finance) or such other officer or agent of the Company as shall be duly authorized by the President, Chief Executive Officer, or Board of Directors. Any officer or agent executing any such documents on behalf of the Company may do so (except as otherwise required by applicable law) either under or without the seal of the Company and either individually or with an attestation, according to the requirements of the form of the instrument. If an attestation is required, the document shall be attested by the Secretary or an Assistant Secretary or by the Treasurer or an Assistant Treasurer or any other officer or agent authorized by the Board of Directors. The signature of any officer or agent of the Company may be a facsimile, PDF, or similar method. IN WITNESS WHEREOF, I have hereunto set my hand on November 21, 2025. Karl A. Liepitz, Secretary Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSDWVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION$ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 4/23/2026 (406) 869-4427 15105 JTL Group, Inc. DBA Knife River - Belgrade A Member of the MCCF PO Box 9 Belgrade, MT 59714 A Workers Compensation SP4067557 1/1/2026 Coverage A Statutory Subject to the terms and conditions of the policy as issued by the Insurance Company. Self-Insured Retention for Work Comp $1,250,000 per occurrence. Covers Montana State Resident Employees. All claims are administered by the Montana Contractor Compensation Fund (MCCF). Any And All Projects As Required By Written Contract City of Bozeman PO Box 1230 Bozeman, MT 59771 MONTCON-09 JMCMILLAN Billings Office Marsh McLennan Agency LLC P.O. Box 30638 Billings, MT 59107-0638 Jana McMillan Jana.McMillan@MarshMMA.com Safety National Casualty Corporation 1/1/2027 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared By Endorsed By Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-700, Standard General Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Copyright© 2018 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE. NOTE: EJCDC publications may be purchased at www.ejcdc.org, or from any of the sponsoring organizations above. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared By Endorsed By Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Copyright© 2018 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE. NOTE: EJCDC publications may be purchased at www.ejcdc.org, or from any of the sponsoring organizations above. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology....................................................................................................... 1 Article 2— Preliminary Matters .................................................................................................................... 5 Article 3— Contract Documents: Intent, Requirements, Reuse ................................................................... 5 Article 4— Commencement and Progress of the Work ............................................................................... 5 Article 5— Site, Subsurface and Physical Conditions, Hazardoud Environmental Conditions .....................6 Article 6— Bonds and Insurance ................................................................................................................... 7 Article 7— Contractor’s Responsibilities .................................................................................................... 15 Article 8— Other Work at the Site .............................................................................................................. 16 Article 9— Owner’s Responsibilities ........................................................................................................... 17 Article 10— Engineer’s Status During Construction ................................................................................... 17 Article 11— Changes to the Contract ......................................................................................................... 18 Article 12— Claims ...................................................................................................................................... 19 Article 13— Cost of Work; Allowances, Unit Price Work............................................................................ 19 Article 14— Tests and Inspections; Correction, Removal, or Accceptance of Defective Work Article 15— Payments to Contractor, Set Offs; Completions; Correction Period ...................................... 20 Article 16— Suspension of Work and Termination .................................................................................... 22 Article 17— Final Resolutions of Disputes .................................................................................................. 22 Article 18— Miscellaneous ......................................................................................................................... 24 Exhibit A— Software Requirements for Electronic Document Exchange Exhibit B— Foreseeable Bad Weather Days Exhibit C— Geotechnical Baseline Report Supplement to the Supplementary Conditions Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 1 of 30 SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT These Supplementary Conditions amend or supplement EJCDC® C-700, Standard General Conditions of the Construction Contract (2018). The General Conditions remain in full force and effect except as amended. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added—for example, “Paragraph SC-4.05.” ARTICLE 1—DEFINITIONS AND TERMINOLOGY SC-1.01.A.8 – Add the following at the end of the Paragraph: The Change Order form to be used on this Project is EJCDC C-941 (2018). Agency approval is required before Change Orders are effective. SC-1.01.A.30 – Add the following at the end of the Paragraph: For the purposes of Rural Development, this term is synonymous with the term “applicant” as defined in 7 CFR 1780.7 (a) (1), (2) and (3) and is an entity receiving financial assistance from the federal programs. SC-1.01.A.50 – Add the following at the end of the Paragraph: The Work Change Directive form to be used on this Project is EJCDC C-940 (2018). Agency approval is required before a Work Change Directive is issued. SC-1.01.A.51 – Add the following new paragraph immediately after Paragraph 1.01.A.50: 51. Agency - The Project is financed in whole or in part by USDA Rural Utilities Service pursuant to the Consolidated Farm and Rural Development Act (7 USC Section 1921 et seq.). The Rural Utilities Service programs are administered through the USDA Rural Development offices; therefore, the Agency for these documents is USDA Rural Development. SC-1.01.A.52 – Add the following new paragraph with the title “American Iron and Steel Definitions” immediately after Paragraph 1.01.A.51: Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 2 of 30 52.a American Iron and Steel (AIS) - Requirements mandated by Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference for “iron and steel products,” meaning the following products, if made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and Construction Materials. AIS requirements apply in each of the several states, the District of Columbia, and each federally recognized Tribe, but not the U.S. Territories. 52.b Coating - A covering that is applied to the surface of an object. If a Coating is applied to the external surface of a domestic iron or Steel component, and the application takes place outside of the United States, said product would be considered a compliant product under the AIS requirements. Any Coating processes that are applied to the external surface of Iron and Steel components that would otherwise be AIS compliant would not disqualify the product from meeting the AIS requirements regardless of where the Coating processes occur, provided that final assembly of the product occurs in the United States. This exemption only applies to Coatings on the external surface of Iron and Steel components. It does not apply to Coatings or linings on internal surfaces of Iron and Steel products, such as the lining of lined pipes. All Manufacturing Processes for lined pipes, including the application of pipe lining, must occur in the United States for the product to be compliant with AIS requirements. 52.c Construction Materials - Those articles, materials, or supplies made primarily of iron and/or steel, that are permanently incorporated into the project, not including mechanical and/or electrical components, equipment and systems. Some of these products may overlap with what is also considered “structural steel”. Note: Mechanical and electrical components, equipment and systems are not considered Construction Materials. See definitions of Mechanical Equipment and Electrical Equipment. 52.d Contractor’s Certification - Documentation submitted by the Contractor upon Substantial Completion of the Contract that all Iron and Steel products installed were Produced in the United States. 52.e De Minimis - Various miscellaneous, incidental low-cost components that are essential for, but incidental to, the construction and are incorporated into the physical structure of the project. Examples of De Minimis components could include small washers, screws, fasteners (such as “off the shelf” nuts and bolts), miscellaneous wire, corner bead, ancillary tube, signage, trash bins, door hardware etc. Costs for such De Minimis components cumulatively may comprise no more than a total of five percent of the total cost of the materials used in and incorporated into a project; the cost of an individual item may not exceed one percent of the total cost of the materials used in and incorporated into a project. 52.f Electrical Equipment - Typically any machine powered by electricity and includes components that are part of the electrical distribution system. AIS does not apply to Electrical Equipment. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 3 of 30 52.g Engineer’s Certification - Documentation submitted by the Engineer that Drawings, Specifications, and Bidding Documents comply with AIS. 52.h Iron and Steel products - The following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and Construction Materials. Only items on the above list made primarily of iron or steel, permanently incorporated into the project must be Produced in the United States. For example, trench boxes, scaffolding or equipment, which are removed from the project site upon completion of the project, are not required to be made of U.S. iron or steel. 52.i Manufacturer - A Supplier, fabricator, distributor, materialman, or vendor is an entity with which the Owner, Contractor or any subcontractor has contracted to furnish materials or equipment to be incorporated in the project by the Owner, Contractor or a subcontractor. 52.j Manufacturer’s Certification - Documentation provided by the Manufacturer stating that the Iron and Steel products to be used in the project are produced in the United States in accordance with American Iron and Steel (AIS) Requirements. If items are purchased via a Supplier, distributor, vendor, etc. from the Manufacturer directly, then the Supplier, distributor, vendor, etc. will be responsible for obtaining and providing these certifications to the parties purchasing the products. 52.k Manufacturing Processes - Processes such as melting, refining, pouring, forming, rolling, drawing, finishing, and fabricating. Further, if a domestic Iron and Steel product is taken out of the United States for any part of the manufacturing process, it becomes foreign source material. However, raw materials such as iron ore, limestone and iron and steel scrap are not covered by the AIS requirement, and the material(s), if any, being applied as a Coating are similarly not covered. Non-iron or Steel components of an Iron and Steel product may come from non-US sources. For example, for products such as valves and hydrants, the individual non-Iron and Steel components do not have to be of domestic origin. Raw materials, such as iron ore, limestone, scrap iron, and scrap steel, can come from non-U.S. sources. 52.l Mechanical Equipment - Typically equipment which has motorized parts and/or is powered by a motor. AIS does not apply to Mechanical Equipment. 52.m Minor Components - Components within an iron and/or Steel product otherwise compliant with the American Iron and Steel requirements; this waiver is typically used by Manufacturers. It differs from the De Minimis definition in that De Minimis pertains to the entire project and the minor component definition pertains to a single product. This waiver allows use of non-domestically produced miscellaneous Minor Components comprising up to five percent of the total material cost of an otherwise domestically produced Iron and Steel product. However, unless a separate waiver for a product has been approved, all other Iron and Steel components in said product must still meet the AIS requirements. This waiver does not exempt the whole product from the AIS requirements only Minor Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 4 of 30 Components within said product and the iron or Steel components of the product must be produced domestically. Valves and hydrants are also subject to the cost ceiling requirements described here. Examples of Minor Components could include items such as pins and springs in valves/hydrants, bands/straps in couplings, and other low-cost items such as small fasteners etc. 52.n Municipal Castings - Cast iron or Steel infrastructure products that are melted and cast. They typically provide access, protection, or housing for components incorporated into utility owned drinking water, storm water, wastewater, and solid waste infrastructure. 52.o Primarily Iron or Steel - A product is made of greater than 50 percent iron or Steel on a materials cost basis. An exception to this definition is reinforced precast concrete (see Definitions). All technical specifications and applicable industry standards (e.g. NIST, NSF, AWWA) must be met. If a product is determined to be less than 50 percent iron and/or steel, the AIS requirements do not apply. For example, the cost of a fire hydrant includes: The cost of materials used for the iron portion of a fire hydrant (e.g. bonnet, body and shoe); and The cost to pour and cast to create those components (e.g. labor and energy). Not included in the cost are: The additional material costs for the non-iron or Steel internal workings of the hydrant (e.g. stem, coupling, valve, seals, etc.); and The cost to assemble the internal workings into the hydrant body. 52.p Produced in the United States - The production in the United States of the iron or Steel products used in the project requires that all Manufacturing Processes must take place in the United States, with the exception of metallurgical processes involving refinement of steel additives. 52.q Reinforced Precast Concrete – Reinforced Precast Concrete structures must comply with AIS, regardless of whether or not it consists of at least 50 percent iron or steel. The reinforcing bar and wire must be Produced in the United States and meet the same standards as for any other iron or Steel product. Additionally, the casting of the concrete product must take place in the United States. The cement and other raw materials used in concrete production are not required to be of domestic origin. If the reinforced concrete is cast at the construction site, the reinforcing bar and wire are considered Construction Materials and must be Produced in the United States. 52.r Steel - An alloy that includes at least 50 percent iron, between 0.02 and 2 percent carbon, and may include other elements. Metallic elements such as chromium, nickel, molybdenum, manganese, and silicon may be added during the melting of Steel for the purpose of enhancing properties such as corrosion resistance, hardness, or strength. The definition of Steel covers carbon steel, alloy steel, stainless steel, tool steel, and other specialty steels. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 5 of 30 52.s Structural Steel - Rolled flanged shapes, having at least one dimension of their cross-section three inches or greater, which are used in the construction of bridges, buildings, ships, railroad rolling stock, and for numerous other constructional purposes. Such shapes are designated as wide-flange shapes, standard I-beams, channels, angles, tees, and zees. Other shapes include but are not limited to, H-piles, sheet piling, tie plates, cross ties, and those for other special purposes. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance SC-2.01 Delete Paragraphs 2.01.B. and C. in their entirety and insert the following in their place: B. Evidence of Contractor’s Insurance: When Contractor delivers the signed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner copies of the policies (including all endorsements, and identification of applicable self-insured retentions and deductibles) of insurance required to be provided by Contractor in this Contract. Contractor may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. C. Evidence of Owner’s Insurance: After receipt from Contractor of the signed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor copies of the policies of insurance to be provided by Owner in this Contract (if any). Owner may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. 2.02 Copies of Documents SC-2.02 Amend the first sentence of Paragraph 2.02.A. to read as follows: Owner shall furnish to Contractor five printed copies of the Contract Documents (including one fully signed counterpart of the Agreement). And one in electronic portable document format (PDF). SC-2.02 Delete Paragraph 2.02.A in its entirety and insert the following new paragraph in its place: E. Owner shall furnish to Contractor 5 printed copies of conformed Contract Documents incorporating and integrating all Addenda and any amendments negotiated prior to the Effective Date of the Contract (including one fully signed counterpart of the Agreement), and one copy in electronic portable document format (PDF). Additional printed copies of the conformed Contract Documents will be furnished upon request at the cost of reproduction. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent SC-3.01 Delete Paragraph 3.01.C in its entirety. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4.01.A – Delete the last sentence of paragraph. 4.05 Delays in Contractor’s Progress Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 6 of 30 SC-4.05 Amend Paragraph 4.05.C by adding the following subparagraphs: 5. Weather-Related Delays E. If “abnormal weather conditions” as set forth in Paragraph 4.05.C.2 of the General Conditions are the basis for a request for an equitable adjustment in the Contract Times, such request must be documented by data substantiating each of the following: 1) that weather conditions were abnormal for the period of time in which the delay occurred, 2) that such weather conditions could not have been reasonably anticipated, and 3) that such weather conditions had an adverse effect on the Work as scheduled. Extreme or unusual weather that is typical for a given region, elevation, or season should not be considered abnormal weather conditions. Requests for time extensions due to abnormal weather conditions will be submitted to the Engineer within five days of the end of the abnormal weather condition event. It is the responsibility of the Contractor to provide the information listed in SC 4.05.C.5.b. ARTICLE 5—SITE, SUBSURFACE AND PHYSICAL CONDITIONS, HAZARDOUS ENVIRONMENTAL CONDITIONS 5.03 Subsurface and Physical Conditions SC-5.03 Add the following new paragraphs immediately after Paragraph 5.03.D: E. The following table lists the reports of explorations and tests of subsurface conditions at or adjacent to the Site that contain Technical Data, and specifically identifies the Technical Data in the report upon which Contractor may rely: [If there are no such reports, so indicate in the table.] Report Title Date of Report Technical Data None None F. The following table lists the drawings of existing physical conditions at or adjacent to the Site, including those drawings depicting existing surface or subsurface structures at or adjacent to the Site (except Underground Facilities), that contain Technical Data, and specifically identifies the Technical Data upon which Contractor may rely: Drawings Title Date of Drawings Technical Data None None G. Contractor may examine copies of reports and drawings identified in SC-5.03.E and SC-5.03.F that were not included with the Bidding Documents at 20 E. Olive, Bozeman, MT, 59715 during regular business hours, or may request copies from Engineer. 5.06 Hazardous Environmental Conditions SC-5.06 Add the following new paragraphs immediately after Paragraph 5.06.A.3: Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 7 of 30 4. The following table lists the reports known to Owner relating to Hazardous Environmental Conditions at or adjacent to the Site, and the Technical Data (if any) upon which Contractor may rely: Report Title Date of Report Technical Data None None 5. The following table lists the drawings known to Owner relating to Hazardous Environmental Conditions at or adjacent to the Site, and Technical Data (if any) contained in such Drawings upon which Contractor may rely: [If there are no such drawings, so indicate in the table] Drawings Title Date of Drawings Technical Data None None ARTICLE 6—BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds SC-6.01 Ad 1. d the following paragraphs immediately after Paragraph 6.01.A: Required Performance Bond Form: The performance bond that Contractor furnishes will be in the form of EJCDC® C-610, Performance Bond (2010, 2013, or 2018 edition). 2. Required Payment Bond Form: The payment bond that Contractor furnishes will be in the form of EJCDC® C-615, Payment Bond (2010, 2013, or 2018 edition). SC-6.01 Ad d the following paragraphs immediately after Paragraph 6.01.B: 1. The correction period specified as one year after the date of Substantial Completion in Paragraph 15.08.A of the General Conditions is hereby revised to be TWO years after Substantial Completion. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 8 of 30 6.02 Insurance—General Provisions SC-6.02 Add the following paragraph immediately after Paragraph 6.02.H.2 of the General Conditions: 3. For the following Subcontractors, Suppliers, or categories of Subcontractor or Supplier, Contractor shall require the following specified insurance, with policy limits as stated: N/A Delete 6.02.N of the General Conditions in its entirety and insert the following in its place: N. The policies of insurance required by Section 6.03 shall contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 45 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 6.02 will so provide). 6.03 Contractor’s Insurance SC-6.03 Supplement Paragraph 6.03 with the following provisions after Paragraph 6.03.C: D. Other Additional Insureds: As a supplement to the provisions of Paragraph 6.03.C of the General Conditions, the commercial general liability, automobile liability, umbrella or excess, pollution liability, and unmanned aerial vehicle liability policies must include as additional insureds (in addition to Owner and Engineer) the following: None E. Workers’ Compensation and Employer’s Liability: Contractor shall purchase and maintain workers’ compensation and employer’s liability insurance, including, as applicable, United States Longshoreman and Harbor Workers’ Compensation Act, Jones Act, stop-gap employer’s liability coverage for monopolistic states, and foreign voluntary workers’ compensation (from available sources, notwithstanding the jurisdictional requirement of Paragraph 6.02.B of the General Conditions). Workers’ Compensation and Related Policies Policy limits of not less than: Workers’ Compensation State Statutory Applicable Federal (e.g., Longshoreman’s) Statutory Foreign voluntary workers’ compensation (employer’s responsibility coverage), if applicable Statutory Jones Act (if applicable) Bodily injury by accident—each accident $1,500,000 Bodily injury by disease—aggregate $3,000,000 Employer’s Liability Each accident $1,500,000 Each employee $1,500,000 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 9 of 30 Policy limit $3,000,000 Stop-gap Liability Coverage For work performed in monopolistic states, stop-gap liability coverage must be endorsed to either the worker’s compensation or commercial general liability policy with a minimum limit of: $ N/A F. Commercial General Liability—Claims Covered: Contractor shall purchase and maintain commercial general liability insurance, covering all operations by or on behalf of Contractor, on an occurrence basis, against claims for: 1. damages because of bodily injury, sickness or disease, or death of any person other than Contractor’s employees, 2. damages insured by reasonably available personal injury liability coverage, and 3. damages because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom. G. Commercial General Liability—Form and Content: Contractor’s commercial liability policy must be written on a 1996 (or later) Insurance Services Organization, Inc. (ISO) commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage. a. Such insurance must be maintained for three years after final payment. b. Contractor shall furnish Owner and each other additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract) evidence of continuation of such insurance at final payment and three years thereafter. 2. Blanket contractual liability coverage, including but not limited to coverage of Contractor’s contractual indemnity obligations in Paragraph 7.18. 3. Severability of interests and no insured-versus-insured or cross-liability exclusions. 4. Underground, explosion, and collapse coverage. 5. Personal injury coverage. 6. Additional insured endorsements that include both ongoing operations and products and completed operations coverage through ISO Endorsements CG 20 10 10 01 and CG 20 37 10 01 (together). If Contractor demonstrates to Owner that the specified ISO endorsements are not commercially available, then Contractor may satisfy this requirement by providing equivalent endorsements. 7. For design professional additional insureds, ISO Endorsement CG 20 32 07 04 “Additional Insured—Engineers, Architects or Surveyors Not Engaged by the Named Insured” or its equivalent. H. Commercial General Liability—Excluded Content: The commercial general liability insurance policy, including its coverages, endorsements, and incorporated provisions, must not include any of the following: 1. Any modification of the standard definition of “insured contract” (except to delete the railroad protective liability exclusion if Contractor is required to indemnify a railroad or others with respect to Work within 50 feet of railroad property). Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 10 of 30 2. Any exclusion for water intrusion or water damage. 3. Any provisions resulting in the erosion of insurance limits by defense costs other than those already incorporated in ISO form CG 00 01. 4. Any exclusion of coverage relating to earth subsidence or movement. 5. Any exclusion for the insured’s vicarious liability, strict liability, or statutory liability (other than worker’s compensation). 6. Any limitation or exclusion based on the nature of Contractor’s work. 7. Any professional liability exclusion broader in effect than the most recent edition of ISO form CG 22 79. I. Co mmercial General Liability—Minimum Policy Limits Commercial General Liability Policy limits of not less than: General Aggregate $ 3,000,000 Products—Completed Operations Aggregate $ 3,000,000 Personal and Advertising Injury $ 1,500,000 Bodily Injury and Property Damage—Each Occurrence $ 1,500,000 J. Automobile Liability: Contractor shall purchase and maintain automobile liability insurance for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The automobile liability policy must be written on an occurrence basis. Automobile Liability Policy limits of not less than: Bodily Injury Each Person $ 1,500,000 Each Accident $ 1,500,000 Property Damage Each Accident $ 1,500,000 [or] Combined Single Limit Combined Single Limit (Bodily Injury and Property Damage) $ 3,000,000 K. Umbrella or Excess Liability: Contractor shall purchase and maintain umbrella or excess liability insurance written over the underlying employer’s liability, commercial general liability, and automobile liability insurance described in the Paragraphs above. The coverage afforded must be at least as broad as that of each and every one of the underlying policies. Excess or Umbrella Liability Policy limits of not less than: Each Occurrence $ 1,000,000 General Aggregate $ 3,000,000 L. Using Umbrella or Excess Liability Insurance to Meet CGL and Other Policy Limit Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 11 of 30 Requirements: Contractor may meet the policy limits specified for employer’s liability, commercial general liability, and automobile liability through the primary policies alone, or through combinations of the primary insurance policy’s policy limits and partial attribution of the policy limits of an umbrella or excess liability policy that is at least as broad in coverage as that of the underlying policy, as specified herein. If such umbrella or excess liability policy was required under this Contract, at a specified minimum policy limit, such umbrella or excess policy must retain a minimum limit of $1,000,000 after accounting for partial attribution of its limits to underlying policies, as allowed above. M. Contractor’s Pollution Liability Insurance: Contractor shall purchase and maintain a policy covering third-party injury and property damage, including cleanup costs, as a result of pollution conditions arising from Contractor’s operations and completed operations. This insurance must be maintained for no less than three years after final completion. Contractor’s Pollution Liability Policy limits of not less than: Each Occurrence/Claim $ 1,500,000 General Aggregate $ 3,000,000 N. Contractor’s Professional Liability Insurance: If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance. This insurance must cover negligent acts, errors, or omissions in the performance of professional design or related services by the insured or others for whom the insured is legally liable. The insurance must be maintained throughout the duration of the Contract and for a minimum of two years after Substantial Completion. The retroactive date on the policy must pre-date the commencement of furnishing services on the Project. Contractor’s Professional Liability Policy limits of not less than: Each Claim $ 1,500,000 Annual Aggregate $ 3,000,000 O. Railroad Protective Liability Insurance: Prior to commencing any Work within 50 feet of railroad-owned and controlled property, Contractor shall (1) endorse its commercial general liability policy with ISO CG 24 17, removing the contractual liability exclusion for work within 50 feet of a railroad, (2) purchase and maintain railroad protective liability insurance meeting the following requirements, (3) furnish a copy of the endorsement to Owner, and (4) submit a copy of the railroad protective policy and other railroad-required documentation to the railroad, and notify Owner of such submittal. Railroad Protective Liability Insurance Policy limits of not less than: Each Claim $ N/A Aggregate $ N/A P. Unmanned Aerial Vehicle Liability Insurance: If Contractor uses unmanned aerial vehicles Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 12 of 30 (UAV—commonly referred to as drones) at the Site or in support of any aspect of the Work, Contractor shall obtain UAV liability insurance in the amounts stated; name Owner, Engineer, and all individuals and entities identified in the Supplementary Conditions as additional insureds; and provide a certificate to Owner confirming Contractor’s compliance with this requirement. Such insurance will provide coverage for property damage, bodily injury or death, and invasion of privacy. Unmanned Aerial Vehicle Liability Insurance Policy limits of not less than: Each Claim $ N/A General Aggregate $ N/A Q. Other Required Insurance: 6.04 Builder’s Risk and Other Property Insurance SC-6.04 Delete Paragraph 6.04.A and insert the following in its place: A. Owner shall purchase and maintain builder’s risk insurance upon the Work on a completed value basis, in the amount of the Work’s full insurable replacement cost (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). The specific requirements applicable to the builder’s risk insurance are set forth in the Supplementary Conditions. SC-6.04 Supplement Paragraph 6.04 of the General Conditions with the following provisions: F. Builder’s Risk Requirements: The builder’s risk insurance must: 1. be written on a builder’s risk “all risk” policy form that at a minimum includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment stored and in transit, and must not exclude the coverage of the following risks: fire; windstorm; hail; flood; earthquake, volcanic activity, and other earth movement; lightning; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; and water damage (other than that caused by flood). a. Such policy will include an exception that results in coverage for ensuing losses from physical damage or loss with respect to any defective workmanship, methods, design, or materials exclusions. b. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake, volcanic activity, and other earth movement; or flood, are not commercially available under builder’s risk policies, by endorsement or otherwise, such insurance will be provided through other insurance policies acceptable to Owner and Contractor. 2. cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 13 of 30 construction, erection, or completion of the Work, including Owner-furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures. 3. cover expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of contractors, engineers, and architects). 4. extend to cover damage or loss to insured property while in temporary storage at the Site or in a storage location outside the Site (but not including property stored at the premises of a manufacturer or Supplier). If this coverage is subject to a sublimit, such sublimit will be a minimum of $ N/A. 5. extend to cover damage or loss to insured property while in transit. If this coverage is subject to a sublimit, such sublimit will be a minimum of $ N/A. 6. allow for the waiver of the insurer’s subrogation rights, as set forth in this Contract. 7. allow for partial occupancy or use by Owner by endorsement, and without cancellation or lapse of coverage. 8. include performance/hot testing and start-up, if applicable. 9. be maintained in effect until the Work is complete, as set forth in Paragraph 15.06.D of the General Conditions, or until written confirmation of Owner’s procurement of property insurance following Substantial Completion, whichever occurs first. 10 include as named insureds the Owner, Contractor, Subcontractors (of every tier), and any other individuals or entities required by this Contract to be insured under such builder’s risk policy. For purposes of Paragraphs 6.04, 6.05, and 6.06 of the General Conditions, and this and all other corresponding Supplementary Conditions, the parties required to be insured will be referred to collectively as “insureds.” In addition to Owner, Contractor, and Subcontractors of every tier, include as insureds the following: a. None 11. include, in addition to the Contract Price amount, the value of the following equipment and materials to be installed by the Contractor but furnished by the Owner or third parties: a. None 12. If debris removal in connection with repair or replacement of insured property is subject to a coverage sublimit, such sublimit will be a minimum of $ None . 13. In addition to the coverage sublimits stated above, the following coverages are also Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 14 of 30 subject to sublimits, as follows: a. None If this coverage is subject to a sublimit, such sublimit will be a minimum of $ None . SC-6.04 Supplement Paragraph 6.04 of the General Conditions with the following provision: G. Coverage for Completion Delays: The builder’s risk policy will include, for the benefit of Owner, loss of revenue and soft cost coverage for losses arising from delays in completion that result from covered physical losses or damage. Such coverage will include, without limitation, fixed expenses and debt service for a minimum of 12 months with a maximum deductible of 30 days, compensation for loss of net revenues, rental costs, and attorneys’ fees and engineering or other consultants’ fees, if not otherwise covered. SC-6.04 Supplement Paragraph 6.04 of the General Conditions with the following provisions: H. Builder’s Risk and Other Property Insurance Deductibles: The purchaser of any required builder’s risk, installation floater, or other property insurance will be responsible for costs not covered because of the application of a policy deductible. 1. The builder’s risk policy (or if applicable the installation floater) will be subject to a deductible amount of no more than $ 10,000 for direct physical loss in any one occurrence. SC-6.04 Delete Paragraph 6.04.A of the General Conditions and substitute the following in its place: A. Installation Floater 1. Contractor shall provide and maintain installation floater insurance on a broad form or “all risk” policy providing coverage for materials, supplies, machinery, fixtures, and equipment that will be incorporated into the Work (“Covered Property”). Coverage under the Contractor’s installation floater will include loss from covered “all risk” causes (perils) to Covered Property: a. of the Contractor, and Covered Property of others that is in Contractor’s care, custody, and control; b. while in transit to the Site, including while at temporary storage sites; c. while at the Site awaiting and during installation, erection, and testing; d. continuing at least until the installation or erection of the Covered Property is completed, and the Work into which it is incorporated is accepted by Owner. 2. The installation floater coverage cannot be contingent on an external cause or risk, or limited to property for which the Contractor is legally liable. 3. The installation floater coverage will be in an amount sufficient to protect Contractor’s interest in the Covered Property. The Contractor will be solely responsible for any deductible carried under this coverage. 4. This policy will include a waiver of subrogation applicable to Owner, Contractor, Engineer, all Subcontractors, and the officers, directors, partners, employees, agents and other consultants and subcontractors of any of them. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 15 of 30 ARTICLE 7—CONTRACTOR’S RESPONSIBILITIES 7.03 Labor; Working Hours SC-7.03 Ad d the following new subparagraphs immediately after Paragraph 7.03.C: 1. Regular working hours will be 7:00 AM to 7:00 PM . 2. Owner's legal holidays are New Years Day Martin Luther King Jr. Day, President’s Day, Memorial Day, Juneteenth, Independence Day, Labor Day, Indigenous People’s Day. Veterans Day General Election Day (alternate years), Thanksgiving Day, Wellness Day (observed day after Thanksgiving) and Christmas Day. SC-7.03 Amend the first and second sentences of Paragraph 7.03.C to state “…all Work at the Site must be performed during regular working hours, Monday through Friday. Contractor will not perform Work on a Saturday, Sunday or any legal holiday.” SC-7.03 Delete Paragraph 7.03.C in its entirety, and insert the following: C. In the absence of any Laws or Regulations to the contrary, Contractor may perform the Work on holidays, during any or all hours of the day, and on any or all days of the week, at Contractor's sole discretion. SC-7.03 Add the following new paragraph immediately after Paragraph 7.03.C: D. Contractor shall be responsible for the cost of any overtime pay or other expense incurred by the Owner for Engineer’s services (including those of the Resident Project Representative, if any), Owner's representative, and construction observation services, occasioned by the performance of Work on Saturday, Sunday, any legal holiday, or as overtime on any regular work day. If Contractor is responsible but does not pay, or if the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under Article 15. SC-7.03 Add the following new subparagraph immediately after Paragraph SC-7.03.D: 1. For purposes of administering the foregoing requirement, additional overtime costs are defined as . 7.10 Taxes SC-7.10 Add a new paragraph immediately after Paragraph 7.10.A: A. Owner is exempt from payment of sales and compensating use taxes of the State of Montana and of cities and counties thereof on all materials to be incorporated into the Work. 1. Owner will furnish the required certificates of tax exemption to Contractor for use in the purchase of supplies and materials to be incorporated into the Work. 2. Owner’s exemption does not apply to construction tools, machinery, equipment, or other property purchased by or leased by Contractor, or to supplies or materials not incorporated into the Work. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 16 of 30 7.13 Safety and Protection SC-7.13 Insert the following after the second sentence of Paragraph 7.13.G: The following Owner safety programs are applicable to the Work: None _. SC-7.16.A.1.c – Amend paragraph by deleting the last period and adding: , including Manufacturer’s Certification letter for any item in the submittal subject to American Iron and Steel requirements and include the Certificate in the submittal. Refer to Manufacturer’s Certification Letter provided in these Contract Documents. SC-7.16.C.9 – Add new paragraph immediately after Paragraph 7.16.C.8: 9. Engineer’s review and approval of a Shop Drawing or Sample shall include review of Manufacturers’ Certifications in order to document compliance with American Iron and Steel requirements, as applicable. SC-7.17.F – Add new paragraph immediately after Paragraph 7.17.E: F. Contractor shall certify upon Substantial Completion that all Work and Materials have complied with American Iron and Steel requirements as mandated by Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference. Contractor shall provide said Certification to Owner. Refer to General Contractor’s Certification Letter provided in these Contract Documents. ARTICLE 8—OTHER WORK AT THE SITE 8.02 Coordination SC-8.02 Add the following new Paragraph 8.02.C immediately after Paragraph 8.02.B: C. Owner intends to contract with others for the performance of other work at or adjacent to the Site. 1. Director of Transportation and Engineering, Director of Utilities or their representative shall have authority and responsibility for coordination of the various contractors and work forces at the Site; 2. The following specific matters are to be covered by such authority and responsibility: work by others if any as described in the special provisions 3. The extent of such authority and responsibilities is: work done by City of Bozeman Personnel. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 17 of 30 ARTICLE 9—OWNER’S RESPONSIBILITIES 9.13 Owner’s Site Representative SC-9.13 Add the following new paragraph immediately after Paragraph 9.12 of the General Conditions: 9.13 Owner’s Site Representative A. Owner will furnish an “Owner’s Site Representative” to represent Owner at the Site and assist Owner in observing the progress and quality of the Work. The Owner’s Site Representative is not Engineer’s consultant, agent, or employee. Owner’s Site Representative will be City Inspector. The authority and responsibilities of Owner’s Site Representative follow: same as the Resident Project Representative as specified in 10.03 _. ARTICLE 10—ENGINEER’S STATUS DURING CONSTRUCTION 10.03 Resident Project Representative SC-10.03 Add the following new subparagraph immediately after Paragraph 10.03.A: 1. On this Project, by agreement with the Owner, the Engineer will not furnish a Resident Project Representative to represent Engineer at the Site or assist Engineer in observing the progress and quality of the Work. SC-10.03 Add the following new paragraphs immediately after Paragraph 10.03.B: C. The Resident Project Representative (RPR) will be Engineer's representative at the Site. RPR's dealings in matters pertaining to the Work in general will be with Engineer and Contractor. RPR's dealings with Subcontractors will only be through or with the full knowledge or approval of Contractor. The RPR will: 1. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, progress meetings, job conferences, and other Project-related meetings (but not including Contractor’s safety meetings), and as appropriate prepare and circulate copies of minutes thereof. 2. Safety Compliance: Comply with Site safety programs, as they apply to RPR, and if required to do so by such safety programs, receive safety training specifically related to RPR’s own personal safety while at the Site. 3. Liaison a. Serve as Engineer’s liaison with Contractor. Working principally through Contractor’s authorized representative or designee, assist in providing information regarding the provisions and intent of the Contract Documents. b. Assist Engineer in serving as Owner’s liaison with Contractor when Contractor’s operations affect Owner’s on-Site operations. c. Assist in obtaining from Owner additional details or information, when required for Contractor’s proper execution of the Work. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 18 of 30 4. Review of Work; Defective Work a. Conduct on-Site observations of the Work to assist Engineer in determining, to the extent set forth in Paragraph 10.02, if the Work is in general proceeding in accordance with the Contract Documents. b. Observe whether any Work in place appears to be defective. c. Observe whether any Work in place should be uncovered for observation, or requires special testing, inspection or approval. 5. Inspections and Tests a. Observe Contractor-arranged inspections required by Laws and Regulations, including but not limited to those performed by public or other agencies having jurisdiction over the Work. b. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Work. 6. Payment Requests: Review Applications for Payment with Contractor. 7. Completion a. Participate in Engineer’s visits regarding Substantial Completion. b. Assist in the preparation of a punch list of items to be completed or corrected. c. Participate in Engineer’s visit to the Site in the company of Owner and Contractor regarding completion of the Work, and prepare a final punch list of items to be completed or corrected by Contractor. d. Observe whether items on the final punch list have been completed or corrected. D. The RPR will not: 1. Authorize any deviation from the Contract Documents or substitution of materials or equipment (including “or-equal” items). 2. Exceed limitations of Engineer’s authority as set forth in the Contract Documents. 3. Undertake any of the responsibilities of Contractor, Subcontractors, or Suppliers. 4. Advise on, issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction. 5 Advise on, issue directions regarding, or assume control over security or safety practices, precautions, and programs in connection with the activities or operations of Owner or Contractor. 6. Participate in specialized field or laboratory tests or inspections conducted off-site by others except as specifically authorized by Engineer. 7. Authorize Owner to occupy the Project in whole or in part. ARTICLE 11—CHANGES TO THE CONTRACT SC-11.02.C – Add new paragraph immediately after Paragraph 11.02.B: Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 19 of 30 C. The Engineer or Owner shall contact the Agency for concurrence on each Change Order prior to issuance. All Contract Change Orders must be concurred on (signed) by Agency before they are effective. SC-11.03.A.2 - Add new Paragraph 11.03.A.2 immediately after Paragraph 11.03.A, which shall be renamed Paragraph 11.03.A.1: 2. The Engineer or Owner shall contact the Agency for concurrence on each Work Change Directive prior to issuance. Once authorized by Owner, a copy of each Work Change Directive shall be provided by Engineer to the Agency. SC-11.05.B – Add the following at the end of this paragraph: For Owner-authorized changes in the Work, the Contractor will provide the Manufacturer’s Certification(s) for materials subject to American Iron and Steel requirements except when sole-source is specified, in which case the Engineer will provide the Manufacturer’s Certification(s). SC-11.09.B.2.c – Add new paragraph immediately after Paragraph 11.09.B.2.b: c. Change orders involving materials subject to American Iron and Steel requirements shall include supporting data (name of Manufacturer, city and state where the product was manufactured, description of product, signature of authorized Manufacturer’s representative) in the Manufacturer’s Certification Letter, as applicable. ARTICLE 12—CLAIMS No suggested Supplementary Conditions in this Article. ARTICLE 13—COST OF WORK; ALLOWANCES, UNIT PRICE WORK 13.01 Cost of the Work SC-13.01 Supplement Paragraph 13.01.B.5.c.(2) by adding the following sentence: The equipment rental rate book that governs the included costs for the rental of machinery and equipment owned by Contractor (or a related entity) under the Cost of the Work provisions of this Contract is the most current edition of Rental rate blue book for construction equipment. SC-13.01 Supplement Paragraph 13.01.C.2 by adding the following definition of small tools and hand tools: a. For purposes of this paragraph, “small tools and hand tools” means any tool or equipment whose current price if it were purchased new at retail would be less than $500. [or insert other threshold price.] SC-13.02.C – Delete paragraph in its entirety and insert ”Deleted”. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 20 of 30 13.03 Unit Price Work SC-13.03 Delete Paragraph 13.03.E in its entirety and insert the following in its place: E. Adjustments in Unit Price 1. Contractor or Owner shall be entitled to an adjustment in the unit price with respect to an item of Unit Price Work if: a. the extended price of a particular item of Unit Price Work amounts to 10% percent or more of the Contract Price (based on estimated quantities at the time of Contract formation) and the variation in the quantity of that particular item of Unit Price Work actually furnished or performed by Contractor differs by more than 25% percent from the estimated quantity of such item indicated in the Agreement; and b. Contractor’s unit costs to perform the item of Unit Price Work have changed materially and significantly as a result of the quantity change. 2. The adjustment in unit price will account for and be coordinated with any related changes in quantities of other items of Work, and in Contractor’s costs to perform such other Work, such that the resulting overall change in Contract Price is equitable to Owner and Contractor. 3. Adjusted unit prices will apply to all units of that item. ARTICLE 15—PAYMENTS TO CONTRACTOR, SET OFFS; COMPLETIONS; CORRECTION PERIOD 15.01 Progress Payments SC-15.01.B.4 – Add the following language at the end of paragraph: No payments will be made that would deplete the retainage, place in escrow any funds that are required for retainage or invest the retainage for the benefit of the Contractor. SC-15.01.B.5 – Add new paragraph immediately after Paragraph 15.01.B.4: 5. The Application for Payment form to be used on this Project is EJCDC® C-620. The Agency must approve all Applications for Payment before payment is made. SC-15.01.B.6 – Add new paragraph immediately after Paragraph 15.01.B.5: 6. By submitting an Application for Payment based in whole or in part on furnishing equipment or materials, Contractor certifies that such equipment and materials are compliant with American Iron and Steel requirements. Manufacturer’s Certification letter Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 21 of 30 for materials satisfy this requirement. Refer to Manufacturer’s Certification Letter provided in these Contract Documents. SC-15.01.C.2.d – Add the following new paragraph immediately after Paragraph 15.01.C.2.c: d. The materials presented for payment in an Application for Payment comply with American Iron and Steel requirements. SC-15.01.D.1 – Delete paragraph in its entirety and insert the following in its place: The Application for Payment with Engineer’s recommendations will be presented to the Owner and Agency for consideration. If both the Owner and Agency find the Application for Payment acceptable, the recommended amount less any reduction under the provisions of Paragraph 15.01.E will become due twenty (20) days after the Application for Payment is presented to the Owner, and the Owner will make payment to the Contractor. SC-15.01 Add the following new Paragraph 15.01.F: F. For contracts in which the Contract Price is based on the Cost of Work, if Owner determines that progress payments made to date substantially exceed the actual progress of the Work (as measured by reference to the Schedule of Values), or present a potential conflict with the Guaranteed Maximum Price, then Owner may require that Contractor prepare and submit a plan for the remaining anticipated Applications for Payment that will bring payments and progress into closer alignment and take into account the Guaranteed Maximum Price (if any), through reductions in billings, increases in retainage, or other equitable measures. Owner will review the plan, discuss any necessary modifications, and implement the plan as modified for all remaining Applications for Payment. SC-15.02.A – Amend paragraph by striking out the following text: “7 days after”. 15.03 Substantial Completion SC-15.03.A – Modify by adding the following after the last sentence: Contractor shall also submit the General (Prime) Contractor’s Certification of Compliance certifying that to the best of the Contractor’s knowledge and belief all substitutes, equals, and all Iron and Steel products proposed in the Shop Drawings, Change Orders, and Partial Payment Estimates, and those installed for the Project, are either Produced in the United States or are the subject of an approved waiver under Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 22 of 30 Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference. SC-15.03 Add the following new subparagraph to Paragraph 15.03.B: 1. If some or all of the Work has been determined not to be at a point of Substantial Completion and will require re-inspection or re-testing by Engineer, the cost of such re- inspection or re-testing, including the cost of time, travel and living expenses, will be paid by Contractor to Owner. If Contractor does not pay, or the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under this Article 15. 15.08 Correction Period SC-15.08 Add the following new Paragraph 15.08.G: G. The correction period specified as one year after the date of Substantial Completion in Paragraph 15.08.A of the General Conditions is hereby revised to be the number of years set forth in SC-6.01.B.1; or if no such revision has been made in SC-6.01.B, then the correction period is hereby specified to be TWO years after Substantial Completion. ARTICLE 16—SUSPENSION OF WORK AND TERMINATION No suggested Supplementary Conditions in this Article. ARTICLE 17—FINAL RESOLUTIONS OF DISPUTES 17.02 Arbitration SC-17.02 Add the following new paragraph immediately after Paragraph 17.01. 17.02 Arbitration A. All matters subject to final resolution under this Article will be settled by arbitration administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules (subject to the conditions and limitations of this Paragraph SC-17.02). Any controversy or claim in the amount of $100,000 or less will be settled in accordance with the American Arbitration Association’s supplemental rules for Fixed Time and Cost Construction Arbitration. This agreement to arbitrate will be specifically enforceable under the prevailing law of any court having jurisdiction. B. The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitration administrator, and a copy will be sent to Engineer for information. The demand for arbitration will be made within the specific time required in Article 17, or if no specified time is applicable within a reasonable time after the matter in question has arisen, and in no event will any such demand be made after the date when institution of legal or equitable proceedings based on such matter in question would be barred by the applicable statute of limitations. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 23 of 30 C. The arbitrator(s) must be licensed engineers, contractors, attorneys, or construction managers. Hearings will take place pursuant to the standard procedures of the Construction Arbitration Rules that contemplate in-person hearings. The arbitrators will have no authority to award punitive or other damages not measured by the prevailing party's actual damages, except as may be required by statute or the Contract. Any award in an arbitration initiated under this clause will be limited to monetary damages and include no injunction or direction to any party other than the direction to pay a monetary amount. D. The Arbitrators will have the authority to allocate the costs of the arbitration process among the parties, but will only have the authority to allocate attorneys' fees if a specific Law or Regulation or this Contract permits them to do so. E. The award of the arbitrators must be accompanied by a reasoned written opinion and a concise breakdown of the award. The written opinion will cite the Contract provisions deemed applicable and relied on in making the award. F. The parties agree that failure or refusal of a party to pay its required share of the deposits for arbitrator compensation or administrative charges will constitute a waiver by that party to present evidence or cross-examine witness. In such event, the other party shall be required to present evidence and legal argument as the arbitrator(s) may require for the making of an award. Such waiver will not allow for a default judgment against the non-paying party in the absence of evidence presented as provided for above. G. No arbitration arising out of or relating to the Contract will include by consolidation, joinder, or in any other manner any other individual or entity (including Engineer, and Engineer’s consultants and the officers, directors, partners, agents, employees or consultants of any of them) who is not a party to this Contract unless: 1. the inclusion of such other individual or entity will allow complete relief to be afforded among those who are already parties to the arbitration; 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration, and which will arise in such proceedings; 3. such other individual or entity is subject to arbitration under a contract with either Owner or Contractor, or consents to being joined in the arbitration; and 4. the consolidation or joinder is in compliance with the arbitration administrator’s procedural rules. H. The award will be final. Judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal, subject to provisions of the Laws and Regulations relating to vacating or modifying an arbitral award. I. Except as may be required by Laws or Regulations, neither party nor an arbitrator may disclose the existence, content, or results of any arbitration hereunder without the prior written consent of both parties, with the exception of any disclosure required by Laws and Regulations or the Contract. To the extent any disclosure is allowed pursuant to the exception, the disclosure must be strictly and narrowly limited to maintain confidentiality to the extent possible. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 24 of 30 17.03 Attorneys’ Fees SC-17.03 Add the following new paragraph immediately after Paragraph 17.02. [Note: If there is no Paragraph 17.02, because neither arbitration nor any other dispute resolution process has been specified here in the Supplementary Conditions, then revise this to state “Add the following new Paragraph immediately after Paragraph 17.01” and revise the numbering accordingly]. 17.03 Attorneys’ Fees A. For any matter subject to final resolution under this Article, the prevailing party shall be entitled to an award of its attorneys’ fees incurred in the final resolution proceedings, in an equitable amount to be determined in the discretion of the court, arbitrator, arbitration panel, or other arbiter of the matter subject to final resolution, taking into account the parties’ initial demand or defense positions in comparison with the final result. ARTICLE 18—MISCELLANEOUS 18.08 Assignment of Contract SC-18.08 Add the following new paragraph immediately after Paragraph 18.08.A: B. The contract dated between Owner as “buyer” and as “seller” for procurement of goods and special services (“procurement contract”) assigned to Contractor by Owner, and Contractor [accepts] [will accept] such assignment. A form documenting the assignment is attached as an exhibit to this Contract. 1. This assignment will occur on the _, and will relieve the Owner as “buyer” from all further obligations and liabilities under the procurement contract. 2. Upon assignment, the “seller” will be a Subcontractor or Supplier of the Contractor, and Contractor will be responsible for seller’s performance, acts, and omissions, as set forth in Paragraph 7.07 of the General Conditions just as Contractor is responsible for all other Subcontractors and Suppliers. 3. Notwithstanding this assignment, all performance guarantees and warranties required by the procurement contract will continue to run for the benefit of the Owner and, in addition, for the benefit of the Contractor. 4. Except as noted in the procurement contract, all rights, duties and obligations of Engineer to “buyer” and “seller” under the procurement contract will cease _. SC-18.11 – Add new paragraph immediately after Paragraph 18.10: 18.11 Tribal Sovereignty A. No provision of this Agreement will be construed by any of the signatories as abridging or debilitating any sovereign powers of the Tribe; affecting the trust- Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 25 of 30 beneficiary relationship between the Secretary of the Interior, Tribe, and Indian landowner(s); or interfering with the government-to-government relationship between the United States and the Tribe. SC-19 – Add the following new Article 19 immediately after Article 18: Article 19 - FEDERAL REQUIREMENTS 19.01 Agency Not a Party A. This Contract is expected to be funded in part with funds provided by Agency. Neither Agency, nor any of its departments, entities, or employees, is a party to this Contract. 19.02 Contract Approval A. Owner and Contractor will furnish Owner’s attorney such evidence as required so that Owner’s attorney can complete and execute the “Certificate of Owner’s Attorney” (Exhibit G of this Bulletin) before Owner submits the executed Contract Documents to Agency for approval. B. Agency concurrence is required on both the Bid and the Contract before the Contract is effective. 19.03 Conflict of Interest A. Contractor may not knowingly contract with a Supplier or Manufacturer if the individual or entity who prepared the Drawings and Specifications has a corporate or financial affiliation with the Supplier or Manufacturer. Owner’s officers, employees, or agents shall not engage in the award or administration of this Contract if a conflict of interest, real or apparent, would be involved. Such a conflict would arise when: (i) the employee, officer or agent; (ii) any member of their immediate family; (iii) their partner or (iv) an organization that employs, or is about to employ, any of the above, has a financial interest or other interest in or a tangible personal benefit from the Contractor. Owner’s officers, employees, or agents shall neither solicit nor accept gratuities, favors or anything of monetary value from Contractor or subcontractors. 19.04 Gratuities A. If Owner finds after a notice and hearing that Contractor, or any of Contractor’s agents or representatives, offered or gave gratuities (in the form of entertainment, gifts, or otherwise) to any official, employee, or agent of Owner or Agency in an attempt to secure this Contract or favorable treatment in awarding, amending, or making any determinations related to the performance of this Contract, Owner may, by written notice to Contractor, terminate this Contract. Owner may also pursue other rights and remedies that the law or Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 26 of 30 this Contract provides. However, the existence of the facts on which Owner bases such findings shall be an issue and may be reviewed in proceedings under the dispute resolution provisions of this Contract. B. In the event this Contract is terminated as provided in paragraph 19.04.A, Owner may pursue the same remedies against Contractor as it could pursue in the event of a breach of this Contract by Contractor. As a penalty, in addition to any other damages to which it may be entitled by law, Owner may pursue exemplary damages in an amount (as determined by Owner) which shall not be less than three nor more than ten times the costs Contractor incurs in providing any such gratuities to any such officer or employee. 19.05 Small, Minority and Women’s Businesses A. If Contractor intends to let any subcontracts for a portion of the work, Contractor will take all necessary affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used when possible. Affirmative steps will include: 1. Placing qualified small and minority businesses and women's business enterprises on solicitation lists; 2. Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; 3. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; 4. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; 5. Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 19.06 Anti-Kickback A. Contractor shall comply with the Copeland Anti-Kickback Act (40 USC 3145) as supplemented by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or Grants of the United States”). The Act provides that Contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public facilities, to give up any part of the compensation to which they are otherwise entitled. Owner shall report all suspected or reported violations to Agency. 19.07 Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 27 of 30 A. Contractor to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). 19.08 Equal Employment Opportunity A. The Contract is considered a federally assisted construction contract. Except as otherwise provided under 41 CFR Part 60, all contracts that meet the definition of “federally assisted construction contract” in 41 CFR Part 60-1.3 must include the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” 19.09 Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) A. Contractors that apply or bid for an award exceeding $100,000 must file the required certification (RD Instruction 1940-Q Exhibit A-1). The Contractor certifies to the Owner and every subcontractor certifies to the Contractor that it will not and has not used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining the Contract if it is covered by 31 U.S.C. 1352. The Contractor and every subcontractor must also disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the Owner. Necessary certification and disclosure forms shall be provided by Owner. 19.10 Environmental Requirements A. When constructing a Project involving trenching and/or other related earth excavations, Contractor shall comply with the following environmental conditions: 1. Wetlands – When disposing of excess, spoil, or other Construction Materials on public or private property, Contractor shall not fill in or otherwise convert wetlands. 2. Floodplains – When disposing of excess, spoil, or other Construction Materials on public or private property, Contractor shall not fill in or otherwise convert 100-year floodplain areas (Standard Flood Hazard Area) delineated on the latest Federal Emergency Management Agency Floodplain Maps, or other appropriate maps, e.g., alluvial soils on NRCS Soil Survey Maps. 3. Historic Preservation - Applicants shall ensure that Contractors maintain a copy of the following inadvertent discovery plan onsite for review: Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 28 of 30 a. If during the course of any ground disturbance related to any Project, any post review discovery, including but not limited to, any artifacts, foundations, or other indications of past human occupation of the area are uncovered, shall be protected by complying with 36 CFR § 800.13(b)(3) and (c) and shall include the following: i. All Work, including vehicular traffic, shall immediately stop within a 50 ft. radius around the area of discovery. The Contractor shall ensure barriers are established to protect the area of discovery and notify the Engineer to contact the appropriate RD personnel. The Engineer shall engage a Secretary of the Interior (SOI) qualified professional archeologist to quickly assess the nature and scope of the discovery; implement interim measures to protect the discovery from looting and vandalism; and establish broader barriers if further historic and/or precontact properties, can reasonably be expected to occur. ii. The RD personnel shall notify the appropriate RD environmental staff member, the Federal Preservation Officer (FPO), and State Historic Preservation Office (SHPO) immediately. Indian tribe(s) or Native Hawaiian Organization (NHOs) that have an interest in the area of discovery shall be contacted immediately. The SHPO may require additional tribes or NHOs who may have an interest in the area of discovery also be contacted. The notification shall include an assessment of the discovery provided by the SOI qualified professional archeologist. iii. When the discovery contains burial sites or human remains, the Contractor shall immediately notify the appropriate RD personnel who will contact the RD environmental staff member, FPO, and the SHPO. The relevant law enforcement authorities shall be immediately contacted by onsite personnel to reduce delay times, in accordance with tribal, state, or local laws including 36 CFR Part 800.13; 43 CFR Part 10, Subpart B; and the Advisory Council on Historic Preservation’s Policy Statement Regarding treatment of Burial Sites, Human Remains, or Funerary Objects (February 23, 2007). iv. When the discovery contains burial sites or human remains, all construction activities, including vehicular traffic shall stop within a 100 ft. radius of the discovery and barriers shall be established. The evaluation of human remains shall be conducted at the site of discovery by a SOI qualified professional. Remains that have been removed from their primary context and where that context may be in question may be retained in a secure location, pending further decisions on treatment and disposition. RD may expand this radius based Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 29 of 30 on the SOI professional’s assessment of the discovery and establish broader barriers if further subsurface burial sites, or human remains can reasonably be expected to occur. RD, in consultation with the SHPO and interested tribes or NHOs, shall develop a plan for the treatment of native human remains. v. Work may continue in other areas of the undertaking where no historic properties, burial sites, or human remains are present. If the inadvertent discovery appears to be a consequence of illegal activity such as looting, the onsite personnel shall contact the appropriate legal authorities immediately if the landowner has not already done so. vi. Work may not resume in the area of the discovery until a notice to proceed has been issued by RD. RD shall not issue the notice to proceed until it has determined that the appropriate local protocols and consulting parties have been consulted. vii. Inadvertent discoveries on federal and tribal land shall follow the processes required by the federal or tribal entity. 4. Endangered Species – Contractor shall comply with the Endangered Species Act, which provides for the protection of endangered and/or threatened species and critical habitat. Should any evidence of the presence of endangered and/or threatened species or their critical habitat be brought to the attention of Contractor, Contractor will immediately report this evidence to Owner and a representative of Agency. Construction shall be temporarily halted pending the notification process and further directions issued by Agency after consultation with the U.S. Fish and Wildlife Service. 5. Mitigation Measures – The following environmental mitigation measures are required on this Project: [Insert mitigation measures from the Letter of Conditions here]. 19.11 Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708) A. Where applicable, for contracts awarded by the Owner in excess of $100,000 that involve the employment of mechanics or laborers, the Contractor will comply with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, the Contractor will compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic will be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 30 of 30 19.12 Debarment and Suspension (Executive Orders 12549 and 12689) A. A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. 19.13 Procurement of recovered materials A. The Contractor will comply with 2 CFR Part 200.322, “Procurement of recovered materials.” 19.14 American Iron and Steel A. Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference applies an American Iron and Steel requirement to this project. All iron and steel products used in this project must be produced in the United States. The term “iron and steel products” means the following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and Construction Materials. B. The following waivers apply to this Contract: 1. De Minimis, 2. Minor Components, 3. Pig iron and direct reduced iron, and 4. [add project specific waivers as applicable]. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 MONTANA PREVAILING WAGE RATES FOR HIGHWAY CONSTRUCTION SERVICES 2025 Effective: July 1, 2025 Note: These are revised 2025 rates and supersede the rates that were published on January 11, 2025 Greg Gianforte, Governor State of Montana Sarah Swanson, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates, visit ESD at erd.dli.mt.gov/labor-standards or contact: Employment Standards Division Montana Department of Labor and Industry P. O. Box 8011 Helena, MT 59604 Phone 406-444-6543 The department welcomes questions, comments, and suggestions from the public. In addition, we’ll do our best to provide information in an accessible format, upon request, in compliance with the Americans with Disabilities Act. MONTANA PREVAILING WAGE REQUIREMENTS The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the Montana Code Annotated (MCA), has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of Section 18-2-401, et seq., MCA. It is required each employer pay (as a minimum) the rate of wages, including fringe benefits, travel allowance, zone pay and per diem applicable to the district in which the work is being performed as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the internet at erd.dli.mt.gov/labor-standards or by contacting the department at (406) 444-6543. In addition, this publication provides general information concerning compliance with Montana’s Prevailing Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing wage rates, please consult the regulations on the internet at erd.dli.mt.gov/labor-standards or contact the department at (406) 444-6543. SARAH SWANSON Commissioner Department of Labor and Industry State of Montana Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 2 TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: WAGE RATES: A.Date of Publication …………………………………………………………………………………………………….………………………………………………. 3 B.Definition of Highway Construction …………………………………………………………………………………………..………………………….......... 3 C.Definition of Public Works Contract ………………………………………………………………………………………………………………………….... 3 D.Prevailing Wage Schedule ………………………………………………………………………………………………………….……………………………… 3 E.Rates to Use for Projects ………………………………………………………………………………………………………………..…………………………… 3 F.Wage Rate Adjustments for Multiyear Contracts …………………………………………………………………………….…………………………… 3 G.Fringe Benefits ……………………………………………………………………………………………………………………………………………………………. 4 H.Dispatch City ………………………………………………………………………………………………………………………………………….……………………. 4 I.Zone Pay …………………………………………………………………………………………………………………………………………………………………….. 4 J.Computing Travel Benefits …………………………………………………………………………………………………………………….…………………… 4 K.Per Diem …………………………………………………………………………………………………………………………………………………………………….. 4 L.Apprentices …………………………………………………………………………………………………………………………………………………………..…….. 4 M.Posting Notice of Prevailing Wages ……………………………………………………………………………………………………………………………. 5 N.Employment Preference ………………………………………………………………………………………………………………………………….……....... 5 O.Projects of a Mixed Nature ............................................................................................................................................................ 5 P.Occupations Definitions Website ................................................................................................................................................... 5 Q.Welder Rates ……………………………………………………………………………………………………………………………………………………………. 5 R.Foreman Rates ………………………………………………………………………………………………………………………………………………..………. 5 BRICK, BLOCK, AND STONE MASONS ……………………………………………………………………………………………..………………………........ 6 CARPENTERS …………………………………………………………………………………………………………………………………………………………………….. 6 CEMENT MASONS AND CONCRETE FINISHERS …………………………………………………………………………….…………………………….. 6 CONSTRUCTION EQUIPMENT OPERATORS OPERATORS GROUP 1 ………………………………………………………………………………………………………………………………………………..... 6 OPERATORS GROUP 2 ………………………………………………………………………………………………………………………….………………………. 7 OPERATORS GROUP 3 ………………………………………………………………………………………………………………………….………………………. 7 OPERATORS GROUP 4 …………………………………………………………………………………………………………………………….……………………. 8 OPERATORS GROUP 5 …………………………………………………………………………………………………………………………….……………………. 8 OPERATORS GROUP 6 …………………………………………………………………………………………………………………………….……………………. 8 OPERATORS GROUP 7 ……………………………………………………………………………………………………………………………….…………………. 8 CONSTRUCTION LABORERS LABORERS GROUP 1 ……………………………………………………………………………………………………………………………….…………………. 9 LABORERS GROUP 2 ………………………………………………………………………………………………………………………………….………………. 9 LABORERS GROUP 3 ………………………………………………………………………………………………………………………………….………………. 9 LABORERS GROUP 4 ………………………………………………………………………………………………………………………………….………………. 10 DIVERS ………………………………………………………………………………………………………………………………………………………………………………. 10 DIVER TENDERS ………………………………………………………………………………………………………………………………………………….……………. 10 ELECTRICIANS …………………………………………………………………………………………………………………………………………………………………… 11 IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS …………………………………………………………………………………. 11 LINE CONSTRUCTION EQUIPMENT OPERATOR …………………………………………………………………………...………………………………………………..……………….. 11 GROUNDMAN ……………………………………………………………………………………………………………………………………………………..………….. 11 LINEMAN ……………………………………………………………………………………………………………………………………………………………………..….. 12 MILLWRIGHTS ………………………………………………………………………………………………………………………….……………………………..………….. 12 PAINTERS …………………………………………………………………………………………………………………………..…………..………………………………… 12 PILE BUCKS ……………………………………………………………………………………………………………………………………………………………………….. 12 TRUCK DRIVERS ……………………………………………………………………….........……………............................................................................ 13 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 3 A.Date of Publication January 13, 2025 B.Definition of Highway Construction The Administrative Rules of Montana (ARM), 24.17.501(3) – (3)(b), states “Highway construction projects include, but are not limited to, the construction, alteration, or repair of roads, streets, highways, runways, taxiways, alleys, trails, paths, and parking areas, bridges constructed or repaired in conjunction with highway work, and other similar projects not incidental to building construction or heavy construction. Highway construction projects include, but are not limited to, alleys, base courses, bituminous treatments, bridle paths, concrete pavement, curbs, excavation and embankment (for road construction), fencing (highway), grade crossing elimination (overpasses or underpasses), guard rails on highways, highway signs, highway bridges (overpasses, underpasses, grade separation), medians, parking lots, parkways, resurfacing streets and highways, roadbeds, roadways, runways, shoulders, stabilizing courses, storm sewers incidental to road construction, street paving, surface courses, taxiways, and trails.” C.Definition of Public Works Contract Section 18-2-401(11)(a), MCA defines “public works contract” as “…a contract for construction services let by the state, county, municipality, school district, or political subdivision or for nonconstruction services let by the state, county, municipality, or political subdivision in which the total cost of the contract is in excess of $25,000...”. D.Prevailing Wage Schedule This publication covers only Highway Construction occupations and rates in the specific localities mentioned herein.These rates will remain in effect until superseded by a more current publication. Current prevailing wage rate schedules for Building Construction, Heavy Construction and Nonconstruction Services occupations can be found on the internet at https://erd.dli.mt.gov/labor-standards/state-prevailing-wage-rates/ or by contacting the department at (406)444-6543. E.Rates to Use for Projects ARM, 24.17.127(1)(c), states “The wage rates applicable to a particular public works project are those in effect at the time the bid specifications are advertised.” F.Wage Rate Adjustments for Multiyear Contracts Section 18-2-417, MCA states:“(1) Any public works contract that by the terms of the original contract calls for more than 30 months to fully perform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers performing the contract. (2) The standard prevailing rate of wages paid to workers under a contract subject to this section must be adjusted 12 months after the date of the award of the public works contract. The amount of the adjustment must be a 3% increase. The adjustment must be made and applied every 12 months for the term of the contract. (3) Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency.” Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 4 G. Fringe Benefits Section 18-2-412, MCA states: “(1) To fulfill the obligation...a contractor or subcontractor may: (a) pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (b) make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund, plan, orprogram that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the U. S. department of labor; or (c) make payments using any combination of methods set forth in subsections (1)(a) and (1)(b) so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits and travel allowances, applicable to the district for the particular type of work being performed. (2) The fringe benefit fund, plan, or program described in subsection (1)(b) must provide benefits to workers or employees for health care, pensions on retirement or death, life insurance, disability and sickness insurance, orbona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the U. S. department of labor.” Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits are not to be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in effect that specifies otherwise. H.Dispatch City ARM, 24.17.103(11), defines dispatch city as “...the courthouse in the city from the following list which is closest to the center of the job: Billings, Bozeman, Butte, Great Falls, Helena, Kalispell, Miles City, Missoula and Sidney.” I.Zone Pay Zone pay is not travel pay. ARM, 24.17.103(25), defines zone pay as “...an amount added to the base pay; the combinedsum then becomes the new base wage rate to be paid for all hours worked on the project. Zone pay must be determinedby measuring the road miles one way over the shortest practical maintained route from the dispatch city to the center of the job.” See section H above for a list of dispatch cities. J.Computing Travel Benefits ARM, 24.17.103(23), states “ ‘Travel pay,’ also referred to as ‘travel allowance,’ is and must be paid for travel both to and from the job site, except those with special provisions listed under the classification. The rate is determined by measuring the road miles one direction over the shortest practical maintained route from the dispatch city or theemployee's home, whichever is closer, to the center of the job.” See section H above for a list of dispatch cities. K.Per Diem ARM, 24.17.103(19), states “ ‘Per diem’ typically covers costs associated with board and lodging expenses. Per diem is paid when an employee is required to work at a location outside the daily commuting distance and is required to stay at that location overnight or longer.” L.Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, Section 18-2-416(2), MCA states “…The full amount of any applicable fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract.” Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate journey level prevailing wage rate when working on a public works contract. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 5 M.Posting Notice of Prevailing Wages Section 18-2-406, MCA, provides that contractors, subcontractors, and employers who are “…performing work or providing construction services under public works contracts, as provided in this part, shall post in a prominent and accessible site on the project or staging area, not later than the first day of work and continuing for the entireduration of the project, a legible statement of all wages and fringe benefits to be paid to the employees.” N.Employment Preference Sections 18-2-403 and 18-2-409, MCA require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. O.Projects of a Mixed Nature Section 18-2-418, MCA states: “(1) The contracting agency shall determine, based on the preponderance of labor hours to be worked, whether the public works construction services project is classified as a highway construction project, a heavy construction project, or a building construction project. (2) Once the project has been classified, employees in each trade classification who are working on that project must be paid at the rate for that project classification” P. Occupations Definitions You can find definitions for these occupations on the following Bureau of Labor Statistics website: http://www.bls.gov/oes/current/oes_stru.htm Q.Welder Rates Welders receive the rate prescribed for the craft performing an operation to which welding is incidental. R.Foreman Rates Rates are no longer set for foremen. However, if a foreman performs journey level work, the foreman must be paid at least the journey level rate. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 6 WAGE RATES BRICK, BLOCK, AND STONE MASONS No Rate Established Travel: No Travel Pay Established ↑ Back to Table of Contents CARPENTERS Wage Benefit $36.49 $14.33 Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents CEMENT MASONS AND CONCRETE FINISHERS Wage Benefit $33.41 $16.51 Duties Include: Smooth and finish surfaces of poured concrete, such as floors, walks, sidewalks, or curbs. Align forms for sidewalks, curbs, or gutters. Zone Pay: 0-30 mi free zone 30-60 mi base pay+2.95/hr. >60 mi base pay+4.75/hr ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 1 Wage Benefit $32.47 $12.77 This group includes but is not limited to: Air Compressor; Auto Fine Grader; Belt Finishing; Boring Machine (Small); Cement Silo; Crane, A-Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-End Loader, under 1 cu. yd; Oiler, Heavy Duty Drills; Herman Nelson Heater; Mucking Machine; Oiler, All Except Cranes/Shovels; Pumpman. Zone Pay: No zone pay established. ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 7 CONSTRUCTION EQUIPMENT OPERATORS GROUP 2 Wage Benefit $35.70 $12.77 This group includes but is not limited to: Air Doctor; Backhoe\Excavator\Shovel, up to and incl. 3 cu. yds; Bit Grinder; Bitunimous Paving Travel Plant; Boring Machine, Large; Broom, Self-Propelled; Concrete Travel Batcher; Concrete Float & Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber-Tired, Push, & Side Boom; Elevating Grader\Gradall; Field Equipment Serviceman; Front-End Loader, 1 cu. yd up to and incl. 5 cu. yds; Grade Setter; Heavy Duty Drills, All Types; Hoist\Tugger, All; Hydralift Forklifts & Similar; Industrial Locomotive; Motor Patrol (except finish); Mountain Skidder; Oiler, Cranes\Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumpcrete\Grout Machine; Punch Truck; Roller, other than Asphalt; Roller, Sheepsfoot (Self- Propelled); Roller, 25 tons and over; Ross Carrier; Rotomill, under 6 ft; Trenching Machine; Washing /Screening Plant Zone Pay: No zone pay established. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 3 Wage Benefit $35.70 $12.77 This group includes but is not limited to: Asphalt Paving Machine; Asphalt Screed; Backhoe\Excavator\Shovel, over 3 cu. yds; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 tons and under; Curb Machine\Slip Form Paver; Finish Dozer; Front-End Loader, over 5 cu. yds; Mechanic\Welder; Pioneer Dozer; Roller Asphalt (Breakdown & Finish); Rotomill, over 6 ft; Scraper, Single, Twin, or Pulling Belly-Dump; YO-YO Cat Haul Truck, Articulating Trucks, Vac Truck. Zone Pay: No zone pay established. ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 8 CONSTRUCTION EQUIPMENT OPERATORS GROUP 4 Wage Benefit $36.91 $12.77 This group includes but is not limited to: Asphalt\Hot Plant Operator; Cranes, 25 tons up to and incl. 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. Zone Pay: No zone pay established. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 5 Wage Benefit $38.05 $12.77 This group includes but is not limited to: Cranes, 45 tons up to and incl. 74 tons. Zone Pay: No zone pay established. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 6 Wage Benefit $39.27 $12.77 This group includes but is not limited to: Cranes, 75 tons up to and incl. 149 tons; Cranes, Whirley (All). Zone Pay: No zone pay established. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 7 Wage Benefit $41.95 $12.77 This group includes but is not limited to: Cranes, 150 tons up to and incl. 250 tons; Cranes, over 250 tons—add $1.00 for every 100 tons over 250 tons; Crane, Tower (All); Crane Stiff-Leg or Derrick; Helicopter Hoist. Zone Pay: No zone pay established. ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 9 CONSTRUCTION LABORERS GROUP 1/FLAG PERSON FOR TRAFFIC CONTROL Wage Benefit $27.71 $12.80 Zone Pay: No zone pay established. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 2 Wage Benefit $30.87 $12.36 This group includes but is not limited to: General Labor; Asbestos Removal; Burning Bar; Bucket Man; Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement Handler (dry); Chuck Tender; Choker Setter; Concrete Worker; Curb Machine-lay Down; Crusher and Batch Worker; Heater Tender; Fence Erector; Landscape Laborer; Landscaper; Lawn Sprinkler Installer; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sign Erection; Guardrail and Jersey Rail; Spike Driver; Stake Jumper; Signalman; Tail Hoseman; Tool Checker and Houseman and Traffic Control Worker. Zone Pay: No zone pay established. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 3 Wage Benefit $31.10 $12.36 This group includes but is not limited to: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzleman; Jackhammer (Pavement Breaker) Non-Riding Rollers; Pipelayer; Posthole Digger (Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power and Tamper. Zone Pay: No zone pay established. ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 10 CONSTRUCTION LABORERS GROUP 4 Wage Benefit $32.12 $12.36 This group includes but is not limited to: Hod Carrier***; Water Well Laborer; Blaster; Wagon Driller; Asphalt Raker; Cutting Torch; Grade Setter; High-Scaler; Power Saws (Faller & Concrete); Powderman; Rock & Core Drill; Track or Truck Mounted Wagon Drill and Welder incl. Air Arc. Zone Pay: No zone pay established. ↑ Back to Table of Contents DIVERS Wage Benefit Stand-By $46.33 $18.38 Diving $92.66 $18.38 Depth Pay (Surface Diving) 0-20 ft. free zone >20-100 ft. $2.00 per ft. >100-150 ft. $3.00 per ft. >150-220 ft. $4.00 per ft. >220 ft. $5.00 per ft. Diving In Enclosures 0-25 ft. free zone >25-300 ft. $1.00 per ft. Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents DIVER TENDERS Wage Benefit $45.30 $18.38 The tender shall receive 2 hours at the straight time pay rate per shift for dressing and/or undressing a Diver when work is done under hyperbaric conditions. Zone Pay: 0-30 mi. free zone>30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 11 ELECTRICIANS Wage Benefit $39.08 $20.00 Travel: No mileage due when traveling in employer’s vehicle. The following travel allowance is applicable when traveling in employee’s vehicle: 0-18 mi. free zone >18-60 mi. federal mileage rate/mi. Per Diem District 4 >60 mi. $80.00/day Per Diem in Big Sky and West Yellowstone $125/day. ↑ Back to Table of Contents IRONWORKERS – REINFORCING IRON AND REBAR WORKERS Wage Benefit $34.83 $25.37 Duties Include: Structural steel erection; assemble prefabricated metal buildings; cut, bend, tie, and place rebar; energy producing windmill type towers; metal bleacher seating; handrail fabrication and ornamental steel. Travel: All Districts 0-45 mi. free zone >45-85 mi. $100.00/day >85 mi. $150.00/day ↑ Back to Table of Contents IRONWORKERS – STRUCTURAL IRON AND STEEL WORKERS Wage Benefit $30.43 $25.22 Duties Include: Structural steel erection; assemble prefabricated metal buildings; cut, bend, tie, and place rebar; energy producing windmill type towers; metal bleacher seating; handrail fabrication and ornamental steel. Travel: All Districts 0-45 mi. free zone>45-85 mi. $100.00/day >85 mi. $150.00/day LINE CONSTRUCTION – EQUIPMENT OPERATORS Wage Benefit $38.38 $18.60 Duties Include: All work on substations Travel: No Free Zone $60.00/day ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 12 LINE CONSTRUCTION – GROUNDMAN Wage Benefit $29.96 $17.64 Duties Include: All work on substations Travel: No Free Zone $60.00/day ↑ Back to Table of Contents LINE CONSTRUCTION – LINEMAN Wage Benefit $50.11 $19.88 Duties Include: All work on substations Travel: No Free Zone $60.00/day ↑ Back to Table of Contents MILLWRIGHTS Wage Benefit $40.45 $21.25 Zone Pay: 0-30 mi. free zone>30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. ↑ Back to Table of Contents PAINTERS Wage Benefit $36.00 $12.84 Zone Pay: No zone pay established. ↑ Back to Table of Contents Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $4.00/hr. >60 mi. base pay + $6.00/hr. PILE BUCKS Wage Benefit Duties Include: Set up crane; set up hammer; weld tips on piles; set leads; insure piles are driven straight with the use of level or plum bob. Give direction to crane operator as to speed, and direction of swing. Cut piles to grade. ↑ Back to Table of Contents $36.49 $14.33 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 13 TRUCK DRIVERS Wage Benefit Pilot Car Driver $28.21 $12.57 Truck Driver $35.74 $12.57 Truck drivers include but are not limited to: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Dumpman; Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers; Lowboys; Pickup; Powder Truck Driver; Power Boom; Serviceman; Service Truck/Fuel Truck/Tireperson; Truck Mechanic; Trucks with Power Equipment; Warehouseman, Partsman, Cardex and Warehouse Expeditor; Water Trucks. Zone Pay: No zone pay established. ↑ Back to Table of Contents Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 1 SPECIAL PROVISIONS SPECIAL PROVISIONS SP-1 SPECIFICATIONS AND CONTRACT DOCUMENTS The Bidding Requirements, Contract Forms, Conditions of the Contract, Standard General Conditions, and Specifications governing this contract are these Contract Documents, the Montana Public Works Standard Specifications (MPWSS), Seventh Edition, April 2021 and the City of Bozeman Modifications to the MPWSS, Seventh Edition, including all addenda. SP-2 GENERAL The following special provision items are included to supplement the standard specifications and to clarify items specific to this contract. These provisions are part of the overall specifications and, as such, shall be regarded in a like manner during the bidding process and during the construction phase. The special provision items shall govern during the construction phase and shall supersede items of like nature in the standard specifications. Precedence shall be given in the following order: 1) Special Provisions; 2) City of Bozeman Modifications to the MPWSS, Seventh Edition, including all addenda; 3) Montana Public Works Standard Specifications (MPWSS), Seventh Edition, April 2021. Contractor shall coordinate all construction activities through all phases of the project, the intent being to complete the proposed construction in a neat orderly fashion, in a timely manner, and with a minimum of disturbance to neighbors and the traveling public. The Contract Drawings consist of 22 sheets. Each sheet bears the following general title: OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188). Contractor shall construct project only using plan sheets marked “Issued for Construction”. SP-3 PROJECT DESCRIPTION The project consists of: Construction of accessibility, signal, and surface improvements at the West Oak Street & Ferguson Avenue intersection. SP-4 SCHEDULING Work on this project is anticipated to begin on or after June 1, 2026 and the anticipated duration is 60 calendar days. Project will be completed in the 2026 Construction Season. Prior to or at the Preconstruction Conference, the Contractor shall provide the Engineer with a Construction Progress Schedule showing the order, timing, and Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 2 SPECIAL PROVISIONS progress in which the Contractor proposes to complete the work. This schedule shall be in bar graph, CMP, or PERT format. The schedule shall be updated and resubmitted with each application for payment requested. SP-5 TRAFFIC CONTROL Two-way traffic shall be maintained on adjacent streets throughout the duration of construction; at least one lane in each direction shall be maintained. Disruption to bike/pedestrian routes shall be minimized to the greatest degree possible. The Contractor will be required to prepare and submit traffic control plans for review by the Engineer and approval by the City of Bozeman when any partial or full closure takes place. Traffic control plans shall include any use of temporary signals. The traffic control plans shall address the Contractor’s suggested phasing/sequencing and specific plans for access to the businesses listed above during each phase of the project. Coordinate with each individual business on the level of access needed and notify them of any changes in access throughout the project. Temporary traffic signing shall comply with City standards and the Manual on Uniform Traffic Control Devices. If during the course of work, additional signing is deemed necessary by the Contractor, the Contractor shall submit a written request to the Engineer for approval by the City of Bozeman. If the additional signing results in extra expenses, then the extra expenses shall be compensated through a change order to the contract and shall be executed in accordance with all references and requirements herein. No traffic control signs shall be placed on existing sign or utility poles, during construction. SP-6 PAYMENT AND PERFORMANCE BONDS Payment and Performance Bonds are required in accordance with the Montana Public Works Standard Specifications (MPWSS), Seventh Edition, April 2021. Bond forms have been provided in the Payment and Performance Bonds section of the Contract Documents. SP-7 PREVAILING WAGE RATES Work performed under this contract is not subject to the Federal Davis-Bacon Wage Rates. Montana Prevailing Wage Rates shall apply and are provided within this project manual. SP-8 PAYMENT OF CHANGE ORDERS Additional work, above and beyond the original contract work will not be paid for without a signed change order or contract amendment signed by the Owner prior to the start of any additional work. The one exception will be in the event verbal approval for a change order is granted by the Owner, a letter stating the same must be signed by the Owner prior to the start of any additional work. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 3 SPECIAL PROVISIONS Any work that has begun prior to obtaining approval from the Owner, or the exception listed above, will not be paid for by the Owner and will not be added to the contract. A reconciling change order showing final in-place quantity over-runs and under-runs will be prepared before the final payment to the Contractor. The unit prices will remain unchanged. This reconciling change order shall be prepared before authorization of final payment to the Contractor. SP-9 ADVERSE WEATHER SHUTDOWN The Contractor is advised that should the Contractor request an adverse weather shutdown and should such a shutdown be approved by the Engineer, all work on the project shall cease. The Engineer will not be available for work inspection during such shutdowns and any work completed by the Contractor during such a shutdown will not be accepted by the Engineer. In no case will an adverse weather shutdown be approved by the Engineer until all temporary services have been restored. During adverse weather shutdown, Contractor must maintain stormwater management facilities in accordance with the Stormwater Management and Erosion Control Permit and maintain all temporary roads and walkways. SP-10 BASIS OF PAYMENT The bid items included in the Bid Form include all items, which will receive payment under this contract. Additional work described in the Contract Documents or shown on the Plans, which is not specifically listed in the Bid Form, shall be considered incidental to the closest associated Bid Item. The basis for payment shall be as abbreviated on the Bid Form and defined below: LS = Lump Sum EA = Each LF = Linear Feet VF = Vertical Feet CY = Cubic Yard SY = Square Yard SF = Square Feet TN = Ton GL = Gallon At project completion, adjustments to quantities will be made based on actual amounts installed. Adjustments will not be made for Lump Sum items unless the scope of work is substantially changed during construction as determined by the Engineer. The Engineer shall have final authority in determining if the scope of work has substantially changed. If scope of work must be changed due to negligence or fault of the Contractor, additional payment for Lump Sum items shall not be made. Quantity Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 4 SPECIAL PROVISIONS adjustments to all non-lump sum items shall be measured by the Engineer in the presence of the Contractor. Payment for each item shall be for the finished product including all labor, materials, equipment, overhead, profit and any other miscellaneous items unless otherwise noted in the Contract Documents. Partial Payments of Lump Sum Bid Items. Payment for all lump sum items shall be made on the basis of percent of work complete on individual items at the time the Contractor submits the Application for Payment to the Engineer. If required by the Engineer, the Contractor shall provide evidence of percent of work complete. The percent of work shall then be determined by the judgment and calculations of the Engineer. SP-11 LIMITS OF CONSTRUCTION The Contractor is required to confine construction activities within the limits of the public right-of-way, public easements or designated City owned utility right-of-way easements, or designated construction or staging areas. Contractor shall not disturb existing natural vegetation more than is required for construction. Vacant lots and/or undeveloped land shall not be available for Contractor use during the course of construction, unless permission is obtained from the property owner. The contract limits are the limits of grading unless shown otherwise. The limits of clearing and grubbing are confined to the limits of grading and to specific limited locations where removals are noted on the plans or directed by the Engineer. The Contractor is required to protect all vegetation. Unless specifically designated for removal, all trees and other improvements in or adjacent to the project shall not be touched, trimmed or injured. All restoration outside the limits of the construction areas shall be at the Contractor’s expense. SP-12 STAGING AREA The staging area for this project shall be identified by the Contractor. The Contractor may use the existing right-of-way as a staging area provided the stored materials and/or equipment does not interfere with traffic or limit sight distance and does not block access to any intersecting roadways or driveways. Contractor shall obtain pre-approval to stage in the median. Contractor shall notify adjacent private property owners of any disruption in access to private property. If additional area is needed, the Contractor is responsible for securing the property. Any agreements made between Contractor and adjacent property owners shall be in writing executed by the property owner and an executed copy shall be filed with the Owner and the Engineer, prior to Contractor occupancy of land. SP-13 CONSTRUCTION ACCESS Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 5 SPECIAL PROVISIONS The Contractor may access the project site via adjacent arterial or collector streets. Construction traffic on local streets shall be limited to the minimum amount required to complete the work in those areas. In order to leave the site in its original condition, the Contractor shall repair any damage caused by construction activities to concrete, asphalt, landscaping or other existing site features and shall broom clean areas of adjacent roadways. Any damage to existing surfaces or landscaping will be repaired at the Contractor’s expense. SP-14 PRESERVATION AND REPAIR BY CONTRACTOR The Contractor shall be responsible for the preservation of existing paved and gravel street sections which are not to be disturbed by construction. The Contractor is hereby cautioned that any damage done in any paved or gravel service road, due to any construction or travel operations (hauling, storage, unloading, etc.), shall be repaired and/or replaced at Contractor’s expense, and to the satisfaction of the Owner. The Contractor shall familiarize themselves with the existing sections in the area and consider self-imposed load restrictions conforming to those sections. All access roads shall be kept free and clear of all mud, gravel, debris, etc., during the project. There will be no additional payment to the Contractor for the cleaning and sweeping of all access roads. If the Contractor fails to keep access roadways clean and City crews are required to provide this service, the cost of this work will be deducted from the Contractor’s application for payment. Through installation of the improvements contemplated by the work, Contractor may encounter existing landscaping or other public or private improvements. Contractor shall repair any landscaping features including, but not limited to, sprinkler heads, irrigation piping, electrical wiring, valves and appurtenances, landscaping mulch, rock and other landscaping improvements. Contractor shall also repair to existing condition, any other improvements (public or private) to the satisfaction of the owner of the improvement if damaged during completion of the work. Repair of damaged items noted shall be incidental to all bid items and shall be at the Contractor’s expense. SP-15 CONTRACTOR'S SUPERINTENDENT The Contractor will be required to have a full-time resident General Superintendent on the project at all times while the work is in progress. The General Superintendent shall be knowledgeable and qualified to evaluate the quality of not only the general construction work but especially the systems and installations of subcontract work. The General Superintendent shall:  Aggressively evaluate on a day-to-day basis and be responsible for the quality and acceptability of all work.  Make the first determination as to the fitness and compliance of all work performed.  Be the initiator in regard to rejection of unfit work. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 6 SPECIAL PROVISIONS  Not passively default or abdicate, in the first analysis, these duties to the Engineer or to the Owner. The General Superintendent shall be in a position to direct the work and make decisions either directly or through immediate contact with General Superintendent’s superior. Absence or incompetence of the General Superintendent shall be reason for the Owner to stop all work on the project. The General Superintendent or Contractor’s designated representative shall maintain, at the project site, a “Record Set of Drawings” showing field changes, as-built elevations, unusual conditions encountered during construction, manufacturer’s catalog number of equipment supplied, and other data as required to provide the Owner with an accurate “as-constructed” set of drawings. An approval by the Engineer shall not be given on the final payment request until complete record drawings are submitted to the Engineer. SP-16 CONTRACTOR WORK HOURS The schedule for this project has been figured on the basis of the Contractor working five days a week (Monday through Friday, excluding legal holidays), ten (10) hours a day. Should the Contractor and/or Contractor’s subcontractor(s) desire to work more than five (5) days per week or more than ten (10) hours per day, then approval to do so must be obtained from the Engineer. If the additional work hours result in costs above and beyond the Engineer’s contract fees, the actual cost of the additional Engineer’s services will be the responsibility of the Contractor and will be deducted from the Contractor’s application for payment. These costs shall not be considered a part of the liquidated damages. Listed below is the applied rate schedule in the event the Engineer is due additional compensation. Hourly Fee Schedule Expert Witness/Special Consultant = $ 290.00 Principal = $ 250.00 Senior Engineer = $ 210.00 Project Engineer = $ 160.00 Staff Engineer = $ 135.00 Engineer Intern = $ 90.00 Senior Land Planner = $ 195.00 Land Planner = $ 160.00 Landscape Architect = $ 140.00 Landscape Designer = $ 125.00 Senior Professional Land Surveyor = $ 185.00 Professional Land Surveyor = $ 155.00 Staff Surveyor = $ 138.00 Field Survey Technician = $ 88.00 Marketing Director = $ 195.00 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 7 SPECIAL PROVISIONS Graphic Artist = $ 120.00 Web Developer = $ 120.00 Senior Designer = $ 145.00 Designer = $ 120.00 CADD Technician = $ 105.00 Senior Construction Engineering Technician = $ 150.00 Construction Engineering Technician = $ 130.00 Construction Inspector = $ 90.00 Project Administrator = $ 130.00 Administrative/Clerical = $ 105.00 190.00 Expert Witness/Special Consultant = $ 290.00 Principal = $ 250.00 The Contractor shall limit working hours to 7:00 a.m. to 8:00 p.m. Monday through Friday as outlined in BMC 16.06.090. No work shall be done outside of these hours unless specifically approved by the Director of Community Development through an application for a Noise Waiver. The waiver can be found at the link below: https://www.bozeman.net/home/showpublisheddocument/14212/6388948605920 90336 SP-17 CONTRACTOR RESPONSIBILITIES The Contractor shall be responsible for obtaining all permits as required by local government agencies. The Contractor shall enforce strict discipline and good order among Contractor’s employees and other persons carrying out the Agreement. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the work. The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Agreement. At completion of this work, the Contractor shall remove from and about the project waste materials, rubbish, tools, construction equipment, machinery and surplus materials. To the fullest extent of the Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer from and against all claims, costs, damages, losses and expenses, including, but not limited to, attorney's fees arising out of or resulting from performance of the work caused in whole or in part by negligent acts or omissions of the Contractor, subcontractor(s), anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 8 SPECIAL PROVISIONS The Contractor shall coordinate all phases of the work with Owner’s use of the facility to minimize or avoid conflict, protect all existing work adjacent to new construction, and repair any damage and leave premises in original condition, except where otherwise specified by the Engineer. Contractor agrees to attend or be represented at weekly team meetings during the term of the project to assure coordination with the other project participants if required. SP-18 TEMPORARY FACILITIES Water, power, heat, and toilet facilities are not available at the job site. The Contractor shall provide, at Contractor’s expense, temporary water, power, heat, and toilet facilities, as required. The Contractor shall design, construct, and maintain miscellaneous services and facilities as needed to accommodate performance of the work, including temporary stairs, ramps, ladders, staging, shoring, scaffolding, temporary partitions, waste chutes, sidewalk bridge/walkway, and similar items. SP-19 REMOVAL AND DISPOSAL OF EXISTING ASPHALT, CONCRETE, ETC. Excess material of any kind generated by the work shall be hauled to an off-site location of the Contractor’s choice and be legally disposed of. The costs associated with hauling and disposing of excess material shall be incidental to the bid items specified for material removal and shall be at the Contractor’s expense. SP-20 SALVAGEABLE ITEMS AND EQUIPMENT REUSE Contractor shall remove and salvage to the City of Bozeman Streets Division (1) Type 1-100 Pedestrian Pole and Base as well as (1) TS1 Signal Cabinet and all components. The push button and pedestrian countdown indicator attached to the existing pole shall be removed and reused on new signal pole. The backup battery system connected to the existing TS1 cabinet shall be removed and reused with the new cabinet. The existing signal pedestal shall be maintained. Contractor shall remove and dispose of (2) signal mast arms identified on the plans. All components attached to the removed mast arms shall be salvaged and reused on new mast arms. Components to be reused include, but are not limited to: signal heads, 722 emergency pre-emptions, and radar detectors. The contractor shall be responsible for storage and protection of these items. SP-21 DUST CONTROL The Contractor shall provide dust abatement for all roads and work areas and prevent dust from becoming an air quality concern or nuisance to adjacent properties. There will be no payment for dust control and shall be at the Contractor’s expense. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 9 SPECIAL PROVISIONS SP-22 PRIVATE UTILITY COORDINATION The Contractor will need to coordinate operations with private utility service providers for the potholing, moving, crossing, support or reinstallation of services, poles, and mainlines and their appurtenances. It is anticipated that adjustments to existing utility boxes, guy wires, marker signs, etc. will be required to match finished grades. SP-23 UNDERGROUND UTILITY CROSSINGS The Contractor shall be responsible for checking with the owners of the underground utilities such as power, gas, and telecommunications companies, etc., as to the location of their underground installations in the project area. The Contractor shall be solely responsible for any damage done to these installations due to failure to locate them or to properly protect them when their location is known. It shall be solely the responsibility of the Contractor to fully coordinate Contractor’s work with the agencies and to keep them informed of Contractor’s construction activities so that these vital installations are fully protected at all times. A Montana One-Call system (1-800-424-5555) has been established to facilitate requests for underground facility location information. The Contractor is cautioned that all utilities may not be on this system. Type 1 Bedding Material and Type A Trench Backfill shall be utilized to replace material under and around such municipal and private utility lines. Compaction above the bedding material and under the utility line crossing is critical and must be maintained. No separate measurement and payment shall be made for this item. All costs shall be considered an integral part of and be included in the price bid for items complete-in-place. The relocating, bracing, raising or supporting of facilities as required by this construction will be the responsibility of the Contractor. The Contractor shall schedule Contractor’s operations and establish such coordination with the respective owners as necessary so that any conflicts are avoided. The Contractor shall have full agreement and understanding with the affected utility companies on what the existing conditions are and what will be necessary to be changed for the Contractor’s construction. The Contractor will obtain any permits, agreements, or insurance required. No separate measurement and payment shall be made for this item, unless specifically noted. All costs shall be considered an integral part of and be included in the price bid for pipe complete-in-place. SP-24 SIGNS, SIGN POSTS AND UTILITY POLES All existing signs, sign posts and utility poles determined to be in the path of the work zone shall be temporarily removed and later replaced in their previous location. The conditions of MPWSS Section 02114 shall apply to this section with the exception that Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 10 SPECIAL PROVISIONS there shall be no separate measurement and payment for this item, except where specifically called out on the plans. SP-25 SECURING WORK AREAS AND PEDESTRIAN TRAFFIC The Contractor is reminded of the importance of securing all work areas during and after construction work hours to prevent pedestrian and bicycle access. Costs associated shall be included in related bid items. SP-26 TRAFFIC SIGNING Traffic signing shall comply with the standards set forth in the current edition of the City of Bozeman Design and Construction Standards, MDT Standard Specifications for Road and Bridge Construction, MDT Detailed Drawings, the Manual on Uniform Traffic Control Devices, and as detailed on the project plans. Precedence shall be given in the following order: 1.) Information included in the contract plans and specifications; 2.) City of Bozeman Design and Construction Standards, 3.) MDT Standard Specifications for Road and Bridge Construction and Detailed Drawings (current editions); and 4.) Manual on Uniform Traffic Control Devices (MUTCD). The following specific design and installation standards shall be met per the above references:  Sign panel materials, color, reflectivity, shapes and sizes  Sign panel to post mounting materials and specifications  Post types and sizes, breakaway considerations, anchor type and size, foundation type, depth, and installation specifications  Sign mounting height, offset from roadway, orientation of sign face, and installation locations SP-27 MATERIALS TESTING AND CONTROL All testing completed on the Project shall be in accordance with the City of Bozeman Design Standards and Specifications Policy (2004) and the MPWSS, Seventh Edition, April 2021 with the City of Bozeman standards and specifications taking precedence. A. As applicable to the work being performed, the following material and control tests may be made by the Engineer to determine the compliance with the specifications: 1. Core sampling for bituminous pavement in the public right-of-way. Four core samples shall be required for every 1000 tons of mixture placed, with a minimum of three samples for projects that use less than 1000 tons. Testing laboratories shall meet the requirements of ASTM D3666. Core holes shall be patched with hot plant mix asphalt. 2. Portland cement concrete tests shall be required for every 50 cubic yards with a minimum of one set of tests per concrete pour. The Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 11 SPECIAL PROVISIONS concrete shall be sampled, specimens made, and compliance determined in accordance with the following: Sampling Fresh Concrete – ASTM C-172 Slump – ASTM C-143 or AASHTO T119 Air Content – ASTM C-231, C-173, C-138, or AASHTO T152 Compressive Strength – ASTM-C39 or AASHTO T22 Making and Curing Test Specimens in the Field – ASTM C-31or AASHTO T23 3. Concrete cylinder and beam test. The periodic tests made by the Engineer, of the Contractor’s production may serve as the basis for rejecting stockpiles as unacceptable. The above tests shall be made with no cost to the Contractor, except as provided herein for test failure. Should any of these tests fail, the Contractor shall then be responsible for the cost of the failing test. The costs of the failing tests shall be deducted from the Contractor’s application for payment. C. The costs of the following tests shall be paid for by the Contractor: 1. Any additional tests the Contractor requires to control Contractor’s crushing, screening or other construction operations. 2. Asphalt cement pavement and Portland cement concrete mix designs. 3. Test failure, as provided above. 4. Any additional tests required to verify acceptable quality of supplied materials. This shall include, but not be limited to, a three-edge bearing test. D. Acceptance and rejection of materials will generally be determined from tests made of the various courses complete and in-place in the field. While the Engineer may, during course of construction, make tests at the source or point of production; it is the responsibility of the Contractor to conduct, control and test Contractor’s production operations in such a manner that the materials produced will meet the specification requirements. SP-28 SHOP DRAWINGS Shop drawings shall be submitted for all materials used in the project including, but not limited to, the following: A. Traffic Control Plan B. Imported Fill C. Subbase Course (Pit Run) D. Crushed Base Course Gravel E. Separation Geotextile F. Stabilization Geogrid G. Asphalt Pavement Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 12 SPECIAL PROVISIONS H. Concrete I. Truncated Domes J. Signage K. Traffic Striping Materials L. Traffic Signal and Lighting Equipment M. Storm Drain Manholes, Curb Inlets, Piping and Other System Materials N. Water Main Valves, Hydrants, Piping and Other System Materials O. Sewer Main Manholes, Piping and Other System Materials P. Versa-Lok (or approved equal) Retaining Wall Q. Pedestrian Railing R. Seed and Fertilizer Mix SP-29 SPECIAL FUEL USER’S PERMIT REQUIREMENT Senate Bill 116, passed by the 2013 Montana Legislature, eliminates the requirement to obtain a Special Fuel User Permit. This bill became law upon the signature of the Governor on April 12, 2013. Rescind subsections 102.18 and 103.07(D). The requirement of Subsection 108.01.2 that subcontractors obtain a Special Fuel User Permit is also rescinded. All other requirements of that Subsection still apply. SP-30 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS The following Standard Specifications taken from the Montana Public Works Standard Specifications, Seventh Edition, April 2021, are hereby incorporated into the Specifications by reference. This list is not intended to be all inclusive and where necessary, the Contractor shall utilize the MPWSS for construction purposes for items not otherwise covered or identified in the Contract Documents. Section 02221 Trench Excavation & Backfill for Pipelines & Appurtenant Structures Section 02225 Flowable Fill Section 02230 Street Excavation, Backfill and Compaction Section 02234 Subbase Course Section 02235 Crushed Base Course Section 02510 Asphalt Concrete Pavement Section 02528 Concrete Curb and Gutter Section 02529 Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters and Miscellaneous New Concrete Construction Section 02660 Water Distribution Systems Section 02720 Storm Drain Systems Section 02725 Drainage Culverts Section 02730 Sanitary Sewer Collection System Section 02910 Seeding SP-31 OPERATION OF EXISTING VALVES All existing City of Bozeman water main valves shall be operated by authorized personnel of the City of Bozeman only. The Contractor shall not operate any existing valves without the written consent of the City of Bozeman. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 13 SPECIAL PROVISIONS SP-32 EXPLANATION OF BID ITEMS The following paragraphs are intended to clarify the scope of the following Bid Items, but are to be considered supplemental to the rest of the Contract Documents and not necessarily all inclusive of items, which must be completed for payment of each Bid Item. Bid Item No. 101 – Mobilization and Insurance. This bid item shall include the costs associated with mobilizing equipment to the project site, insurance, bond costs, permitting, submittals, and demobilization. Measurement and payment will be by lump sum (LS). Sixty (60) percent of the total item shall be paid with the first application for payment. The remaining forty (40) percent of the total shall be paid with the first application for payment submitted after the Certificate of Substantial Completion has been signed by the Owner. Bid Item No. 102 – Traffic Control. This bid item shall include all labor and materials associated with construction traffic control, as required during the course of construction, including preparation of a traffic control plan, installation of required signs, markers, flags or other measures, maintenance of traffic control devices and removal following construction. Special Provision SP-5 provides additional information on the traffic control requirements. Payment for this item will be made by Lump Sum (LS). Bid Item No. 144 – Miscellaneous Work. This item has been provided for any miscellaneous work and/or materials which may be encountered during construction, but which have not been addressed elsewhere in this contract. Miscellaneous work will be measured by the respective unit for material and/or work performed as directed in writing by the Engineer. Payment for Miscellaneous Work, measured as provided above, will be at agreed upon prices or on force account basis. The number of units in dollars set down in the contract is an estimated amount only, which may be adjusted up or down by the Owner in accordance with the needs of the project. SP-33 WARRANTY If, within two years after acceptance of the work by the Owner, any of the work is found to be defective or not in accordance with the Contract Documents, and upon written notice from the Owner, the Contractor shall correct any work beginning within seven (7) calendar days of said written notice. Should the Contractor fail to respond to the written notice within the designated time, the Owner may correct the work at the expense of the Contractor. Prior to acceptance of the publicly maintained infrastructure, the Contractor shall post a Maintenance Bond with the Owner equal to 20% of the actual cost of the improvements to correct any deficiencies in workmanship and/or materials which are found within the two-year warranty period. The City of Bozeman shall be named as a dual oblige on the bond. The City of Bozeman expressly reserves the right to draft the Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 14 SPECIAL PROVISIONS Maintenance Bond for repairs not completed by the Property Owner, Developer, or Contractor within thirty calendar days of being advised that repairs are required. The Commencement Date for the Maintenance Bond shall be the date of acceptance by the City of Bozeman on the Certificate of Completion and Acceptance. The Maintenance Bond shall remain in full force for the two-year period following this date, however if the expiration date of the Maintenance Bond falls after November 16, the expiration date of the Maintenance Bond shall be June 30 of the following year. Maintenance Bonds may be in the form of a Surety Bond or a Certified Check. END OF SECTION Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 1 ELECTRICAL SPECIAL PROVISIONS ELECTRICAL SPECIAL PROVISIONS E-SP-1 GENERAL All work associated with the traffic signal and lighting, shall be performed in accordance with applicable sections of the Montana Department of Transportation’s “Standard Specifications for Road and Bridge Construction” 2025 Edition, Special Provisions (including MDT’s 2022 TS1-TS2 Signal Cabinet specifications), and subsequent amendments along with the “City of Bozeman Standard Specifications for Lighting Materials and Installation” 2020 Edition. The following special provision items are included to supplement and or amend the specifications and special provisions to clarify items specific to the contract. These provisions are part of the overall specifications and, as such, shall be regarded in a like manner during the bidding process and during the construction phase. The special provision items shall govern during the construction phase and shall supersede items of like nature in the specifications. E-SP-2 SPECIAL PROVISION BID ITEMS The following special provision items are included to supplement and/or amend the standard specifications and to clarify items specific to this contract. These provisions are part of the overall specifications and, as such, shall be regarded in a like manner during the bidding process and during the construction phase. The special provision items shall govern during the construction phase and shall supersede items of like nature in the standard specifications. 1) Conduit – Plastic Supply and install Schedule 40 PVC conduit in the sizes shown on the plans. Any conduit underneath the roadway shall be Schedule 80 PVC. Cost for trenching or boring conduit shall be incidental to the unit price for “Conduit, 2.0-inch PVC, Trench” and “Conduit, 3.0-inch PVC, Trench”. 2) Traffic Signal Standards Signal Poles and Mast Arms have been procured by the City of Bozeman. Contractor to give 24-hour notification to Streets Division Superintendent at 406- 582-3200 prior to pick-up of these items. Items should come powder coated (Hunter Green) in accordance with the City of Bozeman Standard Specifications. Any noticeable needs for repair on poles can be coordinated with City of Bozeman. 3) Traffic Cabinet Contractor is to furnish and install traffic controller cabinet and PTZ camera. The existing controller and associated equipment is to be transferred from existing cabinet. The traffic cabinet shall come from the City of Bozeman's current supplier as listed below. Cabinet - Western Systems SP+ TS2 Consult with City traffic signal personnel at least two weeks before the desired signal turn-on date. The date arranged for the signal turn on will be mutually agreed to and Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 2 ELECTRICAL SPECIAL PROVISIONS be as close as possible to the contractors desired turn-on date. At the signal turn on, the design engineer shall verify signal is operating as designed before activation. Controller timings should follow state timing type for consistency with other signals in the city. Timings will be provided and programmed into the controller by engineering firm or arranged to be programmed in by the provider of the controller. Company representatives for installation contractor, radar detection, controller, cabinet, Polara pedestrian buttons, and emergency preemption system must be present at turn on to verify equipment is operating properly. City of Bozeman Signal Technician shall also be present at the turn on. Measurement and payment will be for: supplying and installing the cabinet; supplying and installing the PTZ camera equipment; removing controller and all associated equipment from existing cabinet and installing in new controller; wiring and hooking-up control components within the cabinet and assisting the City in testing the equipment to achieve a complete and operable system. Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 VICINITY MAPPROJECT NO:PREPARED FOR:SITE22367.07FOR CONSTRUCTIONCITY OF BOZEMANBOZEMAN, MT20 EAST OLIVEBOZEMAN, MTCITY OF BOZEMANTASK ORDER 2023TETC-006OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188)106 East Babcock, Suite L1Bozeman, Montana 59715406.522.9876sanbell.comC1.1FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION22367.07---FOR CONSTRUCTIONFOR BIDDING90% DESIGN PLANSPRELIMINARY - FOR REVIEWPRELIMINARY - FOR REVIEW-06/01/263/11/262/6/2612/09/2509/26/25PRELIMINARY - FOR REVIEW07/22/25KK22367_07_COVER.DWGJS/JH/GOPROJECT NO:22367.07FOR CONSTRUCTION12345678910111213141516171819202122SHEETTITLEC1.1COVER SHEETC1.2LEGENDC2.1DEMOLITION PLANC3.1OVERALL SITE PLANC4.1RAMP GRADING PLANC4.2GRADING PLANC4.3GRADING PLANC4.4GRADING PLANC4.5GRADING PLANC5.1DETAILSE1.1ELECTRICAL SITE PLANE1.2CONDUIT LAYOUT PLANE1.3ELECTRICAL QUANTITIES SUMMARYE1.4CONNECTORS & SERVICE WIRING DIAGRAME1.5SIGNAL WIRING DIAGRAME1.62015 TYPE 2A&3A SIGNAL STANDARDSE1.71994 TYPE 2A&3A SIGNAL STANDARDSE1.82015 TYPE I SIGNAL STANDARDSE1.9SERVICE ASSEMBLY, PULL BOX, AND CONTROLLER DETAILSE1.10PTZ CAMERA CUT SHEETSS1.1SIGNING AND STRIPING PLANS1.2SIGNING & STRIPING DETAILSDocusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 ELECTRIC JUNCTION BOXEXISTING STORM DRAIN MANHOLEEXISTING CATCH BASINSIGNPOWER POLEEXISTING WATER VALVEEXISTING FIRE HYDRANTBOLLARDBUSHEXISTING CURB STOPFIRE DEPT. CONNECTIONFIBER OPTIC PEDESTALGAS METERGAS MANHOLEGAS VALVEGUYWIREIRRIGATION VALVEIRRIGATION BOXLIGHT POLEPOWER METERPOWER MANHOLEELECTRIC PEDESTALPROPOSED ROOF DRAINSIGNAL POLEEXISTING SANITARY SEWER MANHOLEPROPOSED SANITARY SEWER CLEAN OUTTELEPHONE BOXTELEPHONE MANHOLETELEPHONE PEDESTALTRANSFORMERCONIFEROUS TREEDECIDUOUS TREECOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALWELLYARD HYDRANTEW = FINISHED GRADE AT EDGE OF WALKTC = FINISHED GRADE AT TOP BACK OF CURBBC = FINISHED GRADE AT BUILDING CORNERTW = FINISHED GRADE AT TOP OF WALLAC = FINISHED GRADE AT ASPHALTEA = FINISHED GRADE AT EDGE OF ASPHALTEC = FINISHED GRADE AT EDGE OF CONCRETESDI = STORM DRAIN INLETSDMH = STORM DRAIN MANHOLEFL = FINISHED GRADE AT FLOWLINEFG = FINISHED GRADE EX = APPROXIMATE EXISTING ELEVATIONPOC = POINT ON CURVEEXISTING WATER REDUCERGAS WELLFOUND CORNER MONUMENT AS NOTEDSET CORNER MONUMENT, REBAR WITH CAPBENCHMARKSECTION QUARTER CORNERSECTION CORNERWTR = WATERPI = POINT OF INTERSECTIONPRC = POINT OF REVERSE CURVERT = RIGHTLT = LEFTSS = SANITARY SEWERPT = POINT OF TANGENCYSD = STORM DRAINGV = GATE VALVEBFV = BUTTERFLY VALVERED = REDUCERLF = LINEAL FOOTFT = FEETSSMH = SANITARY SEWER MANHOLEBVC = BEGIN VERTICAL CURVECS = CURB STOPEVC = END VERTICAL CURVEPVI = POINT OF VERTICAL INTERSECTIONLINETYPESABBREVIATIONSSYMBOLSPROPOSED CATCH BASINPROPOSED WATER REDUCERPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED CURB STOPPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM DRAIN MANHOLEKEYNOTE CALL OUT(SEE KEYNOTE LEGEND)SRVC = SERVICE(TYP.) = TYPICALPC = POINT OF CURVATUREEXISTING MONUMENT BOXPROPOSED MONUMENT BOXNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCHINFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITYCOMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS 7TH EDITION, APRIL, 2021, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATEDOCTOBER, 2024.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THERESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY APARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUESAS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.GR = EXISTING GRADE AT GROUNDBRK = GRADE BREAKFIBER OPTICGAS PIPELINEOIL PIPELINEUNDERGROUND POWERSANITARY SEWERSTORM DRAINTELEPHONETELEVISION/CABLEWATERCONTOUROVERHEAD POWERFENCE - VINYLFENCE - BARBED WIREFENCE - WOODCURB AND GUTTEREDGE OF ASPHALTEDGE OF GRAVELFENCE - CHAINLINK/WOVEN WIREEXISTINGPROPOSEDHP = HIGH POINTDEMO AREAPROPOSED ASPHALT OVERLAYPROPOSED CONCRETEPROPOSED GRAVELFOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) LEGEND CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC1.2JS/JH/GO 22367_07_COVER.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07EXISTING WATER MANHOLEWATER METERLIQUID PROPANE PIPELINEPROPOSED STORM DRAIN CLEAN OUTPROPOSED TOPSOILMILL EX ASPHALT & OVERLAYPROPOSED ASPHALTSURVEY MONUMENTDocusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) DEMOLITION PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC2.1JS/JH/GO 22367_07_EXISTING_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07030SCALE: 1" = 30'601530Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) OVERALL SITE PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC3.1JS/JH/GO 22367_07_SITE_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07030SCALE: 1" = 30'601530FOR CONSTRUCTION Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) RAMP GRADING PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC4.1JS/JH/GO 22367_07_GRADING_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07 05SCALE: 1"=5'102.55Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) GRADING PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC4.2JS/JH/GO 22367_07_GRADING_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07010SCALE: 1" = 10'20510Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) GRADING PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC4.3JS/JH/GO 22367_07_GRADING_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07010SCALE: 1" = 10'20510Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) GRADING PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC4.4JS/JH/GO 22367_07_GRADING_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07010SCALE: 1" = 10'20510Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) GRADING PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC4.5JS/JH/GO 22367_07_GRADING_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07010SCALE: 1" = 10'20510Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) DETAILS CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTC5.1JS/JH/GO 22367_07_DETAILS_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07 CCVARIES5' (TYP)VARIESRAMPLANDINGTRANSITION RAMPSIDEWALKSTREETCURB2% TYP.≤ 5% DES.≤ 5% DES.≤ 1.5% DES.6"234452344STANDARDCURB SECTION8FLARE6"VARIESDEPRESSEDLANDINGFLOW LINEDETECTABLEWARNING3" GRAVEL BASE (TYP.)VARIES5' (TYP)VARIESVARIES≤ 8.3% DES.10% MAX10% MAXFLARE7RAMPFLAREFLARERAMPBB≤ 1.5% DES.5' X 5'SIDEWALKLANDING≤ 1.5% DES.≤ 5% DES.TRANSITIONRAMP≤ 5% DES.AA5'≤ 5% DES.RAMPRAMP≤ 8.3% DES.FLARE≤ 8.3% DES.10% MAX.FLARE24" MIN1' (TYP.)PLPL5'SIDEWALK(TYP.)6'-6"BLVD. (TYP.)BACK OFCURBFLOW LINESTORM DRAININLETEXPANSIONJOINT (TYP.)9DOWEL WITH 24" NO. 5REBAR, 3" INTO BACK OFCURB. 3" CLEAR (TYP. OF 2)1DEPRESSED LANDINGDETECTABLEWARNINGBOTTOMGRADE BRAKE610EXPANSIONJOINTSECTION C - CSECTION A - ASECTION B - B(SEE DRAWING 02529-8B FOR NOTES)TRANSITIONRAMPACCESSIBILITY RAMPDETAILNO. 02529-8A10/2024SCALE:ASSHOWNCITY OF BOZEMANSTANDARD DRAWINGSTANDARDCURB & GUTTERNO. 02528-110/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGCATCH CURB9.5"2"6.10"6" OR OTHERWISEAS REQUIRED4"R3"R4% SLOPE-4% SLOPE24"24"24"6.66"9.5"1.51"0.49"9.5"0.75"4% SLOPE4% SLOPENOTES:1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPWSS).2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" ANDMINIMUM WIDTH OF 1/8".3.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOR MORETHAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURBAND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FORM AND/OR STRINGLINE INSPECTION BY THE CITYENGINEERING DIVISION.5.CONCRETE SHALL BE M-4500.6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.7.STANDARD CATCH CURB SHALL MATCH DIMENSIONS OF MONTANA DEPARTMENT OF TRANSPORTATIONDETAILED DRAWING NUMBER 609-05.8.STANDARD CATCH CURB MOLD MAY BE ROTATED ABOUT LIP OF GUTTER TO CONSTRUCT SPILL CURBS.CATCH DROP CURB FOR DRIVEWAYSSPILL CURBCATCH DROP CURB FOR PEDESTRIAN RAMPS24"-4% SLOPE-4% SLOPESPILL DROP CURB FOR DRIVEWAYSSPILL DROP CURB FOR PEDESTRIAN RAMPS2.27"5.52"24"24"9.5"1.51"0.93"2.85"2.09"0.17"7.42"6.59"1.01"9.5"CRUSHEDGRAVELBASE, 3"MIN.SUB-BASECOURSE ASREQUIRED9"SEE SECTION 098102.2 FOR SIGN SIZES24"4"9"SIGN POST FOUNDATION DETAILSTREET MARKER SIGNREGULATORY SIGNFLAT BLADE STREETNAME SIGN BLANKSMOUNTED BACK TOBACK ON POSTREGULATORY SIGN BLANK AS PERMUTCD STANDARDS, SIZE ASSPECIFIED ON PLANS2" PERFORATEDSQUARE TUBE POST(TELSPAR ORAPPROVED EQUAL)FINISH GRADE2" PERFORATED SQUARETUBE POST (14 GAUGE)4,000 PSICONCRETEANCHORINSERT SIGN POST 18" INTO SLEEVE2 1/4" X 30" 12 GAUGE NON-PERFORATEDSQUARE TUBE SIGN POST SLEEVE (TELSPAR"QUIK PUNCH" OR APPROVED EQUAL)FASTEN POST TO SLEEVE WITH 5/16" CORNERBOLT (A325) 1 1/2" ABOVE FINISH GRADE. INSERTBOLT HEAD FROM OPPOSITE SIDE OF EXPECTEDIMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE.S. WILLSON AVE10'7' MIN.2"2' MIN.2' MIN.NOTES:1.ATTACH SIGNS TO POST WITH 3/8" DRIVERIVETS (MIN. 2 PER SIGN).2.ALL SLEEVES AND SIGN POSTS SHALL BEINSTALLED PLUMB.SIGN INSTALLATIONSTANDARDSNO. 09810-110/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGGENERAL NOTES:1.THIS DETAIL REPRESENTS A TYPICAL PEDESTRIAN RAMP LAYOUT FOR LOCAL STREETS AND INTERSECTIONS BETWEEN LOCAL STREETS AND COLLECTORSTREETS. DIMENSIONS MAY VARY DEPENDING ON SPECIFIC SITE CONDITIONS AND ALTERNATE LAYOUTS MAY BE ACCEPTABLE. PEDESTRIAN RAMPSSHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 608 OF MONTANA DEPARTMENT OF TRANSPORTATION DETAILED DRAWINGS, PUBLIC RIGHT OFWAY ACCESSIBILITY GUIDELINES (PROWAG), AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.2.REFER TO SECTION 608 OF MONTANA DEPARTMENT OF TRANSPORTATION DETAILED DRAWINGS FOR PEDESTRIAN RAMPS ON COLLECTOR AND ARTERIALSTREETS.3.REINFORCE CONCRETE RAMPS WITH FIBERMESH™ AT A RATE OF 1-1/2 LBS./CY OR 6 X 6 X 10 GUAGE WIRE MESH.4.RAMP AND CURB CAN BE PLACED MONOLITHICALLY.KEY NOTES:CURB SHALL NOT HAVE LIP OR OTHER CHANGES IN LEVEL AT TRANSITION TO RAMP.THE DESIRABLE CROSS SLOPE IS 5% (1:20) OR FLATTER. THE MAXIMUM RUNNING RAMP SLOPE IS 8.3% (1:12).THE MINIMUM WIDTH OF RAMP IS 5 FEET.THE DESIRABLE CROSS SLOPE OF LANDING, RAMP OR SIDEWALK IS 1.5% (1:66.7). THE MAXIMUM CROSS SLOPE IS 2% (1:50).THE MINIMUM LENGTH OF LANDING IS 5 FEET. THE LANDING WIDTH SHALL BE EQUAL TO RAMP WIDTH.PROVIDE ADA COMPLIANT DETECTABLE WARNING SURFACES ON BOTTOM GRADE BREAK OF EACH RAMP. DETECTIBLE WARNING SHALL COVER THEENTIRE WIDTH OF RAMP (EXCLUDING FLARED SIDES) AND BE A MINIMUM OF 2 FEET LONG IN THE DIRECTION OF TRAVEL. BOTTOM GRADE BREAKSHOULD GENERALLY BE LOCATED AT BACK OF CURB AND BOTH ENDS OF BOTTOM GRADE BREAK SHOULD BE LESS THAN 5 FEET FROM BACK OFCURB.THE DESIRABLE SLOPE OF FLARE IS 8.3% (1:12) OR FLATTER. THE MAXIMUM SLOPE OF FLARE IS 10% (1:10).FLARES BETWEEN RAMPS MAY NOT REACH FULL HEIGHT OF STANDARD CURB. CONSTRUCT STANDARD CURB SECTION BETWEEN RAMPS ONLY WHENMAXIMUM FLARE SLOPE IS NOT EXCEEDED.CURB EXPANSION JOINT SHALL NOT BE LOCATED IN RAMP.STORM DRAIN INLET SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON APPROVAL BY CITY OFBOZEMAN.21345678910ACCESSIBILITY RAMPDETAIL - NOTESNO. 02529-8B10/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGASPHALT REMOVAL AND OVERLAY SEQUENCE OF OPERATIONS1.SAW CUT EXISTING ASPHALT A MINIMUM OF 2' FROM NEW LIP OF CURB AND REMOVE FULL DEPTHIN AREAS INDICATED ON DEMOLITION PLAN, SEE SHEET C2.1.2.INTERSECTION SHALL BE MILLED 1" FROM EXISTING GRADE, SEE SHEET C2.1 FOR MILL EXTENTS.3.AREAS ADJACENT TO NEW CURB THAT HAD FULL ASPHALT HEIGHT REMOVED SHALLRECEIVE A 3" FIRST LIFT TO MATCH LEVEL OF MILLED ASPHALT.4.ALL ASPHALT WITHIN MILL EXTENTS SHALL RECEIVE A CONTINUOUS TOP OVERLAY OF 1" OF ASPHALT.Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) ELECTRICAL SITE PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.1JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07020SCALE: 1" = 20'401020Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) CONDUIT LAYOUT PLAN CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.2JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07020SCALE: 1" = 20'401020ABCDEGFHDocusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) ELECTRICAL QUANTITIES SUMMARY CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.3JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07 ITEM NO.MATERIALTOTALUNIT617715097EACH*411456.2560225400NO SCALEELECTRICAL QUANTITY SUMMARY- TO BE INSTALLED, OWNER SUPPLIEDQUANTITY SUMMARY617513125617673140616343924617000000617123110617033214617033314CABLE-COPPER 5AWG14-600VCABLE-COPPER 3AWG14-600VCONDUCTOR-COPPER AWG10-600VFOUNDATION-CONCRETE CONDUIT-PLASTIC 2 1/2 INSIG STANDARD TYPE 1-140SIG-TRAF 4 COL 1 W 12-12-12-12SIG STANDARD TYPE 3-A-900-7EACHLNFTCYLNFTLNFTLNFTEACH60616343930CONDUIT-PLASTIC 3 INLNFT1CABINET CONTROLLER TYPE SP+EA21994 AASHTO 40' MAST ARMEA***1PTZ CAMERAEADocusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) CONNECTORS & SERVICE WIRING DIAGRAM CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.4JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07 12345678910111213141588888888888101010101010444441010101010101010IDENTITYNO.DESCRIPTIVESYMBOL &WIRE SIZES10101017181920161010NON-FUSED BREAKAWAYFUSED BREAKAWAYFUSED BREAKAWAYNON-FUSED BREAKAWAYNON-FUSED NON-BREAKAWAYPROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER-RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIALIN THE GROUND OR INSTALLATION IN SUNLIGHT.THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDESA WATERTIGHT SEAL AROUND THE CABLE AND AWATERTIGHT SEAL BETWEEN THE TWO SECTIONS ATTHE POINT OF DISCONNECTION. SUPPLY EACH KIT WITHSUFFICIENT SILICONE COMPOUND TO LUBRICATE METALPARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY.WHERE INDICATED, CRIMP A COPPER PIN AND A COPPERRECEPTACLE TO THE CABLE. THE RECEPTACLE IS TOESTABLISH CONTACT PRESSURE WITH THE PIN THROUGHTHE USE OF A COPPER BERYLLIUM SPRING AND BEEQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PINIS TO BE CONSTRUCTED OF AT LEAST HALF-HARDMATERIAL. THE CRIMPING PORTION IS TO BE FULLYANNEALED WHILE THE REST OF THE PIN IS MAINTAINEDIN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLEIS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLEARE TO LOCK TOGETHER SO THE CONNECTION ISMAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDSTENSION IS APPLIED TO THE ATTACHED CABLES.PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIROF SPRING LOADED 90% CONDUCTIVITY CONTACTS FORGRIPPING A STANDARD MIDGET FERRULE TYPE FUSE.THE CONTACTS MUST BE FULLY ANNEALED ANDADAPTED TO BE CRIMPED TO THE CABLE.21TYPE 21VARIESVARIESVARIESCOPPER SPLIT BOLT -MAKE WATERTIGHT USINGSELF ADHERING MASTIC444444666666666666TYPES 1, 6, 11 & 16TYPES 2, 7, 12 & 17TYPES 3, 8, 13 & 18TYPES 4, 9, 14 & 19TYPES 5, 10, 15 & 20WATERTIGHT CONNECTORSAWG NO.6SERVICE120/240 VOLTGROUND RODBARE AWG NO.6SERVICE RATED200 AMP METERMAINCIRCUIT BREAKER20 AMP,2 POLE,SINGLE THROWMAIN DISCONNECT200 AMPCIRCUIT BREAKER60 AMP,2 POLE,SINGLE THROWAWG NO.14AWG NO.6TO LUMINAIRESAWG NO.6AWG NO.10(NEUTRAL)(120 V)(120 V)(120 V)(GROUND)N.E.M.A.TYPE 3RCABINETAUTO-OFF-MANUALSWITCHPHOTO-ELECTRICCONTROLTO SIGNALCONTROLLERAWG NO.10SIG / LUM SERVICE WIRING DIAGRAM40 AMP CONTACTOR4 POLE,SINGLE THROWLIGHTNINGARRESTORTO GROUND LUGOF EACH POLECIRCUIT BREAKER60 AMP,2 POLE,SINGLE THROW(120 V)TO BATTERYBACKUP(NEUTRAL)(GROUND)Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) SIGNAL WIRING DIAGRAM CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.5JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) 2015 TYPE 2A&3A SIGNAL STANDARDS CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.6JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.0735', 40' & 45'MOUNTINGHEIGHTCOPPER GROUNDINGSTRAP BETWEENANCHOR BOLT,CONDUIT (IF METAL)AND BARE AWG NO.6GROUND WIREPEDESTRIANPUSH BUTTONWHEN SPECIFIEDTERMINALCOMPARTMENTPOLESHAFTTYPE 2ATYPE 3A2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)UPPER SHAFT4" x 6 12"HANDHOLEAND COVERPROVIDE A REMOVABLECOVER PLATE WITHEACH POLE SHAFT.COVER PLATE DETAILIS REQUIRED.2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)WELD HOOK TO POLESHAFT FOR SUPPORTOF WIRE CLAMPREMOVABLECAP2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)LUMINAIREMAST ARMFILLERMATERIALCLASS GENERALCONCRETEFOUNDATIONANCHOR BOLTPROTRUSION5" TO 7"ARROW TO BE LEFT ORRIGHT, OR BOTH ASREQUIRED.5" x 7 34" ALUMINUMSIGN, BLACK LETTERSON WHITE BACKGROUND.BACK OF CASTING SHAPEDTO FIT CURVATURE OF POLE.38" PLATE TOP,BOTTOM AND SIDES14" PLATE TOP,BOTTOM AND SIDES34" THREADED SCHEDULE 40A53 PIPE (BREAK SHARP EDGESFOR WIRE PROTECTION)1 " SCHEDULE 40 A53PIPE (BREAK SHARPEDGES FOR WIREPROTECTION)*1, *1A, *1B, *1C2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGESFOR WIRE PROTECTION)REMOVABLE CAPAMIN.LUMINAIRE ARMMIN. 10 GAUGEUPPER SHAFTMIN. 10 GAUGE12' 6"6"10' 0"19' 0"3" THREADED SCHEDULE 40 A53 PIPE,PROJECTING FROM SHAFT 2", WITHREMOVABLE CAP. BREAK SHARP EDGESFOR WIRE PROTECTION.7' 0"4' 0"2' 6"*7*3*2*12' 6"3' 0"*8 IS ELEVATION AT BOTTOM OF TRAF. SIGNAL HEADS (FIELD MOUNTED)*9 IS ELEVATION AT BOTTOM OF PED. SIGNAL HEADS (FIELD MOUNTED)*10 IS ELEVATION AT BOTTOM OF CONTROLLER CABINET (BAND MOUNTED)LOWER SHAFTSIGNAL ARM*3A*3B*3CNO SCALELFACE OF CURBNUSE GRADE 60 REINFORCING STEEL3"6"3"6"2" BEVELTABLE 3MTG.PTS.15'ATABLE 2DESIGN WEIGHTDESIGN AREA135 LB.MOUNTING POINTSNILNIL100 LB.9.0 SQ.FT.9.0 SQ.FT.105 LB.3.3 SQ.FT.210 LB.3.0 SQ.FT.200 LB.TABLE 1ABCDSIGNAL ARMPOLE SHAFTEFGHJFOUNDATIONKLMN20' & 25'ANCHOR BOLTS12.0 SQ.FT.80 LB.8.0 SQ.FT.4.72 SQ.FT.50', 55' & 60'30', 35', 40' & 45'TYPE (A) LOWER SHAFTTYPE (B) LOWER SHAFT15', 20', 25', 30', 35', 40'45', 50', 55', 60'19" SQ.21" SQ.19"21"2" x 48"MIN.BASEDIA.15"MIN.WALLTHICK.22" SQ.24" SQ.23"25"12' 0"3' 0"12' 0"4' 0"11' 6"11' 6"12122"2"TYPICAL SIGNAL MOUNTINGSTERMINALCOMPARTMENT55'60'12.60'12.60'BASE SECTIONEND SECTIONSIGNAL ARM SLIP JOINTSPANLENGTHLENGTH45.00'50.00'FIELD ASSEMBLEDTO ACHIEVE A SNUGTIGHT JOINT (MIN.OVERLAP NOT LESSTHAN 2.5 FT).CONNECT SIGNALS TO MAST ARMSUSING ELEVATOR PLUMBIZERSBETWEEN THE TOP AND SECONDSIGNAL DISPLAY.USE PIPE BRACKETS TO MOUNT TRAFFIC ANDPEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESSOTHERWISE SHOWN ON THE PLANS.TYPICAL FOUNDATIONNOTESDETAIL 4DETAIL 5CURBSIGNALPEDESTRIAN PUSHBUTTON SIGNTYPICAL ORIENTATION FOR PIPEBRACKET MOUNTED SIGNALSSIGNAL STANDARD TYPEDETAIL 345° (TYP.)5JHEA36 PLATEFLOWER SHAFT(TYP.)GCJPDETAIL 1SIGNAL ARM CONNECTIONUPPER SHAFTA36 PLATEA36 PLATE45° (TYP.)LOWER SHAFT15" SQ.15"DETAIL 2SHAFT TO SHAFTDETAIL 610"1" PLATE7"7"DETAIL 3LUMINAIRE ARM CONNECTIONCDLOWER SHAFTB45° (TYP.)A36 PLATE18"CJPDETAIL 6BASESIGNAL MAST ARM2"1"*2*3, 3A ,3B ,3CDETAIL 5ARM TENONS*7DETAIL 4LUMINAIRE TENONDETAIL 1 & 2*1B*1A*1C3' 0"3' 0"3' 0"12' 0"12' 0"15' 0"*1A - *1CSIGNAL*3 - *3CSIGN PANEL2"2"2"2"WATCH FORVEHICLESSTART CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHING134" x 48"1312"516"516"112" - 6 UNC - 6" A325112" - 6 UNC - 6" A325DESIGN STANDARDS IN ACCORDANCE WITH THE 2015 AASHTO LRFD SPECIFICATIONSFOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFICSIGNALS (AND ANY AMENDMENTS THERETO).DESIGN PARAMETERSDESIGN WIND VELOCITY 700 YEAR MRI BASIC WIND SPEEDFATIGUE CATEGORY 2HEIGHT AND EXPOSURE FACTOR Kzz = 16 FEETά = 9.5zg = TAKEN AS 900 FEET FOR EXPOSURE CDIRECTIONAL FACTOR Kd = 0.95, GUST FACTOR = 1.14 DRAG COEFFICIENTSLFRD TABLE 3.8.7-1NO ICE LOADS OR GALLOPINGDESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULARTO STANDARD, AS SHOWN).DESIGN WEIGHT = DEAD LOAD.DESIGN ALL TYPE (A) LOWER SHAFTS FOR A = 40' AND A MOUNTING HEIGHT OF 45'.DESIGN ALL TYPE (B) LOWER SHAFTS FOR A = 60' AND A MOUNTING HEIGHT OF 45'.PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 GRADE 55 OR EQUAL.GALVANIZE AND THREAD THE TOP END (12" MIN.).CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS ANDGRADES PRIOR TO FABRICATION OR APPROVAL.GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER ASTM A123. GALVANIZEHARDWARE PER ASTM F2329.BASE SECTION WITHFIELD DRILLED HOLEFOR 58" BOLTEND SECTION WITH34" HOLE FOR 58"BOLT*2EMERG. VEHICLEDETECTOR*1SIGNAL*7LUMINAIRE*8SIGNALS*9PED. SIGNAL*10CONTROLLER CAB. *1, *2, *3 *1, *1A, *2, *3, *3A *1, *1A, *1B, *1C, *2, *3, *3A, *3B, *3C2' 0" MIN.3' 4"2' 0"10 OF #6 REBARM LONG (TYP.)EQUALLY SPACED212" CLEARANCE2' 6" ±1' 6"58"- 11 UNC - 212" A325 (TYP.)34" PLATE34" PLATE34"- 10 UNC - 3" A325 (TYP.)214"1412"912"114"34" PLATE612"212"12" NUT HOLDERFOR GROUNDINGNOTE: A HANDHOLE DETAIL AND A NUT HOLDER DETAIL ARE REQUIRED.NOTE: CJP IS PER DETAIL 4.4 IN TABLE 11.9.3.1-1 OF THE SPECIFICATIONS.4" x 8"HANDHOLEAND COVER7 12" DIA. HOLEIN BASE PLATESLOT =ANCHOR BOLT+ 14" (TYP.)612" *1, *1A, *1B, *2, *3, *3A, *3B58" THRUBOLT77 LB.K OF #4REBAR HOOPS SPACEDEQUALLY AT ABOUT1' 0" CENTERS(FOR TS4)2015 LRFDTYPE 2A & 3A SIGNAL STANDARDS,FOUNDATION DETAILS, ANDTYPICAL SIGNAL MOUNTINGS1'4" LAPNOTE: CJP IS PER DETAIL 4.4 IN TABLE 11.9.3.1-1 OF THE SPECIFICATIONS.Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) 1994 TYPE 2A&3A SIGNAL STANDARDS CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.7JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07TYPE 2ATYPE 3ATYPICAL FOUNDATIONBASE DETAILLUMINAIRE ARM CONNECTION2A & 3A STANDARDSNOTESCOUPLING DETAIL(NOT APPLICABLE TO *8, *9 & *10 )SHAFT TO SHAFTMOUNTING PLATES DETAILNO SCALE(FOR TS3 & TS4)1994 AASHTOTYPE 2A & 3A SIGNAL STANDARDS,FOUNDATION DETAILS, ANDTYPICAL SIGNAL MOUNTINGSDocusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) 2015 TYPE I SIGNAL STANDARDS CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.8JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07WATCH FORVEHICLESSTART CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHINGWATCH FORVEHICLESSTART CROSS INGDON'T STARTFINISH CROSS ING IF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHINGWATCH FORVEHICLESSTART CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHING TERMINALCOMPARTMENTPUSH BUTTONPEDESTRIANTERMINALCOMPARTMENTTERMINALCOMPARTMENTPUSH BUTTONPEDESTRIAN10' 0"BACK OF CASTING SHAPED TOMOUNTING ON PEDESTRIAN PUSHBUTTON POST, FORM CASTINGFIT CURVATURE OF POST. FORARROW TO BE LEFT OR RIGHT,OR BOTH AS REQUIRED.TO FIT TOP OF POST.SIGN, BLACK LETTERSON WHITE BACKGROUND.SIDE OF POLETERMINALCOMPARTMENTSIDE OF POLETERMINALCOMPARTMENTREARREARTERMINALCOMPARTMENTNO SCALE3' 4" 7' 0" 7' 0"WATCH FORVEHICLESSTART CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHING CAPPEDESTRIANPUSH BUTTON3' 4"COPPER GROUNDING STRAP BETWEENNO.6 AWG BARE GROUND WIREOR PIGTAIL EXTENSION SECUREDUNDER ANCHOR BOLT NUT.ANCHOR BOLTCIRCLE(8 TYPICAL)ANCHOR BOLT(4 TYPICAL)ANCHOR BOLTCIRCLE(8 TYPICAL)ANCHOR BOLT(4 TYPICAL)TYPICAL OF FOUNDATIONSCAST BASE& COVERHANDHOLEPROTRUDE CONDUIT FROM3"2"6"FOUR #4 REBAR HOOPS 3"6"THREE #4 REBAR HOOPS 2"#4 REBAR HOOPS AT1'0" CENTERS#6 REBAR (3'7" LONG)#4 REBAR HOOPS AT1'0" CENTERS#6 REBAR (2'7" LONG)USE GRADE 60 REINFORCING STEEL1 ' 4 "LAP1 '4 "LAPFOUNDATION 3" MAXIMUMANCHOR BOLT, CONDUIT (IF METAL) &NO. 6 AWG BARE GROUND WIRE ORPIGTAIL EXTENSION.AABB2' 0" 3' 0"2' 0"2' 0"2' 0"2' 0"3' 0" 4' 0"CLASS GENERALCONCRETEFOUNDATIONCLASS GENERALCONCRETEFOUNDATIONANCHOR BOLTCIRCLEANCHOR BOLT(4 TYPICAL)CC1' 6"1' 6"2' 0"CLASS GENERALCONCRETEFOUNDATION4 12" SLIPFITTER4 12" SLIPFITTER4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" SLIPFITTER4 12" SLIPFITTER4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE2 12" CLEARANCE2 12" CLEARANCE5" x 734" ALUMINUMTYPE I SIGNAL STANDARDS,FOUNDATION DETAILS &PEDESTRIAN PUSH BUTTONSPEDESTRIAN PUSH BUTTONTYPE l-80TYPE l-l20 & l-l00TYPE l-l60 & l-l40SECTION C-CSECTION B-BSECTION A-ATYPE l-80TYPE l-l20TYPE l-l00TYPE l-l60TYPE l-l40Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) SERVICE ASSEMBLY, PULL BOX, AND CONTROLLER DETAILS CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.9JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07TYPE MTYPE PABCDEFTYPE MTYPE PWIDTHHEIGHTDEPTHCONCRETE PEDESTAL DIMENSIONSTYPICAL CABINET DIMENSIONSANCHOR BOLT PATTERNF E ABCDEXISTING CONTROLLER CABINET MOUNTINGCONCRETE PADDRAINTYPE "P" CABINETTYPE "M"CABINET(VERIFY BEFORE PLACING ANCHOR BOLTS)NOTE: LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 6" AND 10" FROM THE FRONT OF THE CABINET. EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL.NOTE: LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 4" AND 8" FROM THE FRONT OF THE CABINET. EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL.4"3" MIN.2' 10"COMPLETELY SEAL THE BASEOF THE CABINET BY PLACINGSILICONE SEALANT BETWEENTHE CONCRETE PEDESTALAND THE BOTTOM OF THECABINET4' 0"CLASS GENERAL CONCRETEFOUNDATION3' 2"1' 7"2' 0"2' 0"3' 0"4' 0"4' 4"2' 4"2' 9"2' 0"3' 0"2' 6"4' 2"1' 5"3' 8"4' 6"2' 2"2' 0"40 12"18 12"26 12"13 12"34" SCHEDULE 80 PLASTIC CONDUIT1 BARE AWG NO. 658" x 8'COPPERWELDGROUND RODPULL BOX - COMPOSITEMINIMUM DIMENSIONSTYPE 1TYPE 2TYPE 3LWDI D LI D WC LC W=======LWDI D LI D WC LC W=======LWDI D LI D WC LC W=======3"23"CONCRETE SIDEWALK OR ASPHALTSTUB CONDUIT 4" TO 6"ABOVE BOTTOM OF PULL BOX1" CLEAN STONEDRAINAGE NO HIGHERTHAN 2" INSIDEBOTTOM OF PULL BOX12"23"CONCRETE PADSTUB CONDUIT 4" TO 6"ABOVE BOTTOM OF PULL BOX20"13"12"17"10"18"11"25"15"12"21"11"23"13"32"19"12"28"15"30"17"1" CLEAN STONEDRAINAGE NO HIGHERTHAN 2" INSIDEBOTTOM OF PULL BOXCONDUIT IN PLACEAS REQUIREDCONDUIT IN PLACEAS REQUIRED12"3"ELECTRICAL BOND. NO.6 AWGCOPPER OR EQUAL IF METAL CONDUITELECTRICAL BOND. NO.6 AWGCOPPER OR EQUAL IF METAL CONDUITNO SCALE12"PULL BOX-COMPOSITETYPE 1,2 & 3PULL BOX INSTALLED IN A SIDEWALK OR ASPHALTPULL BOX INSTALLED IN DIRTEXISTING UNDERGROUND SERVICE ASSEMBLY DETAILWLDCWCLIDLIDW CONDUIT & WIRINGAS REQUIRED1 BARE NO.6 AWGPLASTIC CONDUITGROUND RODCOPPERWELDSERVICE RATED200 AMP METERMAINFRONTSIDE120/240 VOLTUNDERGROUNDSERVICEN.E.M.A. TYPE 3RCABINET6' MIN.3" MIN.2" RIGID STEEL CONDUIT2" RIGID STEEL CONDUITWIRING AS REQUIRED2" CONDUIT BODY5' MIN.6' MAX.3'58" x 8'34" SCHED. 806" x 6" PRESSURE TREATEDWOOD POST 10' IN LENGTH.Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188) PTZ CAMERA CUT SHEETS CITY OF BOZEMAN TASK ORDER 2023TETC-006 BOZEMAN, MTE1.10JS/JH/GO 22367_07_SIGNAL_PROD.DWG KK 07/22/25 PRELIMINARY - FOR REVIEW 09/26/25 12/09/25 2/6/26 3/11/26 06/01/26 - PRELIMINARY - FOR REVIEW PRELIMINARY - FOR REVIEW 90% DESIGN PLANS FOR BIDDING FOR CONSTRUCTION - -- 22367.07 Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 FOR CONSTRUCTIONFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONOAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188)SIGNING AND STRIPING PLANCITY OF BOZEMANTASK ORDER 2023TETC-006BOZEMAN, MTS1.1 JS/JH/GO22367_07_SIGNING_&_STRIPING_PROD.DWGKK07/22/25PRELIMINARY - FOR REVIEW09/26/2512/09/252/6/263/11/2606/01/26-PRELIMINARY - FOR REVIEWPRELIMINARY - FOR REVIEW90% DESIGN PLANSFOR BIDDINGFOR CONSTRUCTION---22367.070 30 SCALE: 1" = 30' 601530 WHITE FLEXIBLE SURFACE-MOUNT DELINEATOR YELLOW FLEXIBLE ANCHORED DELINEATOR Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 BORDER Panel Style: guide_con_street name_b.ssi M.U.T.C.D.: 2023 Edition SERIES/SIZELENGTH Panel Style: Dimensions are in SIGN NUMBER WIDTH x HEIGHT BORDER WIDTH CORNER RADIUS MOUNTING BACKGROUND LEGEND/BORDER TYPE: COLOR: COLOR: TYPE: SYMBOL ROT X Y WID HT MARGIN LETTER POSITIONS (X) INCREMENT ALUMINUM TYPE REDUCTION:10%20%30% guide_con_street name_b.ssi inches hundredths D3-1 60" x 24" 0.5" 1.5" Overhead Reflective Green High Intensity White/White 10" Sq.Ft. none 5.67" W 5.76"9" O 6.84" a 6.24" k 4.8"9" S 4.32" t 2.7"5.67"48.66" B 2000 9",12"/9",9"/6.75" SERIES/SIZELENGTH Panel Style: Dimensions are in SIGN NUMBER WIDTH x HEIGHT BORDER WIDTH CORNER RADIUS MOUNTING BACKGROUND LEGEND/BORDER TYPE: COLOR: COLOR: TYPE: SYMBOL ROT X Y WID HT MARGIN LETTER POSITIONS (X) INCREMENT ALUMINUM TYPE REDUCTION:X10%20%30% guide_con_street name_b.ssi inches hundredths D3-1 78" x 24" 0.5" 1.5" Overhead Reflective Green High Intensity White/White 13" Sq.Ft. none 4.59" N 3.87"6.3" F 5.23" e 5.36" r 3.71" g 5.7" u 5.24" s 4.43" o 5.53" n 4.32"6.3" A 5.17" v 4.31" e 3.33"4.59"68.81" B 2000 9",12"/9",9"/6.75" BORDER Panel Style: guide_con_street name_b.ssi M.U.T.C.D.: 2023 Edition FOR CONSTRUCTIONFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONOAK & FERGUSON INTERSECTION RENOVATIONS (SIF 188)SIGNING & STRIPING DETAILSCITY OF BOZEMANTASK ORDER 2023TETC-006BOZEMAN, MTS1.2 JS/JH/GO22367_07_SIGNING_&_STRIPING_PROD.DWGKK07/22/25PRELIMINARY - FOR REVIEW09/26/2512/09/252/6/263/11/2606/01/26-PRELIMINARY - FOR REVIEWPRELIMINARY - FOR REVIEW90% DESIGN PLANSFOR BIDDINGFOR CONSTRUCTION---22367.07Docusign Envelope ID: C4411E26-DD52-856A-8275-1AF6531F95D1 Certificate Of Completion Envelope Id: C4411E26-DD52-856A-8275-1AF6531F95D1 Status: Completed Subject: Complete with Docusign: 20260603Oak&FergusonContractDocs.pdf Source Envelope: Document Pages: 161 Signatures: 4 Envelope Originator: Certificate Pages: 4 Initials: 0 Mike Maas AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-07:00) Mountain Time (US & Canada) Stamps: 1 PO Box 1230 Bozeman, MT 59771 mike.maas@bozemanmt.gov IP Address: 155.190.9.7 Record Tracking Status: Original 6/3/2026 12:17:01 PM Holder: Mike Maas mike.maas@bozemanmt.gov Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Signer Events Signature Timestamp Josh Walter josh.walter@kniferiver.com Construction Operations Manager Knife River - Belgrade Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 208.75.143.206 Sent: 6/3/2026 12:23:39 PM Viewed: 6/3/2026 3:25:04 PM Signed: 6/3/2026 3:41:23 PM Electronic Record and Signature Disclosure: Accepted: 6/3/2026 3:25:04 PM ID: 4078143b-42e5-4fd6-9247-45810e628295 Greg Sullivan greg.sullivan@bozemanmt.gov City of Bozeman Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 155.190.9.6 Sent: 6/3/2026 3:41:29 PM Viewed: 6/3/2026 3:42:13 PM Signed: 6/3/2026 3:42:24 PM Electronic Record and Signature Disclosure: Accepted: 6/3/2026 3:42:13 PM ID: 587f2750-0f6f-4bf1-a452-de69564b3aaa Chuck Winn Chuck.winn@bozemanmt.gov City Manager 15 Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 155.190.3.6 Sent: 6/3/2026 3:42:29 PM Viewed: 6/3/2026 3:58:12 PM Signed: 6/3/2026 3:58:22 PM Electronic Record and Signature Disclosure: Accepted: 6/3/2026 3:58:12 PM ID: a221d5a9-0db3-43a8-b398-04397bc72384 Signer Events Signature Timestamp Mike Maas mike.maas@bozemanmt.gov City Clerk City of Bozeman Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 155.190.3.7 Sent: 6/3/2026 3:58:28 PM Viewed: 6/8/2026 12:25:27 PM Signed: 6/8/2026 12:25:41 PM Electronic Record and Signature Disclosure: Not Offered via Docusign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Danae Giannetti Danae.giannetti@bozemanmt.gov Security Level: Email, Account Authentication (None) Sent: 6/3/2026 12:23:37 PM Viewed: 6/8/2026 1:39:45 PM Electronic Record and Signature Disclosure: Not Offered via Docusign Michelle Chapel michelle.chapel@bozemanmt.gov Records Coordinator City Bozeman Security Level: Email, Account Authentication (None) Sent: 6/3/2026 12:23:38 PM Viewed: 6/4/2026 1:06:27 PM Electronic Record and Signature Disclosure: Not Offered via Docusign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 6/3/2026 12:23:37 PM Certified Delivered Security Checked 6/8/2026 12:25:27 PM Signing Complete Security Checked 6/8/2026 12:25:41 PM Completed Security Checked 6/8/2026 12:25:41 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, City of Bozeman (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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