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26 - Notice of Awards - Whittier Elementary Parking Lot
Section 00500 AGREEMENT Page 1 of 5 AGREEMENT FORM THIS AGREEMENT is dated as of the ________ day of ___________ in the year _2026___, by and between City of Bozeman, hereinafter called OWNER and __Hoffman’s R&M Services, Inc____ 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 Work is generally described as follows: Reconstruction of the existing parking lot to include new pavement, striping, accessible parking, pedestrian connectivity, stormwater management, drainage improvements, site lighting, and landscaping. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Whittier Elementary Parking Lot ARTICLE 2. ENGINEER 2.1 The Owner has retained Cushing Terrell (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities of Engineer, and have the rights and authority assigned to Engineer in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIME 3.1 The work will be completed within 60 calendar days after the date when the contract time commences to run or before August 15th, 2026 whichever is sooner, as provided in the General Conditions. 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not substantially complete within the times specified above, plus any extensions thereof allowed in accordance with the General Conditions. The parties also recognize the delays, expense and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER Five Hundred and 00/100 Dollars ($500.00) for each day that expires after the time specified herein until the Work is substantially complete. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 May29th Section 00500 AGREEMENT Page 2 of 5 ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents for the sum (subject to adjustment as provided in the Contract Documents) of One hundred sixty thousand one hundred eighty one dollars and eighty cents ($160,181.80 ). ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit applications for payment in accordance with the General Conditions. Applications for payment will be processed, as provided in the General Conditions. 5.1 Progress Payments. OWNER will make progress payments monthly on account of the contract price on the basis of CONTRACTOR'S applications 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. 5.1.1 The OWNER may retain a portion of the amount due the CONTRACTOR in accordance with the General Conditions and as outlined herein. Five percent (5%) of the amount of each payment shall be withheld until work is 50 percent completed, based upon dollar value of the contract work items. When work is 50 percent complete, the amount withheld may be reduced at the discretion of the OWNER and provided that the CONTRACTOR is making satisfactory progress, and there is no specific cause for greater withholding. When the work is substantially complete, the amount withheld shall be further reduced below five percent (5%) to an amount determined by the ENGINEER necessary to assure completion. Up to five percent (5%) withholding may be reinstated after the 50 percent completion stage if the OWNER, at OWNER’S discretion, determines that the progress is not satisfactory or if there is other specific cause for such withholding. 5.2 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 6. INTEREST All moneys 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 7. CONTRACTOR’S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00500 AGREEMENT Page 3 of 5 7.1 CONTRACTOR has familiarized themselves with the nature and extent of the Contract Documents, work, locality, and with all location conditions and federal, state and local laws, ordinances, rules and regulations that in any manner may affect cost, progress or performance of the Work. 7.2 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. 7.3 CONTRACTOR has made, or caused to be made examinations, investigations, tests and studies of such reports and related data, in addition to those referred to above, as CONTRACTOR 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. 7.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents. 7.5 CONTRACTOR has given ENGINEER written notice of all conflicts, errors, or discrepancies that the CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 7.6 CONTRACTOR hereby 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 in the performance of work performed for the City of Bozeman. This prohibition shall apply to the hiring and treatment of the CONTRACTOR’S employees and to all subcontracts it enters into in performance of the agreement with the City of Bozeman. ARTICLE 8. CONTRACT DOCUMENTS 8.1 This Agreement. 8.2 Notice of Award. 8.3 Performance Bond, Payment Bond, and Bid Bond. 8.4 Invitation to Bid. 8.5 Instructions to Bidders and Bid Form. 8.6 Non-Discrimination Form 8.7 Certificate(s) of Insurance. 8.8 General Conditions. 8.9 Supplementary Conditions. 8.10 Wage Rates. 8.11 Special Provisions 8.12 Measurement and Payment. 8.13 Montana Public Works Specifications, Seventh Edition, and City of Bozeman Modifications to Montana Public Works Standard Specifications Seventh Edition, April 2021 (by reference). Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00500 AGREEMENT Page 4 of 5 8.14 Appendix A – Contract Quantities and Standard Drawings 8.15 Appendix B – Contract Drawings There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be altered, amended, or repealed only by a modification (as defined in the General Conditions). ARTICLE 9. MISCELLANEOUS 9.1 Terms used in this Agreement, which are defined in the General Conditions, shall have the meanings indicated in the General Conditions. 9.2 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 their partners, successors, assigns, and legal representatives. Neither the OWNER nor the CONTRACTOR shall have the right to assign, transfer or sublet their interest or obligations hereunder without written consent of the other party. The OWNER reserves the right to withdraw at any time from any subcontractor whose work has proven unsatisfactory the right to be engaged in or employed upon any part of the work. 9.3 In the event it becomes necessary to 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, the prevailing party or the party giving notice shall be entitled to reasonable attorney's fees and costs. 9.4 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 the Agreement. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00500 AGREEMENT Page 5 of 5 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) Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Project Manager Hoffman's R&M Services EJCDC C-510 Notice of Award Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Notice of Award Date: __________________ Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: Bidder: Bidder's Address: [send Notice of Award Certified Mail, Return Receipt Requested] You are notified that your Bid dated for the above Contract has been considered. You are the Successful Bidder and are awarded a Contract for [Indicate total Work, alternates, or sections of Work awarded.] The Contract Price of your Contract is Dollars ($ ). [Insert appropriate data if unit prices are used. Change language for cost-plus contracts.] copies of the proposed Contract Documents (except Drawings) accompany this Notice of Award. sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within [15] days of the date you receive this Notice of Award. 1. Deliver to the Owner [ ] fully executed counterparts of the Contract Documents. 2. Deliver with the executed Contract Documents the Contract security [Bonds] as specified in the Instructions to Bidders (Article 20), General Conditions (Paragraph 5.01), and Supplementary Conditions (Paragraph SC-5.01). 3. Other conditions precedent: Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited. Within ten days after you comply with the above conditions, Owner will return to you one fully executed counterpart of the Contract Documents. Owner By: Authorized Signature Title Copy to Engineer City of Bozeman Required Insurance documents are required with executed contract documents four (4) Whittier Elementary Parking Lot City of Bozeman COB_24URD02 Hoffman's R&M Services, Inc 2100 Meadowlark Ln, Butte, MT 59701 12/4/2025 The Contract Price of your Contract is: one hundred sixty thousand one hundred eighty one dollars and eighty cents ($160,181.80). the redevelopment of the existing Whittier Elementary School parking lot. 4 2 Whittier Elementary School parking lot Docusign Envelope ID: 0669CC6C-0A33-4EBF-943A-2EE8BA9179E2 City Manager 2/27/2026 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Bonds Performance Bond Payment Bond Bid Bond Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 5/29/2026 5/29/2026 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 5/29/2026 5/29/2026 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00100 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: Whittier Elementary Parking Lot Separate sealed bids for construction of City of Bozeman Whittier Elementary Parking Lot will be received by the City Clerk at the office of City Hall, 121 North Rouse Ave., Suite 202, P.O. Box 1230, Bozeman, Montana 59771-1230 until 2:00 p.m., local time, December 4th, 2025 and then publicly opened and read aloud. Please write the name of the project on the front of the sealed bid. Bids must be received before 2:00 p.m. on December 4th, 2025. Original copies must be submitted - no faxed or electronic bids will be accepted. Bids will be opened and read following the close of bids. The project work is generally described as follows: Redevelopment of the existing parking lot to include new pavement, striping, accessible parking, pedestrian connectivity, stormwater management / drainage improvements, site lighting, and landscaping. Field work may commence June 15th, 2026 following Notice to Proceed, and shall be completed by August 15th, 2026. The Contract Documents may be examined or obtained at the office of Cushing Terrell; 411 E Main St, #101, Bozeman, Montana 59715 in accordance with the Instructions to Bidders. Required deposit is $50.00 per set, which is not refundable. 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). Forms for registration are available from the Department of Labor and Industry, P.O. Box 8011, 1805 Prospect Avenue, Helena, Montana 59604-8011. Information on registration can be obtained by calling 1-406-444-7734. 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. Discrimination in the performance of any contract awarded under this invitation 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. Every entity submitting under this invitation must sign and return the required affirmation. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00100 INVITATION TO BID Page 2 of 2 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. In addition, pursuant to City Commission Resolution 5169, the entity awarded a contract under this RFQ 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, which is at 2:00 p.m. local time, December 4th, 2025. The right is reserved to reject any or all proposals received, to waive informalities, to postpone the award of the contract for a period of not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid which is in the best interest of the OWNER. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana, this 12th day of November 2025. Mike Mass City Clerk, City of Bozeman Published Bozeman, Montana, November 15, 2025 November 22, 2025 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 INSTRUCTIONS TO BIDDERS Page 1 of 6 INSTRUCTIONS TO BIDDERS BIDS – All bids must be made on the forms provided in this bound copy of the Contract Documents. All bids must be legibly written in ink, with all prices given in figures and total bid amount given in words and figures. No alterations by erasures or interlineations will be permitted in the printed forms provided by the City or Cushing Terrell. Each bid shall be enclosed in a sealed envelope addressed to City Clerk, City Hall, 121 North Rouse Ave., Suite 202, P.O. Box 1230, Bozeman, Montana 59771-1230, and endorsed on the outside of the envelope with the words: Whittier Elementary Parking Lot 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. BID GUARANTEE – No Bids will be considered unless accompanied by a Bid guarantee, in the amount stipulated in the Invitation to Bid, made unconditionally payable to the Owner, which may be either a Cashier’s Check or a Certified Check drawn on an acceptable bank. A Bidder’s Bond issued by a surety company authorized to do business in the State of Montana will also be acceptable. NON-DISCRIMINATION AND EQUAL PAY AFFIRMATION FORM – No Bids will be considered unless accompanied by a signed Non-Discrimination and Equal Pay Affirmation Form bound herein. SIGNATURE OF BIDDERS – Each Bid must be signed in ink by the Bidder with his full name and with his business address or place of residence. In case of a firm or partnership, the name and residence of each member must be inserted. In case the Bid is submitted by, or on behalf of, a corporation, it must be signed in the name of such corporation by an official who is authorized to bind the corporation, and who shall also affix the corporate seal of such corporation. The Bid of a corporation which is signed by a person other than a corporate officer must be accompanied by a Power of Attorney showing that person’s authority. ONLY ONE PROPOSAL – No bidder may submit more than one bid. Two bids under different names will not be received from one firm or association. RESPONSIBILITY OF AGENT – Any person signing a bid as the agent of another, or of others, may be required to submit satisfactory evidence of this authority to do so. The title of the person(s) executing the bid or Agreement shall be clearly indicated beneath that person’s signature. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 INSTRUCTIONS TO BIDDERS Page 2 of 6 QUALIFICATIONS OF BIDDERS – Bidders may be required to submit satisfactory evidence that they have a practical knowledge of the particular work bid upon and that they have the necessary financial resources to complete the proposed work. In determining the lowest responsive and responsible bid, the following elements will be considered: whether the bidder involved (a) maintains a permanent place of business; (b) has adequate plant and equipment to do the work properly and expeditiously; (c) has a suitable financial status to meet obligations incident to the work; and (d), has appropriate technical experience. Each bidder may be required to show that bidder’s former completed work has been handled in such a manner that there are no just or proper claims pending against such work. No bidder will be acceptable if the bidder is engaged on any other work which impairs the bidder’s ability to finance this contract. The bidder shall demonstrate any or all of the herein stipulated qualifications if asked for them. EXAMINATION OF CONTRACT DOCUMENTS AND SITE – Before submitting a bid, each bidder must (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with location conditions that may, in any manner, affect cost, progress, or performance of the work; (c) understand the applicable federal, state, and local laws, ordinances, rules, and regulations that may, in any manner, affect cost, progress, or performance of the work; and (d) study and carefully correlate bidder’s observations with the Contract Documents. Any bidder may, upon request, examine those reports of investigations and tests of subsurface and latent physical conditions at the site (if any), which have been relied upon in preparing drawings and specifications. These reports are not guaranteed as to accuracy or completeness, nor are they part of the Contract Documents. Before submitting a bid, each bidder will, at bidder’s own expense, make such additional investigations and tests as the bidder may deem necessary to determine a bid for performance of the work in accordance with the time, price, and other terms and conditions of the Contract Documents. On request, Owner will provide each bidder access to the site to conduct such investigations and tests as each bidder deems necessary to submission of a bid. Any administrative requirements and associated costs of such investigations are the responsibility of the bidder. The lands upon which the work is to be performed, rights-of-way for access thereto, and other lands designated for use by the Contractor in performing the work are identified in the specifications or on the drawings. The submission of a bid will constitute an incontrovertible representation by the bidder that the bidder has complied with every requirement of this section and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the work. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 INSTRUCTIONS TO BIDDERS Page 3 of 6 INTERPRETATION OF CONTRACT DOCUMENTS – If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the specifications, or other proposed Contract Documents, they may submit to the Owner a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the proposed documents will be made only by an addendum duly issued, and a copy of any such addendum will be mailed or delivered to each person receiving a set of such documents. TIME OF COMPLETION – The time of completion of the work is a basic consideration of the contract. It will be necessary that the bidder satisfy the Owner of the bidder’s ability to complete the work within the stipulated time. LIQUIDATED DAMAGES – Provisions for liquidated damages are set forth in the Agreement Form. ADDENDA – Any addenda issued during the time of bidding, or forming a part of the Contract Documents loaned to the bidder for the preparation of a proposal, shall be covered in the bid and shall be made a part of the Agreement. Receipt of each addendum shall be acknowledged in the bid. Any bid in which all issued addenda are not acknowledged will be considered incomplete and will not be read. WITHDRAWAL OF BID – No bidder may withdraw a bid for a period as specified in the Invitation to Bid after the date and hour set for the opening declared herein. A bidder may withdraw that bidder’s submitted proposal by a written request of the bidder at any time prior to the expiration of the period during which bids may be submitted, which request must be signed in the same manner, and by the same person or persons who signed the bid. ACCEPTANCE AND REJECTION OF BIDS – The Owner reserves the right to accept or reject the bids, or portion of bids, if denoted in the bid as separate schedules, and to award more than one bid or schedule for the same bid if any of the aforementioned combination of bids or schedules will be in the best interest of the Owner. The Owner reserves the right to waive irregularities in any bid submitted, to reject nonconforming, nonresponsive, or conditional bids, and to correct arithmetical errors in the bid prior to comparison. SUBCONTRACTORS – Within seven days after bids are opened, the apparent low bidder, and any other bidder so requested, shall submit a list of all subcontractors the bidder expects to use in the work. An experience statement with pertinent information as to similar projects and other evidence of qualification shall be furnished for each named subcontractor if requested by the Owner. If the Owner or Engineer, after due investigation, has reasonable objection to any proposed subcontractor, they may, before giving the Notice of Award, request the apparent low bidder submit an acceptable substitute. If the substitution results in an increase in the bid, a corresponding adjustment will be made in the contract price. If the apparent low bidder declines to make any such substitution, the contract may not be awarded to such bidder, but bidder’s refusal to substitution will not constitute grounds for forfeiture of bid security. Any subcontractor so listed and to whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award will Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 INSTRUCTIONS TO BIDDERS Page 4 of 6 be deemed acceptable to the Owner and Engineer. The Contractor shall not be required to employ any subcontractor against whom the Contractor has reasonable objection. The use of subcontractors listed by the bidder and accepted by Owner prior to the Notice of Award will be required in the performance of the work. AWARD OF CONTRACT – Bidders shall submit a bid on a unit price basis for each item of work listed for all bid schedules as provided in the Bid Form as described below. The bid will not be considered unless the bid form contains prices for all unit price items, and alternates, as shown on the bid form. 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, or other individuals or entities proposed of 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. 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. 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 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 INSTRUCTIONS TO BIDDERS Page 5 of 6 such other action as best serves the Owner’s interests. The award of contract, if awarded, will be made within the period specified in the Invitation to Bid to the lowest responsible bidder whose bid complies with all the requirements described herein. The successful bidder will be notified, by letter mailed to the address shown on the bid, that the bid has been accepted, and that the contract has been awarded. 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. RETURN OF BID GUARANTEE – All bid guarantees, except those of the three lowest bidders, will be returned immediately following the opening and checking of the bids. The bid guarantees of the unsuccessful of the three lowest bidders will be returned within 10 days following the award of the contract. The bid guarantee of the bidder to whom the contract is awarded will be returned when said bidder has executed an Agreement and filed satisfactory Performance and Payment Bonds, as hereinafter stipulated. PERFORMANCE AND PAYMENT BONDS – The Contractor to whom the contract is awarded will be required to furnish a Performance Bond and a Payment Bond in favor of the Owner, each in an amount equal to one-hundred percent (100%) of the Agreement amount. The bonds shall be executed on the forms bound herein, signed by a surety company authorized to do business in the State of Montana, and acceptable as a surety to the Owner and countersigned by the Montana Resident Agent. With the bonds there shall be filed with the Owner one copy of Power of Attorney certified to include the date of the bond. EXECUTION AND APPROVAL OF AGREEMENT – The Agreement shall be signed by the successful bidder and returned, together with the contract bonds and insurance, within the time shown on the bid. If the Agreement is not executed by the Owner within fifteen (15) days following receipt from the bidder of the signed Agreements and bonds, the bidder shall have the right to withdraw that bid without penalty. No Agreement shall be considered as effective until it has been fully executed by all of the parties thereto. FAILURE TO EXECUTE AGREEMENT – Failure to execute the Agreement and furnish a Performance Bond and Payment Bond, and insurance shall be just cause for annulment of the award. In the event of such annulment of the award, the bid guarantee shall be forfeited to the Owner, not as a penalty but as liquidation of damages sustained. Award may then be made to the next lowest responsible and qualified bidder, or the work may be re-advertised as the Owner may decide. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 INSTRUCTIONS TO BIDDERS Page 6 of 6 BOUND COPY OF CONTRACT DOCUMENTS – None of the Instruction to Bidders, Bid Form, Bond Forms, Agreement, Contract Specifications, or other specifications shall be removed from the bound copy of Contract Documents prior to submission of the bid. Only proposals contained within bound copies of the Contract Documents obtained directly from Cushing Terrell will be considered. PAYMENTS – Payment for all work performed under this Agreement will be made by the Owner within the time period specified in and in accordance with the procedures outlined in the General Conditions. Notice of Extended Payment Provision: This contract allows the owner to make payment within 21 days after approval of the payments. Payments made after the time limit will be subject to interest at the rate specified in the Agreement. When the work extends beyond 30 days, progress payments will be made monthly for any work accomplished during the preceding month, but subject to retainage as specified elsewhere. PREVAILING WAGE RATES – On all projects and contracts with the Owner, Contractor and all subcontractors shall pay the standard prevailing rate of wages for all labor employed. The standard prevailing rate of wages, as used herein, means that standard prevailing rate of wages in the locality where the work is to be performed as determined under the Montana Statewide Prevailing Wage Rates and as bound herein. The Contractor and subcontractors are directed to the Montana Commissioner of Labor for information on the standard prevailing rate of wages applicable to this contract within this area. POSTING – Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wages to be paid to the employees. ADDITIONAL CONTRACTOR LICENSE TAX – In accordance with Title 15, Chapter 50, MCA, the Owner shall withhold, in addition to other amounts withheld as provided by law or specified herein, one percent (1%) of all payments due the Contractor and shall transmit such moneys to the Montana Department of Revenue. END OF SECTION Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Certificates of Insurance Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 4/30/2026 Leavitt Great West Insurance Services, LLC 3390 Colton Drive Suite A Helena MT 59602 Jordan Carney (877)229-4553 (866)447-1867 jordan-carney@leavitt.com Hoffmans R&M Service Inc 2100 Meadowlark Butte MT 59701 National American Insurance Company 23663 Montana State Fund 15819 Hanover Insurance Company 22292 Scottsdale Insurance Company 41297 25-26 A X X X X MP27130425 12/1/2025 12/1/2026 1,000,000 100,000 5,000 1,000,000 2,000,000 2,000,000 Cybersuite 50,000 A X X MP27130425 12/1/2025 12/1/2026 1,000,000 Medical payments 5,000 A X X X MB58000425 12/1/2025 12/1/2026 2,000,000 2,000,000 B N 033254962 8/4/2025 8/4/2026 X 1,000,000 1,000,000 1,000,000 C Leased/Rented Equipment X IH4A954505010 3/28/2026 3/28/2027 100,000 D OCP Policy 8722029A 2/16/26 7/1/26 1,000,000 Occ 2,000,000Agg Project: Whitter Elementary School Parking Lot. The City of Bozeman is an additional insured on a primary & non-contributory basis including ongoing and completed operations w/ regards to General Liability. Waiver of Subrogation applies in favor of the certificate holder w/ regards to General Liability if required by written contract. The Certificate Holder is an additional insured on a primary & non-contributory basis w/ regards to Auto Liability. Waiver of Subrogation applies in favor of the certificate holder w/regards to the Auto Liablity. Waiver of Subrogation applies in favor of the certificate holder w/ regards to Work Comp if required by City of Bozeman 121 N Rouse Ave Bozeman, MT 59715 Madison Kump/MAKUMP The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person)$ PERSONAL &ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L.EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE Ifyes,describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ 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. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: 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 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: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S)AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INS025 (201401) Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 written contract. Certificate holder is provided with forty-five (45) days written notice of cancellation COMMENTS/REMARKS COPYRIGHT 2000, AMS SERVICES INC.OFREMARK Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 General Conditions EJCDC C-700 Standard General Conditions incorporated by reference. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 1 of 12 SECTION 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2007 Edition) and other provisions of the Contract Documents as indicated below. All provisions that are not so amended or supplemented remain in full force and effect. SC - 2.01 DELIVERY OF BONDS Add the following to Paragraph: 2.01.A Engineer shall furnish to Contractor six copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute the Agreement, attach executed copies of the required Bonds, Power of Attorney, and Certificate of Insurance and submit all copies to Engineer who will forward them to the Owner. Owner shall execute all copies and return two copies to the Contractor. Owner shall also furnish a counterpart or conformed copy to the Engineer and shall retain three copies. SC – 2.03 NOTICE TO PROCEED Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following in its place: Following the execution of the Agreement by the Owner and the Contractor, written Notice to Proceed with the Work shall be given by the Owner to the Contractor. The Contract Time will commence to run on the day indicated in the Notice to Proceed. SC - 2.05 BEFORE STARTING CONSTRUCTION Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is to read as follows: 2.05.A.4 Contractor shall submit a preliminary list of construction equipment with hourly rates, owned or rented by the Contractor and all Subcontractors that will be used in the performance of the Work. The equipment list will include information necessary to confirm the hourly rates per Paragraph 11.01.A.5.c of the General Conditions and these Supplementary Conditions including: make, model, and year of manufacture as well as the horse power, capacity or weight, and accessories. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 2 of 12 SC - 2.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the following in its place: Prior to the first application for payment all schedules and documents identified in paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer and Owner as provided below. Acceptance of these schedules and documents by either Engineer or Owner will neither impose on Engineer or Owner responsibility for the sequencing, scheduling or progress of the Work and will not interfere with or relieve Contractor from Contractor’s full responsibility therefore. Add the following after Paragraph 2.07.A.3: Contractor’s Schedule of Construction Equipment will be acceptable to Engineer as to form and substance if it provides the necessary information to reference the equipment and establish the hourly rates in accordance with paragraph 11.01.A.5.c. SC - 4.01 AVAILABILITY OF LANDS Add to Paragraph 4.01.C of the General Conditions the following: If it is necessary or desirable that the Contractor use land outside of the Owner’s easement or right-of-way, the Contractor shall obtain consent from the property owner and tenant of the land. The Contractor shall not enter for materials delivery or occupy for any other purpose with men, tools, equipment, construction materials, or with materials excavated from the site, any private property outside the designated construction easement boundaries or right-of-way without written permission from the property owner and tenant. SC - 4.02 - SUBSURFACE AND PHYSICAL CONDITIONS Delete the first sentence of 4.02.A and replace with the following: A. Reports and Drawings: The Special Provisions identify: Delete the reference to Supplementary Conditions in paragraph 4.02.B and replace with Special Provisions. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 3 of 12 SC – 4.03 - DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS Add the following to the end of Paragraphs 4.03.A. Contractor to notify Owner and Engineer in writing about differing subsurface or physical conditions within 15 days of discovery and before disturbing the subsurface as stated above. No claim for an adjustment in the contract price or contract times (or Milestones) will be valid for differing subsurface or physical conditions if procedures of this paragraph 4.03 are not followed. SC - 4.04 - UNDERGROUND FACILITIES Add the following new paragraph immediately after Paragraph 4.04.A.2. 3. At least 2 but not more than 10 business days before beginning any excavation, the Contractor shall according to MCA 69-4-501, notify all owners of underground facilities and coordinate the Work with the owners of such underground facilities. The information shown or indicated in the Contract Documents with respect to existing underground facilities is based on information and data obtained from the owners of the facilities without field exploration, and as such, Owner and Engineer are not responsible for the accuracy or completeness of such information or data. SC - 4.06 - HAZARDOUS ENVIORNMENTAL CONDITION AT SITE Change the first sentence of paragraph A to read as follows: A. Reports and Drawings: The Special Provisions identify those reports………. SC- 5.02 LICENSED SURETIES AND INSURERS Add the following to the end of Paragraph 5.02.A Without limiting any of the other obligations or liabilities of the Contractor, Contractor shall secure and maintain such insurance from an insurance company (or companies) authorized to write insurance in the State of Montana, with minimum “A.M. Best Rating” of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner and the Engineer and their agents and employees from claims for bodily injury, or property damage which may arise from operations and completed operations under this Agreement. Contractor shall not commence work under this Agreement until such insurance has been obtained and certificates of insurance, with binders, or certified Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 4 of 12 copies of the insurance policy shall have been filed with the Owner and the Engineer. All insurance coverage shall remain in effect throughout the life of the Agreement, except that the Contractor shall maintain the Commercial General Liability Policy including product and completed operations coverage for a period of at least one year following the substantial completion date for property damage resulting from occurrences during the agreement period. SC – 5.04 CONTRACTOR’S LIABILITY INSURANCE Add the following new paragraphs immediately after Paragraph 5.04.B: C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Law or Regulations: 1. Workers’ Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General Conditions. a. State Statutory b. Applicable Federal (e.g. Longshoremans) Statutory c. Employer’s Liability $ 500,000.00 2. Contractor’s Liability Insurance under Paragraphs 5.04.A.3 through 5.04. A.6 of the General Conditions which shall also include completed operations and product liability coverage. a. GENERAL AGGREGATE $ 3,000,000.00 b. Products-Completed Operations Aggregate $ 3,000,000.00 c. Personal and Advertising d. Each Occurrence (Bodily Injury and Property Damage) $ 1,000,000.00 e. Coverage will include: 1. Premises - Operations 2. Operations of Independent Contractor 3. Contractual Liability 4. Personal Injury 5 Products and Completed Operations Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 5 of 12 6. Broad Form Property Damage will include explosion, collapse, blasting and underground where applicable. 7. Per Project Aggregate Endorsement 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury: Each Person $ 500,000.00 Each Accident $ 1,000,000.00 Property Damage: Each Accident $1,000,000.00 (or) b. Combined Single Limit $ 1,000,000.00 Coverage to Include 1. All Owned 2. Hired 3. Non-Owned 4. Contractor’s Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied by primary insurance or a combination of primary and excess or umbrella insurance. Primary occurrence limit cannot be less than $1,000,000.00. Deductible not to exceed $5,000.00 per occurrence on property damage. 5. Add a new paragraph at the end of Paragraph 5.04.B. 1 of the General Conditions as follows: The Contractor’s insurance coverage shall name the Owner, and Engineer and Engineer’s Consultants as an additional insured under Commercial General Liability, Automobile Liability, Excess or Umbrella polices. 6. The Contractual Liability coverage required by Paragraph 5.04.B.4. of the General Conditions shall provide coverage for not less than the following amounts: Each Occurrence $ 1,000,000.00 Aggregate $ 3,000,000.00 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 6 of 12 SC- 5.04.B.5 CANCELATION NOTICE Amend paragraph 5.04.B.5 of the General Conditions by striking out the words “30 days” and replacing them with the words “45 days” and as so amended paragraph 5.04.B.5 remains in effect. SC - 5.06 PROPERTY INSURANCE Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its place: A. Contractor shall purchase and maintain property insurance upon the work at the site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. Include the interests of Owner, Contractor, Subcontractors, Sub- Subcontractors Engineer, Engineer’s Consultants, and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder’s Risk “all risk” or open peril or special causes of loss policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, false work and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than caused by floods), and other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to the fees and charges of engineers and architects); 4. cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; and 5. be endorsed to allow occupancy and partial utilization of the Work by Owner. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 7 of 12 6. include testing and start-up; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with thirty days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Contractor shall be responsible for any deductible or self-insured retention. C. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Paragraph SC5.06 shall comply with the requirements of Paragraph 5.06.C of the General Conditions. D. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Article 5.06.A shall comply with the requirements of GC - 5.06.C. The qualifications of the insurance company shall comply with the requirements of SC- 5.02.A. SC-6.02 Working Hours Add the following to Paragraph 6.02.B: Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be done without prior permission. SC-6.04 PROGRESS SCHEDULE Delete Paragraph 6.04.A.1 of the General Conditions in its entirety and replace with the following: 1. Contractor shall submit to Engineer with each application for payment an updated progress schedule reflecting the amount of work completed and adjustments to future work. Such adjustments will be acceptable to Engineer as providing an orderly progression of the Work to completion within any specified milestones and the Contract Time. No progress payment will be made to Contractor until the updated schedules are submitted to and acceptable to Engineer and Owner. Review and acceptance of progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or progress of the Work, nor interfere with or relieve Contractor from Contractor’s full responsibility therefore. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 8 of 12 SC- 6.13 SAFETY AND PROTECTION Change Supplementary Conditions in paragraph 6.13.C to Special Provisions. Add new paragraphs to the end of paragraph 6.13.F of the General Conditions as follows: G. It is expressly understood by the parties to this Agreement that the Contractor is solely responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. The right of the Owner and Engineer to observe or otherwise review the Work and operations shall not relieve the Contractor from any of his covenants and obligations hereunder. Contractor shall incorporate all safety requirements into his construction progress and work schedules including preconstruction and scheduled monthly safety meetings, posted safety rules, tailgate meetings, and site inspections by safety and other inspectors employed by the Contractor. H. The Contractor shall be responsible for and shall take necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain all underground pipes, conduits, drains, sewers, water mains, gas mains, cables, etc., and other underground construction uncovered in the proximity, or otherwise affected by the construction work performed by him. All pavement, surfacing, driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires damaged by the Contractor’s operations in the performance of this work shall be repaired and/or replaced to the satisfaction of the Owner, Engineer, and effected property owner at the Contractor’s expense. The Contractor shall also be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property or facility, regardless of location or character, which may be caused by moving, hauling, or otherwise transporting equipment, materials, or men to and from the work or any part of site thereof; whether by him or his subcontractors. The Contractor shall make satisfactory and acceptable arrangements with owner of, or the agency or authority having jurisdiction over, the damaged property or facility concerning its repair or replacement or payment of costs incurred in connection with said damage. I. The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, the Contractor shall obtain approval from the governing party and shall, at his own expense, provide and maintain suitable and safe bridges, detours, and other temporary expedients for the accommodation of public and private drives before interfering with them. The provisions for temporary expedients will not be required when the Contractor has obtained permission from the owner and tenant of the private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 9 of 12 J. Safety provisions must be entirely adequate and meet with City or State and Federal regulations to protect the public on these streets and roads. SC- 6.20 INDEMNIFICATION Add a new paragraph immediately after paragraph 6.20.A. of the General Conditions which is to read as follows: While Owner and Engineer may have the right under this Contract to observe or otherwise review the work, progress and operations of the Contractor, it is expressly understood and agreed that such observation shall not relieve the Contractor from any of its covenants and obligations hereunder. SC-9.03 PROJECT REPRESENTATIVE Refer to the Special Provisions for identification of the responsibilities and authority and limitations of the Engineer’s Resident Project Representative (if any). SC- 11.01 COST OF THE WORK Delete paragraph 11.01 .A.5.c of the General Conditions in its entirety and insert the following in its place: 11.01.A.5.c The rental of all construction equipment and machinery and parts thereof whether rented from Contractor or rented from others. The cost shall be calculated as follows and will include the costs of transportation, loading, unloading, assembly, dismantling and removal thereof for equipment involved only in the changed portion of the work covered under the cost of the Work method. Transportation, loading and assembly costs will not be included for equipment already on the site which is being used for other portions of the Work. The cost of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Hourly equipment and machinery rates shall be calculated from the Rental Rate Blue Book for Construction Equipment, and the Equipment List submitted according to SC 2.05 and SC 2.07, and as follows: 1. For working equipment, the hourly rate shall be the monthly rental rate divided by 176 hours per month plus the hourly operating cost. 2. For equipment on standby, the hourly rate shall be 50% of the monthly rental rate divided by 176 hours per month, and the hourly operating cost shall not be applied. 3. For specialized equipment rented for a short duration used for change order work or additional work not part of the scope of work bid, the Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 10 of 12 equipment rental rates will be negotiated prior to the work being performed. SC-l1.03 UNIT PRICE WORK Delete paragraph 11.03.D.1 and 2 of the General Conditions in its entirety and insert the following in its place: l. the quantity of a particular item of Unit Price Work performed by Contractor differs by more than 25% from the estimated quantity of such item indicated in the Agreement, and 2. the total cost of the particular individual item of Unit Price Work amounts to 10% or more of the Contract Price which is the total sum of all schedules (if any), and SC- 14.02.A APPLICATIONS FOR PAYMENTS Add the following language at the end of paragraph 14.02.A.1 of the General Conditions: Payments for materials in storage shall be based only upon the actual cost of the materials and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, invoice or other document warranting clear title for materials in storage will be waived for the material in storage included in the first progress payment application. However, proof of payment and clear title must be submitted with Application No. 2 for all material included in Application No. 1. Without such documentation amounts paid for materials in storage will be deducted from subsequent payments. Beginning with the second application, all requests for payment for materials in storage shall be accompanied by Bill of Sale, invoice or other document warranting clear title as required above. Add the following to Paragraph 14.02.A.3: In accordance with state law the Owner may accept deposited securities in lieu of cash retainage. Retainage may be used by the Owner to offset costs for any of the losses enumerated in Paragraphs l4.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D.1.a. through 14.02.D.1.d inclusive, or 15.02.C. In addition retainage may be used by the Owner to protect against loss from failure by the Contractor to complete necessary work and to offset any liquidated damages due Owner. Add a new paragraph after paragraph to 14.02.A.3 to read: 4. Each application for progress payment shall be accompanied by Contractor’s updated progress schedule, shop drawing schedule, procurement schedule, and other data specified herein or reasonably required by Owner or Engineer. The Owner reserves the right to require submission of monthly certified payrolls by the Contractor. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 11 of 12 SC – 14.02.C PAYMENT BECOMES DUE Delete Paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in its place: 1. The Owner will, upon presentation to him of the Contractor’s Application for Payment with Engineer’s recommendation, review and act upon said payment request once each month on or about the day of each month stipulated by the Owner at the preconstruction conference. Payment will become due when Owner approves the application for payment and when due, will be paid by Owner to Contractor. SC- 14.02.D.1.c Amend the sentence of Paragraph 14.02.D.1.c to read: …entitling Owner to a set-off against the amount recommended, including liquidated damages;or... SC-14.03 CONTRACTORS WARRANTY OF TITLE Add the following at the end of Paragraph 14.03.A of the General Conditions: Neither recommendation of any progress payment by Engineer nor payment by the Owner to Contractor, nor any use or occupancy of the Work or any part thereof will release the Contractor from complying with the Contract Documents. Specifically the Contractor shall maintain in accordance with Article 5, property insurance on all Work, materials, and equipment whether incorporated in the project or not and whether included in an application for payment or not, for the hull insurable value thereof. Passing title to Owner for materials and equipment included in an application for payment does not relieve the Contractor of the Contractor’s obligation to provide insurance (including property insurance) as required in Article 5 of the General Conditions and these Supplementary Conditions. All insurance shall remain in effect as provided in Article 5. SC- 14.05 PARTIAL UTILIZATION Add the following to Paragraph 14.05.A: Owner has the right to take possession of or use any completed or substantially completed portions of the work at any time, but such taking possession or use will not be deemed an acceptance of any work not completed in accordance with the Contract Documents. Owner’s use of any facilities so identified in the Contract Documents will not be grounds for extension of the contract time or change in the contract price. Owner’s use of any facilities not specifically identified in the Contract Documents will be in Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Section 00810 – 6th Edition Supplementary Conditions to the General Conditions Page 12 of 12 accordance with conditions agreed to prior to such use, and any extra costs or delays in completion incurred and properly claimed by Contractor will be equitably adjusted with a Change Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used by Owner prior to substantial completion of the entire work will be done in accordance with General Conditions 14.04. Guarantee periods for accepted or substantially completed work including mechanical and electrical equipment will commence upon the start of continuous use by Owner. All tests and instruction of Owner’s personnel must be satisfactorily completed, and Owner shall assume responsibility for and operation of all facilities occupied or used except as may arise through portions of work not yet completed by Contractor If the work has been substantially completed and the Engineer certifies that full completion thereof is materially delayed through no fault of the Contractor, the Owner shall, without terminating the Agreement, make payment of the balance due for the portion of the work fully completed and accepted. SC- 14.06 FINAL INSPECTION Add the following to Paragraph 14.06.A: After Contractor has remedied all deficiencies to the satisfaction of the Engineer and delivered all construction records, maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, and other documents (all as required by the Contract Documents), Owner and Contractor shall be promptly notified in writing by Engineer that the work is acceptable. SC- 17.01 GIVING NOTICE Add the following to Paragraph 17.0l.A: The mailing address for giving notices to Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Contractor will be mailed or delivered. The mailing address for giving notices to Owner given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Owner shall be mailed or delivered. Either party may change his address at any time by an instrument in writing delivered to Engineer and to other party. END OF SECTION 00810 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 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: 0492DD35-CA56-8E9F-80BC-A47A95284358 1 of 10 City of Bozeman Special Provisions CITY OF BOZEMAN SPECIAL PROVISIONS 1. GENERAL The work to be performed under this contract involves furnishing all labor, materials, equipment, supplies and services necessary for the construction of the Whittier Elementary Parking Lot in the City of Bozeman. All work shall be performed in accordance with applicable sections of the Montana Public Works Standard Specifications Seventh Edition (MPWSS), 7th Edition, and as further modified by the City of Bozeman Modifications to MPWSS, 7th Edition, which is hereby included as part of these specifications. All references to MPWSS sections, unless otherwise noted, are a reference to said Montana Public Works Standard Specifications. All correspondence and official authorization concerning the work shall be with the Owner or his designated representatives as identified at the preconstruction meeting. Any changes in the Work or schedule not authorized by the above shall be deemed as unauthorized and shall be done at Contractors risk at no cost to the Owner. All damages, reparations, and costs thus incurred during the progress of such unauthorized work shall be borne exclusively by the Contractor. 2. SCOPE OF WORK Reconstruction of the exiting Whittier Elementary School parking lot at the southwest corner of N. 6th Ave and W. Short St including new pavement, striping, accessible parking, pedestrian connectivity, stormwater management / drainage improvements, site lighting, and landscaping. 3. AWARD OF CONTRACT If the contract is awarded, the Owner will award a single Contract in accordance with the Instructions to Bidders. Bidders shall submit a Bid on a unit price basis for each item of Work listed as provided and described above and in the Measurement and Payment Section. 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 Bid. The award of the contract, if awarded, will be made within the period specified in the Invitation to Bid to the lowest responsive, responsible Bidder whose Bid complies with all the requirements prescribed herein. The successful Bidder will be notified by letter, mailed to the address shown on the Bid, that his Bid has been accepted and that he has been awarded a contract. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 2 of 10 City of Bozeman Special Provisions 4. TIME OF COMMENCEMENT AND COMPLETION DATE The beginning of the Contract Time shall be stated in a written NOTICE TO PROCEED written by the Project Manager to the Contractor. Where multiple schedules are awarded under a single contract, the contract times shall run concurrently, unless the City agrees to issue separate notices to proceed. The Contract Time will expire automatically after the number of calendar days stated as Contract Time, or according to the dates provided, except as the Contract Time may be extended b y change order. 5. COST LIMITATIONS The Owner reserves the right to eliminate or reduce certain proposal items from the project following the Bid Opening to make the project financially feasible with the limitations of the funds allocated for this project. The determination of which items shall be eliminated shall be the responsibility of the Owner. 6. NAMES, PRODUCTS AND SUBSTITUTIONS Where products or materials are specified by manufacturer, trade name, or brand, such designations are intended to indicate the required quality, type, utility, and finish. Requests for proposed substitution shall include complete specifications and descriptive data to prove the equality of proposed substitutions. Substitutions shall not be made without the written approval of the Owner. No substitutions will be considered until after contract award. 7. APPROVAL OF EQUIPMENT AND MATERIALS The Contractor shall furnish to the Owner or its Project Manager for approval the name of the manufacturer of machinery, mechanical and other equipment and materials which he contemplates using in execution of the work, together with the performance capacities and such other information which may be pertinent or required by the Owner. 8. BIDDER'S QUALIFICATIONS The Contractor shall show evidence that he has the finances, organization, and equipment to perform the work with a limited number of subcontractors. The Contractor will be required to have a full- time resident General Superintendent on the job at all times while the work is in progress. He shall be in a position to direct the work and make decisions either directly or through immediate contact with his superior. Absence or incompetence of the superintendent shall be reason for the Owner to stop all work on the project. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 3 of 10 City of Bozeman Special Provisions 9. WARRANTY The Contractor is required to provide a 2-year warranty bond after final walk-through of the project by the Owner. 10. SCHEDULING Prior to or at the PRECONSTRUCTION CONFERENCE, the Contractor shall provide the Owner the following schedules: A. A practicable CONSTRUCTION PROGRESS SCHEDULE showing the order, timing, and progress in which the Contractor proposes to prosecute the work. This schedule shall be in Bar Graph, CPM or PERT format. The schedule shall be updated and re-submitted as necessary to reflect project changes. B. A PAYMENT SCHEDULE showing the anticipated amount of each monthly payment that will become due the Contractor in accordance with the Construction Progress Schedule. C. The Contractor shall limit working hours to 7:00 a.m. to 7:00 p.m. No work shall be done outside of these hours unless specifically approved by the Owner. 11. PRECONSTRUCTION CONFERENCE After the contract(s) have been awarded, but before the start of construction, a conference will be held at the Project Engineer’s Office, at Cushing Terrell; 411 East Main Street, Suite 101, Bozeman, MT, for the purpose of discussing requirements on such matters as project supervision, on-site inspections, progress schedules and reports, payrolls, payment to contractors, contract change orders, insurance, safety, and any other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel and a representative from each of the affected utility companies connected with the project on hand to meet with a representative of the Owner to discuss the project and any problems anticipated. 12. UNDERGROUND UTILITIES The Contractor shall be responsible for checking with the Owners of underground utilities such as the City, County, power and telephone 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 his work with the agencies Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 4 of 10 City of Bozeman Special Provisions and to keep them informed of his construction activities so that these vital installations are fully protected at all times. A Montana One-call system, phone number 1-800-424-5555 has been set up to facilitate requests for underground facility locate information. The Contractor is responsible for contacting the One-call system prior to any excavation. 13. EASEMENTS, RIGHTS-OF-WAY, ADJOINING PROPERTY The Contractor shall contain all of his construction operations within the easements and rights of way unless written approval is secured from the owner of the adjoining property or written approval is given by the Owner to utilize the adjacent land area. 14. TRAFFIC CONTROL B. General. The Contractor shall at all times conduct his operations so that there is a minimum interruption in the use of the City's streets affected by the work. Exact procedures in this respect shall be established in advance of construction with the City Project Manager. Barricade function, design and construction shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and the Standard Specifications for Road and Bridge Construction of the State Highway Commission of Montana latest Edition. Should construction of the project require the closure of any streets, roads or highways or require night-time or long-term traffic control, the Contractor will be required to prepare a detailed TRAFFIC CONTROL PLAN to address the methods and means of controlling traffic under the specific conditions. Traffic control plans shall be in conformance with the requirements of the Manual on Uniform Traffic Control Devices. In regards to closures, the plan shall include specific details on traffic detours and estimated durations of the closures. Details of signing, barricades, flagging and other traffic control devices shall be presented. The traffic control plan shall be approved by the Owner prior to construction. The Contractor may be required to modify or adjust a traffic control set-up to fit specific field conditions encountered during construction. C. Traffic Access. Construction work shall be programmed by the Contractor so that local traffic will have continuous access within one block of any given property. It shall be the responsibility of the Contractor to notify all affected residents in the area of programmed work, of street closures, parking requirements and restrictions, and any other conditions, a minimum of twenty-four (24) hours prior to beginning work within the affected area. All signing, barricades, and other traffic control measures shall be provided by the Contractor. D. Warning Signals. All streets, roads, highways and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed, mounted or affixed acceptable warning signs. Barricades shall be located at the nearest Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 5 of 10 City of Bozeman Special Provisions intersecting public highway or street on each side of the blocked section. All open trenches and other excavations within the construction area shall be provided with suitable barriers, signs and lights to the extent that adequate public protection is provided. All abrupt grade changes greater than one inch which traffic is required to pass over; and obstructions, including but not limited to, material stockpiles and equipment shall be similarly protected. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sundown to sunrise. E. Notifications. The Contractor shall coordinate all of the Contractor’s construction activities to minimize conflicts at the work site, off-site events, or other construction projects nearby. The Contractor shall notify all affected residents and businesses, the Bozeman Police, Fire, Street, and Sanitation Departments, Laidlaw Bus Service, Streamline Bus Service, AMR Ambulance Service, and Allied Waste Services of all planned street closures a minimum of 24 hours before any actual street closure. In addition, all businesses affected by a street closure shall be given seven (7) days advance notice of the upcoming street closure. The Contractor shall maintain a log of all advance notifications that have been made for each street segment construction site. Prior to closure of any collector or arterial street, the Contractor shall prepare a news release announcing the upcoming street closure which shall specify at a minimum the impact of the construction upon the public and the duration of the work. At least three days prior to the street closure, the Contractor shall submit the news release to all local news media, and shall cause the news release to be published as a display ad in the Bozeman Daily Chronicle. F. Signalized Intersections. The Contractor shall coordinate with the City of Bozeman Street Department and the Montana Department of Transportation when working in or near a signalized intersection. Signals shall not be disrupted without prior approval by City of Bozeman Street Department and the Montana Department of Transportation. G. Work Methods. 1. The Contractor shall position all traffic control devices according to plan prior to positioning personnel or equipment on the traveled way. 2. The Contractor shall inspect and check the work zone traffic control frequently including weekends, holidays, and other non-working days, and shall correct any deficiencies discovered. The Contractor shall keep a log of all inspections. 3. Construction traffic control devices shall be removed or covered when they are not being used for construction activities. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 6 of 10 City of Bozeman Special Provisions 4. If the Contractor fails to correct a deficiency in the traffic control system that the Project Manager deems a necessary traffic control modification to expedite the movement of traffic or an emergency hazard to life and/or property, the Owner may correct the deficiency and be reimbursed for all costs from the next progress payment to the Contractor. 5. Flagging shall be only performed by certified and properly equipped flagpersons. Flagging shall be done as described in the booklet “Instructions to Flagpersons” published by the Montana Department of Transportation. 6. Sidewalks and crosswalks shall remain free of debris and open to pedestrians to the greatest extent possible. When necessary, pedestrian detours shall be established or the sidewalk shall be properly closed to travel in accordance with the MUTCD and City of Bozeman requirements. 7. The Contractor shall schedule the work to minimize inconvenience to the Owner and to adjacent property owners and to minimize interruptions to utility service and through traffic. The Contractor shall maintain vehicular access to local businesses at all times. Work shall be scheduled so as to minimize disruptions to local mail and freight delivery. The Contractor shall maintain vehicular access to residences able to be used after each shift. Street closures shall be closures to through traffic with local traffic allowed. Provide channelization, flaggers, or other measures necessary to allow the safe passage of local vehicles to access residences that are within the work zone but not blocked by construction. Notify all residents at least 24 hours in advance of any access restrictions for individual approach or street closures. Schedule work such that individual approach closures last no more than a single shift. The Contractor shall utilize whatever means he deems necessary to allow traffic on driveway curbs and aprons a maximum of 10 days after they are poured unless approval is specifically granted by the homeowner to leave them closed for a longer period of time. The Contractor will be responsible for any cracking or broken sidewalk that may result from use of the driveways. 8. The Contractor shall designate one (1) employee whose primary purpose shall be to coordinate traffic control and shall provide a 24 hour per day telephone number or numbers to contact this person. 15. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 7 of 10 City of Bozeman Special Provisions The Contractor is responsible for proper disposal of all waste soils, materials, and slurries unless otherwise directed herein. Where waste materials are disposed on private property not owned by the Contractor, evidence of property owner's written permission shall be obtained and provided to the Owner. Contractor shall comply with all Local, State, and Federal laws and regulations pertaining to fill in wetlands and floodplains. The Contractor shall dispose of all refuse and discarded materials in an approved location. The Contractor shall exercise all reasonable precautions throughout the life of the project to prevent pollution or siltation of the city stormwater system, rivers, streams or impoundments. Pollutants such as chemicals, slurries, fuels, lubricants, bitumens, raw sewage, and other harmful wastes shall not be discharged into the city stormwater system or into or alongside of rivers, streams, impoundments or into natural or manmade channels leading thereto. In addition, the Contractor shall conduct and schedule his operations to avoid muddying or silting of rivers, streams or impoundments. The Contractor shall meet the requirements of the applicable regulations of the Montana DEQ, Department of Fish, Wildlife and Parks, Department of Health and Environmental Sciences and other State or Federal regulations relating to the prevention or abatement of water pollution and siltation. The Contractor's specific attention is directed to the Montana Water Quality Act and the Montana Stream Preservation Act. The Contractor shall be responsible for obtaining any required discharge permits associated with groundwater de-watering operations and stormwater runoff. All debris or waste materials shall be cleaned up by the end of the work day. 16. PROTECTION OF EXISTING PAVEMENT All equipment shall be fitted with pads on the outriggers and other accessories as necessary to prevent damage to existing pavement during the course of the project. Any damages to pavement shall be corrected by the Contractor, at his expense, in a manner as directed by the Project Engineer. 17. 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. 18. SALVAGEABLE ITEMS Any items removed from the existing system under the terms of this contract shall remain the property of the Owner. Should the owner choose not to accept any salvageable items, then the Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 8 of 10 City of Bozeman Special Provisions Contractor shall dispose of those items at his expense at a site or landfill acceptable to the Project Manager. Any costs for the above referenced work shall be at the contractor’s expense. 19. ACCESS TO RECORDS The Contractor shall allow access to any books, documents, papers and records which are directly pertinent to this Contract by the Owner, State or Federal agencies, or any of their duly authorized representatives for the purpose of making an audit, examination, excerpts or transcriptions. 20. INSURANCE Insurance coverage required under this contract shall extend, at a minimum, to the end of the contract time. 21. LANDSCAPING RESTORATION CONTRACTOR shall be responsible for the restoration of any and all landscape features disturbed during construction. All landscaping disturbed by construction activities must be restored to a condition equal to or better than the conditions existing prior to construction as judged by the OWNER. The CONTRACTOR shall be required to stockpile and replace all topsoil and irrigation systems disturbed by construction. 22. PROTECTION OF TREES, SPRINKLER SYSTEMS, AND PROPERTY PINS Prior to initiation of any excavation or removal of existing concrete, the Contractor shall cut all tree roots at the back limits of excavation with a Vermeer root cutter or other similar machine capable of cutting the roots in a neat clean, fashion from existing ground to subgrade elevation. Indiscriminate ripping of tree roots will not be permitted. In addition, the Contractor shall take special care when working around trees to avoid any unnecessary damage to the branches or the trunks of trees. Protective barriers shall be placed around trees as necessary to prevent inadvertent damage by equipment. The contractor shall meet with the City forester prior to beginning construction activity to discuss park tree trimming. All tree trimming is the responsibility of the City forestry department. The contractor shall be expected to provide reasonable access to forestry before and during construction to trim trees as needed. Any substantial damage to a park tree resulting from construction activity may result in a penalty accessed to the contractor. If such damage occurs, the City Forester will inspect and access the damage and the contractor may be held liable for such damage at the discretion of the City Forester. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 9 of 10 City of Bozeman Special Provisions If tree roots are left exposed due to construction activity, the contractor must cover the roots with topsoil or an erosion control blanket to prevent damage to the roots. Tree roots must be protected in this manner whenever the exposure is anticipated to last more than 2 calendar days. The contractor shall take extra care when working around trees. A general rule for this project shall be maintaining a 5-foot radius “no dig zone” around trees when excavating for deep buried utilities (water and sewer). The Contractor shall take care to locate any existing sprinkler heads or lines prior to excavation. Any sprinkler systems which are damaged shall be repaired by the Contractor. The Contractor shall be responsible for preserving existing property pins in the field. The cost of resetting property pins removed by the Contractor shall be the responsibility of the Contractor. Existing irrigation to trees shall be operational throughout the project or manual watering must be coordinated with the City Forester. 23. UNSCHEDULED EMPLOYMENT OF CITY WATER/SEWER SERVICE WORKERS One City Of Bozeman Water/Sewer Operations Dept service worker will be available 7:15 AM till 5:15 PM Monday-Friday with the exception of City recognized holidays for the water and sewer main replacement portion of the work. Work scheduled outside these times with less than 24 hours notice will be billed at 1.5 times the service worker’s base pay rate of $ 38.00 per hour. Call outs (emergency response with no notice) will be billed 2 hours double time the base rate. Each succeeding hour thereafter 1.5 times the base rate. The CONTRACTOR is required to respond to affected property owners within the project and resolve complaints/issues that are raised. If the City is contacted due to non-responsiveness on the part of CONTRACTOR, the City will resolve the issue and charge the CONTRACTOR for its time at the rates provided for in this section. 24. DELAYS The Contractor shall schedule the Work to be completed within the Contract Time(s) stipulated in the Agreement, including an allowance for time lost due to abnormally cold weather, abnormal precipitation, or other natural phenomena. Time extensions will not be granted for rain, wind, flood, or other natural phenomena of normal intensity for the locality where Work is performed. Such events will not constitute justification for an extension of time unless agreed upon by both the Project Manager and Contractor, and the total time lost to such events exceeds 5% of the Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 10 of 10 City of Bozeman Special Provisions Contract Time. For purposes of determining extent of delay attributable to unusual weather phenomena, a determination shall be made by comparing the weather for a minimum continuous period of at least one-fourth of the Contract Time involved with the average of the preceding 5 – year climatic range during the same time interval based on U.S. Weather Bureau statistics for the locality where the Work is performed. 25. CONSTRUCTION STAKING Construction staking is to be provided by Contractor. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Whittier Elementary Parking Lot – Measurement and Payment Page 1 of 6 Measurement and Payment Measurement and Payment This measurement and Payment section describes the work included for each bid item, and how each bid item is to be measured and how payment will be issued. This section does not necessarily include descriptions for all the incidental items required to complete the bid item. Bidder shall include any additional incidental cost necessary for completing each cost item, if not listed in the descriptions below, including all labor, material, equipment, transporting of material, etc. Part 4 – Measurement and Payment of Montana Public Works Standard Specifications shall be deleted and replaced with this Measurement and Payment section. Bid Item Description 1. Mobilization, Bonding, Insurance & Submittals • Mobilization & Demobilization of equipment and materials to the site, • Bonding requirements, • Insurance requirements, • Material submittals, • Permits including City of Bozeman right-of-way permit as required, etc. • Measurement & Payment are based on lump sum basis. Partial Payments based on percent of work complete will be considered. 2. Miscellaneous Work • Work item includes minor additional items that are in addition to the work items described herein. • Examples of miscellaneous work might include: o Sub excavation of soft subgrade areas encountered during construction or proof rolling. • Measurement & Payment are to be made per each (EA) completed and accepted item. 3. Stormwater Management and Erosion Control • Work item includes installation, maintenance, and removal of temporary stormwater BMPs • Measurement & Payment are based on lump sum basis. Partial Payments based on percent of work complete will be considered. 4. Traffic Control • Work item includes all traffic control devices, and personnel, as required. • Includes coordination and permitting with the City of Bozeman as necessary to complete the work. • Measurement & Payment are based on lump sum. Contractor to determine the number of days Construction Traffic Control is necessary. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Whittier Elementary Parking Lot – Measurement and Payment Page 2 of 6 Measurement and Payment 5. Site Demolition & Material Haul Off • Work item includes removal and haul off of existing asphalt, base course gravels, sidewalk, curb & gutter, signs, water meter pit, and other existing site items as depicted in drawings. • Includes excavation to subgrade elevation in areas required. • Contractor to haul off material and dispose off site. • Contractor to coordinate pavement demolition schedule with Bozeman School District, providing adequate notice for parking lot closure. • Measurement & Payment are based on lump sum. 6. Construction Surveying • Work item includes all materials, equipment, and labor for field surveying, and staking. • Measurement & Payment are based on lump sum basis. Partial Payments based on percent of work complete will be considered. 7. Material Testing • Work item includes all materials, equipment, and labor for material testing. • Subgrade, sub-base, base course, concrete flatwork, curb & gutter, and asphalt density testing. • Measurement & Payment are based on lump sum basis. Partial Payments based on percent of work complete will be considered. 8. Asphalt Pavement • Work item includes preparation of asphalt sub-base / base material surface. • New geotextile fabric. • Fine grading of base course. • Compacting and proof rolling existing base course material. • Asphalt prime and tack coating. • New asphalt pavement (PG 58-28) Grade B per Section 02510 of MPWSS. • Measurement & Payment are based on Square Yard (SY) of new asphalt pavement installed and accepted. • Item includes all materials, tools, labor and equipment necessary to complete the item and all related incidental work. 9. Concrete Curb & Gutter • Item does not include areas of curb damaged during construction. These areas of curb are to be replaced at no additional cost to the owner. • Gravel base course material under curb is incidental to this bid item. • Refer to Section 02528 in MPWSS for material specifications. • Measurement & Payment are based on Linear Foot (LF) of installed and accepted curb and gutter. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Whittier Elementary Parking Lot – Measurement and Payment Page 3 of 6 Measurement and Payment 10. Concrete Curb Channel • Includes area preparation, forming, and pouring new concrete curb channel • 3” compacted depth of crushed base coarse gravel base course material under curb channel is incidental to this bid item. • Refer to Section 02528 in MPWSS for material specifications. • Measurement & Payment are based on Linear Foot (LF) of installed and accepted valley gutter. 11. Concrete Sidewalk • Work item includes all labor and concrete materials, including fiber mesh reinforcement. • Measurement & Payment are based on square foot (SF) of installed and accepted concrete sidewalk. 12. Concrete Driveway • Work item includes all labor and concrete materials. • Concrete driveway to be installed per City of Bozeman standard detail and standards. • Measurement & Payment are based on lump sum (LS) of installed and accepted concrete driveway. 13. ADA Ramp • Work item includes all labor and concrete materials including truncated domes, and rebar dowels. • Measurement & Payment are based on each (EA) of installed and accepted ADA Ramp. 14. Gravel Base Course • Material to be 1-1/2” minus crushed. Refer to Section 02235 in MPWSS. • Compacting and proof rolling new base course material. • Measurement & Payment are based on Cubic Yard (CY) of in place and compacted base course material. Contractor to provide load tickets for material hauled to site. Partial Payments based on percent of work complete will be considered. 15. Gravel Sub-Base Course • Material to be 3” minus crushed. Refer to Section 022345 in MPWSS. • Compacting and proof rolling new base course material. • Measurement & Payment are based on Cubic Yard (CY) of in place and compacted sub-base course material. Contractor to provide load tickets for material hauled to site. Partial Payments based on percent of work complete will be considered. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Whittier Elementary Parking Lot – Measurement and Payment Page 4 of 6 Measurement and Payment • Includes material required to bring site up to subgrade elevations for asphalt pavement section. 16. Pavement Striping and Markings • Work item includes all parking lot pavement striping and symbols as shown in drawings. • Refer to detail in drawings and Section 02581 in MPWSS. • Measurement & Payment are based on lump sum (LS) basis. 17. ADA Signage • Item include ADA sign, post, concrete base, and all other pertinent items required to furnish and install sign per construction drawings. • Measurement & Payment are based on each (EA) accepted ADA sign installed. 18. Stormwater Drywell • Includes excavation, backfill, supply and install of new precast drywell, with associated washed rock, geotextile fabric, grate, frame, adjustment rings, etc per drawing. • Assume native gravels are 15’ below existing ground surface. • Measurement & Payment are based on lump sum (LS) basis. 19. Stormwater Pond • Includes all excavation, haul off, grading, and compaction for new stormwater pond shown in drawings. • Measurement & Payment are based on lump sum (LS) basis. 20. Water Meter • Supply and install new water meter pit per drawings and City of Bozeman standards. • Includes all water line connections necessary to connect to existing water line stub, • Measurement & Payment are based on each (EA) water meter installed. 21. Irrigation System • Supply and install all irrigation system components, including trenching, bedding, backfilling, backflow preventer, enclosures, concrete pad for enclosure, conduits, valves, valve boxes, sleeves, drains, controller, weather station, sensor, and all other elements not otherwise listed as separate bid items associated with the irrigation system shown in the drawings. • Measurement & Payment are based on lump sum (LS) basis. 22. Deciduous Tree - Large • Includes all labor, equipment, and material required to install tree as shown in drawings. Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Whittier Elementary Parking Lot – Measurement and Payment Page 5 of 6 Measurement and Payment • Planting soil and Mulch are separate bid items. • Measurement & Payment are based on each (EA) accepted large deciduous tree installed. 23. Deciduous Tree - Small • Includes all labor, equipment, and material required to install tree as shown in drawings. • Planting soil and Mulch are separate bid items. • Measurement & Payment are based on each (EA) accepted small deciduous tree installed. 24. Shrub • Includes all labor, equipment, and material required to install shrub as shown in drawings. • Planting soil and Mulch are separate bid items. • Measurement & Payment are based on each (EA) accepted shrub installed. 25. Perennial • Includes all labor, equipment, and material required to install perennial as shown in drawings. • Planting soil and Mulch are separate bid items. • Measurement & Payment are based on each (EA) accepted perennial installed. 26. Landscape Mulch • Place landscape mulch to depth and areas shown in drawings. • Measurement & Payment are based on cubic yards (CY) accepted landscape mulch placed. 27. Landscape Edging • Includes all labor, equipment, and material required to install landscape edging shown in drawings. • Measurement & Payment are based on linear feet (LF) of accepted landscape edging installed. 28. Planting Soil • Includes supply and placement of all planting soil around each tree, shrub, and perennial as shown in drawings. • Measurement & Payment are based on cubic yards (CY) of accepted planting soil placed. 29. Electrical Service • Coordination with NorthWestern Energy for the installation of a new electrical service. Item includes trenching, bedding, conduits, backfill, compaction, and Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Whittier Elementary Parking Lot – Measurement and Payment Page 6 of 6 Measurement and Payment pulling wire from new service disconnect to light pole and irrigation controller per drawings. • Measurement & Payment are based on lump sum (LS) basis. 30. Light Pole • New light pole, concrete base, and light fixtures per drawings. • Measurement & Payment are based on lump sum (LS) basis. END OF SECTION Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Montana Public Works Standard Specifications 7th Edition and City of Bozeman Modifications Incorporated by Reference Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Appendix A: Contract Quantities Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Appendix B: Contract Drawings Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 DURSTON RDN 6TH AVE. N 7TH AVE.W TAMARACK ST.W PEACH ST.W MAIN ST.W VILLARD ST.W SHORT ST.DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTIONDOCUMENTS02.27.20262024 B24-039Engineering234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715406.586.0277 • tdhengineering.comANLE FNESSIOLN GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE2/26/2026 4:36 PM | I:\2024\BOZ\B24-039 Whittier School Parking Lot\06_CADD\CIVIL\DWG\B24-039 C100 COVER.dwgC100CIVILCOVER SHEETCJCBID SETWHITTIER SCHOOL PARKING LOTBOZEMAN, MONTANAFEBRUARY 2026CIVIL SHEET INDEXSHEETDESCRIPTIONC100CIVIL COVER SHEETNOTES, LEGEND, & ABBREVIATIONSC101C201BILLINGSPROJECT LOCATIONLOCATION MAPBUTTEBOZEMANHELENAGREAT FALLSZONING MAP, VICINITY MAP & CONSTRUCTION ROUTENTSPROJECT SITEBIG SKYLOTS 1 & 2 IN BLOCK 3 OF THE VIOLETT ADDITION TO BOZEMAN,LOCATED IN THE NE1/4 SEC. 12, T2S, R5E, P.M.M., GALLATIN COUNTY, MONTANA12 MILE RADIUSAROUND PROJECTSITEC301CIVIL SITE PLANCONSTRUCTIONROUTE (TYP.)CIVIL DETAILSC401TOTAL11 SHEETSEXISTING CONDITIONS & DEMO PLANOWNER & APPLICANTBOZEMAN SCHOOL DISTRICTAttn: MATTHEW STARK - DIRECTOR OF FACILITIES404 WEST MAIN STREETBOZEMAN, MT 59715P: 406-522-4879matthew.stark@bsd7.orgCIVIL ENGINEERCONTACTSTD&H ENGINEERINGAttn: CODY CROSKEY234 E. BABCOCK ST. SUITE 3BOZEMAN, MT 59715P: 406-586-0277cody.croskey@tdhengineering.comARCHITECTURE/LANDSCAPE ARCHITECTURECUSHING TERRELLAttn: ADAM SCHLEGEL411 E MAIN ST #101BOZEMAN, MT 59715P: 406-556-7100adamschlegel@cushingterrell.comC302CIVIL GRADING PLANLANDSCAPE PLANL301L401L501PLANTING DETAILSPARKING LOT SITE LIGHTING PLANE100IRRIGATION PLANL502IRRIGATION DETAILSDocusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 TRAFFIC FLOW ARROWELECTRIC - UNDERGROUND WATERLINESTORM DRAINSANITARY SEWERGASCOMMUNICATIONS RISERTREE - DECIDUOUSTRAFFIC SIGNEXISTINGELECTRICAL BOXELECTRICAL METERFIRE HYDRANTGAS METERLIGHT POLEEDGE OF ASPHALTCONTOURCONCRETECONTROL POINT WITH NUMBERCURB & GUTTERCLEANOUTBUILDINGDESCRIPTIONCOMMUNICATIONS - UNDERGROUND SDSSWSTORM DRAIN MANHOLESANITARY SEWER MANHOLEWATER VALVEPROPERTY LINEUTILITY EASEMENT LINEEDGE OF GRAVELSPOT ELEVATION3415NEWSTORM DRAIN INLETWATER WELLTFSTORM DRAIN SWALE4877.81'CP#1UTILITY POLESTREET/SITE LIGHT171615141318171615OASAVANNAH STDOWNY LNMARLYN CTR32BAXTER LNLOLO WAYFLURRY LNHMONIDA STCST5ARNHEM WAYDURSTON RDGALLATIN COUNTYCITY OF BOZEMAN4ANNIE STETHAN WAYGLENWOOD DRSHADOWGLEN DR JONI STBROOKSIDE LNBRISBIN STWATERS STBEMBRICK STCLASSICAL WAYTBENEPE STSALEXANDER ST MONROE STCOVER STHUFFINE LN8N-SM-IM-IRAEWATER ANDSEWER DISTR ICTRX-HDRX-MDASSTUCKY RDASPENBASINRS20BLUEGRASSMEADOWS, PH. 1BLUEGRASSMEADOWSSUB., PH . 32S 5E21ORS292827PATTERSON RDRSPASHA LNKENT SPUR RD17161514131817161589101112789103S 6E5432AS132JOHNSON RD333435362S 5E2S 6E3S 6ENASH RD65433S 5E313233342625ASGOLDENSTEIN LN30292827N-SRO22BLACKWOOD RD23KURK DRMEAH LNGALLATIN COUNTYCITY OF BOZEMANCONCORD DRGRAF STALLEN DRCAMPUS BLVDSTUDENTDRPLI1MORROW STCUTTING STASARNOLD ST24RNOSTALGIA LN19LEXINGTON DRRS2021KAGY BLVDSPRUCE DRGALLATIN COUNTYCITY OF BOZEMAN17ASREA SUB ,FIRSTFILING MEADOWBROOKESTATES 16RS1514LINCOLN STRS13HAYES STGRANT STMASON ST18ACCOLA DRKNOLLS DRHOLLY DR JOSEPH INE DRRS2S 6E22BOZEMAN TRA IL RD171615M-IGARFIELD STBABCOCK ST9M A Y F LYS TFIELD STDICKERSON STCOLLEGE STHARRISON ST ROCKY CREEK RDSARTHUR STHAGGERTY LNHAGGERTY LN10LARAMIE DRLAREDO DRLMEDIANBOZEMANOCURTISS STSTORY STTBRENDEN STYORK STE11BABCOCK STVKOCH STI12DOVE CTBEALL ST LAMME STMAIN STMENDENHALL ST7 81EXIT309910FRIDLEY STDAVIS STSUNSTONE DRRSPOTOSI STDIAMOND ST PIPESTONE STOLIVER STVILLARD STGENA CIRROSE ST OAK STRENOVA LN3LADUKE ST2HARRIS ST DAWS DRHEMLOCK STJUN IPER STDAISY DRDURSTON RDRX-HDMAE STASTAMARACK STSHORT STASPEN STPEACH STa"!PLIBIG GULCH DRGALLATIN COUNTYCITY OF BOZEMAN1BIRCH STOAK STRS6543 RSPATRICK STEXIT 306 M-IBRYANT STHILLSIDE LN33GALLATIN COUNTYCITY OF BOZEMAN34CATTAIL S T LORI LN35ASHBOSAL STCAPLIWHEAT DRORVILLE WAYT36STATEOFBMONTANAGORDONMANDEV ILL E STATE S CHOOLSECTIO N SUB .GORDONMANDEV ILLESTATE SC HOOL SEC TION S UB.2S 5E1S 5E2S 6E1S 6ERSASPLILYO31BASMIDFIELD ST323334291S 5E2820212223RMHRX-MDGALLATIN COUNTYCITY OF BOZEMANRX-HDRSRS 27R-MHUN26WESTLAKE RDN-SCATAMOUNT STEXIT305 RORNASCADDIE CTLANDFILLMANLEY MEADOWSSUBDIVISION25 ST ANDREWS DRGALLATIN COUNTYCITY OF BOZEMAN302419202122292827MCILHATTAN RDSTNCEDAR STLDFRMGO O C H H I L L R D ROY A L C T L S T DW IGEDTSIMMENTAL WAY24TH AVEGREENWAY AVEDANRDNLEVOLLOVE LN DRLH I LHCOO HARPER PUCKETT RD SAXON WAY A LONGBOW LN E ROSA WAY VR D COTTONWOOD RD COTTONWOOD RD AUGER LN RESORT DR FERGUSON AVEMINERAL AVE FLATHEAD AVEPONDERA AVE YELLOWSTONE AVE CHOUTEAU AVE VIRGINIA WAY PRAIRIE AVE 30TH AVE FOWLER LN WILDA LN POND ROW DAVIS LN A TYPHA CT 31ST AVE 29TH AVE ENTERPRISE BLVD 27TH AVE CHASE WAY 21ST AVE22ND AVE T91 19TH AVE LLOYD ST 18TH AVE17TH AVE16TH AVE STOCKMAN WAY A T GALLATIN COUNTY CITY OF BOZEMAN N 7MEGHANS WAY BRISK CT 23RD AVE 25TH AVE 22ND AVE21ST AVE 20TH AVE 9 SACCO DR MAX AVE THOMAS DR 2 BLACKBIRD DR SORA WAY HT MEAGHER AVESHERIDAN AVE HARMON WAY V NEW HOLLAND DR CABALLO AVE E SANDERS AVE TETON AVE PIN AVE FLANDERS MILL RD HIDDEN VALLEY RD LAKE RD RYUN SUN WAY 14TH AVE 12TH AVE TAI LN 3RD AVE SUMMERSET DR W RITTER DRHILLCREST DR 7TH AVE STANFORD DR 3RD AVE4TH AVE GRAND AVE 6TH AVE MANLEY RD COLTER AVE 11TH AVE 10TH AVE OAK PARK DR LINDLEY PL STORY MILL RD PERKINS PL BUTTONWOOD AVE CYPRESS AVE SOURDOUGH RD TAYABESHOCKUP RD STORY HILL RDFORT ELLIS RD MOUNT ELLIS LN DRNOWARBLER WAYCITY OF BOZEMANGLACIER CTGHALPH A DRSALD ERSON S T EYNACSEKEV ER G RE EN DRDUCAHILL STNLF LIL Y DR A IRSDVIN E S T R PA ISLE Y CT CA ROL PL FIE LD S TONE D R RPSKNAAB DRLOMAS DRSTADIUM DRTAUTO PLAZA DRHYC RREH LHWIHGNIYNEHOOVER WAYHERSTAL WAYALITECRDY JORDAN SPUR RDDTAR9L0TESOURDOUGH RDAANYONOGANT RDWILL S O N A V E ED I AMUARTBAXTER LNEI EMADI S O N C T BO G E R T P L E A A RTEPPI D RKC O RNGRD GN IWDEOBRLFIELDVIEW CIRSDE L F T W A Y TE M P E S T C T RY T ECA UNELSON RDTRAHFRONT STAL FOX C T R EP APEAR STPETER PLEF SIC K L E C T D DEMILY DRROGERS WAYRTE K RPAR CTNTERSIBOOT HILL CTIRDTR Y R 5GULL FROG DRBPOND LILY DRSTONE FLY DRIC O T T O N W O O DOTMFARRIER LNLASSO AVEARABIAN AVECASPIAN AVEFOWLER LNSWEETGRASS AVERENEE WAYHEVA19TH AVEHMAPLE LNL15TH AVESPRING RIDGE DRA9TH AVETESLOW DRWESTRIDGE DR5TH AVE8TH AVEVBOZEMAN AVEBLACK AVEMONTANA AVEINDUSTRIAL DRWALLACE AVESOURDOUGH CANYON RDGOLF WAYIDA AVEVALHALLA CTBIRODROUSE AVEBRENTWOOD AVE23RD AVEPROFESSIONAL DRCHAPMEV DONNA AVE SANTA ANA CT D WILLOW WAY 1 RD OGA OLD HIGHLAND BLVD CHURCH AVE 1OTUD EEORTURTLE WAYSRDNIFFPALM STCASE S T IRGBOND STHEADLANDS DRPYVICTORY ST LAANALY S IS DR EP TSDNLECATKIN LN CACATALYST S TGLENELLEN DRRAWHIDE RDGTANZANIT E DRTHOFFMAN DRCSL IOKLRAXFICE POND RDH20TH AVEHUNTERS WAYEDELWEISS DRFOWLER AVERBUCKRAKE AVE KEAN DR D F WN RD HIGHLAND CT CREE LNDBLVDLPLUM AVEAJESSIE WAYDURHAM AVEHANLEY AVEFEN WAY T D D FAIRWAY DR RL SRDANUBE LNPBILLION PLLRDA C V LCOTTONWOOD RDH A S YC MAPL E D R RD POST DROCOTTAGE LNSTONERIDGE DRGRANITE AVE R EE EH SPRING CREEK DR MORNING SU N D R RICHAU LNGHANLI HVALILLIAN WA Y ATSINA L N RAIN ROP E R D R C PYST EBREEZE LNPERRY S TCASCADE S T TDLTRIUM P H STOENMANDEVILLE LNNCNG IVAN A V E HPIO N E E R DR Y ASH D R SUMGALLATIN PARK DRDSELKIIOIAT EV R AORGKEN OWDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTIONDOCUMENTS02.27.20262024 B24-039Engineering234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715406.586.0277 • tdhengineering.comANLE FNESSIOLN GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE2/26/2026 4:37 PM | I:\2024\BOZ\B24-039 Whittier School Parking Lot\06_CADD\CIVIL\DWG\B24-039 C101 NOTES.dwgC101NOTES, LEGEND, &ABBREVIATIONSCJCDWGDRAWINGSHEET NUMBER WHEREDESIGNATION SYMBOLIS SHOWN1C1.2SECTION OR DETAILSECTION OR DETAILAT@MINIMUMMIN.NO.PVCNUMBERPOLYVINYLCHLORIDEMHMANHOLEEXISTINGEXIST.FGFINISHED GRADEEGEXISTING GRADESTANDARDST.STREETW/TYPWITHTYPICALSTDD.I.DUCTILE IRON PIPEABBREVIATIONSCITY OF BOZEMANC.O.B.EAEDGE OF ASHALTL.F.LINEAR FEETSWSIDEWALKTBCTOP BACK OF CURBFFFINISHED FLOORTOPTOP (OF WALL, ETC.)BOTTOM (OF WALL, ETC.)BOTCLEAN OUTCOEL.ELEVATIONCAST IRONC.I.SCALING NOTEDRAWING SHEETS PRINTED FROM ADOBE PDF ELECTRONIC FILES ARE NOT TO SCALE.VERIFY PRINTED SHEET SCALES FROM THE BAR SCALES LOCATED ON THE PLAN SHEETS.LEGENDGENERAL NOTES1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THEEXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. NOTE THAT ALL UTILITIES MAY NOT BE SHOWNON THE PLANS OR THAT UTILITIES SHOWN MAY EXTEND BEYOND WHAT IS SHOWN.2.ALL GAS, POWER, TELEPHONE AND OTHER UNDERGROUND/OVERHEAD UTILITY LINES, POLES, OR GUY WIRES WHICHINTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY. CONTRACTOR SHALL BERESPONSIBLE COORDINATE ALL UTILITY RELOCATIONS AND REMOVALS WITH UTILITY COMPANIES AND NOTIFY ADJACENTPROPERTIES OF POTENTIAL OUTAGES.3.THE CONTRACTOR SHALL EXCAVATE ALL WATER, SEWER, AND STORM DRAIN LINES PRIOR TO BEGINNING UTILITY INSTALLATIONTO ENSURE CROSSING CLEARANCE AND VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. THE CONTRACTOR SHALL ALSOPOT HOLE FOR ALL GAS, UNDERGROUND ELECTRIC, AND COMMUNICATIONS LINES NEAR UTILITY CROSSINGS AND NEWCONNECTIONS TO LOCATE AND TO ENSURE NO CONFLICTS EXIST. THE CONTRACTOR SHALL NOTIFY THE BOZEMAN PUBLICWORKS DEPARTMENT PRIOR TO EXCAVATION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL NECESSARY PERMITS, INCLUDING CITYOF BOZEMAN STREET CUT & ENCROACHMENT PERMITS AND THE STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY PERMIT (SWPPP) AS APPROPRIATE FOR THE TOTAL PROJECT DISTURBANCE AREA.5.THE OWNER'S REPRESENTATIVE WILL PREPARE THE DRAFT SWPPP PLAN AS PART OF THE CITY'S BUILDING PERMIT PROCESS.THE CONTRACTOR WILL BE RESPONSIBLE TO FINALIZE AND SUBMIT THE SWPPP AND OBTAIN AN AUTHORIZATION FROM THECITY OF BOZEMAN AND/OR MT DEQ AS APPROPRIATE FOR THE PROJECT SIZE. THE CONTRACTOR WILL ALSO BERESPONSIBLE FOR EXECUTING, ADMINISTERING, UPDATING, ENFORCING, RENEWING, AND CLOSING OUT THE SWPPPTHROUGHOUT THE COURSE OF CONSTRUCTION. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A SWPPP ADMINISTRATORFOR THE PROJECT WITH CURRENT TRAINING CERTIFICATIONS AS REQUIRED BY THE CITY OF BOZEMAN OR MT DEQ.6.ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, UNLESSOTHERWISE NOTED ON PLANS.7.ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR UNLESSSPECIFICALLY NOTED OTHERWISE.8.CONTRACTOR SHALL REMOVE ANY OBSTACLE (TREES, BUSHES, FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITHCONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER.9.ANY DAMAGE TO EXISTING ASPHALT WILL BE REPAIRED OR REPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISEON THE DRAWINGS.10.ALL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE SEVENTH EDITION OF THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONSSIXTH EDITION, AND THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY, INCLUDING ALL ADDENDA.11.CONTRACTOR SHALL PROVIDE ROUTINE CLEANING/SWEEPING OF MATERIAL THAT IS DRAGGED ONTO ADJACENT STREETS.12.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY FOR WORK WITHIN THE RIGHT-OF-WAY INACCORDANCE WITH MUTCD13.ALL SIDEWALKS, RAMPS, AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT MUTCD AND ADAREQUIREMENTS.14.ANY EXISTING OR NEW VALVE WHICH CONTROLS THE COB WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.15.THE CONTRACTOR SHALL NOTIFY THE COB WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.RCPREINFORCED CONCRETE PIPEINV.INVERTFLFLOW LINEKnow what'sbelow.before you dig.CallRBOZEMAN CITY LIMITSPROJECT SITE(WITHIN CITY LIMITS)P.T.POINT OF TANGENCYP.C.POINT OF CURVATUREPAVING NOTES1.ASPHALT OVER 3" THICK SHALL BE PLACED IN 2 EQUAL LIFTS.2.THE CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS DISTURBED BY CONSTRUCTION.3.ALL ASPHALT PAVING AND PATHS SHALL BE PERFORMANCE GRADE 58-28 (AASHTO PERFORMANCE GRADE BINDERSPECIFICATION MP-1) IN ACCORDANCE WITH COB MODIFICATIONS TO MPWSS.1.ALL TRAFFIC SIGNS SHALL MEET THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.2.ALL SIGNS SHALL BE MADE OF DIAMOND GRADE REFLECTIVE SHEETING MEETING ASTM TYPE XI STANDARD.3.ALL SIGNS SHALL BE CONSTRUCTION GRADE ALUMINUM MEASURING 0.08 INCH THICK.4.INSTALL ALL SIGNS ACCORDING TO MUTCD STANDARDS AND C.O.B. STD. DWG. 09810-1.SIGN NOTESGRADING NOTES1.IF GRADES SHOWN CONFLICT WITH SPOT ELEVATIONS, SPOT ELEVATIONS SHALL GOVERN.2.ALL SPOT ELEVATIONS ARE SHOWN TO FLOWLINE (FL), SIDEWALK (SW), OR FINISHED GRADE (FG) UNLESS OTHERWISENOTED. THE VERTICAL DIFFERENCE FROM TOP BACK OF CURB TO FLOWLINE ON CATCH CURB IS 0.45', ON SPILL CURB IS0.52', AND ON PEDESTRIAN DROP CURB IS 0.06'. SEE COB STANDARD DRAWING 02528-1 FOR ADDITIONAL DIMENSIONS.WATER NOTES1.ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOPOF PIPE.2.34", 1", 112", AND 2" LINES SHALL BE TYPE "K" COPPER SERVICE PIPE. 112" AND 2"LINES SHALL BE STRAIGHT LENGTHS. 4" AND LARGER LINES SHALL BE CLASS 51DUCTILE IRON.3.ANY EXISTING WATER SERVICES TO BE ABANDONED SHALL BE REMOVED AND CAPPEDAT THE MAIN.4.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BEOPERATED BY COB PERSONNEL ONLY.5.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURSPRIOR TO BEGINNING ANY WORK.6.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 SSSDWTFTFWWWWALLEY WEST SHORT STREET(RECORD WIDTH 50')NORTH 6TH AVENUE (RECORD WIDTH 52')480047994 8 0 0 4 7 9 9 4798 010'20'30'S C A L ESPEEDYLUBEWHITTIERSCHOOLPLAYGROUNDTHE ELMDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTIONDOCUMENTS02.27.20262024 B24-039Engineering234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715406.586.0277 • tdhengineering.comANLE FNESSIOLN GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE2/26/2026 4:38 PM | I:\2024\BOZ\B24-039 Whittier School Parking Lot\06_CADD\CIVIL\DWG\B24-039 C201 DEMO.dwgC201EXISTING CONDITIONS& DEMOLITION PLANCJCEX. EMPTY METER PITTO BE REPLACEDDEMO EXISTING PARKING LOT,INCLUDING ALL ASPHALT PAVEMENT,SIGNAGE, & INTERIOR SITE LIGHTING(LIGHTING TO BE REMOVED BY NWE)DEMO CONCRETE DRIVEACCESS, CURB & SIDEWALKFOR NEW DRIVEWAYEX. PROPERTYLINE (TYP.)EX. CROSSWALKMARKINGS (TYP.)EX. OVERHEADELEC. (TYP.)EX. POWER POLEEX. CURB & GUTTER (TYP.)EX. UNDERGROUNDCOMM. (TYP.)EX. CONCRETESIDEWALK (TYP.)EX. STORMMANHOLE (TYP.)EX. STORMINLET (TYP.)EX. SAN. SEWERMANHOLE (TYP.)EX. FIREHYDRANT (TYP.)EX. 6" D.I.WATER MAINEX. 8" D.I.WATER MAINEX. 8" CLAYSEWER MAINEX. 15" RCPSTORM MAINEX. 12" RCPSTORM DRAINSEX. STREETSIGN (TYP.)EX. ADA RAMPTO REMAINEX. ALLEY APRONTO REMAINDocusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 SSSDTFTFWWWWALLEY WEST SHORT STREET(RECORD WIDTH 50')NORTH 6TH AVENUE (RECORD WIDTH 52')9'(TYP.)20'18'24'24'24'010'20'30'S C A L EEXISTING POWER POLETO PROTECTSPEEDYLUBEWHITTIERSCHOOLPLAYGROUNDTHE ELMNEW PARKING LOT28 PARKING SPACES(2 ADA)27' CLEAR/BACKING WIDTHDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTIONDOCUMENTS02.27.20262024 B24-039Engineering234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715406.586.0277 • tdhengineering.comANLE FNESSIOLN GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE2/26/2026 4:39 PM | I:\2024\BOZ\B24-039 Whittier School Parking Lot\06_CADD\CIVIL\DWG\B24-039 C301 SITE.dwgC301CIVIL SITE PLANCJCSNOW STORAGE AREANEW 24' NON-RESIDENTIALDRIVE APPROACH PERC.O.B. STD. DWG #02529-5CNEW ASPHALT PAVEMENT (TYP.)SEE DETAIL4C401NEW INTEGRAL CONCRETECURB & GUTTER (TYP.)SEE DETAIL6C401NEW 48"∅ DRYWELLGRATE = 4796.25'SEE DETAIL7C401NEW STORM RETENTION PONDDESIGN STORAGE VOL. = 675 CFTOP OF POND = 4798.00'BOT. OF POND = 4796.50'NEW CONCRETE SIDEWALKSEE DETAIL1C401NEW HANDICAP PARKINGSIGN (TYP. OF 2)SEE DETAIL3C401NEW HANDICAPPARKING STRIPINGSEE DETAIL2C401NEW METER PIT ANDBACKFLOW PREVENTER ASSEMBLYPER C.O.B. STD. DWG #02660-18,CONNECT TO EX. 34" CURB STOP,SEE LANDSCAPE PLAN FORBACKFLOW ENCLOSURE DETAILS,INSTALL ENCLOSURE ON18"x32"x4" THICK CONCRETE PAD(VERIFY WITH ENCLOSURE DIMENSIONS)NEW CURB CHANNELSEE DETAIL5C401CONTRACTOR TO VERIFY SIZE& MATERIAL OF EX. SERVICE;MUST BE REPLACED TO THEMAIN IF NOT COPPERNEW LIGHTPOLE(SEE ELEC. PLANS)NEW CONCRETE SIDEWALKSEE DETAIL1C401Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 SSSDTFTFWWWWALLEY WEST SHORT STREET(RECORD WIDTH 50')NORTH 6TH AVENUE (RECORD WIDTH 52')4799479948004798479748004799479 8 479948004797SPILL CURBTBC 4800.56FL 4800.04SPILL CURBTBC 4800.51FL 4799.99SPILL CURBTBC 4800.56FL 4800.04SPILL CURBTBC 4800.52FL 4800.00SPILL CURBTBC 4800.40FL 4799.88SPILL CURBTBC 4800.57FL 4800.05SPILL CURBTBC 4800.72FL 4800.20CATCH CURBTBC 4799.89FL 4799.44CATCH CURBTBC 4800.02FL 4799.57CATCH CURBTBC 4799.95FL 4799.50SPILL CURBTBC 4800.07FL 4799.55CATCH CURBTBC 4799.04FL 4798.59CATCH CURBTBC 4798.94FL 4798.49CATCH CURBTBC 4798.89FL 4798.44CATCH CURBTBC 4798.67FL 4798.22CATCH CURBTBC 4798.75FL 4798.30CATCH CURBTBC 4798.71FL 4798.26CATCH CURBTBC 4799.03FL 4798.58CATCH CURBTBC 4799.25FL 4798.80CATCH CURBTBC 4799.31FL 4798.86CATCH CURBTBC 4799.74FL 4799.29CATCH CURBTBC 4799.51FL 4799.06SPILL CURBTBC 4799.48FL 4798.96SPILL CURBTBC 4799.71FL 4799.191.4 9 % 2.00% MAX.ADA CURBFL 4798.27ADA CURBFL 4798.29SW=4798.27'SW=4798.25'CATCH CURBTBC 4799.10FL 4798.6548006.20%6.96%4:14:14:1SW=4799.41'SW=4799.82'CATCH CURBTBC 4798.69FL 4798.241.42%1.29 %5' CURB TAPERCATCH CURBTBC 4799.42FL 4798.97FL=4796.50CATCH CURBTBC 4799.70FL 4799.25CATCH CURBTBC 4799.47FL 4799.02SPILL CURBTBC 4799.97FL 4799.455' CURB TAPER (TYP.)DRIVEWAY CURBTBC 4799.32FL 4799.15DRIVEWAY CURBTBC 4799.73FL 4799.563' CURB TAPER1.50%010'20'30'S C A L ESPEEDYLUBEWHITTIERSCHOOLPLAYGROUNDTHE ELMDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTIONDOCUMENTS02.27.20262024 B24-039Engineering234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715406.586.0277 • tdhengineering.comANLE FNESSIOLN GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE2/26/2026 4:39 PM | I:\2024\BOZ\B24-039 Whittier School Parking Lot\06_CADD\CIVIL\DWG\B24-039 C302 GRADING.dwgC302CIVIL GRADING PLANCJCNEW 24' NON-RESIDENTIALDRIVE APPROACH PERC.O.B. STD. DWG #02529-5CNEW STORM RETENTION PONDDESIGN STORAGE VOL. = 675 CFTOP OF POND = 4798.00'BOT. OF POND = 4796.50'MATCH EX. SIDEWALKMATCH EX. SIDEWALK& CURBMATCH EX. SIDEWALK& CURBMATCH EX. ALLEYMATCH EX. ALLEYGRATE = 4796.25Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PROJECT #|WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTIONDOCUMENTS02.27.20262024 B24-039Engineering234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715406.586.0277 • tdhengineering.comANLE FNESSIOLN GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PE2/26/2026 4:39 PM | I:\2024\BOZ\B24-039 Whittier School Parking Lot\06_CADD\CIVIL\DWG\B24-039 C401 DETAILS.dwgC401CIVIL DETAILSCJC3" THICKASPHALT PAVEMENTCOMPACTED SUBGRADE95% ASTM D698GEOTEXTILE MIRAFI HP270 OR APPROVED EQUALASPHALT SECTION NO SCALE6" THICKCRUSHED GRAVELBASE COURSE(1.5" MINUS)4C401INTEGRAL CONCRETE CURB & GUTTER DETAIL 6C401COMPACTED SUBGRADE3/4" PER 1' SLOPECRUSHED GRAVELBASE - 3" MIN.TOPSOIL(TYP.)SUB-BASE COURSEAS REQUIRED6"7.5"4.5"4"9"12"2"9"24"3" R4" R5.4" (0.45')NOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS., 1996 EDITION.)2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND MINIMUM 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 NOT MORE THAN 300' INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE.5. CONCRETE SHALL BE CLASS M-4000.6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (M.P.W SPECS, 2003 EDITION.) FOR CURB AND GUTTERREPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.DRIVE-OVER DROP CURB3/4" PER 1' SLOPE6"9.5"1/2"1.5"SPILL CURB3/4" PER 1' SLOPE9.5"3/4"1/2" PER 1' SLOPEDROP CURB FORPEDESTRIAN RAMPSNO SCALEPRECAST BASEREINFORCED WITH#4 BARS32"5"MINIMUMTHICKNESS5" (TYP.)4'-0"25-14"4"3-2" ADJUSTING RINGS24"5" (TYP.)4'-0"PRECAST REINFORCED CONCRETEMANHOLE RISER AND ECCENTRICCONE TOP MANUFACTURED INACCORDANCE WITH ASTMDESIGNATION C-4783"12"3 ROWS OF SLOTSLOCATED ON90° CENTERS48"1' (MIN.)1' (MIN.)12" (MIN.)WASHED ROCK36" DIAMETER HOLEGEOTEXTILE MIRAFI140N OR EQUALWRAP DRY WELL INGEOTEXTILE MIRAFI140N OR EQUALEAST JORDAN IRON WORKS1855 BOLTED FRAME AND GRATEASSEMBLY, OR APPROVEDEQUAL (WITH TAMPER PROOF BOLTS)NOTES:1.CONTRACTOR TO CONNECT DRAIN PIPES TO DRY WELL WITH GROUT OR A-LOCK CONNECTIONS.2.BOTTOM OF DRY WELL TO BE BURIED A MINIMUM OF 1-FT INTO NATIVE GRAVEL.5"TOP OF FIRST STEP TO BE3.00' BELOW RIM OF MANHOLE5" WIDE, 12' LONG MANHOLESTEPS AT 16" CENTERSCONTRACTOR TOGROUT ANNULAR SPACESEE PLANS FORCONNECTED PIPE SIZESAND ELEVATIONS48" DIA. DRY WELL48" DIA. DRYWELL DETAIL 7C401NO SCALECONCRETE SIDEWALK DETAIL WIDTH SEE PLANS6" OF CRUSHED GRAVEL BASE(1.5" MINUS) OVER COMPACTEDSUBGRADE; COMPACT BOTH TO95% ASTM D6986" THICK 4,000 PSICONCRETE SIDEWALKWITH FIBERMESH AT ARATE OF 1.5 LBS/CYNOTES:1. BROOM FINISH INTERIOR OF EACH SECTION.2. PROVIDE CONTRACTION JOINTS EVERY 25-FT AND CONTROL JOINTS EVERY 5-FT, OR AS NOTED ON LANDSCAPE PLAN.1C40112" GRAVEL SUBBASE (3" MINUS);THE BOTTOM 6" MAX. OF GRAVEL SUBBASEMAY BE SUBSTITUTED WITH ON-SITE ASPHALTMILLINGS COMPACTED TO 95% D-698FLAT RIBBON CURB2.00% MAX.ADA PARKING SPACE STRIPING DETAIL 2C401ADA SIGN & POST DETAIL NO SCALE3C401NO SCALE4" WIDE YELLOWLATEX PAINT5' (TYP.)8' (VAN)18.0' (TYP.)2' (TYP.)4 5 °9' (TYP.)9' (TYP.)PAINT SYMBOLWITH 4" WIDEBLUE LATEXPAINT LINESEDGE OF SIDEWALK7' MIN.2" PERFORATEDSQUARE TUBE POST(TELSPAR ORAPPROVED EQUAL)REGULATORYSIGN PER MUTCDSTANDARDSNOTE: ATTACH SIGNS TO POST WITH 38"DRIVE RIVETS (MIN. 2 PER SIGN).M-4000 CONCRETEANCHOR9"24" 2"2" PERFORATED SQUARE TUBEPOST (14 GAUGE), WITH BLACKPOWDER COATED FINISH4"FASTEN POST TO SLEEVE WITH516" CORNER BOLT (A325)1-12" ABOVE FINISH GRADE.INSERT BOLT HEAD FROMOPPOSITE SIDE OF EXPECTEDIMPACT; INSERT DRIVE RIVETINTO OPPOSITE SIDE.FINISH GRADEINSERT SIGN POST18" INTO SLEEVE2-14" x 30" 12 GAUGENON-PERFORATED SQUARETUBE SIGN POST SLEEVE(TELSPAR "QUIK PUNCH"OR APPROVED EQUAL)SIGN NOTES:1.ALL SIGN AND PAVEMENT MARKING LAYOUTS SHALL BE PER THE CURRENT EDITION OF THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES AND STANDARD HIGHWAY SIGNS BOOK.2.ALL SIGNS SHALL BE MADE OF DIAMOND GRADE REFLECTIVE SHEETING MEETING ASTM TYPE XI STANDARD.3.ALL SIGNS SHALL BE CONSTRUCTION GRADE ALUMINUM MEASURING 0.08 INCH THICK.(R7-8)(R7-8P)VAN PLAQUE LEFTOF VAN AISLE ONLYNOTES:1.ON-SITE RAMPS TO BE CONSTRUCTED USING 6" THICK, 4,000 PSI CONCRETE W/ FIBER MESH AT ARATE OF 1.5 LB/CY OR 6X6X10 GAUGE WELDED WIRE FABRIC AT MID-DEPTH.2.CONCRETE SIDEWALKS AND RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS).3.ALL CONSTRUCTED SIDEWALKS, RAMPS, AND SURFACES SHALL COMPLY WITH THE MOST CURRENT ADASTANDARDS.4.TRUNCATED DOME WARNING SURFACES TO BE METAL AND SHALL REQUIRE SHOP DRAWINGS TO BEAPPROVED BY ENGINEER.TYPE 2 ADA RAMP12H:1V VARIES;SEE PLANSDOWEL WITH 24" NO.5REBAR, 3" INTO BACK OFCURB, 3" CLEARMETAL TRUNCATED DOMEWARNING SURFACETRANSITION AREA(VARIES)MAX DROP PED. CURBNEWSIDEWALK10H:1VMAX10H:1VMAX6.50'VARIES6.50'12H:1V12H:1V2%MAX.MAX.SIDEWALK2% 2%TRUNCATED DOMEWARNING SURFACESIDEWALK GRADING CURBWHERE SHOWN IN PLANSEE DETAILVARIES; SEE PLANS 5C7.2FLUSH W/ ASPHALTTYPE 1 ADA RAMPTHICKENED EDGESIDEWALKADA RAMP DETAIL NO SCALE8C401NO SCALE3'-0"1'-0"2"18-3/4"2"7/16"R=3"R=3"R=4"R=4"FLOW LINE OF CHANNELCURB CHANNEL DETAIL 5C401NO SCALEDocusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 REQUIREDPROVIDEDDIVISION 38.550. - LANDSCAPINGSec. 38.550.050. - Mandatory landscaping provisions.B.A landscape plan must provide 75 percent or greaterof the proposed trees and shrubs as drought tolerantspecies as defined in the latest edition of the MontanaNursery and Landscape Association's DroughtTolerant Plants.YES, 100% TREESAND SHRUBSDROUGHTTOLERANTE.Street frontage landscaping required.1.Except in R-S districts, all street rights-of-way mustinclude one large canopy tree for each 50 feet of totalstreet frontage rounded to the nearest whole number.Prior to planting street trees, a permit from the forestrydepartment is required. NORTH 6THSTREET: 114STREETFRONTAGE - 2TREE PROVIDEDWEST SHORTSTREET: 11OSTREETFRONTAGE- 2TREES PROVIDEDG.Acceptable landscape materials.1.Acceptable plant materials are those identified ashardy in Zones 1 through 4.2.No artificial plant materials may be used to satisfythe requirements of this division 38.550.3.Plant materials used to satisfy the requirements ofthis division 38.550 must comply with the followingminimum size requirements at the time of installation(depending on the standard measuring technique forthe species):a.Large canopy and non-canopy trees must haveeither:(1)For deciduous trees a minimum caliper of one andone-half inches to two inches; or(2)For evergreen trees a minimum height of eight feet.b.Small canopy and non-canopy trees must haveeither:(1)For deciduous trees a minimum caliper of one inch;or(2)For evergreen trees a minimum height of six feet.c.All other non-turf plantings must meet AmericanNursery and Landscape Association standards.YESPARKING LOT DESIGN.C.Parking lot landscaping.C.2.a.Parking lot screening required(1) All parking lots located on a lot with a residentialadjacency must be screened from that residentialadjacency;(2) All parking lots located between a principalstructure and a public street, must be screened fromthe public street;(3)The screening required under this subsection mustbe continuous and not less than four feet in widthunless a different width is specified in 38.510.030; and(4)Screening must be maintained at a height of four tosix feet except as otherwise restricted by fence andhedge height limits within required front setbacks andstreet vision triangles.b.Large canopy trees, large non-canopy trees or smalltrees must be provided in, or within 20 feet of, theparking lot at a minimum average density of:(1)One large canopy tree; or(2)One large non-canopy tree and one small tree; or(3)Three small trees for each nine parking spacesrequired or provided.PARKING SPACES: 28 SPACES = 3 TREEREQUIREDc.No parking space shall be located more than 70 feetfrom the trunk of a tree.d.No tree shall be planted closer than three feet to theback of the curb or edging equivalent.PARKING LOTSCREENINGPROVIDED ALONGSTREETFRONTAGE ANDSOUTHPROPERTY LINEWITHRESIDENTIALADJACENCYPARKING SPACES:28 SPACES = 2CANOPY AND 3ORNAMENTALTREE PROVIDEDCODETable 38.510.030.GOther block frontage standards Parking locationThere are no parking lot location restrictions, exceptthat a 10' buffer of landscaping between the street andoff street parking areas meeting the performancestandards of division 38.550 of this division is required.10' BUFFERPROVIDED ONSHORT AND 6THAVE.Sec. 38.400.100. - Street vision triangle.B.Collector and local streets. On corner lots, oncollector and local streets, in all districts, no fence, wallor planting in excess of 30 inches above the streetcenterline grades is permitted within a triangular areadefined as follows: beginning at the intersection of theprojected curblines of two intersecting streets, thence40 feet along one curbline, thence diagonally to a point40 feet from the point of beginning on the othercurbline, then to the point of beginning.C.Drive aisles and alleys. At the intersection of eachdriveway or alley with a street, no fence, wall orplanting in excess of 30 inches above the streetcenterline grade is permitted within a triangular areawhere corners are defined by two points on theright-of-way line, 15 feet on each side of the centerlineof the driveway or alley and a point on centerline tenfeet outside the right-of-way. Any driveway or alleywider than 30 feet curb to curb at the right-of-way linemust use the vision triangle standard for local streetswhen intersecting local, collector, or arterial streets.D.Provision for trees in street vision triangle.1.Single-stem canopy trees are discouraged but maybe permitted in street vision triangles as described inthis section, provided that mature trees do notsignificantly affect safe driving conditions and aremaintained such that no canopy foliage exists below aheight of ten feet above centerline of intersectingstreets.YESLANDSCAPE CODECODEQTYBOTANICAL NAMECOMMON NAMEINSTALL SIZEPKG.MATURE SIZEDECIDUOUS TREESAP3ACER PLATANOIDES `POND` TMEMERALD LUSTRE MAPLE2" CAL.B&B50-60`H X 40-50`WGI3GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TMSKYLINE THORNLESS HONEY LOCUST2" CAL.B&B35-45`H X 25-35`WORNAMENTAL TREESPM3PRUNUS MAACKIIAMUR CHOKECHERRY1.5" CAL.B&B20-30`H X 15-25`WCONIFEROUS SHRUBJUP16JUNIPERUS HORIZONTALIS `PRINCE OF WALES`PRINCE OF WALES JUNIPER5 GAL.POT0.25-0.5`H X 3-6`WDECIDUOUS SHRUBAMA9AMELANCHIER ALNIFOLIA `REGENT`REGENT SERVICEBERRY5 GAL.POT4-6`H X 4-6`WPHL27PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL' TMLITTLE DEVIL DWARF NINEBARK5 GAL.POT3-6`H X 3-6`WRA5RIBES ALPINUMALPINE CURRANT5 GAL.POT4-6`H X 4-5`WRGM16RIBES ALPINUM `GREEN MOUND`GREEN MOUND ALPINE CURRANT5 GAL.POT2-3` H X 2-3`WGRASSESCAK40CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`FEATHER REED GRASS1 GAL.POT3-5`H X 1.5-2.5`WDES13DESCHAMPSIA CESPITOSATUFTED HAIR GRASS1 GAL.POT2-3`H X 2-3`WHES6HELICTOTRICHON SEMPERVIRENSBLUE OAT GRASS1 GAL.POTPHM8PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCH GRASS1 GAL.POT3-4`H X 2-3`WPERENNIALSARD9ARUNCUS DIOICUSGOATSBEARD1 GAL.4-6`H X 4-6`WETP7EUTROCHIUM PURPUREUMJOE PYE WEED1 GAL.POT4-6'H X 2-3'WLIS31LIATRIS SPICATABLAZING STAR1 GAL.POT1-3` H X 1-1.5`WNER14NEPETA RACEMOSA `WALKER`S LOW`CATMINT1 GAL.POT2-2.5`H X 2.5-3`WRFG16RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM'GOLDSTURM CONEFLOWER1 GAL.POT2-3`H X 1-2`WPLANT SCHEDULE(5) PHL(3) HES(1) PM(1) JUP(7) NER(3) AP(3) PHL(5) PHL(4) AMA(15) RGM(15) RFG(7) ETP(13) DES(31) LIS(8) PHM(7) PHL(3) GI(1) JUP(7) PHL(5) AMA(7) NER(3) HES(6) CAK(1) JUP(2) PM(6) CAK(2) JUP(10) JUP(17) CAK(6) ARD(4) RA(3) ARD(5) CAK(6) CAKWEST SHORT STREETNORTH 6TH AVE. ALLEYPROPERTY LINERESIDENTIAL ADJACENCYPROPERTY LINESHRUB PLANTINGPLANTING BED,ORGANIC MULCHVISIONTRIANGLE, TYP.EXISTING SIDEWALKNEW DRIVEAPPROACH,SEE CIVILEXISTINGCONTOUR, TYP. SEE CIVILPROPERTY LINEPROPERTY LINEINTERNAL LOT LINE.EXISTING SIDEWALK5'SETBACK5'SETBACK 10'LANDSCAPEBUFFER10'LANDSCAPEBUFFER STORM POND,SEE CIVILSNOW STORAGE,TYP.PERENNIALPLANTINGLIGHT POLE, SEEELECTRICAL.DECIDUOUS TREEPLANTING TYP.SHRUB PLANTINGTYP.PERENNIALPLANTING TYP.PLANTING INCOMPACTED SOILS1L5012L5013L5015L501PLANTINGLAYOUT4L501PROPOSEDCONTOUR, TYP. SEE CIVILEXISTINGTREE TOREMAIN, TYP.LANDSCAPEEDGING- ALONGPROPERTY LINE WITH TURFGRASS ADJACENT6L501EXISTING RESIDENCEBLENDORGANICMULCH INTOEXISTINGPLANTING BEDIRRIGATIONSTRUCTUREIRRIGATIONSTRUCTUREDRY WELL, SEECIVILPLANTING LEGENDDECIDUOUS TREE PLANTING - LARGE, SEE DETAILDECIDUOUS TREE PLANTING - SMALL, SEE DETAILSHRUB PLANTING, SEE DETAILPERENNIAL PLANTING - FLOWERING OR ORNAMENTAL GRASSEDGING -STEEL, SEE DETAILPLANTER - ORGANIC MULCH, SEE DETAIL,SNOW STORAGEPLANTING NOTES:1.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.2.EVALUATE EXISTING SITE CONDITIONS AND REMEDY AS REQUIRED TO PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATEUNSIGHTLY CONDITIONS.3.RE-GRADE, PREPARE SOIL AND PLANT ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY. PLANT PER PLANTING PLAN. FORDISTURBANCES BEYOND PLAN, MATCH EXISTING PLANTS AND ACCESSORIES. SOD EXISTING IRRIGATED TURF. A DISTURBED AREASHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING ANDPARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OFEXISTING GROUNDCOVER OR GRADE. PROVIDE SMOOTH AND CLEAN TRANSITION BETWEEN EXISTING AND DISTURBANCES.IRRIGATION DISTURBANCE AREAS ARE CONCEPTUAL, COORDINATE ACTUAL.4.CONTRACTOR SHALL COLLECT A SAMPLE OF EXISTING AND ANY REQUIRED SUPPLEMENTAL IMPORTED TOPSOIL, CLEAN IT OF ALLEXTRANEOUS DEBRIS, AND SUBMIT IT TO AN AUTHORIZED SOILS TESTING AGENCY TO DETERMINE ADDITIONAL SOIL AMENDMENTS(ORGANIC, INORGANIC, FERTILIZERS) THAT ARE REQUIRED FOR OPTIMUM SUITABILITY FOR PLANTING USE. THE CONTRACTOR SHALLSUBMIT A COPY OF THE OFFICIAL TEST RESULTS TO THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ANDINCORPORATE ALL SUPPLEMENTAL SOIL AMENDMENTS DEEMED NECESSARY BY THE LANDSCAPE ARCHITECT.2.PRIOR TO TOPSOIL PLACEMENT, TILL SUBGRADE TO 6" AND APPLY SOIL AMENDMENTS AS RECOMMENDED FROM SOIL TESTINGAGENCY INTO TOP 2" OF SUBGRADE. REMOVE SOIL OR ROCKS GREATER THAN 2". SPREAD AND MIX UNAMENDED SOIL WITH SOILAMENDMENTS (EXCEPT COMPOST & FERTILIZER) IN 6" LIFTS. COMPACT TO 75-82% OF MAX. STANDARD PROCTOR. APPLY FERTILIZERNO MORE THAN 7 DAYS BEFORE PLANTING. DO NOT APPLY MATERIALS OR TILL IF EXISTING SOIL OR SUBGRADE IS FROZEN, MUDDY,OR EXCESSIVELY WET. FINISH GRADE SOIL TO SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTUREWITHOUT DEPRESSIONS OR RIDGES.3.GRADE TOPSOIL TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVEDRIDGES, AND FILL DEPRESSION TO MEET FINISH GRADES.4.FINISH GRADE UNIFORMLY WITH ROUNDED SURFACES AT TOPS AND BOTTOMS OF ABRUPT CHANGES IN PLANE.5.ADJUST GRADES AS REQUIRED TO ACCOMMODATE UNCONSIDERED EXISTING CONDITIONS AND PROVIDE SMOOTH TRANSITIONSBETWEEN EXISTING AND NEW GRADES.6.PROTECT GRADED AREAS FROM UNDUE EROSION.7.TURF/GRASS AREAS SHALL RECEIVE 6" OF TOPSOIL AND PLANTER AREAS SHALL RECEIVE 12" OF TOPSOIL. AT PAVING INSHRUB/PLANTER AREAS BRING FULL TOPSOIL DEPTH TO WITHIN 3" OF FINISH GRADE TO ALLOW FOR MULCH. COORDINATE TOPSOILINSTALLATION WITH OTHER TRADES. CONTRACTOR SHALL VERIFY CHARACTERISTICS OF TOPSOIL TO BE INSTALLED AND AMEND ASREQUIRED TO GET PROPER CHARACTERISTICS AND DEPTH.8.ALL PLANT MATERIAL SHALL RECEIVE ADEQUATE AMOUNT OF WATER TO MEET WATERING REQUIREMENTS SUPPLIED BY ANAUTOMATIC UNDERGROUND IRRIGATION SYSTEM UNLESS NOTED OTHERWISE. SEE PERFORMANCE IRRIGATION PLAN AND NOTES.PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL AND PLANTING AREAS THOROUGHLYSOAKED. COORDINATE WITH IRRIGATION CONTRACTOR.9.CONTRACTOR SHALL WARRANTY PLANT MATERIAL FOR 12 MONTHS FROM PLANTING COMPLETION & AT END OF WARRANTY PERIODREPLACE PLANTS MORE THAN 25% DEAD OR IN UNHEALTHY CONDITION. FOR REPLACED PLANT MATERIAL, AN EXTENDED 12 MONTHWARRANTY TO BE PROVIDED.10.CONTRACTOR SHALL MAINTAIN PLANT MATERIAL FOR 3 MONTHS FROM PLANTING DATE.TREE, SHRUB, & PERENNIAL:3.PRIOR TO PLANTING INSTALLATION, CONTRACTOR TO CONTACT ARCHITECT FOR PLANT INSPECTION AND PLANT LAYOUT PRIOR TODIGGING PLANTING HOLES.4.ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED AND CONFORM TO THE CURRENT AMERICAN NURSERY AND LANDSCAPEASSOCIATION STANDARD FOR NURSERY STOCK.5.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT.6.NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.7.PROVIDE MULCH IN PLANTER BEDS AS FOLLOWS AND AS DETAILED. SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL:A.PLANTING BEDS: SHREDDED HARDWOOD, 12" - 3" SIZE NATURAL COLOR.B.NO WEED BARRIER FABRIC IS TO BE USED IN ANY LOCATION.8.EDGING TO BE STEEL WITH LOOPS STAMPED FROM OR WELDED TO FACE OF SECTIONS TO RECEIVE STAKES. SIZE TO BE 316" X 4",COLOR TO BE UNFINISHED, USING 12" STAKES AS DETAILED AND LOCATED ON PLAN BETWEEN ADJACENT EXISTING TURF GRASS ANDNEW PLANTING BED.9.FOR COMPACTED AREAS (PREVIOUSLY PAVED/HARDPAN AREAS), SCARIFY SOILS AS SPECIFIED AND MODIFY PLANTING PIT ASSPECIFIED & DETAILED.10.IF SUBSOIL CONDITIONS SHOW EVIDENCE OF UNEXPECTED WATER SEEPAGE OR RETENTION NOTIFY LANDSCAPE ARCHITECTIMMEDIATELY AND MITIGATE AS REQUIRED.GENERAL NOTESA.VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES INCLUDING ANY THAT MAY NOT BE INDICATED ON THIS PLAN.NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.B.PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE IFDAMAGE OCCURS RESULTANT FROM CONTRACTOR'S OPERATIONS OR NEGLIGENCE.C.PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR NEW CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED.D.DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINNINGWORK. START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.E.CHANGES OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND/ORAN APPROVED CHANGE ORDER WILL BE CONSIDERED UNAUTHORIZED. COORDINATE NECESSARY MODIFICATIONS WITHARCHITECT PRIOR TO EXECUTING CONSTRUCTION. SEE SPECIFICATIONS FOR CONTRACT MODIFICATION PROCEDURES ANDAS-BUILT REQUIREMENTS.F.REVIEW ALL DISCIPLINE DRAWINGS AND COORDINATE WITH GENERAL CONTRACTOR AND ALL TRADE CONTRACTORS FOR WORKSHOWN ON LANDSCAPE DRAWINGS AND SPECIFICATIONS.G.NOTIFY LANDSCAPE ARCHITECT AND OWNER IN WRITING OF ANY EXPECTED DISRUPTIONS IN SERVICE OR CHANGES INCONSTRUCTION SCHEDULE AND OBTAIN WRITTEN PERMISSION AS SPECIFIED.H.IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.I.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.J.PROVIDE ALL COMPONENTS AND ACCESSORIES FOR A COMPLETE AND FINISHED INSTALLATION FOR PRODUCTS SHOWN ON THEDRAWING SHEETS.K.THE PROJECT MANUAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DOCUMENTS. REVIEW ALL PROJECT INFORMATION.L.ELECTRONIC FILES FOR LAYOUT AVAILABLE UPON WRITTEN REQUEST.M.NOTIFY LANDSCAPE ARCHITECT IN WRITING 7 DAYS PRIOR TO SCHEDULE INSPECTIONS.N.DURING ALL INSTALLATION, KEEP ADJACENT PAVING, CONSTRUCTION AREAS, AND WORK AREAS CLEAN AND IN ORDERLYCONDITION. PROTECT ALL STRUCTURES, UTILITIES, AND SITE IMPROVEMENTS, INCLUDING PLANT AND IRRIGATION MATERIALSFROM DAMAGE DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTIONDURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE ANY DAMAGED IMPROVEMENTS, INCLUDINGPLANTINGS OR IRRIGATION EQUIPMENT.©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTION DOCUMENTS202502.27.2026COB24_URD02ST A T E OF MONTANALANDSCAPE ARCHIT ECT DEBRALICENSED264ANN-LESLIEROSA02.26.26 5:11 PM | L:\COBozemanMT\COB_24URD02_Whittier Parking\BIMCAD\LandArch\COB24_URD02_L301.dwgL301LANDSCAPEPLAN-CHRISTOFANELLIROSA1L301PLANTING PLAN 1"= 10'NORTHREF.20'10'5'0SCALE: 1" = 10'Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 BFMCIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR WSWEST SHORT STREETNORTH 6TH AVE. ALLEYPROPERTY LINERESIDENTIAL ADJACENCYPROPERTY LINE EXISTING SIDEWALKNEW PAVEMENT,SEE CIVILPROPERTY LINEPROPERTY LINE EXISTING SIDEWALK STORM POND,SEE CIVILLIGHT, SEEELECTRICALMAINLINE, TYP.IRRIGATIONTRENCHIRRIGATIONSLEEVEWATER POINT OFCONNECTION ATMETERCONTROLLERPOINT SOURCELAYOUTBACK FLOWPREVENTERENCLOSURE4L5028L5022L50213L5021L5023L502WEATHERSTATION- MOUNTEDTO LIGHT POLE5L502LOCATE ZONELATERALS TOHIGH POINTSALONGSIDEWALKCONTROLWIRESLEEVEQUICKCOUPLER7L502MVCWSFSIRRIGATION LEGEND:SYMBOLDESCRIPTIONSIZEMANUF.MODEL NUMBERLATERAL LINE (DISTRIBUTION./CIRCUIT)SLEEVE34", 12"4" MIN.SCHED 40 PVCSEE BELOWISOLATION GATE VALVELINE SIZE* DENOTES MODEL OR APPROVED EQUALIRRIGATION CONTROLLERSNAHUNTERMAIN LINE34"CLASS 200 PVCWEATHER STATIONHUNTERSOLAR-SYNC-SENQUICK COUPLER VALVEHUNTER33DRCFLOW SENSORHUNTERFLOW CLICKPRO CMANUAL DRAINAIR RELIEF VALVE34 "HUNTERAVR075*MASTER VALVEHUNTERPGV-075DRIP: (POINT SOURCE) - PLANTER AREASDRIP ZONE VALVEHUNTER*XCZ-075DISTRIBUTION LINEPOINT SOURCE EMITTERS1 GPHRAINBIRD*XB-10PC-1032*DRIP MANUAL FLUSHING VALVE12" or 58"BVAL501-S*RAINBIRD* CLASS 200 PVC, OR PE 150 PSI MIN.DRIP TUBING12"ADIRRBACK FLOW PREVENTERSEE CIVIL34", 12"34", 12"34"34"34"BF34"NAPERFORMANCE IRRIGATION NOTES1.SEE GENERAL NOTES AND PLANTING PLAN.2.CONTRACTOR TO DESIGN AND INSTALL UNDERGROUND AUTOMATIC IRRIGATIONSYSTEM TO PROVIDE ADEQUATE WATER FOR ALL PLANT MATERIAL AS SHOWN ONL301. SCHEMATIC LAYOUT IS PROVIDED.3. INSTALL MANUAL DRAINS AT LOW POINTS AND AIR RELIEF VALVES AT HIGHPOINTS ALONG MAINLINE. INSTALL QUICK COUPLERS AT END OF MAINLINE ANDISOLATION VALVES DOWNSTREAM OF MAINLINE TEES.4.IRRIGATION SYSTEM TO BE INSTALLED TO PREVENT OVER-SPRAY ONTOBUILDING AND PAVED SURFACES.5.THE PLAN IS DIAGRAMMATIC FOR PIPING. ADJUST PIPE LOCATION ASNECESSARY. ALL VALVES & PIPING ARE TO BE INSTALLED IN PLANTING ORMULCH AREAS.6.DO NOT INSTALL THE IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS,GRADE CHANGES OR OTHER DETRIMENTAL SITE GEOMETRY EXISTS.7.ALL INFORMATION SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION.8.CONTRACTOR SHALL COORDINATE WATER CONNECTIONS AND IRRIGATIONCONTROLLER WITH OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CONFIRMWATER SOURCE FOR PRESSURE AND GPM REQUIREMENTS PRIOR TOCONSTRUCTION THROUGH SUBMITTALS.9.IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE OWNER'SREPRESENTATIVE IMMEDIATELY.10.CONTRACTOR TO VERIFY AVAILABLE GALLONAGE, PRESSURE, POWER, ANDPROTECTION OF WATER SOURCE AS DESIGNED BEFORE INSTALLATION OFSYSTEM.11.PROPOSED TREES, SHRUBS, AND PERENNIALS IN PLANTER BED SHALL BEWATERED BY POINT SOURCE DRIPLINE WITH DRIP ZONE CONTROL KIT ASDETAILED AND NOTED ON LEGEND. PROVIDE PVC LATERALS TO BEDS ANDCONNECT TO PE PIPE AS DETAILED, SPECIFIED AND SHOWN ON PLAN.12.CONTRACTOR SHALL PROVIDE SLEEVING FOR PIPE BELOW PAVEMENT. SLEEVEAS SPECIFIED. SUPPLY ONE EXTRA SLEEVE WITH EACH MAINLINE SLEEVE FORCONTROL WIRES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADESAND OTHER PROJECTS. BORE UNDER EXISTING PAVED AREAS AS REQUIREDUSING DRILL, AUGER, WATER JET, OR ANY OTHER INSTRUMENT APPROVED BYOWNER'S REPRESENTATIVE CAPABLE OF PRODUCING A PRECISE HOLE.BORING SHALL NOT DISTURB OVERLAYING STRUCTURES OR CAUSESETTLEMENT AND DAMAGE TO THOSE STRUCTURES. IF DEMOLISHINGEXISTING PAVEMENT FOR SLEEVE INSTALLATION, PATCH EXISTING ASPHALT ASREQUIRED.13.RAIN SENSOR TO BE ATTACHED TO LIGHT POLE WITH MOUNTING BRACKET.14.IRRIGATION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALLPERTINENT CODES AND REGULATIONS, THE REFERENCED STANDARDS, ANDTHE MANUFACTURER'S RECOMMENDATIONS.15.PROVIDE ALL COMPONENTS REQUIRED FOR PROPER WINTERIZATION OFSYSTEM.16.LINE SIZE WINTERIZATION BLOW-OUT ADAPTER SHALL BE INSTALLEDIMMEDIATELY DOWN STREAM OF POINT OF CONNECTION.17.LATERAL LINES SHALL BE SOLVENT WELDED CL200 PVC PIPE.18.LAYOUT IS DIAPHRAGMATIC INSTALL VALVE BOXES IN PLANTER BEDS WHEREEVER POSSIBLE.19.ELECTRICAL & MANUAL GATE VALVES SHALL BE INSTALLED IN VALVE BOXES ORAPPROVED EQUAL. USE A 12" STANDARD BOX FOR ALL CONTROL VALVES. 10"ROUND FOR ALL OTHERS.20.PROVIDE VALVE BOX EXTENSIONS AS REQUIRED.21.ALL WIRES SHALL BE INSTALLED UNDER A MINIMUM OF 12" COVER AND MAY BEINSTALLED IN TRENCHES WITH PIPE AS LONG AS THE WIRES ARE INSTALLEDUNDER THE PIPE.22.DBY DRY SPLICE WIRE CONNECTORS SHALL BE USED FOR ALL ELECTRICALCONNECTIONS.©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTION DOCUMENTS202502.27.2026COB24_URD02ST A T E OF MONTANALANDSCAPE ARCHIT ECT DEBRALICENSED264ANN-LESLIEROSA02.26.26 5:12 PM | L:\COBozemanMT\COB_24URD02_Whittier Parking\BIMCAD\LandArch\COB24_URD02_L401.dwgL401IRRIGATIONPLAN-CHRISTOFANELLIROSA1L401IRRIGATION PLAN 1"= 10'NORTHREF.20'10'5'0SCALE: 1" = 10'Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 1L501DECIDUOUS TREE PLANTING1/4" = 1'-0"4'-0"2'-0"NOTES:1.SEE PLANTING GENERAL NOTESFOR MORE INFORMATION.2.REMOVE ALL TWINE, STRING,AND WIRE FROM ROOTBALL.REMOVE BURLAP FROM TOPTHIRD OF ROOTBALL.3.THE ROOT FLARE OF ALL TREESSHALL BE LEVEL WITH OR UP TO1" ABOVE GRADE.4.ALL TREES SHALL BE INSTALLEDWITH A TEMPORARY SAUCER OFRAISED SOIL AT THE EDGE OFROOT BALL TO CONTAIN WATER.REMOVE OR BREACH WATERSAUCER BEFORE WINTER.5.PULL MULCH AWAY FROMTRUNK A MINIMUM OF 6".6.PROVIDE A 4'-0" MINIMUM MULCHRADIUS AROUND TREES INGRASS AREAS.STAKE, TYP.-SEE PLANTING NOTESEDGING AS SPECIFIEDMULCH AS NOTEDPLANTING SOIL AS SPECIFIEDPLACE ROOT BALL ONRAISED RING OFUNDISTURBED NATIVE SOILROOT FLAREEXCAVATE HOLE: WIDTH = 3X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLFINISH GRADETEMPORARYWATER SAUCERTREE TIE, TYP.-SEE PLANTING NOTES3'-0" MIN.6"2L501SHRUB PLANTING1"=1'-0"NOTES:1.SEE PLANTING GENERALNOTES FOR MOREINFORMATION.2.REMOVE ALL ROOTCONTAINMENT MATERIALSFROM ROOTBALL.3.THE ROOT FLARE OF ALLSHRUBS SHALL BE LEVEL WITHOR UP TO 1" ABOVE GRADE.6.ALL SHRUBS SHALL BEINSTALLED WITH ATEMPORARY SAUCER OFRAISED SOIL AT THE EDGE OFROOT BALL TO CONTAINWATER. REMOVE OR BREACHWATER SAUCER BEFOREWINTER.7.PULL MULCH AWAY FROMROOT FLARE 3".EDGING AS SPECIFIEDMULCH AS NOTEDWEED BARRIER FABRICIF APPLICABLE AND ASSPECIFIEDPLANTING SOIL ASSPECIFIEDPLACE ROOT BALLON RAISED RINGOF UNDISTURBEDNATIVE SOILROOT FLAREEXCAVATE HOLE: WIDTH = 2X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLFINISH GRADETEMPORARY WATERSAUCER AS SPECIFIED6" MIN.3L501PERENNIAL PLANTING1"=1'-0"NOTES:1.SEE PLANTING GENERAL NOTESFOR MORE INFORMATION.2.REMOVE ALL ROOT CONTAINMENTMATERIALS FROM ROOTBALL.3.THE CROWN OF THE ROOT MASSOF ALL PERENNIALS SHALL BELEVEL WITH OR UP TO 1" ABOVEGRADE.6.ALL PERENNIALS SHALL BEINSTALLED WITH A TEMPORARYSAUCER OF RAISED SOIL AT THEEDGE OF ROOT MASS TO CONTAINWATER. REMOVE OR BREACHWATER SAUCER BEFORE WINTER.7.PULL MULCH AWAY FROM ROOTMASS A MINIMUM OF 3".MULCH AS NOTEDPLANTING SOIL ASSPECIFIEDPLACE ROOT BALLON RAISED RINGOF UNDISTURBEDNATIVE SOILCROWN OFROOT MASSEXCAVATE HOLE: WIDTH = 2X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLTEMPORARY WATERSAUCER AS SPECIFIED6" MIN.3"3"EDGING AS SPECIFIEDFINISH GRADEX XY X = PLANT SPACINGSEE PLANTING SCHEDULE FOR SPACING REQUIREMENTSY = SPACING BETWEEN ROWSMULTIPLY X VALUE BY 0.86 OR 87%PLANT MATERIAL, TYP.4L501PLANTING LAYOUT1/2"=1'-0"EDGING AS SPECIFIEDOUTSIDE ROW OF PLANTMATERIAL SHALL FOLLOWBED EDGE -SEE PLANTING PLAN.SPACING SHALL NOT EXCEED X.COMPACTEDROAD BASE-SEE CIVILNOTES:1.INSTALL DRAINAGE FOREACH TREE WITHIN ALLCOMPACTED OR HARDPANAREAS. COMPACTEDAREAS MAY INCLUDESURFACES PREVIOUSLYPAVED AND/OR AREASADJACENT FOUNDATIONS.3.PLACE HOLE WITHINEXCAVATED AREA ATLOWEST POINT- NOTUNDER ROOT BALL.4.AUGER 6" MIN. DIAMETERHOLE TO FREE DRAININGSTRATA UP TO 10' DEEP.5.FOR MULTIPLE TREES-AUGERED HOLES WILL BEA MINIMUM OF 24" APART.PLACE ROOT BALL ONRAISED RING OFUNDISTURBED NATIVESOIL IF PRESENT- ORCOMPACTED ROAD BASECURB-SEE CIVILTREE PLANTING-SEE DETAILFINISH GRADEFREE DRAININGMATERIAL5L501PLANTING IN COMPACTED SOILS1/2"=1'-0"DEPTH ASNOTEDAUGER TOFREE DRAININGSTRATA OR UPTO 10'-0"6L501LANDSCAPE EDGING SCALE = 1/2"=1'-0"FINISH GRADE.EDGING AS SHOWN. INSTALL ACCORDING TOMFGR'S SPECIFICATIONS.MULCH AS NOTED3"04.26.24 11:54 AM | L:\COBozemanMT\COB_24URD02_Whittier Parking\BIMCAD\LandArch\COB24_URD02_L501.dwgL501PLANTINGDETAILSCHRISTOFANELLI-ROSA©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTION DOCUMENTS202502.27.2026COB24_URD02STA T E OF MONTANALANDSCAPE ARCHI T ECT DEBRALICENSED264ANN-LESLIEROSADocusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 NOTES:1.TAPE & BUNDLE ALL WIRING AT10'-0" INTERVALS.2.TIE A LOOSE 20" LOOP INWIRING AT ALL CHANGES INDIRECTION GREATER THAN 30°UNTIE ALL LOOPS AFTERMAKING CONNECTIONS.3.BURY MARKING TAPE 6" ABOVEALL DIRECT BURIAL WIRING,LATERAL LINES, AND MAINLINE.4.ALL WIRING UNDER PAVEMENTSHALL BE THROUGH SLEEVES-SEE DETAIL.5.ALL SPLICES SHALL BE MADE INVALVE BOXES AND LOCATED ONAS-BUILT PLANS.TYPICAL SECTIONOF A SHARED TRENCH18" MIN. DEPTH4"MIN.FINISH GRADELATERALMAINLINELOW VOLTAGEWIRE IN CONDUITIF APPLICABLEBEDDING ASSPECIFIEDBACKFILL WITHEXCAVATIONMATERIAL REMOVEDFROM TRENCH12" MIN. DEPTH1L502IRRIGATION TRENCH1"=1'-0"6" MARKERTAPE, TYP.2" MIN.COVER NOTES:1.ALL IRRIGATION SLEEVINGSHALL BE (2) SIZES LARGERTHAN PIPE OR COMBINATIONOF PIPES THEREIN ENCLOSED,WITH MINIMUM SIZE TO BE 4"SCHEDULE 80 PVC.2.SUPPLY (1) EXTRA SLEEVEWITH EACH IRRIGATIONSLEEVE FOR CONTROL WIRES.BORE UNDER EXISTINGPAVING WHERE REQUIRED.BORE SEPARATELY FORCONTROL WIRES.3.BURY MARKING TAPE ABOVEALL SLEEVES 6" BELOWPAVEMENT.4.INSTALL 3" HT IRRIGATION "I"STAMP IN PAVEMENT WHERESLEEVES ARE LOCATEDUNDER NEW PAVEMENT.5.WHEN TRENCHING PROVIDEA 4" CLEARANCE AROUNDSIDES OF SLEEVES. SLOPESIDES OF TRENCH PER OSHASPECIFICATIONS.SECTION2'-0"4"MIN.FINISH GRADEIRRIGATION SLEEVECONTROLLERWIRE SLEEVEIF APPLICABLEBEDDING ASSPECIFIEDBACKFILL WITHEXCAVATIONMATERIAL REMOVEDFROM TRENCH6"4" MIN.2L502IRRIGATION SLEEVE1"=1'-0"6" MARKERTAPE, TYP.6" MIN.6" MIN.18"TYP.NEAREST JOINTIF APPLICABLESTAMPED LETTERPAVEMENTPAVEMENT EDGEPLANEXTENDSLEEVE 1'-0"BEYONDPAVEMENT IRRIGATION SLEEVE2" MIN.COVER 8L502WATER POINT OF CONNECTION AT METERNTSBPFSBACKFLOW CONNECTION-SEE CIVILNOTES:1.CONNECTION ASSEMBLY INFORMATIONSHOWN IS SCHEMATIC ONLY.2.SEE IRRIGATION PLAN, SPECIFICATION,AND LEGEND FOR MORE INFORMATION.3.COORDINATE METER PIT WITH LOCALJURISDICTION AS NECESSARY.IRRIGATION MAINLINE10L502MANUAL DRAIN6L502MASTER VALVE &FLOW SENSOR9L502ISOLATION VALVEMMETER PIT, SEE CIVILNOTES:1.VALVE TO BESUPPORTED BYGRAVEL, PROVIDEBLOCK SHIM ASREQUIRED.2.SIZE VALVE ANDPIPING ASSPECIFIED.3.WHEREVERPOSSIBLE INSTALLVALVE BOXES INPLANTING BEDS.SEE IRRIGATIONPLAN FOR MOREINFORMATION.9L502ISOLATION VALVE1 1/2"=1'-0"FINISH GRADEGATE OR BALLVALVEVALVE BOX3/4" CRUSHEDMINUS GRAVELBRICK SUPPORTS,TYP.MAINLINEVALVE BOXEXTENSION, TYP.ADD AS NECESSARYVALVE BOX COVERSCHEDULE 80PVC UNION, TYP.NOTES:1.DOUBLE SWING JOINT SHALL BESCHEDULE 80 PVC NIPPLE WITH(3) MARLEX STREET ELBOWS.2.WHEREVER POSSIBLE INSTALLVALVE BOXES IN PLANTINGBEDS. SEE IRRIGATION PLANFOR MORE INFORMATION.MAINLINE7L502QUICK COUPLER1 1/2"=1'-0"BRICK SUPPORTS,TYP.FINISH GRADEQUICK COUPLERVALVE BOX WITH COVER3/4" CRUSHEDMINUS GRAVEL24" #4 REBAR WITH CLAMPSDOUBLE SWING JOINTMAIN LINE TEE OR ELLTREE OR SHRUB6L502MASTER VALVE AND FLOW SENSOR3/4"=1'-0"FLOWSENSORNOTES:1.INSTALL FLOW SENSOR ALONGMAINLINE AFTER MASTER VALVE ANDACCORDING TO MANUF. WRITTENSPECIFICATIONS.2.SIZE FLOW SENSOR BASED UPONREQUIRED GPM NEEDED FORPROJECT. SIZE VALVE AND PIPING ASSPECIFIED.3.INLET PIPE LENGTH OF SENSOR MUSTBE MIN. 10X PIPE DIA. STRAIGHT,CLEAN RUN OF PIPE, NO FITTINGS ORTURNS. OUTLET PIPE LENGTH OFSENSOR MUST ME MIN. 5X PIPE DIA.OF STRAIGHT CLEAN RUN OF PIPE,NO FITTINGS OR TURNS.4.DIRECT BURIAL WIRE MIN. 18/4 WIRETO INTERFACE PANEL. MIN. RUN OF1,000 LF.5.WHEREVER POSSIBLE INSTALL VALVEBOXES IN PLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.INLET MIN. LENGTH10X PIPE DIA.FINALGRADEOUTLETMIN. LENGTH5X PIPE DIA.18"-24" OF COILED WIRE3M DBY-6 WATERPROOFCONNECTOR, TYP.MASTERVALVEMAINLINE9L502ELECTRICCONTROL VALVE4L502CONTROLLER - PEDESTAL MOUNT 1"=1'-0"NOTES:1.FOR CONTROLLER PADS WITH MORE THAN ONE CONTROLLER, 6/6/6 WWM IS REQUIRED.2.FOR CONTROLLER PADS WITH ONE CONTROLLER, 6/6/6 WWM IS OPTIONAL.3.INSTALL CONTROLLER CHARTS.4.ORIENT DOOR FOR EASE OF ACCESSIBILITY.RIGHT-SIDESECTION/ELEVATIONFRONTSECTION/ELEVATION6" ROUND VALVE BOX ASSPECIFIED SET TO GRADECONDUIT FOR VALVESCONDUIT FOR COMM CABLECONDUIT FOR 120VOLT POWER SOURCESLEEVE FOR GROUNDFINISHED SURFACESLOPE TO DRAINCONCRETE FTG AS SPEC'D#6 BARE COPPERGROUND WIRE34"X8" COPPERGROUNDING ROD TYPEA CONTROLLERCONTROLLERS &PEDESTALSMOUNTED PERMFGR'SRECOMMENDATIONNOTES:1.SEE IRRIGATIONSPECIFICATION AND LEGENDFOR MORE INFORMATION.2.INSTALLATION TO BECOMPLETED INACCORDANCE WITHMANUFACTURER'SSPECIFICATIONS.3.MOUNT WEATHER STATIONWITH CLEAR EXPOSURE TOWEATHER IN LOCATIONSHOWN ON PLANS. MOUNTWITH COMMON SENSE SOAS TO NOT TO VISUALLYDETRACT FROM ITSSURROUNDINGS.4.MOUNT RECEIVER IFAPPLICABLE ON WALL NEXTTO CONTROLLER.5.MOUNT MODULE IFAPPLICABLE WITHIN 6'-0" OFCONTROLLER ON WALL.5L502WEATHER STATION1 1/2"=1'-0"IRRIGATIONCONTROLLERUP TO 800' AWAY IF WIRELESSWIRELESSRECEIVERIF APPLICABLESUPPORTINGMODULE IFAPPLICABLEMOUNTING BRACKETWEATHER STATIONEXTERIOR SECTIONSCALE: 1/4" =1'-0EXTERIOR WALL OR POLEEXTERIOR VIEW10'-0" MIN.PER MANUFACTURER(2) EMITTERS PER SHRUBDRIP LINE LATERALLATERAL SUPPLY LINE (PVC), TYP.NOTES:1.LOCATE EMITTERS DIRECTLY OUTSIDE PLANTING PIT OF SHRUBS AND TREES.2.LOOP ALL DRIP LINE BACK TO PVC LATERAL.3.DO NOT USE 14" IRRIGATION TUBING FOR TREES, SHRUBS OR ORNAMENTAL GRASSES.(4) EMITTERS PER TREE(1) EMITTER PERPERENNIAL/ORNAMENTALGRASSNOTES:DRIP LINE STARTCONNECTION, TYP.MDPOINT SOURCE LAYOUT NTS14L502DRIP ZONECONTROLKIT, TYP.13L502DRIP MANUAL DRAIN,TYP., EACH END OFLATERAL17L50216L50215L502POINT SOURCE DRIPSECTIONNOTE:1.INSTALL TUBING AND EMITTERS PER MANUF. WRITTEN INSTRUCTIONS. LENGTH OF LINE NOT TO EXCEED500' BEFORE CONNECTION BACK TO SUPPLY LINE.2.INSTALL NUMBER OF EMITTERS PER TYPICAL POINT SOURCE DRIP LAYOUT DETAIL.3.PLANTINGS PRIMARILY TO WATER INCLUDE ISLAND PLANTERS.4.SEE PLANT IRRIGATION SPECIFICATIONS.PLANTINGS, TYP., AS NOTEDFINISH GRADE, TYP.DRIP LINE (BLANK) LATERAL AS NOTED6" SOIL STAPLE, INSTALL (1) APPROX.EVERY 3' OF TUBING AND (2) ON EACHTEE, ELBOW OR CROSSEMITTERS ASNOTEDLATERALSUPPLYBEYONDDRIP LINESTART CONN-ECTIONBEYOND, SEEDETAILWEED BARRIER FABRIC, FOR MINERAL MULCHMULCH, SEE DETAILDRIP LINEBEYONDVARIES,SEE TYPICAL POINTSOURCE DRIP LAYOUT15L502POINT SOURCE DRIP SECTION 1"=1'-0"NOTES:1.INSTALL VALVE AT HIGHESTPOINT ON DISTRIBUTIONPIPING.2.VALVE AND PIPING ASSPECIFIED.3.INSTALL ONE DRIP AIR RELIEFVALVE PER DRIP AREA- SEESCHEMATIC DRIP LAYOUTDETAIL. MULTIPLE DRIPAREAS MAY BE WITHIN ASINGLE DRIP ZONE.4.WHEREVER POSSIBLEINSTALL VALVE BOXES INPLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.12L502DRIP AIR RELIEF VALVE1 1/2"=1'-0"FINISH GRADEVALVE BOXBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVELVALVE BOX COVERDISTRIBUTIONPIPING, TYP.DRIP AIR RELIEF VALVEMULCHDISTRIB.PIPINGDRIP LINE TEE OR ELLNOTES:1.VALVE TO BESUPPORTED BYGRAVEL,PROVIDE BLOCKSHIM ASREQUIRED.2.SIZE VALVE ANDPIPING ASSPECIFIED.3.DIRECT BURIALWIRE MIN. 18/4WIRE TOINTERFACEPANEL. MIN. RUNOF 1,000 LF4.WHEREVERPOSSIBLEINSTALL VALVEBOXES INPLANTING BEDS.SEE IRRIGATIONPLAN FOR MOREINFORMATION.FINISH GRADECONTROL VALVEVALVE BOX COVERSCHEDULE 80 PVCUNION, TYP.DECODER SYSTEMIF APPLICABLEMAINLINESERVICE TEE3M DBY-6 WATERPROOFCONNECTOR, TYP.18"-24" OF COILED WIRE13L502DRIP CONTROL VALVE1 1/2"=1'-0"FILTERBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVELDISTRIB.PIPINGDISTRIBUTIONPIPING17L502DRIP MANUAL DRAIN1 1/2"=1'-0"FINISH GRADEVALVE BOXBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVEL SUMP12" X 12" X 12"VALVE BOX COVERDRIP LINE TEE OR ELLMULCHNOTES:1.INSTALL VALVE AT LOWESTPOINT ON DISTRIBUTIONPIPING.2.VALVE TO BE SUPPORTED BYGRAVEL, PROVIDE BLOCKSHIM AS REQUIRED.3.VALVE AND PIPING ASSPECIFIED.3.INSTALL ONE DRAIN VALVEPER DRIP AREA- SEESCHEMATIC DRIP LAYOUTDETAIL. MULTIPLE DRIPAREAS MAY BE WITHIN ASINGLE DRIP ZONE.4.WHEREVER POSSIBLEINSTALL VALVE BOXES INPLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.DRIP MANUALDRAIN16L502BLANK DRIP LINE TUBING34" MALE ADAPTERPVC TEE ( SxSxT) OR ELBOWDRIP LINE TUBING TEEWEED BARRIER FABRIC, IF APPLICABLEMULCH 3" MINIMUM FINISH GRADE, TYP.SUPPLY LATERAL (PVC)POINT-SOURCE (PVC TO TEE)DRIP LINE START CONNECTION,3"=1'-0"DRIP LINE TUBINGDRIP LINE TUBING3L502IRRIGATION BACKFLOW ENCLOSURE3/4"=1'-0"ENCLOSUREQUICKCOUPLERBACKFLOW PREVENTOR, PER CIVILCONCRETEPADNOTES:7.ENCLOSURE TOBE 'HOT BOX'MODEL #HF013027023,UNHEATED.8.CONCRETE PADTO BE 29" X 42"SEE PLAN FORLOCATION.4.PIPING ANDFITTINGS TO BEGALVANIZED.5.PROVIDEPLASTICCOATING ONPIPING THATCONTACTS SOIL.6.EXTEND PLASTICCOATEDGALVANIZEDPIPE MIN. 10'-0"BEYOND ELL.MAIN LINEGATE OR BALLVALVE AS SPECIFIED,LINE SIZE.6"MIN.FINALGRADEUNION, TYP.3" MIN.6" SLEEVE,TYP.6"MIN.6" MIN.PLASTICCOATEDGALVANIZEDELLWATERSERVICEMAINLINE10L502MANUAL DRAIN1"=1'-0"FINISH GRADEPVC SCHEDULE 80 FITTINGSAND SCHEDULE 80THREADED NIPPLES, TYP.1" BRONZE BALL ORGATE VALVEGRAVEL SUMP WITH A MIN.3 CUBIC YARDS OF1 1/2 " WASHED AGGREGATE WRAPPED IN FILTER FABRICAS SPECIFIED10" ROUND VALVE BOX3/4" CRUSHEDMINUS GRAVELMAINLINE WITH 1" TEEON BOTTOM6" DIA. PVC RISER,LENGTH AS REQUIRED4" MIN.NOTES:1.INSTALL MANUALDRAIN AT LOWESTPOINT ON MAINLINE.2.RISER TO BESUPPORTED BYGRAVEL.3.VALVE AND PIPINGAS SPECIFIED.4.WHEREVERPOSSIBLE INSTALLVALVE BOXES INPLANTING BEDS.SEE IRRIGATIONPLAN FOR MOREINFORMATION.SCHEDULE 80 PVCUNION, TYP.NOTES:1.VALVE TO BESUPPORTED BYGRAVEL, PROVIDEBLOCK SHIM ASREQUIRED.2.SIZE VALVE AND PIPINGAS SPECIFIED.3.DIRECT BURIAL WIREMIN. 18/4 WIRE TOINTERFACE PANEL. MIN.RUN OF 1,000 LF4.WHEREVER POSSIBLEINSTALL VALVE BOXESIN PLANTING BEDS. SEEIRRIGATION PLAN FORMORE INFORMATION.CONTROL VALVEBRICK SUPPORTS, TYP.SCHEDULE 80 PVCUNION, TYP.DECODER SYSTEMIF APPLICABLEMAINLINE3/4" CRUSHED MINUS GRAVELSERVICE TEE11L502ELECTRIC CONTROL VALVE1 1/2"=1'-0"FINISH GRADEVALVE BOX COVER3M DBY-6 WATERPROOFCONNECTOR, TYP.18"-24" OF COILED WIREDISTRIB.PIPING©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |WHITTIER SCHOOL PARKING LOT BOZEMAN, MTCONSTRUCTION DOCUMENTS202502.27.2026COB24_URD02STA T E OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA08.22.25 01:43 PM | L:\COBozemanMT\COB_24URD02_Whittier Parking\BIMCAD\LandArch\COB24_URD02_L502.dwgL502IRRIGATIONDETAILSCHRISTOFANELLI-ROSADocusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 EXISTING POWERPOLE WITHTRANSFORMERBANK12345"A""B""C1"30' OR LESS24"6-#67'-0"HAND HOLEBUSH CONDUIT ENDSBASE COVER#3 TIES"B"PROVIDE FUSE(S) IN CIRCUIT TOBALLAST. FUSE SIZE AS REQUIREDBY LUMINAIRE MANUFACTURER45° CHAMFER1 1/2 " MIN. FINISHGROUTFINISHEDGRADE LINEANCHOR BOLTS TO BEFURNISHED BY POLEMANUFACTURER(MIN. 3" LARGER THAN OUTER MOSTPORTION OF BASE COVER).REINFORCED CONCRETEBASE, BY ELECTRICALCONTRACTORSEE SITE PLANFOR BRANCHCIRCUIT WIRINGEDGE OF CURBOR PAVEDAREAEDGE OFSIDEWALKPROJECT ANCHOR BOLTS ABOVE TOP OFBASE. PROVIDE DOUBLE NUTS FORLEVELING UNIT (ONE ABOVE AND ONEBELOW BASE FLANGE) GROUT VOIDBETWEEN BASE FLANGE AND TOP OFCONCRETE, HAND FINISH TEMPLATE TO BEFURNISHED BY POLE MANUFACTURER.POLEHEIGHTPOLE BASEDIAMETERVERTICALBARSDEPTH BELOW GRADEUNRESTRAINED1'-7" LAP3"CLRPOL E B A S E DIAM E T E R #3 TIES @12"VERTICALBARS"C1" 36" MIN 12" MIN 6" MIN 18" MIN "A" 3" MIN 2" 1 1/2"UNRESTRAINED AT THE BASENO RIGID SURFACE AT THE GROUNDLINE1.TYPE S1 FIXTURE - LITHONIA LIGHTING DSX2 LED P1 40K80CRI TFTM MVOLTSPA PER WITH DLL127F 1.5 JU PHOTOCELL. FIXTURE(S) MOUNTED 2@180. POLESQUARE STEEL WITH VIBRATION DAMPENERS. (OR APPROVED EQUAL)MOUNTING HEIGHT 25'-0" TO BOTTOM OF FIXTURE. PROVIDE #12's IN 3/4"CONDUIT FROM POLE LIGHT TO PANEL.2.PROVIDE COMBO METER SOCKET/LOADCENTER W/50A MB, 120/240V, 1PH, 3RENCLOSURE, 8 BREAKER PROVISION WITH (2) 20A/1P GFCI BREAKERS. MOUNTTO UNISTRUT RACK, COORDINATE LOCATION WITH PROJECT LANDSCAPEARCHITECT.3.PROVIDE 120V CONNECTION TO IRRIGATION CONTROLLER.4.PROVIDE (3) #6 + (1) #10G. IN 1" CONDUIT.5.PROVIDE POLE MOUNTED MAST UP EXISTING POWER POLE PER NWESPECIFICATONS -STUB OUT CONDUCTORS FOR POWER FEED CONNECTION.SHEET WORK NOTES?PANEL 'SITE PANEL'LOCATION:SITE UNISTRUT RACKAMPS:50MINIMUM AIC:SEE POWER RISER/ONE-LINE DIAGRAMTYPE OF MAIN:MCBVOLTS:120/240MOUNT:SURFACEMANUFACTURER:PHASE1WIRE3NOTES:3R RATED W/ 50A MCB, ALL BRANCH CIRCUIT BREAKER TO BE GFCITYPE:3R LOAD CENTER W/ METER SOCKET.LOAD CIRCUIT DESCRIPTIONCKTPBRKRVOLTABVOLTBRKRPCKT CIRCUIT DESCRIPTIONLOADTYPENOAMPAMPSAMPSAMPNOTYPESITE LIGHITNG11202802802012SPAREIRRIGATION CONTROLLER31201201202014SPARESPACE5116SPACESPACE7118SPACE280120CONNECTED PHASE VA2.3A1ACONNECTED PHASE AMPSPANEL 'SITE PANEL'AB57.1%11/6/2025 1:52 PM©| ALL RIGHTS RESERVED®DRAWN BY |REVISIONSREVIEWED BY |DESIGNED BY |PROJ# |WHITTER SCHOOL PARKING LOT NORTH 6TH AVE & WEST SHORT STREET BOZEMAN, MTCONSTRUSTIONDOCUMENTS202602.27.2026B24-03903.02.26 4:48 PM | L:\COBozemanMT\COB_24URD02_Whittier Parking\BIMCAD\Elec\COB24_URD02_E100.dwgE100WHITTER SCHOOLPARKLING LOT SITELIGHTING PLAN-BRUNSVOLDBRUNSVOLDHAIDLE1E100WHITTER SCHOOL PARKING LOT SITE LIGHTING PLAN 1" = 10'-0"2E100SITE POLE BASE DETAIL NO SCALENORTHREF.20'10'5'01"=10'-0"HAIDLEJEFFREY LYNNNo. 11561 PE MONTANALICENSEDPROFESSIONAL ENGINEER Docusign Envelope ID: 0492DD35-CA56-8E9F-80BC-A47A95284358 Certificate Of Completion Envelope Id: 0492DD35-CA56-8E9F-80BC-A47A95284358 Status: Completed Subject: Corrected to Add Bond Documents: Whittier Elementary Parking Lot Agreement w Exhibits.pdf Source Envelope: Document Pages: 118 Signatures: 4 Envelope Originator: Certificate Pages: 5 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: 155.190.3.8 Record Tracking Status: Original 5/21/2026 8:41:26 AM Holder: Mike Maas mike.maas@bozemanmt.gov Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Signer Events Signature Timestamp Scott Landenburg scott@hoffmansmt.com Project Manager Hoffman's R&M Services Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 2600:6cf2:5040:252:7ceb:8c4b:526e:a625 Sent: 5/21/2026 8:59:15 AM Viewed: 5/26/2026 8:46:21 AM Signed: 5/26/2026 8:46:51 AM Electronic Record and Signature Disclosure: Accepted: 5/26/2026 8:46:21 AM ID: b1cd37af-18c2-43f9-aa7e-f4c06d9bc682 Greg Sullivan greg.sullivan@bozemanmt.gov City of Bozeman Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 155.190.9.4 Sent: 5/26/2026 8:46:58 AM Viewed: 5/26/2026 9:53:45 AM Signed: 5/26/2026 9:53:58 AM Electronic Record and Signature Disclosure: Accepted: 5/26/2026 9:53:45 AM ID: 1572b097-e460-4e00-bf5e-8c9c48d5475e Chuck Winn chuck.winn@bozemanmt.gov City Manager 15 Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 2600:1011:b31b:c991:9bd:b685:89bd:179a Signed using mobile Sent: 5/26/2026 9:54:03 AM Viewed: 5/27/2026 3:05:11 PM Signed: 5/27/2026 3:05:27 PM Electronic Record and Signature Disclosure: Accepted: 5/27/2026 3:05:11 PM ID: 1c36074a-15ce-413f-bb8c-e779fe31e522 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: 155.190.3.8 Sent: 5/27/2026 3:05:33 PM Viewed: 5/29/2026 10:16:21 AM Signed: 5/29/2026 10:16:50 AM 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 Jesse DiTommaso jesse.ditommaso@bozemanmt.gov Security Level: Email, Account Authentication (None) Sent: 5/21/2026 8:59:13 AM Viewed: 5/22/2026 9:22:51 AM Electronic Record and Signature Disclosure: Not Offered via Docusign Adam Schlegel adamschlegel@cushingterrell.com Security Level: Email, Account Authentication (None) Sent: 5/21/2026 8:59:14 AM Viewed: 5/22/2026 11:11:42 AM 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: 5/21/2026 8:59:15 AM 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 5/21/2026 8:59:13 AM Envelope Updated Security Checked 5/21/2026 10:26:56 AM Envelope Updated Security Checked 5/21/2026 10:26:56 AM Envelope Updated Security Checked 5/21/2026 10:26:56 AM Envelope Updated Security Checked 5/21/2026 10:26:56 AM Envelope Updated Security Checked 5/21/2026 10:26:56 AM Envelope Summary Events Status Timestamps Certified Delivered Security Checked 5/29/2026 10:16:21 AM Signing Complete Security Checked 5/29/2026 10:16:50 AM Completed Security Checked 5/29/2026 10:16:50 AM 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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All notices and disclosures will be sent to you electronically Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. How to contact City of Bozeman: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: information@bozeman.net To advise City of Bozeman of your new email address To let us know of a change in your email address where we should send notices and disclosures electronically to you, you must send an email message to us at information@bozeman.net and in the body of such request you must state: your Electronic Record and Signature Disclosure created on: 1/16/2026 3:06:06 PM Parties agreed to: Scott Landenburg, Greg Sullivan, Chuck Winn previous email address, your new email address. 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By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that: You can access and read this Electronic Record and Signature Disclosure; and You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and Until or unless you notify City of Bozeman as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by City of Bozeman during the course of your relationship with City of Bozeman.