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18- Contract Documents - Sime Construction, Inc. - Baxter Lane Improvements Project from N. 19th Ave to N. 8th Ave
Executed Contract Documents Baxter Lane Improvements Project P l From North 19th Avenue to North 7th Avenue Bozeman, Montana - I Prepared for City of Bozeman, Montana i[r I '+• •^k3r .j ti 1 TABLE OF CONTENTS EXECUTED CONTRACT DOCUMENTS BAXTER LANE IMPROVEMENTS PROJECT,FROM NORTH 19TH AVE.TO NORTH 7TH AVE. CONTRACT 12OL11MF,NTS Notice of Award Agreement Performance Bond Payment Bond Insurance Certificates BIDDING DOCUMENTS Bid Proposal Bid Bond Power of Attorney Non-Discrimination Affirmation Form BIDDING INFORMATTON Addendum No. 1 to 3 Pre-Bid Meeting Minutes&Sign-in Sheet Plan Holder's List Summary of Bid Received Certified Bid Tabulations Recommendation of Award BIDDING REQUIREMENTS Bidder's Checklist Invitation to Bid Instructions to Bidders GENERAL CONDTTTONS Standard General Conditions(EJCDC C-700) RPA Supplementary Conditions SPECIAT,PROVISIONS Contents listed at front of the Special Provisions TECHNICAI,SPFCIFICATTONS Contents listed at front of the Technical Specifications PREVAILING WAGE,RATES APPENDIX A. MISCF, „ANEO JS FORMS 1. Notice to Proceed 2. Approval of Subcontractors 3. Substitution Request Form 4. Schedule of Values for Contract Payment 5. Application and Certificate of Payment 6. Work Directive Change 7. Change Order 8. Affidavit on Behalf of Contractor 9. Contractor's Certificate of Completion 10. Certificate of Substantial Completion 11. Consent of Surety Company to Final Payment 12. Owners Acceptance and Grant of Possession APPENDIX B. GEOTECHNTCAI,REPORT Pavement Evaluation,January 22,2016 APPENDIX C. 404 INDIVID JALPEEMII Section 404 Clean Water Act,Individual Permit and Conditions MDEQ Section 401 Water Quality Certification and Conditions APPENDIX D. STREAM PROTE,CTTON ACT 124 PERMIT Stream Protection Act(SPA 124)Permit and General Conditions 318 Authorization Review APPENDIX E: RIGHT-OF-WAY AGRFEMFNTS Parcel 14, 16, 17 CONSTRUCTTON DRAWINGS Bound under separate cover Baxter Lane Improvements Project From North 19" Avenue to North 7t" Avenue Bozeman, Montana Construction Specifications and Contract Documents Prepared by Staci Venner, P.E. Project Manager QA/QC by � , -h.srcJ'6 ----- April Gerth, P.E. Project Manager Approval by Jeff Key, P.E.' President Date Approved 12/13/2017 M' YROBERT PECCIA & ASSOCIATES P.O.Box 5653 P.O.Box 5100 3810 Valley Commons Drive#4 3147 Saddle Drive 102 Cooperative Way#300 Bozeman,MT 59718 Helena,MT 59604 Kalispell,MT 59903 (406)284-2665 (406)447-5000 (406j 752-5025 (406)447-5653 FAX (406)752-5024 FAX CONTRACT DOCUMENTS NOTICE OF AWARD Dated: UV,�1✓ 2- TO: Sime Construction,Inc. ADDRESS: 190 Ramshorn Drive,Bozeman,MT 59718 PROJECT: Baxter Lane Improvements Project from North 191h Avenue to North 7ch Avenue CONTRACT FOR: Project Bid Price You are notified that your Bid opened on March 13'h,2018,for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for the:Baxter Lane Improvements Project North 19`h Avenue to North 71h Avenue. The Contract Price of your Contract is: Two million four hundred nine thousand nine hundred ninety-two Dollars and 23 Cents ($2,409,992.23). Five(5)copies of each of the proposed Contract Documents(except Drawings)accompany this Notice of Award. Three(3)sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen(15)days of the date of this Notice of Award, that is,by Awl 1, [q ,2018. 1. You must deliver to the OWNER Five (5) fully executed counterparts of the Agreement including all the Contract Documents and Drawings. 2. You must deliver with the executed Agreement the Contract Security(Bonds)as specified in the Instruction to Bidders(Articles 8-10),and the General Conditions(paragraph 5.01). 3. List other conditions precedent: You must deliver with the executed Agreement the Certificates of Insurance as specified in the General Conditions(Article 5)and Supplementary Conditions(Article 1). Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned,to annul this Notice of Award,and to declare your Bid Security forfeited. Within ten(10)days after you comply with these conditions,OWNER will return to you two fully signed counterpart of the Agreement with the Contract Documents attached. CITY OF BOZEMAN,MONTANA ATTEST: (CITY MANAGER) CITY CLERK) --` DATE: Ia 1883 L�r . . .I V Co.' NOTICE OF AWARD Page 1 of 1 ( AGREEMENT ( THIS AGREEMENT is dated as of the day of ri m the year 2018, by and between ( CITY OF BOZEMAN, hereinafter called OWNER, an SIME Construction hereinafter called ( CONTRACTOR. ( OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, ( agree as follows: ( Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. ( The project work is Baxter Lane improvements from North 191h Avenue to North 7tth Avenue. Work includes reconstruction of Baxter Lane, traffic signal upgrades at the Baxter Lane and North 191h Avenue intersection, and pedestrian facility upgrades. Items of work include street excavation, subexcavation, gravel base course, asphalt pavement, chip seal, curb and gutter, l sidewalk,storm drain,culvert extensions and replacements,utility adjustments and relocations, ( street lighting, signing, pavement markings, topsoil, and seeding. ( The project for which the Work under the Contract Documents may be the whole or only a part is E generally described as follows: Baxter Lane Improvements Project from North 19'Avenue to North 7rh Avenue. ( Article 2. CONTRACT TIME. 2.1 The Work will be completed within 150 days after the date when the contract time ( commences to run as provided in the General Conditions. Final payment will be withheld until final completion and acceptance of the Work, as stipulated in this Agreement. ( 2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in this Agreement and that OWNER will suffer financial loss if the Work is not substantially ( complete within the time specified above,plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense and difficulties ( involved in proving,in a legal or arbitration proceeding,the actual loss suffered by OWNER ( if the Work is not substantially complete on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay(but ` not as a penalty) CONTRACTOR shall pay OWNER five hundred dollars ($ 500.00) for each calendar day that work continues past the contract time,until such work is substantially complete. Article 3. CONTRACT PRICE. 3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents the sum(subject to adjustment as provided in the Contract Documents) of Two Million Four Hundred Nine Thousand Nine Hundred Ninety Two Dollars and 23 Cents($2,409,992.23). AGREEMENT Page 1 of 6 Article 4. 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. 4.1 Progress Payments. OWNER will make progress payments monthly on account of the contract price on the basis of CONTRACTOR'S application for payment as recommended by ENGINEER. All progress payments will be on the basis of the progress of the Work measured by the schedule of values provided for in the General Conditions. 4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in accordance with the General Conditions and as outlined herein. 4.2 Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions,OWNER shall pay the remainder of the contract price as recommended by ENGINEER as provided in said paragraph 14.07. Article 5. INTEREST. All monies not paid when due hereunder shall bear interest at the simple rate established by the Federal Cost of Money Rate commencing at the time of a claim. Article 6. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, state and local laws, ordinances, rules and regulations that in any manner may affect cost, progress or performance of the Work. 6.2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Special Provisions of Contract Documents,and accepts the determination set forth in the Contract Documents of the extent of the technical data contained in such reports and drawings, and has personally completed his own field investigations. 6.3 CONTRACTOR has obtained and carefully studied(or assumes responsibility for obtaining and carefully studying)all such examinations,investigations,explorations,tests,reports and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site that otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR AGREEMENT Page 2 of 6 considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents,including specifically the provisions of paragraph 4.02 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by Contractor for such purposes. 6.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price,within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.04 of the General Conditions. 6.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 6.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 6.7 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 7. CONTRACT DOCUMENTS. The Bid Documents,together with this Agreement,form the Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR are attached to this Agreement,made a part hereof and consist of the following: 7.1 This Agreement. 7.2 Exhibits to this Agreement(if any). 7.3 Performance Bond,Payment Bond, and Bid Bond. 7.4 Invitation to Bid. 7.5 Instructions to Bidders and Bid Proposal. 7.6 Certificates of Insurance. 7.7 General Conditions. AGREEMENT Page 3 of 6 7.8 Supplementary Conditions. 7.9 Wage Rates. 7.10 Special Provisions including Measurement and Payment. 7.11 Technical Specifications. 7.12 Montana Public Works Specifications,Sixth Edition,and City of Bozeman Modifications to Montana Public Works Standard Specifications, latest edition(by reference). 7.13 Montana Department of Transportation Standard Specifications for Road and Bridge Construction,2014 Edition,and all subsequent Supplemental Specifications(by reference). 7.14 Appendices. 7.15 Addenda listed on the Bid forms. 7.16 CONTRACTOR'S executed Bid forms. 7.17 Documentation submitted by CONTRACTOR prior to Notice of Award. 7.18 Notice of Award. 7.19 Notice to Proceed. 7.20 Any modification, including Change Orders and Work Directive Change, duly delivered after execution of Agreement. 7.21 Any Notice of Partial Utilization. 7.22 Consent of Surety. 7.23 Approval of Subcontractors. 7.24 Substitution Request Form. 7.25 Schedule of Values. 7.26 Notice of Substantial Completion. 7.27 Notices of Final Completion and Acceptance. 7.28 Non-discrimination affirmation form. 7.29 Drawings. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered,amended or repealed by a modification(as defined in the General Conditions). Article 8. NO DAMAGES FOR DELAY—OTHER CONTRACTORS It shall be the affirmative duty of each and every CONTRACTOR on the project to cooperate and coordinate the scheduling and progress of its work with that of all other CONTRACTORS.Under no circumstances shall the OWNER be liable for any damages for delay. It is further stipulated and agreed that the terms of this provision shall govern any other Contract Document as defined in this Agreement. 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 AGREEMENT Page 4 of 6 upon the OWNER and the CONTRACTOR respectively and his partners, successors, assigns,and legal representatives. Neither the OWNER nor the CONTRACTOR shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other party. The OWNER reserves the right to withdraw at any time from any subcontractor where Work has proven unsatisfactory the right to be engaged in or employed upon any part of the Work. 9.3 In the event it becomes necessary for either party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing party or the party giving notice shall be entitled to reasonable attorney's fees and costs. 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 this Agreement. AGREEMENT Page 5 of 6 4 IN WITNESS WHEREOF,the parties hereto have executed this Agreement the day and year first above written. 4 i (CO TOR) By (SEAL&) (ATTEST) Title (JOINT VENTURE) By 5 (SEAL&) g (ATTEST) ��" ' ' •2� Title r1jjA City of Bozeman *G•• ` ' - ' (OWNER) ��r•, 1883 �TI1V Co. Bye ,. (CITY MANAG R) (SEAL&) (ATTEST) APPROVED AS TO FORM: (CITY ATTORN Y) i AGREEMENT Page 6 of 6 I °G`;rtc rs W'''''"TTi PERFORMANCE BOND CONTRACTOR(name and address): SURETY(name and address of principal place of business): Sime Construction, Inc. Travelers Casualty and Surety Company of America 190 Ramshorn Drive One Tower Square Bozeman, MT 59718 Hartford, CT 06183 Montana Resident Agent OWNER fname and address): .�� T V EST INC. City of Bozeman, Montana _�� PO Box 1230 —��� Bozeman, MT 59771 Bozeman, Montana 59715 CONSTRUCTION CONTRACT Effective Date of the Agreement: 41?%I l8 Amount: $2,409,992.23 (Two Million Four Hundred Nine Thousand Nine Hundred Ninety Two Dollars and 23/100) Description (name and location): Baxter Lane Improvements Project from North 19th Avenue to North 7th Avenue Bozeman, Montana BOND Bond Number: 106856083 Date (not earlier than the Effective Date of the Agreement of the Construction Contract): �rul�g Amount: $2,409,992.23 (Two Million Four Hundred Nine Thousand Nine Hundred Ninety Two Dollars and 23/100) Modifications to this Bond Form: x❑ None ❑ See Paragraph 16 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY Sime Construction, Inc. (seal) Travelers Casualty and Surety Company of America (seal) Contractor's Name and Corporate-Seal Surety's Name and Corporate Seal By: G ✓ . �' By: Signature Signature(attach power of attorney) Bryan D. Hall Print Name Print Name Attorney-in-Fact Title Title ? Attest: �t—� � Attest: Signature Signature arci Stoppel A�t,,-- Z T Surety Account Manager Title Title Notes:(1)Provide supplemental execution by any additional parties,such as joint venturers. (2)Any singular reference to Contractor,Surety, Owner, or other party shall be considered plural where applicable. E1CDC®C-610,Performance Bond Copyright©2013 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 1 of 3 1. The Contractor and Surety, jointly and severally, bind Owner and a contractor selected with the Owners concurrence, themselves, their heirs, executors, administrators, successors, and to be secured with performance and payment bonds executed assigns to the Owner for the performance of the Construction by a qualified surety equivalent to the bonds issued on the Contract,which is incorporated herein by reference. Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of 2. If the Contractor performs the Construction Contract,the Surety the Contract Price incurred by the Owner as a result of the and the Contractor shall have no obligation under this Bond, except Contractor Default;or when applicable to participate in a conference as provided in Paragraph 3. 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable 3. If there is no Owner Default under the Construction Contract, promptness under the circumstances: the Surety's obligation under this Bond shall arise after: 5.4.1 After investigation, determine the amount for 3.1 The Owner first provides notice to the Contractor and which it may be liable to the Owner and, as soon as the Surety that the Owner is considering declaring a Contractor practicable after the amount is determined, make payment Default. Such notice shall indicate whether the Owner is to the Owner;or requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance. If the Owner 5.4.2 Deny liability in whole or in part and notify the does not request a conference, the Surety may, within five (5) Owner,citing the reasons for denial. business days after receipt of the Owner's notice,request such a conference. If the Surety timely requests a conference, the 6. If the Surety does not proceed as provided in Paragraph 5 with Owner shall attend. Unless the Owner agrees otherwise, any reasonable promptness,the Surety shall be deemed to be in default conference requested under this Paragraph 3.1 shall be held on this Bond seven days after receipt of an additional written notice within ten (10) business days of the Surety's receipt of the from the Owner to the Surety demanding that the Surety perform its Owner's notice. If the Owner, the Contractor, and the Surety obligations under this Bond, and the Owner shall be entitled to agree, the Contractor shall be allowed a reasonable time to enforce any remedy available to the Owner. If the Surety proceeds as perform the Construction Contract, but such an agreement shall provided in Paragraph 5.4,and the Owner refuses the payment or the not waive the Owner's right, if any, subsequently to declare a Surety has denied liability, in whole or in part,without further notice Contractor Default; the Owner shall be entitled to enforce any remedy available to the Owner. 3.2 The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety;and 7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3,then the responsibilities of the Surety to the Owner shall not be greater 3.3 The Owner has agreed to pay the Balance of the than those of the Contractor under the Construction Contract, and Contract Price in accordance with the terms of the Construction the responsibilities of the Owner to the Surety shall not be greater Contract to the Surety or to a contractor selected to perform the than those of the Owner under the Construction Contract. Subject to Construction Contract. the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication for: 4. Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 shall not constitute a failure to comply 7.1 the responsibilities of the Contractor for correction of with a condition precedent to the Surety's obligations, or release the defective work and completion of the Construction Contract; Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. 7.2 additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the 5. When the Owner has satisfied the conditions of Paragraph 3,the actions or failure to act of the Surety under Paragraph 5;and Surety shall promptly and at the Surety's expense take one of the following actions: 7.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract,actual damages caused by 5.1 Arrange for the Contractor, with the consent of the delayed performance or non-performance of the Contractor. Owner,to perform and complete the Construction Contract; 8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the 5.2 Undertake to perform and complete the Construction Surety's liability is limited to the amount of this Bond. Contract itself,through its agents or independent contractors; 9. The Surety shall not be liable to the Owner or others for 5.3 Obtain bids or negotiated proposals from qualified obligations of the Contractor that are unrelated to the Construction contractors acceptable to the Owner for a contract for Contract, and the Balance of the Contract Price shall not be reduced performance and completion of the Construction Contract, or set off on account of any such unrelated obligations. No right of arrange for a contract to be prepared for execution by the action shall accrue on this Bond to any person or entity other than EJCDC®C-610,Performance Bond Copyright©2013 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 2 of 3 the Owner or its heirs, executors, administrators, successors, and allowance for the Contractor for any amounts received or to be assigns. received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all 10. The Surety hereby waives notice of any change, including valid and proper payments made to or on behalf of the changes of time, to the Construction Contract or to related Contractor under the Construction Contract. subcontracts,purchase orders,and other obligations. 14.2 Construction Contract: The agreement between the 11. Any proceeding, legal or equitable, under this Bond may be Owner and Contractor identified on the cover page, including all instituted in any court of competent jurisdiction in the location in Contract Documents and changes made to the agreement and which the work or part of the work is located and shall be instituted the Contract Documents. within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years 14.3 Contractor Default: Failure of the Contractor, which after the Surety refuses or fails to perform its obligations under this has not been remedied or waived, to perform or otherwise to Bond, whichever occurs first. If the provisions of this paragraph are comply with a material term of the Construction Contract. void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit shall be 14.4 Owner Default: Failure of the Owner, which has not applicable. been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or 12. Notice to the Surety, the Owner, or the Contractor shall be comply with the other material terms of the Construction mailed or delivered to the address shown on the page on which their Contract. signature appears. 14.5 Contract Documents:All the documents that comprise 13. When this Bond has been furnished to comply with a statutory the agreement between the Owner and Contractor. or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said 15. If this Bond is issued for an agreement between a contractor and statutory or legal requirement shall be deemed deleted herefrom and subcontractor, the term Contractor in this Bond shall be deemed to provisions conforming to such statutory or other legal requirement be Subcontractor and the term Owner shall be deemed to be shall be deemed incorporated herein. When so furnished,the intent Contractor. is that this Bond shall be construed as a statutory bond and not as a common law bond. 16. Modifications to this Bond areas follows: 14. Definitions 14.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including EJCDC®C-610,Performance Bond Copyright©2013 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 3 of 3 EJCDC UiGINMis J(HIJ CONIRAcr PAYMENT BOND CONTRACTOR(name and address): SURETY(name and address of principal place of business): Sime Construction, Inc. Travelers Casualty and Surety Company of America 190 Ramshorn Drive One Tower Square Bozeman, MT 59718 Hartford, CT 06183 OWNER (name and address): Montana Resident Agent City of Bozeman, Montana FIRST W ST, INC. PO Box 1230 l Bozeman, MT 59771 CONSTRUCTION CONTRACT Bozeman, Montana 58715 Effective Date of the Agreement: Amount: $2,409,992.23(Two Million Four Hundred Nine Thousand Nine Hundred Ninety Two Dollars and 23/100) Description (name and location): Baxter Lane Improvements Project from North 19th Avenue to North 7th Avenue Bozeman, Montana BOND Bond Number: 106856083 Date(not earlier than the Effective Date of the Agreement of the Construction Contract) q ZLII$ Amount: $2,409,992.23 (Two Million Four Hundred Nine Thousand Nine Hundred inety Two Dollars and 23/100) Modifications to this Bond Form: ❑ None ❑ See Paragraph 18 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY Sime Construction, Inc. (Seal) Travelers Casualty and Surety Company of America__(seal) Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By: L ! By: Signature Signature(attach power of attorney) Bryan D. Hall Print Name Print Name Attorney-in-Fact Title Title Attest: � Attest: Signature Signature ' Marci Stoppel Surety Account Manager Title Title Notes: (1)Provide supplemental execution by any additional parties,such as joint venturers. (2)Any singular reference to Contractor,Surety, Owner,or other party shall be considered plural where applicable. EJCDC®C-615,Payment Bond Copyright©2013 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 1 of 3 6. If a notice of non-payment required by Paragraph 5.1.1 is 1. The Contractor and Surety, jointly and severally, bind given by the Owner to the Contractor,that is sufficient to themselves, their heirs, executors, administrators, satisfy a Claimant's obligation to furnish a written notice of successors, and assigns to the Owner to pay for labor, non-payment under Paragraph 5.1.1. materials, and equipment furnished for use in the performance of the Construction Contract, which is 7. When a Claimant has satisfied the conditions of Paragraph incorporated herein by reference,subject to the following 5.1 or 5.2, whichever is applicable, the Surety shall terms. promptly and at the Surety's expense take the following actions: 2. If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds 7.1 Send an answer to the Claimant,with a copy to the harmless the Owner from claims, demands, liens, or suits Owner, within sixty (60) days after receipt of the by any person or entity seeking payment for labor, Claim,stating the amounts that are undisputed and materials, or equipment furnished for use in the the basis for challenging any amounts that are performance of the Construction Contract,then the Surety disputed;and and the Contractor shall have no obligation under this Bond. 7.2 Pay or arrange for payment of any undisputed amounts. 3. If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this 7.3 The Surety's failure to discharge its obligations Bond shall arise after the Owner has promptly notified the under Paragraph 7.1 or 7.2 shall not be deemed to Contractor and the Surety (at the address described in constitute a waiver of defenses the Surety or Paragraph 13) of claims, demands, liens, or suits against Contractor may have or acquire as to a Claim, the Owner or the Owner's property by any person or except as to undisputed amounts for which the entity seeking payment for labor, materials,or equipment Surety and Claimant have reached agreement. If, furnished for use in the performance of the Construction however, the Surety fails to discharge its Contract, and tendered defense of such claims, demands, obligations under Paragraph 7.1 or 7.2, the Surety liens,or suits to the Contractor and the Surety. shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to 4. When the Owner has satisfied the conditions in Paragraph recover any sums found to be due and owing to 3, the Surety shall promptly and at the Surety's expense the Claimant. defend,indemnify,and hold harmless the Owner against a duly tendered claim,demand,lien,or suit. 8. The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's 5. The Surety's obligations to a Claimant under this Bond fees provided under Paragraph 7.3,and the amount of this shall arise after the following: Bond shall be credited for any payments made in good faith by the Surety. 5.1 Claimants who do not have a direct contract with the Contractor, 9. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance 5.1.1 have furnished a written notice of non- of the Construction Contract and to satisfy claims, if any, payment to the Contractor, stating with under any construction performance bond. By the substantial accuracy the amount claimed Contractor furnishing and the Owner accepting this Bond, and the name of the party to whom the they agree that all funds earned by the Contractor in the materials were, or equipment was, performance of the Construction Contract are dedicated furnished or supplied or for whom the to satisfy obligations of the Contractor and Surety under labor was done or performed, within this Bond,subject to the Owner's priority to use the funds ninety (90) days after having last for the completion of the work. performed labor or last furnished materials or equipment included in the 10. The Surety shall not be liable to the Owner, Claimants, or Claim;and others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be 5.1.2 have sent a Claim to the Surety (at the liable for the payment of any costs or expenses of any address described in Paragraph 13). Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on 5.2 Claimants who are employed by or have a direct behalf of Claimants, or otherwise have any obligations to contract with the Contractor have sent a Claim to Claimants under this Bond. the Surety (at the address described in Paragraph 13). 11. The Surety hereby waives notice of any change, including changes of time,to the Construction Contract or to related subcontracts,purchase orders,and other obligations. E1CDC®C-615,Payment Bond Copyright©2013 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 2 of 3 12. No suit or action shall be commenced by a Claimant under 8. The total amount due and unpaid to the this Bond other than in a court of competent jurisdiction in Claimant for labor, materials, or equipment the state in which the project that is the subject of the furnished as of the date of the Claim. Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a 16.2 Claimant: An individual or entity having a direct Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2, or contract with the Contractor or with a (2) on which the last labor or service was performed by subcontractor of the Contractor to furnish labor, anyone or the last materials or equipment were furnished materials,or equipment for use in the performance by anyone under the Construction Contract, whichever of of the Construction Contract. The term Claimant (1) or (2) first occurs. If the provisions of this paragraph also includes any individual or entity that has are void or prohibited by law, the minimum period of rightfully asserted a claim under an applicable limitation available to sureties as a defense in the mechanic's lien or similar statute against the real jurisdiction of the suit shall be applicable. property upon which the Project is located. The intent of this Bond shall be to include without 13. Notice and Claims to the Surety, the Owner, or the limitation in the terms of "labor, materials, or Contractor shall be mailed or delivered to the address equipment" that part of the water, gas, power, shown on the page on which their signature appears. light, heat, oil, gasoline, telephone service, or Actual receipt of notice or Claims, however accomplished, rental equipment used in the Construction shall be sufficient compliance as of the date received. Contract, architectural and engineering services required for performance of the work of the 14. When this Bond has been furnished to comply with a Contractor and the Contractor's subcontractors, statutory or other legal requirement in the location where and all other items for which a mechanic's lien may the construction was to be performed, any provision in be asserted in the jurisdiction where the labor, this Bond conflicting with said statutory or legal materials,or equipment were furnished. requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal 16.3 Construction Contract: The agreement between requirement shall be deemed incorporated herein. When the Owner and Contractor identified on the cover so furnished,the intent is that this Bond shall be construed page, including all Contract Documents and all as a statutory bond and not as a common law bond. changes made to the agreement and the Contract Documents. 15. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and 16.4 Owner Default: Failure of the Owner, which has Owner shall promptly furnish a copy of this Bond or shall not been remedied or waived, to pay the permit a copy to be made. Contractor as required under the Construction Contract or to perform and complete or comply 16. Definitions with the other material terms of the Construction Contract. 16.1 Claim: A written statement by the Claimant including at a minimum: 16.5 Contract Documents: All the documents that comprise the agreement between the Owner and 1. The name of the Claimant; Contractor. 2. The name of the person for whom the labor was done, or materials or equipment 17. If this Bond is issued for an agreement between a furnished; contractor and subcontractor, the term Contractor in this 3. A copy of the agreement or purchase order Bond shall be deemed to be Subcontractor and the term pursuant to which labor, materials, or Owner shall be deemed to be Contractor. equipment was furnished for use in the performance of the Construction Contract; 18.Modifications to this Bond are as follows: 4. A brief description of the labor, materials, or equipment furnished; 5. The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; 6. The total amount earned by the Claimant for labor, materials,or equipment furnished as of the date of the Claim; 7. The total amount of previous payments received by the Claimant;and EJCDC"C-615,Payment Bond Copyright©2013 National Society of Professional Engineers,American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 3 of 3 Travelers Casualty and Surety Company of America ate► Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"),and that the Companies do hereby make,constitute and appoint Bryan D.Hall,of Bozeman,Montana,their true and lawful Attorney-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 3rd day of February, 2017. 0y Aft 0KARMTroewmn VCONM)4 sm ®r �1 N� State of Connecticut By: City of Hartford ss. Robert L.Raney,Se or Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney,who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. o TEl My Commission expires the 30th day of June, 2021 TAq �,e���ps Marie C.Tetreault,Notary Public CS'F' This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer, any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or(b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is FURTHER RESOLVED,that the signature of each of the following officers: President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary,any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which remains in full force and effect. ut Dated this 104 day of 4ri 2018 ,. 9J*,TY ANp ., /f n� L9i C W HARTFC�EID, C'C CONN. Kevin E.Hughes,Assistant Secretary To verify the authenticity of this Power ofAttorney,please call us at 1-800-421-3880. Please refer to the above-named Attorney-in-Fact and the details of the bond to which the power is attached. SIMECON-01 MSTOPPEL CERTIFICATE OF LIABILITY INSURANCE DATE 04/18/2018Y) 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. I IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. It SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on I this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marci Stoppel,CISR NAME: irst West,Inc. PHONE FAX, -9162(A/C, Ext;(406)922-6030 (A/C No):(406)587 Bozeman,MT 59771 E-MAIL mstoppel@1stwestinsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Insurance Company 10677 I INSURED INSURER B:Illinois Union Insurance Company 27960 Sime Construction,Inc. INSURER C: 190 Ramshorn Trl INSURER D: Bozeman,MT 59718 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 I 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD M/DD MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR EPP 0295414 12/31/2017 12/31/2020 DAMAGE TO RENTED 500,000 X PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�PE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident $ X ANY AUTO X EBA 0295414 12/31/2017 12/31/2018 BODILY INJURY Perperson) $ OWNED SCHEDULED ( AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPER DAMAGE MAGE $ ' I AUTOS ONLY AUTOS ONLY $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE X EPP 0295414 12/31/2017 12/31/2020 AGGREGATE $ 5,000,000 DIED I X RETENTION$ O WOKERI COMPENSATION VET AND EMPLO ERS'LIABILITY YIN STATUTE EORH ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Leased/Rented EPP 0295414 12/31/2017 12/31/2020 Limit 1,500,000 I B Pollution/Profession GOOG27376376002 02/28/2017 02/28/2019 Per Act/Poll Condit 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) (Pollution/Professional Liability Policy Aggregate is$2,000,000 ?mployers Liability Limits are$1,000,0001$1,000,0001$1,000,000 Ze:Baxter Lane Improvements Project :ertificate holder and Engineer are additional insured for General Liability,auto liability,and umbrella liability provided requirement is part of a written agreement currently in effect,per conditions and limitations of policy forms GA233MT 05-10,AA4171 11-05,and US101 UM 12-04 available upon request. (SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Bozeman,Montana THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y ACCORDANCE WITH THE POLICY PROVISIONS. i PO Box 1230 Bozeman,MT 59771-1230 AUTHORIZED REPRESENTATIVE I ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID:SIMECON-01 MSTOPPEL LOC#: 1 Af�,,,,,,i Q ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED ��irst West, Inc. Sime Construction,Inc. 190 Ramshorn Trl i POLICY NUMBER Bozeman,MT 69718 ,EE PAGE 1 :ARRIER NAIC CODE SEE PAGE 1 SEE P 1 EFFECTIVE DATE:SEE PAGE 1 ADDITIONAL REMARKS f HIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, i=ORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Description of Operations/Locations/Vehicles: Primary and noncontributory language applies where required by a written contract or agreement per the conditions and limitations i of general liability form GA233 0510 available upon request. I 45 day notice of cancellation per form IA4087. I • I i I ` I ` I . I .. I i I I I , I , I • i , I I i I ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MONTCON-09 JMCMILLAN ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY) 04/18/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS I 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 I REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions ofthe 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). PRODUCER C N ACT IBillings Office PHONE FAX ?ayyneWest Insurance,Inc. (A/C,No,Ext):(406)238-1900 (A/C,No):(406)245-9887 I P,O. Box 30638 E-MAIL Billings,MT 59107-0638 ADD ESS INSURERS AFFORDING COVERAGE NAICY I INSURER A:Safety National Casualty Corp I INSURED INSURER B_: Sime Construction,Inc. INSURER C A Member of the MCCF 190 Ramshorn Drive INSURER D: Bozeman,MT 59718 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. iNSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS T COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED E SES E c nce MED EXP An one arson $ PERSONAL 8 ADV INJURY I GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY ECOT- LOC PRODUCTS-COMP/OP AGG S OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident _ I -- UMBRELLALIAB OCCUR EACH OCCURRENCE_F] l EXCESS LIAB CLAIMS-MADE AGGREGATE I DIED RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/NLITE E ANY PROPRIETORIPARTNER/EXECUTIVE [_--] E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? u N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOY $ If yes,describe under —— DESCRIPTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT A Workers Compensation SP4054451 01/01/2018 01/01/2019 Coverage A Statutory I DESCRIPTION Or OPERATIONS/LOCATIONS/VEHICLES (AC0RD 101,Additional Remarks Schedule,may be attached if more space is required) Subject to the terms and conditions of the policy as issued by the Insurance Company.SIR for Work Comp$1,000,000 per occurrence.Covers Montana State (Resident Employees.All claims are administered by the Montana Contractor Compensation Fund(MCCF). I I I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I City of Bozeman THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1230 I Bozeman,MT 59771 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SIMECON-01 MSTOPPEL ,4coRn° CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `..../ 04/17/2018 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 ` I BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on I this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Marci Stoppel, CISR NAME: First West,Inc. PHONE P.O.Box 1800 (A/C,No,Ext):(406)922-6030 P.O. No):(406)587-9162 Bozeman,MT 59771 a DRIESS:mstoppel@lstwestinsurance.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Insurance Company 10677 INSURED INSURER B: ` I City of Bozeman,Montana INSURER C: PO Box 1230 INSURER D: Bozeman,MT 59771 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. INSR ADDL SUBR POLICY EFF POLICY EXP LT TYPE OF INSURANCE p p POLICY NUMBER p LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR CAP 5077412 04/16/2018 04/16/2019 DAMAGE TO RENTED PREMISES Ea occurrence $ X Owner's&Contractor MED EXP(Anyoneperson) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,�0�,�00 POLICY jE O LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-0�/NED PeOa�Rde(DAMAGE $ AUTOS ONLY AUTOS ONLY : I $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ t' EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I IER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ I (Mend Rory in NE)EXCLUDED? N/A E.L.DISEASE-EA EMPLOYEE($ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) I 1 I I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Sime Construction Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 190 Ramshorn Dr I Bozeman,MT 59718 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MSTOPPEL �1 C�✓RD DATE(MM/DD/YYYY) �- EVIDENCE OF PROPERTY INSURANCE 4/17/2018 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. - -. PHONE i AGENCY (A/C,No,Ext):(406)587-5111 COMPANY First West,Inc. Cincinnati Insurance Company P.O.Box 1800 PO Box 145496 Bozeman,MT 59771 Cincinnati,OH 45250-5496 I I -- a( C,NaI:(406)587-9162 ADpRIEss,frontdesk@lstwestinsurance.com i CODE:25006 SUB CODE:AGECY CUSTOMER ID#:SIMECON-01 INSURED Sime Construction,Inc. LOAN NUMBER POLICY NUMBER 190 Ramshorn Trl CAP 6077408 Bozeman,MT 59718 — - EFFECTIVE DATE EXPIRATION DATE 4/16/2018 4/16/2019 CONTINUED UNTIL TERMNATED IF CHECKED THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESCRIPTION Baxter Lane Improvements Project from North 19th Avenue to North 7th Avenue i Bozeman, MT I . i 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 EVIDENCE OF PROPERTY INSURANCE 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. COVERAGE INFORMATION PERILS INSURED I I BASIC BROAD X SPECIAL COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Limit at Location $2,409,992 $5,000 Earthquake Limit $2,409,992 5% I Flood Limit $2,409,992 $50,000 i , I ., I REMARKS(including Special Conditions) I I CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS X ADDITIONAL INSURED LENDER'S LOSS PAYABLE LOSS PAYEE MORTGAGEE I LOAN# AUTHORIZED REPRESENTATIVE City of Bozeman,Montana PO Box 1230 Bozeman MT 59771-1230 ACORD 27(2016/03) ©1993-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BIDDING DOCUMENTS BID PROPOSAL BAXTER LANE IMPROVEMENTS PROJECT FROM NORTH 19TH AVENUE TO NORTH 7TH AVENUE CITY OF BOZEMAN ALL BIDDERS MUST CONTACT ROBERT PECCIA & ASSOCIATES OFFICE AT THE ADDRESS STIPULATED IN THE INVITATION TO BID TO OBTAIN THE "OFFICIAL" CONTRACT DOCUMENTS BOOKLET AND TO GET THEIR NAME ADDED TO THE PLANHOLDERS LIST. The undersigned Bidder, having familiarized themselves with the conditions of the work and the contract documents, the site where the work is to be performed, local labor conditions and all laws, regulations, municipal ordinances, and other factors which may affect the performance of the Work, and having satisfied themselves of the expense and difficulties attending performance of the work: Hereby proposes and agrees, if this Bid is accepted, to enter into an Agreement with the City of Bozeman in the form included in the Contract Documents, to perform and furnish all Work as specified or indicated in the Contract Documents including labor, materials, equipment and services necessary to complete all general construction work, for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents including all Addenda, for a project entitled Baxter Lane Improvements Project From North 1911 Avenue to North 71''Avenue. The undersigned Bidder hereby agrees to commence work under this contract on the date to be specified in a written Notice to Proceed from the Owner and to fully complete the project within the following specified times thereafter as stipulated in the Specifications. Time is of the essence in completing this project. Bidder further agrees to pay liquidated damages for each consecutive day work continues past the contract time. Liquidated damages will be the sum as specified in the Special Provisions plus reimbursement for engineering services per consecutive calendar day the work continues past the contract time. The work shall be completed within the allotted contract times as specified in the Special Provisions. The undersigned Bidder hereby certifies that: 1) this Bid is genuine and is not made in the interest of, or in the behalf of, any undisclosed person, firm, or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; 2) the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham Bid; 3) the Bidder f has not solicited or induced any person, firm or corporation to refrain from bidding; and 4) the Bidder has not sought by collusion to obtain for himself any advantage over any other Bidder or over the f Owner. The undersigned Bidder agrees to complete the Work in accordance with the Contract Documents for the following prices: f_ BID PROPOSAL ,,. Page I of 6 w p .w BID PROP08AL BAXTER LANE INTPROVEMENTS PROJECT FROM NORTH 19TH AW.TO NORTH' Ti A�tT., Item Estimated Unit Description Unit Price Total Price No,. Quantity L 1 LS Mobilization,Bonding,and Submittals (May not exceed 5%of $ 1601 s>66 `' `fatal Base Bid) Staking& 2;; 1 LS Construction Surveying, g Testing $ € $ 3. 1 LS Traffic Control 4. 1 LS Erosion Control&Permits 5: 1 LS Dewatering r $ ` 6. 2,4Z5 LF Remove Fence; '7. 2,000 CY Topsoil-Strip,Salvage,,&Reuse g 960 CY Topsoil-Impotted x y, 364 LF Remove Pipe 10. 1 EA Remove Median Inlet 11. 31'7 LF 12"PVC A 2000 Storm Pipe I $ _ 12: 31 LF 15"PVC A-2000 Storm Pipe try NO $ $ } 13. 74.5 LI+� 24"PVC A<2000 Storm Pipe $ 131D PROPOSAL ti.. Page 2 of 6 ' ,d yy"� k ' BU)PROPOSAL BAXTER LANE IMPROVEMENTS PROJrEC I FROM I�TfJ RTH 19ri- AVE»TO NORTH 7TH AVE. Item Estimated. Unit Description Unit Price Total Price No, Quantity 14. 484.5 LF 30"PVC A-2000 Storm Pipe 15, 46.5 LF 15"RCP Class 5 Pipe 16. 76 LF 18"RCP Class 3 Pipe $ q 17. 173 LF 24"Equivalent RCPA Class 3 Pipe 1& 410.8 LF 30"Equivalent RCPA,Class 3 Pipe 19. 140 LF 48"Equivalent RCPA Class 3 Pipe o d $ Slob� 20. , 24 LF 60"Equivalent CMPA Pipe $ 21. 188 LF 12"CSP Slotted Drain System _ $ Soo 221:_ 1 EA 48" Combination Manhole/Inlet 23_ 5 EA 60" Combination Manhole/Inlet 24 1 EA 84" Combination Manhole/Inlet $ 25. 1 EA 96" Combination Manhole/Inlet 26. 1 EA 96" Combination Manhole/Double Inlet $ $_ra 27, 1 EA 48"Manhole 1� 50 BJD PROPOSAL Page 3 of 6 V BID PROPOSAL BARTER LANE IMPROVEMENTS PROJECT FROM NORTH 19TIl AVE.TO NORTH 7Tu AVE.. Item: Estimated Unit Description Unit Price Total Price No, Quantity 28. 1.2 EA Square Storm Drain Inlet $ ,7 ' F � 29. 3,004 LF 4"Edge Drain(with Geotextile) $ �c 30. 279 LF 4"Edge Drain Outfall 31. 5 EA Adjust Manhole ` 0 `- 32. 6 EA Modify Manhole 33. 4 EA Adjust Water Valve 366 �6 lb 34. 64 SF Insulationob ' 10 a 3 233 SY Cold Mill 1 _ $ 39 36. 15,210 CY Street Excavation(Above Subgrade) 37. 1,700 CY Subexeavation&Replacement oa; Below Subgrade(Imported $ 2t5 Materials) 8: 17,300 SY Separation Geotextile $ $ w` 39: 5,000 SY Geosynthetic $ 40. 7,955 CY Sub-Base Course(3"Minus) $ 0 AINO 41. 4,285 CY Crashed Base Course(1.5"Minus) 00 BID PROPOSAL Page 4 of 6 BID PROPOSAL BAITER LANE IMPROVEMENTS PROJECT FROM NORTH 19"AVE.TO NORTH 7T11 AVE. 42. 3073 TOIL Asphalt Pavement PG 58-28 $ -1 $ .� 43. 135743 SY Asphalt Seal and.Chip Coat $ $ 44, 23365 SY Concrete Sidewalk 6"Thick(with 3 thick gravel base) _ $ $ I � 45. 315 SY Detectable Warning Panels $ 'Q $ ! , 0 x: 46. 5 395 LF Concrete Curb&Cutter ' 1 $ 61 � c� 47. 222 LF Concrete Median.Curb $ o $ � 48. 70 SY; Concrete Median Cap $ 49. 1 LS Electrical Il o� $ 316,ovo $ eft; Doo �. 50. 1 LS Signing $ 1 $ IF 51 1 LS Pavement Markings 52. I LS Temporary Pavement Markings 070 53. 875 LF Fence $ $ 54. I LS Seeding,Fertilizer&Compost 66 l ' 55: 5 Erb. Adjust Sprinkler System $ $ m` Clog, PROJECT BID PRICE: t� ,v , I E b A S to f t J X.IAIE kv. , v,r+Jt a s.c 61 (Total Project Bid Price-Written in Words) 10,000. Contractor's total BID PROPOSAL Project Enid however is Page 5 of 6 correct 4-1 131D PROPOSAL (cone.) The foregoing unit bid prices shall include all labor,materials, equipment, overhead,profit, insurance, and all incidentals required to cover the finished work of the several kinds called for. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any informalities.in the bidding. The Bidder agrees that this Bid shall be good and may not be withdrawn for a period of sixty(60) calendar days after the scheduled opening time. Bidder hereby aclmowledges receipt of the following Addenda;which Have been considered in preparation of this Bid: Addendum No. 1. Dated. � r Addendum No. Dated 1LP Addendum No. Dated i t The undersigned Bidder acknowledges:that this information;which was developed by the Eigmeer, s for design purposes only. The Contractor shall be solely responsible for information required to bid the-, project, By signing this Proposal,the Contractor acknowledges that he has adequate information independently verified by the Contractor,to prepare and offer this bid. Submitted this =� day of 2018,. Firi11 Name:— �`%��� f 'r a ram.. By. (SI AT E OF BIDDER) Title; Zt Business Address: diem� � r� 70- .Montana Contractor's Registration No.�J,,� phone No,: az Bid Security Attached: Yes BID PROPOSAL Page 6of6 PENAL SUM FORM BID BOND Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. BIDDER (Name and Address): Sime Construction, Inc. 190 Ramshorn Drive Bozeman, MT 59718 SURETY(Name; and Address of Principal Place of Business): Travelers Casualty and Surety Company of America One Tower Square- Hartford;CT 06183 OWNER (Name and Address): rvlOntana �INC,, City of Bozeman, Montana PO Box 1230 Bozeman, Montana 59771-1230 � 8 Montana BID Bid Due Date: March 13,201$ Description (Project Name—Include Location): Baxter Lane Improvements Project From North 19th Avenue to North 7th Avenue BOND Bozeman, Montana Bond Number:748825° Date: March 9,2018 Penal.sum Ten Percent of the Total Amount of the Bid ` 10%of Amount Bid' (Words) (Figures) Surety and Bidder, intending to be legally bound hereby,subject to the terms set'forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. BIDDER SURETY Sime Construction Inc, (Seal)Travelers Casualty and Surety Company of America(Seal}, Bidder's Nam { Crp rate Seal Surety's Name and Corporate Seal y r By, Signat re Signature (Attach Power of Attorney) Bryan D. Hall Print Name Print Name' Attorney-In-tact" Title Title Attest: `" Attest; �1;fy I Signature Signature Marci Stoppel Title Title Surety Account Manager Note:Addresses are to be used for giving any required notice, Provide execution by any additional parties, such as jointt venturers, if necessary. EfCDC"'C-430}Bid Bond(Penal Sum Form),Published 2011 Prepared by the Engineers Joint Contract Documents Committee, Page 1 of 2 h- — � �� 1. Bidder and Surety,jointly and severalty, bind themselves, their herrs�executors, admrnrstator , c scsr?� assigns to pay to Owner°upon default--of Bidder the penal sum set forth on the face of this Bond ragmen cif i iae penal sum is the extent of Bidder s,ai d surety's liability, Recovery of such penal sum under the terms oftiii's Rori`d' shall be owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner)the executed Agreerrrent iequired by the Bidding Documents and any performance and payment bonds required by the Bidding Documents. 3,. This obligation shall be null and void if 3;1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents,or 3.2 All bids aro'rejected by Owner,or 3.3 Owner fails to issue a Notice of Award to Bid"der within the time specified in the Bidding Documents(or any b by Surety when required. extension thereof agreed to in writing .y Bidder and,.if applicable,.consented to by Paragraph 5 homof): 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice.of default from Owner, which notice will be given with reasonable promptness,identifying this Bond and the Project and inciuding;a statement of the amount due. 5, Surety waives notice of any and all defenses based on or arising out of any tiine extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including' extensions shall not in the aggregate exceed INdays from the Bid due date without Surety's written consent. 6. No suit or action shall be cornmenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and ;in no case later that) one year after the Bid due date.. 7. Any suit or action under this Bond shall be commenced only in'a court of competent jurisdiction located in the state in which the Project is located, 8: Notices required hereunder shall be:in writing and sent to Bidder and Surety at their respective addresses shown ersonai delivery; commercial courier, or by United States on the face of this Bond. Such notices i iay be sent P and shall be deemed to be effective upon i Reg istered or Certified Mail, return resetp t requested; postage pre-paid, receipt by the.party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute,seal, and deliver such. Bond and bind the Surety thereby. 10, This Bond is intended to conform to all applicable statutory requirements, Any applicable requirement of any lid shall be deemed.to be included herein as if set to sl at applicable statute that has been omitted from this Bo length. if any provision of this Bond conflicts with any applicable.statute, then the provision of said stafiute shalt K govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect; 11, The term "Bid" as used`herein includes a Bid, offer;or proposal as applicable, tiCDCO C-430;Bid Bond(Penal$urn form).Publishes!2013. Prepared by the Engineers joint contract Documents committee. 0 age 2 of 2 — 11{)NAIER f}F ATTORNEY St.Paul Mercury Insurance;Company � ' I armlr�„ton Casuaty Company T)ravelers Casualty and Surety Company "Zip3+rr�etrty and Guaranty Insurance Company t - id tit and Guaranty last', Ulidenvriter,s,Ine. 71 a�clers Casualty and Surety Company of America ' $t.Paul-Fire and Marine Insurance Company United States Fidelity and Guaranty Company St,Paul Guardian Insurance Couapany Certificate No. 00705181 Attorney4n Fact No. 2.29471 n p{[jpW ALL MIEN I3X TIITSk PRt 53sVIS:'That Fartttington Casualty Company,St.Paul Fire and hRarine.lustnance Ci�inptmy,St:Paul Guardian Insurance: a Company,St.Paul n9eratry Insurance Corupany,Travelets Casualty anti surety Company,Traveler Casualty and;Surety Company of Atnerica,and United States i Fidelity and Guartnaty Company are corporations duly organized under the laws of the state of Connecticut,that Fidelity and Gu:u,auty Insurance Company is a r corporation duly organized under the laws of the.State of Iowa,and.that Fidelity and Guaranty Insurance Underwriters-,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint ; Richard B.Derning,Julie A.Bennett,Tyler P.Delaney,lllebCicith L:L?uneman;Mark Collins,Bryan D.Mall,and Marc!Stoppel a of the City.of Bozeman State,of Montana their true and lawful Attorneys)-in-Fact, a ' each in their separate capacity if more than one is named above,to sigh,execute,seal and acknowledge any'and all bonds,recogtiizances,conditional undertakings and f other writings obligatory itr:the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contractsand executing or gutuaurteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law: li*J WITNESS WHERE OF,the Companies Katie caused this insh-ument,to be signed and their corporate seats'to be hereto affixed,this 22nd t i day of November2t)l6. Farmington Casualty Company St.Paul Mercury Insurance Comnan} Fidelity and Guarantynsurauee'Company Travelers Casualty and Surety Company 1 Fidelity and Guaranty Insurance Uuderttiz Casualty hic. Travelers and Surety Company of America St.Paul Fire and itRarine Insurance Company United Slates Fidelity and Gr aranfy Ctrmpany St.Paul Guardian Insurance Company '[t n F5U V AL'`r r\`�"ik P 5Nry4 PSY T.hp -. �t1�3�M1/ tyYP,t� a3' "5{a o o °�, RCfdiRHA1fQ °3.3" /„ ° .....Ei??s tWirt�riG, Q1V,sltr8a�,'S` 189s e qs s a y o �77 j cart. 0 3 caws N > �;rJ'I - ''SF AI+t. §�a S ;7.L:a > ° .....>"i' yr Nat � f *s?•� q� <,r... '8$'1 ''�v, . , :rim F a> - � � .�� State of Connecticut By: ' City o£Ilartforcl ss. Robert L.Raney,Senior\'icti�ent t � xl p' 22nd. November 2016 before ate personally a pared Robeu L.Rancy,who aeknolvled�e l himself to. On this ilae _day of —, 1, pl be the Senior Vice President of liarriaington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Ina,,st.Paul I ire and.Ivlariiae Jnsurance.Cont)tmv,,St.haul tyu:ardian Iusiirattce Company,St.Panl Mercury Insurance Company,Travelers Casualty and Surety Company Trave7ers. 1 Casualty and Surety Company ofAnierica,and United,St, s Fidelity and Guaranty Coriipany,and that he,its such,being authorized se to do,executed the foregoing instrument for the purposes therein contahned by signing on behalf of the corporations by himself as,a duly authorized.officer. C,.,fi er, In Witness Nyhereof't hereunto set nay hand and official sea]. � � �ricG.Tiraanit,NotaryPublic ii i4y Commission expires the 30th day of June,2021. ltFa a 58440.5-16 Printed in U.S.A. WARNING THIS POWER OFATTORNEY IS INVALID WITHOUT THE RED BORDER _, _ ............................. ..... 11 i -1 t I1 +t1' FORM me [name of entity submitting) 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, if a contract is awarded to it and also recognizes the eventual contract, if awarded, will contain a provision prohibiting discrimination as described above and that this prohibition shall apply to the hiring and treatment of the rJ,%I, .Ta r—[name of entity submitting] employees and to all subcontracts it enters into in performance of the agreement with the city of Bozeman. �Signature of Bidder ��, � y � Person authorized to sign on behalf of bidder. i O h,, r_ 3 } jS+� k 3, i 2 BIDDING INFORMATION ADDENDUM NO. 1 Baxter Lane Improvements Project from 7"to 19`h Avenue Bozeman,Montana Date of Addendum: March 5,2018 Bid Opening Date: March 13, 2018 at 2:00 p.m. This addendum modifies the Contract Documents and Construction Drawings for the Baxter Lane Improvements Project from 7th to 19''Avenue in Bozeman,Montana, as set forth herein: 1. BID PROPOSAL: Bid item #43. Asphalt Seal and Chip Coat includes 3/8" aggregate (meeting Table II under MPWSS Section 02504) and CRS-2P oil(meeting MPWSS Section 02502) at the application rates shown on Sheet C-3 of the Construction Drawings. The quantity and square yard unit of measurement and payment remains unchanged. 2. SPECIAL PROVISIONS: Add Special Provision #65 CONTRACT PERFORMANCE. Perform at least 40% of the original contract cost with the Contractor's organization. Where an entire item is subcontracted, the percentage of the work subcontracted is based on the original contract item unit price. When a portion of an item is subcontracted, the percentage of the work subcontracted will be based on either the subcontract item unit price or on an estimated percentage of the contract unit price. An item will not be considered partially subcontracted unless the prime contractor performs a portion of the work (equipment, materials or labor). If the same item is subcontracted at multiple levels, the cost is only accounted for at the first level. END OF ADDENDUM NO. 1 Issued By: ROBERT PECCIA&ASSOCIATES 3810 Valley Commons Drive Suite 4,Bozeman,Montana 59718 1A E AN4 l 'VE1,P11ER r aE Staci Venner,P.E.,Project Manager � s VCENS Office: (406)-284-2665 � BAXTER LANE FROM 7TH TO 19TH AVE.-ADDENDUM NO. 1 PAGE 1 ADDENDUM NO. 2 Baxter Lane Improvements Project from 7"to 19"Avenue Bozeman,Montana Date of Addendum: March 6,2018 Bid Opening Date: March 13,2018 at 2:00 p.m. This addendum modifies the Contract Documents and Construction Drawings for the Baxter Lane Improvements Project from 7`h to 190'Avenue in Bozeman,Montana,as set forth herein: 1. CONSTRUCTION DRAWINGS: PAVEMENT MARKING PLANS, GENERAL. Add note: Thermoplastic to be extruded inlaid. ELECTRICAL PLANS, GENERAL. Only three wires are used in this project and shall be colored according to Special Provision#58.3.7 in the Contract Documents. The required wire colors include black,red, and green for the ground. END OF ADDENDUM NO.2 Issued By: ROBERT PECCIA&ASSOCIATES 3810 Valley Commons Drive Suite 4,Bozeman,Montana 59718 jSTACI FAE I VENNER I PE Staci Venner,P.E.,Project Manager r� Hs aa` Office: (406)-284-2665 SvNAt BAXTER LANE FROM 7TH TO 19TH AVE.—ADDENDUM NO.2 PAGE ADDENDUM NO.3 Baxter Lane Improvements Project from 7"to 19`b Avenue Bozeman,Montana Date of Addendum: March 12,2018 Bid Opening Date: March 13, 2018 at 2:00 p.m. This addendum modifies the Contract Documents and Construction Drawings for the Baxter Lane Improvements Project from 7 h to 19t`Avenue in Bozeman,Montana, as set forth herein: 1. SPECIAL PROVISIONS: #63 JOB TRAILER. Delete. 2. CONSTRUCTION DRAWINGS: Sheets C-5,C-6,C-7&C-38: Delete prime coat. Sheet C-38: Hydrated lime is only required if incorporating recycled glass into the hot mix per City of Bozeman MPWSS Modification 02510 2.2 J. Sheet C-38: Seal and chip coat clarification: 3/8" Seal Coat Aggregate gradation per Table II of MPWSS Section 02504. END OF ADDENDUM NO.3 Issued By: ROBERT PECCIA&ASSOCIATES 3810 Valley Commons Drive Suite 4,Bozeman,Montana 59718 t �a 4ATA f C4 INNER Staci Venner,P.E.,Project Manager �� d,11 11,,/ X e, Office: (406)-284-2665 o� � 1 BAXTER LANE FROM 7TH TO 19TH AVE.—ADDENDUM NO.3 PAGE PREBID CONFERENCE MEETING MINUTES Project: Baxter Lane from 71h to 19'h Date: February 281h, 2018 Time: 9:00 am Location: 20 East Olive Street Bozeman Montana Engineer Representative: Staci Venner- RPA Owner Representative: Bob Murray- City of Bozeman 1. Attendees: See Sign-In Sheet 2. Instruction to Bidders Review(white) • Bid Opening March 13th, 2 pm at City Hall • Purchase Contract Documents book for$50.00&submit the bound book • Include: bid proposal in spec book, bid security, non-discrimination form 3. Contract Time • 150 calendar days (SC#9 &SP#5) • Liquidated Damages-$500 per calendar day+ Engineering Expenses (SC#10&SP#5) 4. Project Overview • MDT&City: o MDT Urban route-coordination with Kyle Demars, MDT Bozeman Maintenance Chief 406-556-4704 o MDT signal at Baxter& 19th o Adhere to MDT Encroachment Permit& Environmental Checklist o Use of MDT, MPWSS & City of Bozeman MPWSS Mods for drawings & specifications (fence,ADA,traffic control, Baxter& 19th signal) o MDT 2014 Spec book&Supplemental Specs: htt : www.indt.mt. ov business contractin standard s ecs.shtml o MDT Detailed Drawings (fence &ADA): http://www.mdt.mt.gov/business/contracting/detailed drawings.shtml o City of Bozeman MPWSS Mods bound in Contract Document book • Right of Way: o Acquisition complete as shown on plans o KU working on Embassy Suites site design (parcel 16) o Coordinate staging/stockpile areas with City, MDT, or landowner • Geotech o See Appendix B for report& log of borings o Project specific geotextile/geosynthetics o High groundwater(4'depth in Oct. 2015) o Poor subgrade expected—significant dig-outs/subexcavation (SP#51) • Utilities (SP#13) o Northwestern Energy will pothole at gas and storm crossings in March o Gas to remain in place o Relocation of Opticom, Zayo and Centurylink not complete — possible conflicts with storm drain, roadside ditch, and at culverts (see special provisions for FAHighways\14509.000_Baxter_2\CONSTRUCTIOML.Bid Phase\5.Pre Bid Conference\14509.002 PREBID_MEETING MINUTES.docx project contacts) • Permits in place 0 404 Individual permit for wetlands, impacts shown on plans, expires May 2019. Significant wetland impacts of 1 acre 0 124 Stream Protection Act permit for Mandeville Creek, expires May 2018, RPA is obtaining an extension o See Appendix C & D for additional permit conditions & requirements, including DEQ 401 Water Quality Certification requirements o KU permitting wetlands extending outside R/W limits 406-582-6222 • Drainage o Critical storm drain crossing with gas, 1' clear., Northwestern to verify o New edge drain system per MDT o Pipe extension at Mandeville Creek — install in low flow conditions per 124 permit o Pipe replacement at Farmers Canal - Coordinate with Bill Tatarka of Farmer's 406-581-5359. Install outside irrigation season or maintain flows,Farmer's Canal impacts under 404 Permit • Lighting(SP#58) o Northwestern Energy application for electrical services complete o Services not installed yet, coordinate with Cammy Dooley 406-582-4680 o Meet MDT standards for signal work o Meet City of Bozeman LED Lighting standards for street lighting • A.D.A. o Sidewalk, ramps & pedestrian signals per MDT — must meet plan details approved by MDT o Temporary ADA facilities (SP#46) • Traffic Control (SP#15) o Approval per MDT(20 day MDT review for each submittal) and City of Bozeman o No closures on 19th or 7th o May close Baxter sections if access is provided to businesses & emergency vehicles • Quantities/Bid Items o C-38 to C-40 quantity summaries o Street excavation includes removals (asphalt, curb, sidewalk, trees, etc.) close to balancing but not all street exc can be used for embankment material,street exc bid includes additional borrow as necessary, no separate item for borrow o Dig outs expected, unknown quantities o Imported topsoil only if sufficient salvage isn't available on site, expect to have adequate on-site salvage due to wetland impacts &subexcavation 5. Contract Requirements • Insurance (SC#1,SP#24) • Permits and Fees Required: o Dewatering(SP#36) o NOI &SWPPP (including fees)are required by the Contractor(SP#17) o Other County,state, local and federal as required (SP#35 &SP#37) • Safety Requirements (SP#26*) • Contaminated Soils &Asbestos (SP#44/)—previous petroleum release at Grantree FAHighways\14509.000_Baxter_2\CONSTRUCTION\L.Bid Phase\5.Pre Bid Conference\14509.002 PREBID_MEETING MINUTES.doex Conoco from leaking underground storage tank,contaminated soils may be encountered. Asbestos provision per MDT, not likely to be encountered on this project but has been found nearby. • Culvert/Creek requirements (SP #18, #19, #53, #54, #57) — See also Appendix C&D for additional permit requirements • Testing(SP#31)—Owner's Testing Company- paid directly by Owner • 2 Year Warranty Period (SP#10) • Measurement& Payment section (SP#64) 6. Questions? • Chip seal—3/8" aggregate with CRS-2P oil at rate of 0.40 gal/sq.yard (paid per square yard) • Luminaires per MDT design requirements • Alternate pipe for 30"A-2000 OK if meets City MPWSS Mods. • 4000K luminaires, not 3000K • Mandeville Creek 124 permit expires in May, RPA and City will obtain a permit extension • Notice to proceed is typically 4 to 6 weeks after bid opening to process contract requirements 7. Addendum —An addendum will be issued next week to clarify the chips seal and require the general contractor of the project to perform a minimum of 40% of the contract work. i z i I r FAHighways\14509.000_Baxter_2\CONSTRUCTIOML.Bid Phase\5.Pre Bid Conference\14509.002 PREBID_MEETING MINUTES.docx �I ^CQ E Q) w ul s, w n LL UJ Z ui 0 :E LU 0 u) Z U) Z w w Q LLJ LL M 0 z w 0 .2 C z M w O w ¢ VI�4 a, C) \P 0- (L 0 E VI z w t*- r. E Z5, A R 00 < z ca cm 4A.1 LL w 0 LL SL Baxter Lane from 7"' to 19th PLAN HOLDERS LIST Bid Date:March 13,2018,2:00 pm Revised as of.3/12/18 The following have received or requested plans and specs: Robert Peccia and Associates AM Welles 3147 Saddle Drive 105 Sterling Road Helena,MT 59601 Norris,MT 59745 Ph:(406)447-5000 406-685-3372 Fax:(406)447-5036 ben o)amwelles.com alanna.amwelles.com Robert Peccia and Associates Staci Venner 3810 Valley Commons Drive,#4 SIME Construction Bozeman,MT 59718 190 Ramshorn Or. Ph:(406)284-2665 Bozeman,MT 59715 svenner atroa-hln.com 406-582-9841 jeff(a�simeconst.com City of Bozeman Bob Murray 20 East Olive Street Bozeman,MT Ph:(406)582-2280 BMurray(@BOZEMAN.NET Duneman Construction 8670 Trooper Trail Bozeman,MT 59715 (406)587-2005 dunemanconstruction()msn.com CMG Construction 602 South Ferguson#6 Bozeman,MT 59718 406-219-2288 philm a Ocmgconstruction.com j Pavlik Electric John Webster 0 PO Box 17107 Missoula,MT 59808 406-543-8783 johnw()gwestoffice.net Ira LeSage Knife River PO Box 9 Belgrade,MT 59714 406-924-5603 Ira.lesage ankniferiver.com I Ili Z:\Highways\14509.000_Baxter_2\CONSTRUCTION\L.Bid Phase\2.Planholder's List\14509.002 planlist.docx i I ;i SUMMARY OF BIDS RECEIVED ROBERT PECCIA & ASSOCIATES Project Name: Baxter Lane from 19th to 7th Ave. Date: March 13 2018 BoundB�d � 10%Brd Ackn SignedNon Bidder P%oposa�� BondRec'd`�` Addenda_' � Dzscxixia Base Bid 1.3`� dorm? AM Welles Inc. Yes Yes Yes Yes $2,696,993.80 CMG Construction Yes Yes Yes Yes $3,295,000.00 Knife River Yes Yes Yes Yes $2,745,545.25 Sime Construction Yes Yes Yes Yes $2,409,992.23 Engineer's Estimate - - - - $2,982,975.50 F:\Highways\14509.000_Baxter_2\CONSTRUCTION\L.Bid Phase\7.Bid Tabulations\14509.002 BID SUMMARY.DOC - e4m� � m " 3 N HNC N --- H H:...n N H N.n w.n Em° N .n�h HHHNN.�hN NNNH N"�nNNi7N �.. HHH H:..I N H s o uFi o nn oe °1� .1p.m a Yt kt au. t4'Z�JS a ommaim ��� q�z j oaoo�i m�000000000a��o°ooa000eoo��oo� �N3 �i R- C� e E Fm nao .n« .niN�NN mNmNoo coc om Xnoon MN h P N N N -- .nHNN H NN�Nh H � mN nNv�. oN66 .6666666 o~m a�.(og g 6 6 m og g 4 ngn al` _ N N N N.n V. H �h« N N N.n h N •n H h w n � �..,...n .n "' .n �.. .n an �%� E hN"�cN "'HHH - ( ! } ( F X i I I i { f E 1 i Y' - ! - E -f I � E 3 - - E - i t t j } t { E 3 E a t iE m i� tt E E E E I 6 � t9 ! ✓f �u t�:: E E« i a 8 f t a � f k° a •a�@ 4�f�f� n � vI I � t �� m I � i EEi 2. xE { Go yU I g �3E a EiE� t t �t 2 n4 It „f ( E C m F 3 1 a RO ERT PECCIA &ASSOCIATES May March 14, 2018 Robert Murray, P.E. City of Bozeman Engineering Department 20 East Olive Street Bozeman, MT 59715 Subject: Baxter Lane Improvements Project—from 7th to 19th Ave. Recommendation of Award for Construction Dear Mr. Murray, Bids for the Baxter Lane Improvements Project were received and opened on March 131h,2018. We have reviewed those bids, and are furnishing the accompanying Certified Bid Tabulations. We have also conducted an engineering check of the bids for conformance to the Contract Document requirements, including the following: • Mathematical verification of the bid amounts, extensions, and totals. Any mathematical errors are shown or noted on the Bid Tabulations. • Review of bid forms from the apparent low bidder for proper signature and acknowledgments. No irregularities were noted in the low bid. • Acknowledgement of receipt of all Addenda. • Low bidder included the Montana Contractor's license number and the required executed certifications in the Official Bid Proposal and a signed Non-Discrimination Affirmation Form. • Review of bid bond from the low bidder. Bid bond appears proper and duly executed. Based on our review of the Bidder's documentation and references checks, we recommend award of the construction contract for the Baxter Lane Improvements Project from 7th to 19th Avenue to the following Contractor, contingent on review and/or concurrence from the City Attorney: Sime Construction 190 Ramshorn Drive Bozeman, MT 59718 Phone: (406) 582-9841 Email: jeff@simeconst.com Montana Contractor's Registration #: 5354 Bid Amount: $2,409,992.23 Also enclosed is the Official Bid Proposal from the Contractor. Please feel free to contact me at(406) 580-4438 with any questions. y v 3gro. f-.n Sincerely, ROBERT PECCIA AND ASSOCIATES Staci Venner, P.E. Project Manager Enclosures F-.\Highways\14509.000_Baxter_2\CONSTRUCTION\L.Bid Phase\7.Bid Tabulations\14509.002 Recarunendation ofAward.docx - ----- _...... - -.._-- 2 Page BIDDING REQUIREMENTS BIDDER'S CHECKLIST Please utilize the following Bidder's Checklist before submitting your bid. _ 1) Original Bid Bond Enclosed? (Personal checks, business checks, and faxed copies are not acceptable.) _2) Bid Proposal: a._ Arithmetic Checked? b._ Unit Bid amounts agree with math calculations? c._ All Addenda acknowledged on proposal sheet and cover? d._ Signature portion filled out? e._ Bid Proposal sheets intact in Official Bid Proposal DO NOT REMOVE f._ Non-Discrimination Affirmation form completed and signed? 3) Bid Envelope: a._ Addressed properly? (See Proposal, Instructions to Bidders) b._ Contains the Construction Specifications and Contract Documents booklet? C._ Acknowledged Receipt of Addenda? d. Sealed? 4) Bid Submitted prior to required time at specified location? Leave all sheets intact in the Contract Documents booklet and return the complete Contract Documents booklet. (' ALL BID DOCUMENTS AND BONDS MUST BE ORIGINALS. V M 9 fS' 3 BIDDERS CHECKLIST ij Page 1 of 1 i h Ih CITY OF BOZEMAN,MONTANA CALL FOR BIDS NOTICE IS HEREBY GIVEN that the City of Bozeman, Montana, is accepting sealed bids for: Baxter Lane Improvements Project, From North 19th Avenue to North 7th Avenue Separate sealed Bids for Construction of City of Bozeman Baxter Lane Improvements Project from North 19th Avenue to North 7th Avenue will be received by the City Clerk at the office at City Hall, 121 North Rouse Avenue, P.O. Box 1230, Bozeman, Montana 59771- 1230 until 2:00 p.m. (local time) on March 13th, 2018 and then publicly opened and read aloud. Original copies must be submitted- no faxed or electronic bids will be accepted. The physical address is: City Cleric's Office, Suite 202, City Hall, 121 No. Rouse Avenue, Bozeman,Montana. The mailing address is: City Clerk's Office, Suite 202, City Hall, P.O. Box 1230, Bozeman, Montana 59771. The proposed work is Baxter Lane from North 19th Avenue to North 7th Avenue, and includes roadway reconstruction, street excavation, asphalt pavement, curb and gutter, sidewalk, storm drain, culvert extensions and replacement, utility adjustments, street lighting, signal retrofit at the Baxter and North 191h intersection, signing, pavement markings, topsoil, and seeding. The Contract Documents may be examined at the office of the City of Bozeman Engineering Department, 20 East Olive Street, Bozeman, Montana, (406) 582-2280. The Contract Documents may be examined and obtained at the offices of Robert Peccia and Associates, 3810 Valley Commons Drive#4, Bozeman, Montana (406) 284-2665 and 3147 Saddle Drive, Helena, Montana (406) 447-5000, in accordance with the Instructions To Bidders. Required deposit is $50.00 for the Construction Specifications and Contract Documents booklet, which is non- refundable. Digital project documents are available at Robert Peccia & Associates web site (www.rpa- hln.com). Click on the link titled "Current Projects Bidding". You may download and print the Contract Documents at no charge, however, all Contractors that intend to offer a bid for this project must obtain and submit the official Construction Specifications and Contract Documents booklet for the non-refundable deposit of$50.00. A printed set of Construction Drawings may also be obtained for a non-refundable deposit of $250.00, if the Contractor chooses not to download and print their own set of Construction Drawings. There will be a Pre-Bid Conference at the office of the City of Bozeman Engineering Department, 20 East Olive Street, Bozeman, Montana at 9:00 a.m. on February 2811, 2018. Interested CONTRACTORS are encouraged to attend. INVITATION TO BID Page I of 2 CONTRACTOR and any of the CONTRACTOR'S subcontractors bidding or doing work on this project will be required to be registered with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the DLI, PO Box 8011, 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be obtained by calling (406) 444- 7734. CONTRACTOR is not required to have registered with the DLI prior to bidding on this project, but must have registered prior to execution of the Construction Agreement. All laborers and mechanics employed by CONTRACTOR or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of Gallatin County and the state of Montana. 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. 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 certificates of that insurance shall be provided. No Bid may be withdrawn after the scheduled time for the public opening of bids. The City of Bozeman reserves the right to reject any or all proposals received, to waive informalities to postpone the award of the contract for a period not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid which is in the best interest of the City of Bozeman. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana,this 18th day of February,2018. Robin Crough, CMC Bozeman City Clerk Published Legal Ad,Bozeman,Montana Sunday,February 181h, 2018 Sunday,March 01, 2018 INVITATION TO BID Page 2 of 2 INSTRUCTIONS TO BIDDERS 1. BIDS A. The Bidder shall submit their proposal on the forms bound in these Contract Documents and shall be subject to all the requirements of the Contract Documents including the Drawings and these Instructions to Bidders. Neither the proposal nor any other pages bound herein or attached hereto shall be detached. All bids must be regular in every respect and no interlineations, alterations, or special conditions shall be made or included in the Bid Proposal by the Bidder. B. Complete sets of bidding documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from downloading,printing and using incomplete sets of Contract Documents. C. Each Bid Proposal shall include the following Bid Documents: (1) Bid Proposal, and (2) Bid Security, and (3) completed and signed Non-Discrimination Affirmation form, all of which are included in this bound volume of Contract Documents. Proposals that do not contain a signed Affirmation form will not be read. D. Submit one copy of the complete bound Contract Documents booklet in an opaque sealed envelope. DO NOT REMOVE THE PROPOSAL NOR ANY OTHER PAGES FROM THE BOUND CONTRACT DOCUMENTS. Bid Proposal shall be enclosed in an envelope which shall be sealed and clearly addressed as follows: Addressed to: City of Bozeman Clerk of Commission 121 North Rouse Avenue P.O. Box 1230 Bozeman,Montana 59771 Mark lower left-hand corner of the envelope as follows: Project Name: Baxter Lane Improvements Project From North 191''Avenue to North 711 Avenue Bid Date\Time: Contractor Name: Montana Certificate of Contractor Registration Number: Acknowledge Receipt of Addendum No(s): E. Bids will be written in ink and/or typewritten on bid forms furnished herewith. The blank spaces on the forms must be filled in correctly for each item, and the bidder must state the price (written both in words and numerals) for which he proposes to do each item of work contemplated. All Bid Proposals must be totaled and, in the case of errors or discrepancies,the item prices written in words shall govern. INSTRUCTIONS TO BIDDERS Page 1 of 13 F. The proposal must acknowledge receipt of all addenda issued. G. Erasures or corrections must be initialed by the Bidder in ink. 2. BID SECURITY The Bid must be accompanied by a Bid Security which shall not be less than 10 percent(10%) of the amount of the bid. At the option of the Bidder, the security may be in the form of a cashier's check, certified check, bank money order, or bank draft drawn and issued by a national banking association located in the State of Montana or by any banking corporation incorporated under the laws of the State of Montana or Bid Bond (EJCDC C-430) executed by a surety corporation authorized to do business in the State of Montana. No bid will be considered unless it is accom- panied by the required guaranty. Cashier's checks, certified checks, bank money orders, or bank drafts must be made payable to the City of Bozeman. The Bid Security shall insure the execution of the Agreement and the furnishing of the surety bond or bonds by the successful Bidder, all as required by the Contract Documents. Should the Bidder fail to furnish the properly executed Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and signed Agreement within the time specified, he/she shall forfeit this Bid Security to the Owner. The Bid Security (negotiable instruments other than bonds) will be returned to unsuccessful Bidders when the successful Bidder has signed the Agreement and furnished satisfactory Performance and Labor and Material Payment Bonds. At the option of the Owner, bid security with bids that are not competitive may be returned prior to signature of the Agreement. Revised Bids submitted before the opening of bids,if representing an increase in the original bid, must have the Bid Security adjusted accordingly; otherwise,the bid will not be accepted. If the Bidder elects to furnish a Bid Bond, the Bidder shall use the Bid Bond form (EJCDC C- 430)bound herewith. 3. SIGNING OF BIDS Bids which are not signed by individuals making them shall have attached thereto a Power of Attorney evidencing authority to sign the bid in the name of the person for whom it is signed. Bids which are signed for a co-partnership shall be signed by all of the co-partners or by an attorney-in-fact. If signed by an attorney-in-fact, there should be attached to the bid a Power of Attorney evidencing authority to sign the bid. Bids which are signed for a corporation shall have the correct corporate name thereof signed in handwriting or in typewriting and the signature of the president or other authorized officer of the corporation shall be manually written below the written or typewritten corporate name following the work. By: Corporate Seal: Title: INSTRUCTIONS TO BIDDERS Page 2 of 13 If bids are signed for any other legal entity, the authority of the person signing for such legal entity should be attached to the bid. 4. TELEGRAPHIC MODIFICATION Any Bidder may modify their bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids. The telegraphic communication shall not reveal the bid price, but shall only provide the addition or subtraction from the original proposal. Telegraphic proposal modifications must be verified by letter. This written confirmation shall be received no later than three (3) working days following the bid opening or no consideration will be given to the telegraphic modification. 5. BID QUANTITIES Bidders must satisfy themselves by personal examination of the location of the proposed work and by such other means as they may prefer as to the correctness of any quantities. The estimated unit quantities of the various classes of work to be done under this contract are approximate and to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. The Contractor agrees that, during progress of the work, the Owner may find it advisable to omit portions of the work, to increase or decrease the quantities as may be deemed necessary or desirable, that the actual amount of work to be done and materials to be furnished may differ from the estimated quantities, and that the basis for payment under this contract shall be the actual amount of work done and materials furnished. The Contractor agrees to make no claim for damages, anticipated profits or otherwise on account of any difference which may be found between quantities of work actually done and the estimated quantities. 6. BID REQUIREMENTS The Bidder is expected to base their bid on materials and equipment complying fully within the plans and specifications and, in the event the Bidder names in their bid materials or equipment that does not conform, the Bidder will be responsible for furnishing materials and equipment which fully conform at no change in the bid price. Before submitting a proposal, each Contractor should read the complete Contract Documents (including all addenda), specifications and plans, including all related documents contained herein, all of which contained provisions applicable not only to the successful Bidder, but also to the subcontractors. 7. EXAMINATION Examine documents and conditions at existing site carefully. No extra payments will be given for conditions which can be deterrnined by examining documents and existing conditions. 8. QUESTIONS Submit questions to the Engineer. Replies will be issued to Bidders of record as an addenda. Engineer and Owner shall not provide nor be responsible for any oral clarification. INSTRUCTIONS TO BIDDERS Page 3 of 13 9. LIQUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT The successful Bidder, upon his failure or refusal to execute and deliver the contract and bonds required within ten(10) days after the successful Bidder has received notice of the acceptance of their bid, shall forfeit to the Owner as liquidated damages for such failure or refusal, the security deposited with their bid, as provided in 18-1-204 Montana Code Annotated. 10. GROSS RECIEPTS HOLDING In accordance with Section 15-50-205, Montana Code Annotated, the City of Bozeman must withhold one percent (1%) of incremental payments due the Contractor for remittance to the Department of Revenue for any contracts greater than$5,000.00. 11. CITY OF BOZEMAN BUSINESS LICENSE All Contractors conducting work within the City of Bozeman are required to have a current City of Bozeman Business License. Applications for Business Licenses may be obtained at City Hall, 121 N. Rouse Avenue, Bozeman,Montana. 12. 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 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 former work performed by them 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 they are engaged in any other work which impairs their ability to finance this contract. The Bidder shall demonstrate their ability to meet all requirements herein stipulated, if requested. 13. CONTRACT DOCUMENTS It is intended that the Montana Public Works Standard Specifications, 61h Edition (MPWSS), shall be used to govern the contractual and performance aspects of this project, and is hereby incorporated at part of these Contract Documents, as modified by the City of Bozeman Modifications to Montana Public Works Standard Specifications 6th Edition (COB MODS), including all addenda which is hereby incorporated as part of these Contract Documents, and as further modified herein. All standard forms of MPWSS shall be utilized in executing these Contract Documents unless otherwise noted or revised in these bound Contract Documents. Selected sections of the MPWSS have been reprinted in this document to provide a clear definition of the project and detail modifications to the MPWSS made by the City of Bozeman, in order to assist the Contractor in preparation of their bids. Selected sections of the Montana Department of Transportation Standard Specifications for Road and Bridge Construction, 2014 Edition, and applicable Supplemental Specifications, are hereby INSTRUCTIONS TO BIDDERS Page 4 of 13 incorporated by reference and made part of this contract. The selected sections are listed elsewhere in these Contract Documents. 14. CONTRACT DOCUMENTS MAY BE VIEWED AT THE FOLLOWING LOCATIONS: Robert Peccia and Associates City of Bozeman Engineering Dept. 3810 Valley Commons Drive, Suite 4 20 East Olive Street Bozeman,MT 59718 Bozeman,MT 59715 Phone: (406)284-2665 Phone: (406) 582-2280 Robert Peccia and Associates On-line at www.MontanaBid.com 3147 Saddle Drive Helena,MT 59601 On-line at www.n)a-hln.com Phone: (406)447-5000 under"Current Projects Bidding" 15. SUBSTITUTE AND "OR-EQUAL"ITEMS The Contract, if awarded, will be based on materials and equipment specified or described in the Contract Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Contract Documents that a substitute or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement. 16. INTERPRETATIONS AND ADDENDA All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the Engineer as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. It shall be the responsibility of the Bidder to obtain such Addenda prior to submitting his proposal, and to acknowledge receipt of all addenda issued in the Bid Proposal. Any addenda issued during the time of bidding, or forming part of the Contract Documents used by the Bidder for preparation of their 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. 17. EXAMINATION OF CONTRACT DOCUMENTS AND SITE CONDITIONS A. Before submitting a bid, each Bidder must (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local laws, ordinances, rules and regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents; and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. INSTRUCTIONS TO BIDDERS Page 5 of 13 1. Each Bidder should visit the site of the proposed work and fully acquaint themselves with the existing conditions relating to construction and labor, and should fully inform themselves as to the facilities involved, and the difficulties and restrictions regarding the performance of the Contract. In submitting a bid for this project, the Bidder is thereby acknowledging that he can perform the specified work on the site. The Bidder should thoroughly examine and familiarize themselves with the Drawings, Technical Specifications, and all other Contract Documents, and shall verify the accuracy of the estimated quantities in the Bid Proposal. Failure to do so will not relieve the successful Bidder of their obligations to carry out the provisions of this Contract. 2. The submission of a Bid will constitute a representation of familiarization by the Bidder. There will be no subsequent financial adjustment for lack of such familiarization. B. The Contractor may refer to the following for information regarding site conditions: 1. Those drawings of physical conditions in or relating to the existing surface and subsurface conditions which are at or contiguous to the site (except underground facilities) which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 2. Information and data reflected in the Contract Documents with respect to underground facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions. 3. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Sections 4.02 and 4.03 of the General Conditions. 4. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the work which Bidder deems necessary to determine their bid for performing and furnishing the work in accordance with the time,price and other items and conditions of the Contract Documents. 5. On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a bid. Any administrative requirements and associated costs of such investigations are the responsibility of the Bidder. The Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. INSTRUCTIONS TO BIDDERS Page.6 of 13 6. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto are designated for use by Contractor in performing the Work are identified on the Contract drawings. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 7. The submission of a Bid will constitute an incontrovertible representation by Bidder that the Bidder has complied with every requirement of this section, and that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 18. UNDERGROUND UTILITIES The location of underground utilities as shown on the drawings is approximate and the Owner assumes no responsibility for determining the exact location. The Contractor shall note the reference to utility lines and service lines for various utilities as noted on the drawings and that the approximate location may or may not be given. The Contractor shall make written inquiry of the related utility agency to determine the location of underground utilities in the project area. 19. TIME FOR RECEIVING BIDS Bids received prior to the advertised time of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered. 20. OPENING OF BIDS Bids will be opened at the time set for opening in the Invitation To Bid and, unless obviously non-responsive, read aloud publically. Bidders and other persons properly interested may be present, in person or by representative. 21. WITHDRAWAL OF BIDS Bids may be withdrawn at any time prior to the scheduled closing time for the receipt of bids if through written confirmation or in person. The Bid Security of any Bidder withdrawing his bid in accordance with the foregoing conditions shall be returned promptly. If, within twenty-four (24) hours after Bids are opened, any Bidder files a duly signed written notice with the OWNER and promptly thereafter demonstrates to the reasonable satisfaction of the OWNER that there was a material and substantial mistake in the preparation of its Bid, that the Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, if the Work is rebid or negotiated,that Bidder will be disqualified from further bidding on the Work. INSTRUCTIONS TO BIDDERS Page 7 of 13 22. METHOD OF AWARD a. Award of the contract shall be to the lowest "responsible" Bidder whose total base bid or the lowest combination of base bid and additive alternate bid(s), taken in consecutive order, and within the funds available, is the lowest "responsible"bid for the work. b. If such lowest bid exceeds the budget, the Owner may reject all bids. C. The Owner reserves the right to reject any or all bids or to waive any irregularity or informality in any bid received. The Owner reserves the right to determine what constitutes material and/or immaterial informalities and/or irregularities. d. The Owner shall award such contract to the lowest "responsible" bidder (18-1-102 MCA). The term"responsible" does not refer to pecuniary ability only, or the ability to tender sufficient performance and payment bonds. The term "responsible" includes, but is not limited to: 1. Having adequate financial resources to perform the contract or the ability to obtain them; 2. Being able to comply with the required delivery, duration, and performance schedule; 3. Having a satisfactory record of integrity and business ethics; 4. Having the necessary production, construction, technical equipment, and facilities, and; 5. Having the technical skill, ability, capacity, integrity, performance, experience, lack of claims and disputes, lack of actions on bonds, lack of mediations, arbitrations and/or lawsuits related to construction work or performance, and such like. e. Unless otherwise stated in the Special Provisions, all contracts will be awarded in conformance with the laws of the State of Montana. Pursuant to Section 18-1-102, Montana Code Annotated, the Owner, in awarding public contracts for construction, repair, and public works of all binds, shall award such contract to the lowest responsible Bidder without regard to residency. However, a resident bidder must be allowed a preference on a contract against the bid of any non-resident bidder from any state or country that enforces a preference for resident bidders. The preference given to resident bidders of this state must be equal to the preference given in the other state or country. f. The Owner may make such investigations as it deems necessary to determine the ability of the Bidder to perform the Work, and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigation of, INSTRUCTIONS TO BIDDERS Page 8 of 13 such Bidder fails to satisfy the Owner that such Bidder is properly qualified and responsible to carry out the obligations of the Agreement and to complete the Work contemplated therein. 23. PRE-AWARD CONFERENCE The Bidder submitting what appears to be the lowest responsible bid may be required to meet with the Engineer prior to the award of the contract for the purpose of discussing pertinent details pertaining to the proposed Work. The following points will be considered: a. The Contractor's organization and equipment available for work and the Contractor's proposed sources of materials or installed equipment; b. Contractor's financial status and capability to execute the contract; C. The Contractor's proposed schedule of operations; d. The interpretation of the Specifications; e. The Contractor's proposed wage rates for use on the project; f. Bidder status concerning"responsibility"; g. Approval of subcontractors; h. Unbalanced bids, either in excess or below the reasonable cost analysis value. Should the conference indicate that the Contractor does not appear to be in a position to properly undertake the Work or that he has not properly familiarized himself with the Plans and Specifications, the Owner reserves the right to reject the bid of this Contractor and to consider the next Bidder. 24. EXECUTION OF AGREEMENT a. After the award and within 10 days after the date of the Notice of Award, the successful Bidder shall execute and deliver to the Owner an Agreement, the Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and an Approval of Subcontractors form in such number of copies as the Owner may require. The standard Agreement form as issued by the Owner shall be used as the contracting instrument. b. The Agreement form shall be signed in longhand by the proper representatives of the contracting firm as follows: I. The principal of the single-owner firm. 2. A principal of the partnership firm. 3. An officer of the incorporated firm, or an agent whose signature is accompanied by a certified copy of the resolution of the Board of Directors authorizing the agent to sign. 4. Other persons signing for a single-owner firm or a partnership shall attach a Power of Attorney evidencing his authority to sign for that firm. INSTRUCTIONS TO BIDDERS Page 9 of 13 C. The Owner within 30 days of receipt of acceptable Performance Bond, Labor and Material Payment Bond, required Insurance Certificates, and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such parry an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the Bidder may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner. 25. PERFORMANCE, LABOR AND MATERIAL PAYMENT BONDS AND INSURANCE a. The Owner will require the successful Contractor to furnish a Performance Bond (EJCDC C-610) in the amount of 100 percent of the contract price as security for the faithful performance of his Contract. b. The Owner will require the successful Contractor to furnish a Labor and Material Payment Bond(EJCDC C-615) in the amount of 100 percent of the contract price as security for the payment of all persons performing labor and furnishing materials in connection therewith. C. The bonds will be signed by the Attorney-in-fact and countersigned by a Montana Resident Agent. d. Prior to beginning work, Insurance Certificates as proof of insurance coverage shall be filed with the Owner. The specifications for the Workers' Compensation, Commercial General Liability, Separate Owner's and Contractor's Protective Policy, and other related insurance are listed in these Contract Documents. 26. POWER OF ATTORNEY a. Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their Power of Attorney. b. One original shall be furnished with each set of bonds. C. Additional copies furnished with a set of bonds may be copies of that original. 27. LABOR AND WAGES a. For projects more than $25,000 let for state work, the Contractor(s) shall pay the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions and travel allowance provisions in effect and applicable in the county or locality in which the work is being performed (18-2-403, Montana Code Annotated). b. On any state construction project funded by state or federal funds, except a project partially funded with federal aid money from the United States Department of Transportation or when residency preference laws are specifically prohibited by federal law and to which the state is a signatory to the construction contract, each Contractor shall ensure that at least 50 percent of the Contractor's workers INSTRUCTIONS TO BIDDERS Page 10 of 13 performing labor on the project are bona fide Montana residents, as defined in 18-2- 401, (18-2-409,MCA). C. Montana Prevailing Wage Rates. The Montana Commissioner of Labor and Industry has established the standard prevailing rate of wages in accordance with 18-2-401 and 18-2-402, Montana Code Annotated. A copy of the wage rates are bound herein. It is the Contractor's responsibility to classify their workers in accordance with the craft of trade to be performed and pay the appropriate established prevailing wage rate. d. The Contractor shall classify all workers on the project in accordance with the Department of Labor Wage Rate Determinations. In the event the Contractor is unable to classify a worker in accordance with these rates, the Contractor shall contact the Department of Labor and Industry, Labor Standards Bureau, Wage and Hour Unit, Helena, Montana 59604, for a determination of the prevailing wage rate to be paid that worker. e. Should the prevailing rate of wages change during the life of the contract, the wage rates included in the Contract Documents at the time of the bid opening shall be the prevailing wage rate for the life of the contract. f. Section 18-2-406, Montana Code Annotated, provides that Contractors, subcontractors, and employers who are performing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement of all wages and fringe benefits to be paid to employees on such site or work area. g. Travel allowance, if applicable, may or may not be all-inclusive of "travel" and/or subsistence and travel time due employees. It is incumbent on the employer to determine the amounts due for each craft employed per the method of computation outlined for each craft where applicable. h. Any notice of infraction of the labor laws of the State of Montana received by the Owner or Engineer will be forwarded to the State of Montana, Department of Labor and Industry, Wage and Hour Unit, Helena, Montana. i. Safety Training. Contractor shall comply with the Occupational Safety and Health Act(OSHA). 28. CITY OF BOZEMAN NON-DISCRIMINATION POLICY Attention of Bidders is particularly called to the requirement for ensuring that the Contractor's employees and applicants for employment are not discriminated 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, if a contract is awarded to it, and also recognizes the eventual contract, if awarded, will contain a provision prohibiting discrimination as described above and that this prohibition shall apply to the hiring and treatment of the Contractor's employees and to all INSTRUCTIONS TO BIDDERS Page 11 of 13 subcontractors. The Owner is an equal opportunity employer. 29. PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto shall be maintained by the Contractor during the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or in the development of the project. Such records will contain the name and address of each employee, his correct classification, rates of pay, daily and weekly number of hours worked, deductions made, and actual wages paid. In addition, the Contractor will submit weekly a copy of all payrolls to the Owner and Engineer. The copy shall be accompanied by a certification signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Montana Department of Labor and Industry, and that the classifications set forth for each laborer or mechanic conform with the work he performed. The prime Contractor will make the record required under the labor standards clause of the Contract available for inspection by authorized representatives of the Owner and the Montana Department of Labor and Industry and will permit such representatives to interview employees during working hours on the job. Payroll reports and certificates of compliance shall be submitted to the Owner and Engineer prior to or with each Payment Request. The copies sent to the Owner and Engineer are for archive purposes only, because neither the Owner or Engineer are trained in the interpretation of payroll reports, and thus will rely on the Contractor's certification that all employees are being classified and paid appropriately. 30. BUY AMERICAN REQUIREMENTS The Contractor agrees that preference will be given to domestic construction material by the Contractors, subcontractors, and suppliers in the performance of this Contract. a. Domestic Preference. Domestic construction material must be used in preference to non-domestic materials if it is priced no more than 6 percent higher than the Bid or offered price of the non-domestic materials including all costs of delivery to the construction site, including any applicable duty, whether or not assessed. Computations will normally be based on costs on the date of opening Bids or Proposals. b. Waiver. The Owner may waive the Buy-American provision based upon those factors that it deems relevant, including: 1. Such use is not in the public interest; 2. The cost is unreasonable; 3. The available resources of the Owner are not sufficient to implement the provision; 4. The articles, materials, or supplies of the class or bind to be used or the articles, materials, or supplies from which they are manufactured and not mined, produced, or manufactured in the United States in sufficient and INSTRUCTIONS TO BIDDERS Page 12 of 13 reasonable available commercial quantities or satisfactory quality for the project; or 5. Application of this provision is contrary to multilateral government procurement agreements. 31. MAINTENANCE OF RECORDS Contractor shall maintain all required records for three years after the Owner makes final payment and all other pending matters are closed. 32. NOTICE TO PROCEED The Notice to Proceed will normally be issued within 30 days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual written agreement between the Owner and Contractor. 33. CONTRACT TIME The Contract Time will be as set forth in the Special Provisions. 34. LIQUIDATED DAMAGES Liquidated damages will be as set forth in the Special Provisions. 35. MONTANA CONTRACTOR'S REGISTRATION The Contractor and any of the Contractor's subcontractors doing work on this project will be required to be registered with the Montana Department of Labor and Industry prior to bidding this project. Information pertaining to the Montana Contractor Registration requirements may be obtained from the Montana State Department of Revenue,Helena, Montana. (1-800-556-6694) 36. NOTICE OF EXTENDED PAYMENT PROVISION This Contract allows the Owner to make payment within 21 calendar days after the Owner's approval of the payment request. INSTRUCTIONS TO BIDDERS Page 13 of 13 GENERAL CONDITIONS SECTION III INCORPORATION OF EJCDC STANDARD GENERAL CONDITIONS Incorporation of the Montana Public Works and Engineers Joint Contracts Documents Committee Standard General Conditions and Supplementary Conditions to the General Conditions. The following are hereby incorporated by reference and made a part of this Contract: 1. The Standard General Conditions of The Construction Contract as Prepared by the Engineers Joint Contract Documents Committee as found in the Montana Public Works Standard Specifications, Sixth Edition,April 2010. 2. The Supplementary Conditions to the General Conditions as found in the Montana Public Works Standard Specifications, Sixth Edition, April 2010. The following RPA Supplementary Conditions are modifications to Montana Public Works and Engineers Joint Contract Documents Committee Standard General Conditions of the Construction Contract: SECTION III RPA SUPPLEMENTARY CONDITIONS The intent of this Section is to supplement the conditions outlined in the Standard General Conditions. CONTENTS 1. Insurance 2. Bonding 3. Estimated Quantities 4. Unit Price Work 5. Project Meetings 6. Governing Standards and Regulatory Requirements 7. Submittals 8. Weed Control 9. Regular Hours and Weather Days 10. Contractor Reimbursed Engineering Costs 11. Construction Progress 12. Repair and Replacement Quality 13. Rejected Work 14, Project Close-out 15. General Equipment Stipulations 16. Blasting 1. INSURANCE 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,the ENGINEER,the Engineer's Consultants,and the respective directors, officers,partners, agents,employees and other consultants and subcontractors of each and any of all such additional insured's from claims for bodily injury(including sickness,disease and mental anguish),death and 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,and certified copies of the insurance policy(s) 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 two years following the substantial completion date for property damage resulting from occurrences during the agreement period. A. 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 and related coverages under Paragraphs 5.04.A.I and 5.04.A.2 of the General Conditions. RPA SUPPLEMENTARY CONDITIONS Page 1 of 16 a. State Statutory b. Applicable Federal(e.g.Longshoreman) Statutory C. Employer's Liability $1,000,000 2. CONTRACTOR'S General Liability Insurance under Paragraphs 5.04.A.3 through 5.04.A.6 of the General Conditions which shall include a Commercial General Liability insurance policy based on Insurance Services Office(ISO)Form CG 00 01 12 07 (or 12 04, or 10 01 edition dates). The coverage shall be based on an occurrence form and shall include, but not be limited to, coverage for Premises/Operations, Products/Completed Operations, Personal and Advertising Injury, Subcontractors, and Liability assumed under an insured contract. There shall be no endorsement or modification of the Commercial General Liability policy form that modifies the standard general liability policy arising from pollution, explosion, collapse, underground property damage, subsidence, or work performed by subcontractors. The General Aggregate Limit shall apply separately to each of the Contractor's projects per the latest edition of Form CG 25 01,CG 25 03,or equivalent. a. GENERAL AGGREGATE PER PROJECT $3,000,000 b. Products-Completed Operations Aggregate $3,000,000 c. Personal and Advertising $2,000,000 I d. Bodily Injury and Property Damage (Each Occurrence) $2,000,000 e. 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. The deductible, if any, may not exceed $5,000.00 per occurrence on property damage. f. In addition to other requirements in the General Conditions, Coverage will include at a minimum: 1. Premises -Operations 2. Operations of Independent Contractor 3. Contractual Liability 4. Personal Injury 5. Products and Completed Operations 6. NO additional exclusions that modify the standard ISO Commercial General Liability policy form CG 00 01 12 07 (or 12 04, or 10 01 edition dates) in regard to pollution, explosion, collapse, underground property damage, subsidence, or work performed by subcontractors will be acceptable. 7. Per Project Aggregate Endorsement RPA SUPPLEMENTARY CONDITIONS Page 2 of 16 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury: Each Person $2,000,000 Each Accident $2,000,000 Property Damage: Each Accident $2,000,000 (or) b. Combined Single Limit $2,000,000 Coverage to be written with a symbol 1 (One)any auto basis to Include: 1. All Owned 2. Hired 3. Non-Owned G. Contractor's Automobile Liability Insurance under 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. The deductible, if any, may not exceed $5,000.00 per accident. 4. The Contractual Liability coverage required by Paragraph 5.04.13.3 of the General Conditions shall provide coverage for not less than the following amounts: Each Occurrence $2,000,000 Aggregate $3,000,000 a. Contractual Liability Insurance under 5.04.13. 3 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. The deductible,if any,may not exceed$5,000.00 per occurrence. 5. OWNERS and CONTRACTORS Protective Policy - Purchased By CONTRACTOR: In addition to the insurance required to be provided by Contractor under paragraph 5.04.A.1 through 5.04.A.6 inclusive, Contractor shall purchase and maintain a separate Owners and Contractors Protective Policy (OCP) to protect Owner against claims which may arise from operations under the Contract Documents,with limits of liability as specified below. The policy must be in the name of the Owner. This liability insurance shall include as additional insureds the Engineer and the Engineer's Consultants, and include coverage for the respective directors, officers, partners, employees, agents and other consultants and subcontractors of all such additional insureds. a. General Aggregate $2,000,000.00 RPA SUPPLEMENTARY CONDITIONS Page 3 of 16 b. Each Occurrence $1,000,000.00 (Bodily Injury and Property Damage) The OCP policy shall remain in effect until completion of the project and final payment is made to the Contractor and all times thereafter when the Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07 of the General Conditions. The insurance policy will contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least forty-five (45) days prior written notice has been given to Owner and to each other additional insured (and the certificates of insurance furnished to Owner and each other additional insured will so provide). 6. AdditionalInsured's: The CONTRACTOR'S insurance coverage shall name the OWNER, and ENGINEER and Engineer's Consultants and applicable landowners (if any)as an additional insured under Commercial General Liability,Automobile Liability and Excess or Umbrella policies. A list of the known additional insured's for this project is contained in the Special Provisions. a. With respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6, inclusive, include the following as additional insured's on a primary, non-contributory basis. Use the following Additional Insured Endorsements: ENTITY FORM Owner and Landowners- use Additional Insured Endorsements; CG 20 10 11 [See Special Provisions] 85 or combination of CG 20 10 10 01 &CG 20 37 1001 orCG328705 10 &CG329005 10 Montana only—or subsequent editions; Additional insured must include On-going Operations as well as Completed Operations. Engineer—Robert Peccia use Additional Insured Endorsement; CG 20 32 and Associates Engineers'Consultants— use Additional Insured Endorsement; CG 20 32 See Special Provisions b. With respect to the Owner's and Contractor's Protective Policy (OCP) insurance required by paragraph SC-5.04.C.5, include the following as additional insureds. Use the following Additional Insured Endorsement: ENTITY FORM Engineer—Robert Peccia use Additional Insured Endorsement;CG 20 31 and Associates Engineers'Consultants— use Additional Insured Endorsement; CG 20 31 [See Special Provisions RPA SUPPLEMENTARY CONDITIONS Page 4 of 16 B. Cancellation Notice Amend paragraph 5.04.B.4 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.4 remains in effect. C. Property Insurance Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its place: 1. 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: a. Include the interests of OWNER, CONTRACTOR, Subcontractors(All Tiers — Contractor to list Subcontractors), ENGINEER, ENGINEER'S Consultants, and any other persons or entities identified in the Special Provisions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; b. Deductible may not exceed $10,000 unless approved by an appropriate change order with the following exception: Deductible may be higher than $10,000 for Flood and Earthquake perils, but the Contractor shall be responsible for paying the entire cost of the higher deductible should a claim be submitted against the policy for Flood and Earthquake perils. A letter from the Contractor stating what the deductible is and that they will cover the deductible amount is required as part of the insurance submittal. C. be written on a Builder's Risk 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 Work in transit and shall insure against at least the following perils: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, flood, and other perils as may be specifically required by the Supplementary Conditions; d. 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); e. 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; f. be endorsed to allow occupancy and partial utilization of the Work by OWNER; g. include testing and start-up; and h. be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR, and ENGINEER with forty-five days written notice to each other additional insured to whom a certificate of insurance has been issued. RPA SUPPLEMENTARY CONDITIONS Page 5 of 16 i. CONTRACTOR shall be responsible for any deductible or self-insured retention. j. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance with this Article LC shall comply with the requirements of Paragraph 5.06.0 of the General Conditions. k. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance with this Article LC shall comply with the requirements of GC-5.06.C. The qualifications of the insurance company shall comply with the requirements of Article 1 of these Supplementary Conditions. 2. BONDING In addition to all bonding requirements indicated in Article 5 of the General Conditions, all Contractors shall be responsible for meeting the Montana Workers Surety Bond Requirements per MCA 18-2-201. Bonds shall remain in effect during the warranty period. 3. ESTIMATED QUANTITIES All estimated quantities stipulated in the Proposal and other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the work; and (b) for the purpose of comparing proposals submitted for the work. It is understood and agreed that the actual amounts of work done and materials furnished under unit price items may vary substantially from such estimated quantities. The actual quantities will depend on the conditions encountered at the time the work is performed, and the unit prices apply, subject to the exceptions in Supplementary Condition 4—Unit Price Work. 4. UNIT PRICE WORK Paragraph 11.03 of the General Conditions is hereby deleted in its entirety and the following is substituted in its place: A. The unit price of an item of Unit Price Work shall be subject to reevaluation and adjustment under the following conditions: 1. If the total cost of a particular item of Unit Price Work amounts to 10%or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 25%from the estimated quantity ofsuch item indicated in the Agreement; and 2. If there is no corresponding adjustment with respect to any other item of Work; and 3. If Contractor believes that Contractor has incurred additional expense as a result thereof,- or if Owner believes that the quantity variation entitles Owner to an adjustment in the unit price, either Owner or Contractor may make a claim for an adjustment in the Contract Price in accordance with the General Conditions if the parties are unable to agree as to the effect of any such variations in the quantity of Unit Price Workpeiformed." RPA SUPPLEMENTARY CONDITIONS Page 6 of 16 5. PROJECT MEETINGS Project meetings shall be held monthly to review progress and requests for payment, maintain coordination, update and modify scheduling requirements,and resolve any problems that might develop. The Engineer shall preside at the meeting. 6. GOVERNING STANDARDS AND REGULATORY REQUIREMENTS 6.1 Jurisdiction. The performance of this work shall be under the jurisdiction of the following agencies,departments,and standards and compliance with the requirements thereof is required: Federal Level: United States law;United States Corps of Engineers;Environmental Protection Agency. State Level: Montana Code Annotated; Montana Department of Environmental Quality; Dept. of Fish, Wildlife & Parks (SPA); Department of State Lands; the Department of Natural Resources and Conservation; the Montana Building Codes Division; Uniform Building Code, (latest edition); Uniform Plumbing Code, (latest edition); Uniform Mechanical Code, (latest edition);Uniform Fire Code(latest edition);National Electric Code,(latest edition). Permits.The Contractor must also comply with the requirements of any permits obtained for the project by the Owner. These permits may include stream permits,wetland permits, floodplain permits, etc. Copies of any of these permits are available upon request from the Engineer. However, the Contractor shall be responsible for obtaining any permits regarding the discharge of any water related to the construction of this project (this includes a Montana Department of Environmental Quality 3A Permit). Local Level: City ordinances and regulations. 6.2 Contractor's Responsibility. The Contractor shall familiarize himself with the requirements of all regulatory agencies pertaining to the performance of the work on the project. The Contractor shall perform all work in accordance with the regulatory requirements. Any conflict between the Contract Documents and the regulatory requirements shall be brought to the immediate attention of the Engineer. 7. SUBMITTALS 7.1 Construction Schedule. The Contractor shall submit to the Engineer for review a schedule of the proposed construction operations. The construction schedule shall indicate the sequence of the Work,the time of starting and completion of each part, and at a minimum one entry for each bid item and trade involved therein. Whenever 10 percent or more of the schedule items are inconsistent with the original schedule, the Contractor shall prepare a revised schedule and narrative plan that indicates corrective action that will bring the progress of the work back to the original schedule completion dates. The revised schedule and narrative shall be submitted to the Engineer for review, approval, or comment before any further pay requests will be received or recommended for payment. The construction schedule shall be acceptable to the Engineer before the Notice to Proceed is issued. RPA SUPPLEMENTARY CONDITIONS Page 7 of 16 7.2 Schedule of Values. The Contractor shall prepare and submit to the Engineer a schedule of values for each lump sum bid item on the Proposal. Each item shall be subdivided to show the portion of payment assigned to each work location and work item or trade involved. The schedule of values, showing the value of each kind of work at each site, shall be acceptable to the Engineer before any application for payment is prepared. The sum of the items listed in the schedule of values shall equal the lump sum price for the bid item. Items such as bond premium, temporary construction facilities, and office expense may be listed separately in the schedule of values, provided the amounts can be substantiated. Overhead and profit shall not be listed as separate items. An unbalanced schedule of values providing for overpayment of the Contractor on items of work which would be performed first will not be accepted. The schedule of values shall be revised and resubmitted until acceptable to the Engineer.Final acceptance by the Engineer shall indicate only consent to the schedule of values as a basis for preparation of applications for progress payments and shall not constitute an agreement as to the value of each indicated item. i 7.3 Schedule of Payments. Within 10 days after the effective date of the Agreement,the Contractor shall furnish to the Engineer a schedule of estimated monthly payments. The schedule shall be revised and resubmitted each time an application for payment varies more than 10 percent from the estimated payment schedule. 7.4 Approval of Subcontractors. Contractor shall submit a list of Subcontractors to be used on the project and it shall be acceptable to the Owner prior to starting work. For each Subcontractor include name, address, phone, type of work, registration number, approximate contract value and a list of projects completed within the last 5 years by the Subcontractor. 7.5 Shop Drawings and Engineering Data. In addition to the construction schedule, the Contractor shall submit to the Engineer a Shop Drawing Schedule indicating the title and appropriate date that all anticipated shop drawings will be submitted to the Engineer before the Engineer will proceed with the review of any submittals. All submittals, regardless of origin, shall be stamped with the approval of the Contractor indicating his review and identified with the name and number of this Contract, Contractor's name, and references to applicable specification paragraphs and Contract Drawings. Each submittal shall indicate the intended use of the item in the work. When catalog pages are submitted, applicable items shall be clearly identified. The current revision, issue number, and date shall be indicated on all drawings and other descriptive data. Substitutions will be considered through completion of a Substitution Request Form(bound into the Appendix of these documents). All deviations from the Contract Documents shall be identified on each submittal and shall be tabulated in the Contractor's letter of transmittal. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by the Contractor (including modifications to other facilities that may be a result of the deviation) and all required piping diagrams. The Contractor shall accept full responsibility for the completeness of each submission and, in the case of a resubmission, shall verify that all exceptions previously noted by the Engineer have been taken into account. In the event that more than one resubmission is required because "A SUPPLEMENTARY CONDITIONS Page 8 of 16 of failure of the Contractor to account for exceptions previously noted, the Contractor shall reimburse the Owner for the charges of the Engineer for review of additional resubmissions. The costs of additional review shall be deducted from the Contractor's progress payments. Any need for resubmission or any other delay in obtaining the Engineer's review of submittals will not entitle the Contractor to extension of the Contract Time unless delay of the work is directly caused by a change in the work authorized by a Change Order or by failure of the Engineer to return any submittal within three(3)weeks after its receipt in the Engineer's office. Five (5) copies of each drawing and necessary data or schedule shall be submitted to the Engineer. Improper format or illegible information shall be cause to return submittals without review. The Engineer will not accept submittals from anyone but the Contractor. Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades. Items resubmitted shall bear the number of the first submittal followed by a letter(A,B,etc.) to indicate the sequence of the resubmittal. When the schedules, drawings, and data are returned marked RETURNED FOR CORRECTION, the corrections shall be made as noted thereon and as indicated by the Engineer and corrected copies shall be resubmitted. When corrected copies are resubmitted, the Contractor shall in writing direct specific attention to all revisions and shall list separately any revisions made other than those called for by the Engineer on previous submissions. When the drawings and data are returned marked EXCEPTIONS NOTED, no additional submission is needed provided all exceptions marked are incorporated into the item. No re- submission is required for submittals marked NO EXCEPTIONS NOTED or RECORD COPY. Portions of the work requiring a shop drawing or sample submission shall not begin until the shop drawing or submission has been reviewed and returned with no resubmission needed by the Engineer. A copy of each processed shop drawing and each processed sample shall be kept in good order by the Contractor at the site and shall be available to the Engineer. No materials-on-site payments will be approved in applications for partial payment for equipment or materials until shop drawings for same have been reviewed and returned by the Engineer without a requirement for resubmission. 7.6 Record Drawings and Survey Data.The Contractor shall prepare and maintain drawings record- ing the constructed characteristics of all aspects of the work. Record drawings shall be of suffi- cient detail and accuracy to permit ready identification and location of all component parts and hidden or buried facilities. This is especially important in the case of part time construction observation by the Engineer. The record drawings and survey data shall be made available to the Engineer at all times. This includes all field books, notes, and other data developed by the Contractor in performing surveys required as part of the work. Upon completion of the work, a paper copy of all record drawings and survey data shall be transmitted to the Engineer and Owner. RPA SUPPLEMENTARY CONDITIONS Page 9 of 16 8. WEED CONTROL Prior to mobilizing equipment on the project site,the Contractor shall clean his equipment and vehicles to assure no weeds are imported. The Contractor shall be responsible for weed control for the duration of the contract and until landscaping is established. The Contractor shall submit a weed control plan to the Engineer for approval. All costs associated with weed control shall be incidental to other items of work, and no additional compensation will be allowed. 9. REGULAR HOURS AND WEATHER DAYS 9.1 Regular Hours. The regular work week shall consist of five working days, Monday through Friday, with regular working hours of 8:00 a.m. to 5:00 p.m. Written requests to perform any work outside of the regular work week or nonnal working hours must be delivered to the Owner and Engineer no less than 48 hours prior to the planned start of the work. Contractor may not work other than regular hours without written approval from Owner and Engineer. 9.2 Weather Days. In the event inclement weather or the aftermath of inclement weather prevents the Contractor from performing any compensable work for a minimum of 60% of the Regular day or other work period approved by the Owner, he may request a credit for that day. No credit for inclement weather will be allowed on non-working days. A request for a weather day must be submitted to the Engineer by the end of each calendar day being requested. i 9.3 Winter Shutdown. See Special Provisions for requirements. 9.4 Standby Time. No separate payment will be made for standby time, inactive periods beyond Contractor control or inactive periods resulting from requirements of this Contract. Such time will be considered incidental to the required work. Standby time can be expected, but is not limited to waiting for completion of other related contractors work. 10. CONTRACTOR REIMBURSED ENGINEERING COSTS The Contractor shall reimburse the Owner the full cost of engineering services in the event the Engineer incurs unscheduled employment necessitated by the Contractor. Examples of unscheduled employment of the Engineer are the following Contractor actions: 1) Working more than forty (40) hours per week, more than five (5) days per week and Saturdays, Sundays,and holidays. 2) Furnishing materials or equipment not in conformance with Contract Documents necessitating redesign by the Engineer. 3) Working beyond the time of completion established in the Notice to Proceed with Construction. 4) Retests by the Engineer of tests that have failed. 5) Retests by others for tests that require Engineer's presence. 6) Repeated review of submittals and shop drawings that have not been approved. _ 7) Additional inspection as a result of unacceptable work. 8) Failing to follow design or construction documents. RPA SUPPLEMENTARY CONDITIONS Page 10 of 16 9) Submitting excessive or unreasonable claims requiring Engineer's review. 10) Failing to properly document pay requests. 11) Failing to provide or adhere to schedules. 12) Other services that are within the Contractor's control to avoid. The Engineering fees to be reimbursed by the Contractor shall be according to the following schedule: 1) Labor: At the Engineer's current billable rates, including overhead, as referred to in the Agreement between the Owner and Engineer,plus 15%profit. 2) Other Consultant: At actual cost plus 10% 3) Mileage: 4X4 @$0.585/mi.;2WD @$0.535/mi. 4) Per Diem:IRS allowable rate 5) Other expenses (including computer and CADD hours) and laboratory testing: Actual Cost+ 10% 6) Field Testing: Engineer's current billable rate for specific equipment utilized Contractor shall make payment of these Engineering services by deduction from the project progress payments or final payment or by invoice to the Contractor. The Engineering contract will be analyzed at the end of the project to determine whether any unscheduled employment of the Engineer, during the schedule contract time, resulted in a cost savings to the Owner. If, as a result of working more than 40 hours per week, five days per week, the Contractor completes the project within the scheduled time, and if the overtime results in a reduced contract time and cost savings to the Owner, no damages will be assessed for the unscheduled employment of the Engineer during the scheduled contract time. Damages will be assessed as stipulated for each day the work remains uncompleted beyond the scheduled contract time. 11. CONSTRUCTION PROGRESS 11.1 The Contractor shall maintain suitable progress on the job at all times. This shall include the presence of full crews with superintendent(s) effectively operating with proper equipment and tools. In the event the Owner is dissatisfied with the progress, performance, or timing of the work, the Owner will give the Contractor written notice in which the Owner will specify in detail the cause of dissatisfaction. Should the Contractor fail or refuse to remedy the matters indicated and fail to submit a detailed schedule indicating how the Contractor shall complete the work in the Contract Time remaining within ten(10) days after the written notice is received by the Contractor, the Owner will have the right to take control of the work and either make good the deficiencies of the Contractor itself or direct the activities of the Contractor as the Owner deems advisable, or the Owner may terminate the Contract. In either event, the Owner will be entitled to collect from the Contractor all expenses in completing the work. 11.2 Should an unforeseen or changed site condition arise on a portion of the work, the Contractor shall immediately notify the Owner in writing. The Owner and Engineer will work with the RPA SUPPLEMENTARY CONDITIONS Page 11 of 16 Contractor to resolve such a condition in a fair and equitable manner as soon as possible. However, the Contractor shall continue work on any or all portions of the work that are not directly affected by the unforeseen or changed site conditions or, when directed by the Engineer, the Contractor shall continue work on the disputed portion of the work in confor- mance with the appropriate section of these General Requirements. No claim for additional Contract Price or Time for standby will be allowed. Failure or refusal of the Contractor to continue such work will be cause for the Owner to take control of the work or terminate the Contract as herein provided and to employ such additional help as the Owner deems advisable to maintain progress. The costs of any such work will be deducted from the Contractor's monthly progress payments. The Contractor shall be subject to liquidated damages for any overrun of the Contract Time resulting from his failure or refusal to continue work as described above. 12. REPAIR AND REPLACEMENT QUALITY 12.1 General. Items requiring repair or replacement due to damage or removal or otherwise necessitated during pursuance of the work and which are not otherwise specified herein,shall be repaired or replaced to the following levels of quality. 12.2 Paved and Graveled Roads, Curb and Gutter,Driveways, and Sidewalks. Repair or replacement shall be to a thickness and grade matching the existing condition. Quality of materials and methods shall comply with respective sections of the current edition of the Montana Public Works Standard Specifications. Any removed or damaged pavement markings shall be replaced to match the existing markings. 12.3 Water and Sewer Mains and Services. Repair or replacement shall be in a manner consistent with the existing condition using materials conforming to the Uniform Plumbing Code, the current editions of the Montana Department of Environmental Quality Design Standards, and other requirements of the Montana Department of Environmental Quality. Construction shall also comply with the current edition of the Montana Public Works Standard Specifications. Repair or replacement will not be allowed with materials like the existing installation if they do not conform to the above-referenced standards. 12.4 Electrical,Telephone, Cable TV,Natural Gas,and Petroleum Lines.Repair or replacement shall be to the standards required by the utility owner and at the utility owner's option may be performed by the utility owner with the full cost assessed to the Contractor. 12.5 Lawn Restoration, Fertilizing, and Seeding. All areas disturbed by the Contractor's operations such as, but not limited to, haul roads, loading operations and disposal operations shall be restored by grading to the original contours, sodding, and/or fertilizing and seeding. This will include repair or replacement of all disturbed vegetation to pre-construction standards as required by the Owner and landowner. The seed mixture and fertilizer to be used will be submitted to the Engineer prior to application on the prepared seed bed. The Contractor shall include the cost of this work in the price bid for other items of work, and no separate compensation will be allowed. 12.6 Fences. All fences adjacent to any work site are to be maintained to the satisfaction of the abutting property owners. The Contractor shall notify the landowners of the need to temporarily remove or relocate fences for access to the work and shall coordinate such activities with the respective landowners in regards to removal, relocation, and restoration of fences prior to commencing work. RPA SUPPLEMENTARY CONDITIONS Page 12 of 16 Any fence removed or destroyed during the Contract shall be reinstalled or reconstructed in like kind at no cost to the Owner or the landowner. The cost for this work shall be considered incidental and no additional compensation will be allowed. 12.7 Other Items. Repair or replacement of other items not covered by the preceding shall be to the standards required by the owner of the item and at the owner's option may be performed by the owner of the item with the full cost assessed to the Contractor. 12.8 Decisions Regarding Repair Versus Replacement. The decision of repair versus replacement of an affected item shall be at the discretion of the Engineer upon consultation with the owner of the item. The decision shall be based on a determination of whether repaired quality can equal the quality of a replacement installation.The Engineer's authority shall be final in this regard. 12.9 Limits of Repair or Replacement. The limits of areas to be repaired or replaced shall be determined by the Engineer in the field based on the extent of damage or removal sustained. The determination shall be based on insuring that all damaged or removed portions of the existing installation are fully restored.The authority of the Engineer in this regard shall be final. All work effects outside limits as described in these Contract Documents are subject to repair and replacement quality as described herein. 12.10 Repair by Party Owning or Maintaining Item. The party owning or maintaining the item under consideration shall have the exclusive right to undertake repair or replacement themselves and charge the Contractor for full costs incurred or to direct and supervise the Contractor to repair or replace the item to their standard of quality.The authority of the owner of the item shall be final in this regard. 13. REJECTED WORK Any defective work or nonconforming materials or equipment that may be discovered at any time prior to the expiration of the warranty period,shall be removed and replaced by work which shall conform to the provisions of the Contract Documents. Any material condemned or rejected shall be removed at once from the project site. Failure on the part of the Engineer to condemn or reject bad or inferior work or to note nonconforming materials or equipment on Contractors submittals shall not be construed to imply acceptance of such work. The Owner shall reserve and retain all its rights and remedies at law against the Contractor and its Surety for correction of any and all latent defects discovered after the guarantee period. The Engineer will have the authority to reject work which does not conform to the Contract Documents and will provide the Owner with a list of defective work and nonconforming materials or equipment. The Owner will then promptly provide the Contractor with the list of defective work and nonconforming materials or equipment. 14. PROJECT CLOSE-OUT 14.1 Once the Contractor has completed construction, a substantial completion inspection is held to assess any remaining or corrective work and permit close-out of the Contract. The following conditions must be met before the substantial completion inspection is scheduled: • Work must be substantially complete and fit for its intended purpose. RPA SUPPLEMENTARY CONDITIONS Page 13 of 16 • Contractor must file a Contractor's Certificate of Completion (foi7n found under Miscellaneous Forms in Appendix A) requesting a substantial completion inspection by the Owner and Engineer. 14.2 Following the inspection, the Engineer prepares and signs a Certificate of Substantial Comple- tion and attaches a list of any remaining or corrective work needed based on the inspection. The Certificate is sent to the Contractor, who must complete the listed work. After the Engineer verifies its completion,the construction is considered fully complete. The Owner may also wish to field-verify proper completion. 14.3 Prior to final payment including release of retainage, the Contractor must furnish these items to the Engineer: • Completed Affidavit on Behalf of Contractor(lien release)using the form provided in the Contract Documents under Miscellaneous Forms. • Executed copies of any pending Change Orders or claims. • The final Change Order shall reconcile bid quantities to reflect actual quantities for projects containing unit price items. • Completed,revised and annotated record drawings and survey notes. • Additional Copies of O&M manuals and warranties as specified. • Final Payment Request for balance of Contract Price due. • Completed Consent of Surety Company to Final Payment using the form provided in the Contract Documents under Miscellaneous Forms. • Certification of Payment of Prevailing Wage Rates as/if required by agencies providing funding for the project. Upon receipt and approval of these items, the Engineer will recommend final payment. The retainage will be released with the final payment. 15. GENERAL EQUIPMENT STIPULATIONS 15.1 General. All equipment furnished and installed under this contract shall confoirn to the general stipulations set forth in this section except as otherwise specified in other sections. 15.2 Coordination. Contractor shall coordinate all details of the equipment with other related parts of the Work, including verification that all structures, piping, wiring, and equipment components are compatible. Contractor shall be responsible for all structural and other alterations in the Work required to accommodate equipment differing in dimensions or other characteristics from that shown in the Contract Drawings or Specifications. 15.3 Manufacturer's Experience. Unless specifically named in the Specifications, a manufacturer shall furnish equipment of the type and size specified which has been in successful operation for not less than the past five years. RPA SUPPLEMENTARY CONDITIONS Page 14 of 16 15.4 Workmanship and Materials. A. Supplier shall guarantee all equipment against faulty or inadequate design, improper assembly or erection,defective workmanship or materials,and leakage,breakage or other failure. Materials shall be suitable for service conditions. B. All equipment shall be designed, fabricated, and assembled in accordance with recognized and acceptable Engineering and shop practice. Individual parts shall be manufactured to standard sizes and gauges so that repair parts, furnished at any time, can be installed in the field. Like parts of duplicate units shall be interchangeable.Equipment shall not have been in service at any time prior to delivery,except as required by tests. C. Except where otherwise specified, structural and miscellaneous fabricated steel used in equipment shall conform to AISC standards. All structural members shall be designed for shock or vibratory loads. Unless otherwise specified, all steel which will be submerged, all or in part, during normal operation of the equipment shall be at least 1/4- inch thick. 15.5 Value Engineering. Manufacturer may submit for review and approval proposed modifications to the design, materials or arrangements specified. Request shall clearly state the advantages, cost savings or other reasons for the proposed change. Acceptance of any proposed changes will be the sole discretion of the Engineer as proscribed under the "or equal" and "substitute item" clauses of the General Conditions. 15.6 Seismic Loading Design Provisions. Machinery, equipment, and components such as tanks, piping, and electrical panels, including their supports and anchorages, designed by manufacturers or suppliers, shall be designed in accordance with the provisions of the latest edition of the Uniform Building Code to withstand seismic loads for the Seismic Zone appropriate for the project location in addition to other loads. Design shall be performed by a licensed Montana Professional Engineer familiar with seismic design. Submittals shall be certified, by the Design Engineer, that equipment designs conform to all applicable Uniform Building Code requirements including provisions to withstand seismic loads. 15.7 Single Source. Like items of equipment shall be the end product of one manufacturer in order to achieve standardization. 15.8 Manufacturer's Representative. A. Where specified, manufacturer shall provide a Manufacturer's Representative as required to assist in the installation, adjustment,startup,certification and operational training. B. Manufacturer's Representative shall be an employee of manufacturer who is factory trained and knowledgeable in the technical aspects of the products and systems. C. If the provided Manufacturer's Representative is found deficient in training or experience by the Owner or Engineer, the manufacturer shall furnish another acceptable representative. 15.9 Certification of Compliance. A. Where specified, furnish certification of compliance for products specified to a recognized standard or code prior to the use of such products in the work. RPA SUPPLEMENTARY CONDITIONS Page 15 of 16 1) Engineer may permit use of certain materials or assemblies prior to sampling and testing if accompanied by a certification of compliance. 2) Certifications shall be signed by the manufacturer of the product; state that the components involved comply in all respects with the requirements of the Specifications. 3) Furnish certification of compliance with each lot delivered to the job site and clearly identify the lot so certified. B. Products used based on a certification of compliance may be sampled and tested at any time. The fact that a product is used based on a certification of compliance shall not relieve Contractor of responsibility for incorporating products in the work which conforms to requirements of the Contract Documents. Products not conforming to such requirements will be subject to rejection whether in place or not. C. Engineer reserves the right to refuse permission for use of products based on a certification of compliance. 15.10 Manufacturer's Certification of Proper Installation. Where manufacturer's certification is required in the Specifications, the manufacturer shall provide certification stating the following: A. The product or system has been installed in accordance with the manufacturer's recommendations. B. The product or system has been inspected by a manufacturer's authorized representative. C. Applicable safety equipment has been properly installed. D. Proper electrical and mechanical connections have been made. E. Proper adjustments have been made and the product or system is ready for functional testing, startup, and operation. 15.11 Functional Test Certification. Where a certification of functional testing is specified for certain equipment,Contractor(as applicable to the equipment furnished) shall state in writing that: A. Necessary hydraulic structures,pumps,valves,etc.have been successfully tested. B. Necessary equipment systems and subsystems have been checked for proper installation, started, and successfully tested to indicate they are operational. C. Adjustments and calibrations have been made. D. The systems and subsystems are capable of performing their intended functions. E. The facilities are ready for performance testing, or for startup and intended operation, as applicable. 16. BLASTING Blasting or the use of explosives will not be allowed on the jobsite. RPA SUPPLEMENTARY CONDITIONS Page 16 of 16 SPECIAL PROVISIONS i SECTION IV SPECIAL PROVISIONS CONTENTS 1. PROJECT DESCRIPTION i2. GENERAL............................................................................................................................... 3 3. AWARD OF CONTRACT.......................................................................................I.............. 3 4. PROJECT RELATED CONTACTS....................................................................................... 3 5. CONTRACT TIME AND LIQUIDATED DAMAGES 6. COST LIMTATIONS.............................................................................................................. 4 7. NAMES,PRODUCTS AND SUBSTITUTIONS...................................................................4 8. APPROVAL OF EQUIPMENT AND MATERIAL............................................................... 4 9. BIDDERS QUALIFICATIONS..............................................................................................4 i10. WARRANTY ...................................................................................................................... 5 11. SCHEDULING.................................................................................................................... 5 12. PRECONSTRUCTION CONFERENCE............................................................................ 5 13. UTII..ITIES........................................................................................................................... 5 14. RIGHT OF WAY AND ADJOINING PROPERTIES 15. TRAFFIC CONTROL......................................................................................................... 8 16. MAINTENANCE OF SIGNALIZED INTERSECTION.................................................. 11 17. EROSION CONTROL AND PERMITS........................................................................... 12 18. FEDERAL CLEAN WATER ACT-INDIVIDUAL PERMIT........................................ 13 E 19. STREAM PROTECTION ACT- 124 PERMIT ............................................................... 20. PROTECTION OF EXISTING PAVEMENT.................................................................. 13 21. OPERATION OF WATER VALVES E22. SALVAGABLE ITEMS.................................................................................................... 14 23. ACCESS TO RECORDS................................................................................................... 14 24. CERTIFICATES OF INSURANCE.................................................................................. 14 25. ADDITIONAL INSUREDS.............................................................................................. 14 26. SAFETY STANDARDS ................................................................................................... 15 27. PAYMENTS TO CONTRACTOR.................................................................................... 15 28. GENERAL CONSTRUCTION REQUIREMENTS ......................................................... 16 29. ENGINEERING INTERPRETATIONS 30. CONTINUING PERFORMANCE.................................................................................... 17 31. MATERIALS AND CONTROL TESTING...................................................................... 17 32. CONTRACTOR SURVEY................................................................................................ 19 33. SITE ACCESS...................................................................................................................21 34. CONSTRUCTION FACILITIES f 35. CONSTRUCTION WATER AND DISPOSAL................................................................21 36. GROUNDWATER, DEWATERING AND BYPASS PUMPING...................................22 37. SMOKE AND DUST CONTROL.....................................................................................22 38. SUPERINTENDENT ..............................................23 .......................................................... i39. SANITARY FACILITIES.................................................................................................23 40. USE OF COMPLETED PORTIONS ................................................................................23 41. RECORD DRAWINGS.....................................................................................................23 42. OSHA REGULATIONS....................................................................................................23 SPECIAL PROVISIONS Page 1 of 56 43. SHORING..........................................................................................................................24 44. PETROLEUM CONTAMINATED SOILS ...................................................................... 24 45. CLEANUP......................................................................................................................... 24 46. TEMPORARY PEDESTRIAN ACCESSIBILITY........................................................... 24 47. ASBESTOS........................................................................................................................ 25 48. PROTECT EXISTING TREES......................................................................................... 26 49. SPRINKLER SYSTEMS................................................................................................... 26 50. TOPSOIL...........................................................................................................................27 51. UNSTABLE AREAS......................................................................................................... 27 52. STREET EXCAVATION.................................................................................................. 28 53. FARMERS CANAL.......................................................................................................... 28 54. METAL PIPE ARCH EXTENSION................................................................................. 28 55. SLOTTED DRAIN............................................................................................................ 28 56. EDGE DRAIN...................................................................................................................28 57. WATERTIGHT RCPA JOINTS........................................................................................29 58. ELECTRICAL................................................................................................................... 30 59. FLEXIBLE DELINEATORS............................................................................................ 37 60. FENCING.......................................................................................................................... 38 61. SEEDING .......................................................................................................................... 38 62. SOILS INFORMATION ................................................................................................... 39 63. JOB TRAILER................................................................................................................... 39 64. MEASUREMENT& PAYMENT..................................................................................... 39 SPECIAL PROVISIONS Page 2 of 56 t r i i 1 1. PROJECT DESCRIPTION The proposed work on Baxter Lane extends from North 19a' Avenue to North 7 h Avenue, and includes roadway reconstruction, new corridor lighting with LED luminaires, new storm drain infrastructure, modifications to existing storm drain facilities, utility adjustments, culvert replacement at Farmer's Canal, culvert extension at Mandeville Creels, and signal upgrades at the intersection of Baxter Lane and North 19t' Avenue. The work includes street excavation, i subexcavation, gravel base courses, asphalt pavement, curb and gutter, sidewalk, median islands, storm drain, culvert extensions and replacement, utility adjustments and relocations, street lighting, signal retrofit, signing, pavement markings, topsoil, and seeding. 2. GENERAL All work shall be performed in accordance with applicable sections of the latest edition of the Montana Public Works Standard Specifications, including all addenda, which by this reference are hereby included as part of this specification as modified herein by the City of Bozeman. All correspondence and official authorization concerning the work shall be with the Owner's 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 Contractor's risk at no cost to the Owner. All damages, reparations, and costs incurred during the i progress of unauthorized work shall be the responsibility of the Contractor. c 3. AWARD OF CONTRACT The award of the 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 prescribed herein. The successful Bidder will be notified by letter, mailed to the address shown on the bid, that their bid has been accepted and that they have been awarded a contract. The bid schedules may be awarded as a single total combined contract, may be awarded singly as separate contracts, or any combination of schedules which result in the lowest project cost to the Owner. 4. PROJECT RELATED CONTACTS Wherever in these Documents the word "Owner" appears, it shall mean the City of Bozeman. Owner: City of Bozeman,Montana 20 East Olive Street,P.O.Box 1230 Bozeman,Montana 59771 Contact Person: Robert Murray,P.E. Telephone: (406) 582-2280 Wherever in these Documents the word "Engineer" appears, it shall mean Robert Peccia & Associates. This firm has been duly authorized by the Owner as the Engineer for the engineering design, submittal review, and construction observation and will serve as the "Engineer" for those functions as related to this project. Engineer: Robert Peccia &Associates 3810 Valley Commons Drive, Suite 4 Bozeman,Montana 59718 Contact Person: Staci Venner,P.E. Telephone: (406)284-2665 SPECIAL PROVISIONS Page 3 of 56 5. CONTRACT TIME AND LIQUIDATED DAMAGES 5.1 General. The beginning of the contract time shall be stated in a written Notice To Proceed written by the Owner to the Contractor. In establishing the date when the contract time begins, the Engineer will consider that the contract time begins immediately following delivery of the Notice To Proceed. The contract time will expire automatically by the number of calendar days stated as contract time, except as the contract time may be extended by a change order. A Notice to Proceed may be given at any time within thirty(30) days after the Effective Date of the Agreement. In no event will the Contract Time commence to run later than the seventy-fifth day after the day of Bid Opening or the thirteenth day after the Effective Date of the Agreement, whichever date is earlier. 5.2 Contract Time: Contract time for the entire project is 150 Calendar Days. 5.3 Liquidated Damages: Subject to the provisions of the Contract Documents, the Owner shall be entitled to liquidated damages for failure of the Contractor to complete the work within the specified contract time. Work will be considered complete once substantial completion has been accomplished and all subsequent punch list items have been satisfactorily completed. 5.3.1 The Bidder further agrees to pay liquidated damages for failure to complete the work within the specified contract time and for expenses incurred by the Owner for unscheduled employment of the Engineer during the contract time overrun. 5.3.2 As compensation for non-use, the Contractor shall be assessed a liquidated damage of $500.00 per calendar day for each day that the work remains uncompleted beyond the contract period for that particular Schedule. As compensation for expenses incurred for unscheduled employment of the Engineer, the Contractor shall be assessed an additional liquidated damage as outlined in the Supplementary Conditions. 6. COST LIMTATIONS 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. 7. 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 substitutions shall include complete specifications and descriptive data to prove the equality of the proposed substitutions. Substitutions shall not be made without the written approval of the Owner. No substitutions will be considered until after contract award. 8. APPROVAL OF EQUIPMENT AND MATERIAL The Contractor shall furnish to the Owner or its Engineer for approval the name of the manufacturer of machinery, mechanical and other equipment and materials which they contemplate using in execution of the work, together with the performance capacities and such other information which maybe pertinent or required by the Owner. 9. BIDDERS QUALIFICATIONS The Contractor shall show evidence that they have the finances, organization, and equipment to perform the work with a limited number of subcontractors. SPECIAL PROVISIONS Page 4 of 56 r 10.WARRANTY If, within two years after acceptance of the work by the Owner, any of the work is found to be defective or not in accordance with the Contract Documents, and upon written notice from the Owner, the Contractor shall correct any work beginning within seven (7) calendar days of said written notice. Should the Contractor fail to respond to the written notice within the designated time,the Owner may correct the work at the expense of the Contractor. 11. SCHEDULING Prior to the Preconstruction Conference, the Contractor shall provide the Owner and Engineer the following schedules: 11.1 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 resubmitted as necessary to reflect project changes. 11.2 A Payment Schedule showing the anticipated amount of each monthly payment that is due in accordance with the Construction Progress Schedule. 12.PRECONSTRUCTION CONFERENCE After the Contract has been awarded, but before the start of construction, a preconstruction conference will be held at the site of the project for the purpose of discussing requirements on such matters as project supervision, on-site inspection, progress schedules and reports, payrolls, payment to contractors, contract change orders, insurance, safety, and other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel and a representative from each of the effected utility companies connected with the project on hand to meet with a representative of the Owner to discuss the project and any problems anticipated. Unless previously submitted, the Contractor shall bring the following submittals to the conference: list of proposed Subcontractors; schedule for submitting shop drawings and other submittals; scheduled procurement dates; construction technique submittal forms; and tentative schedule of values. Work shall not start prior to the Engineer's receipt of these submittals. 13.UTILITIES The Contractor shall be responsible for checking with the Owners of the underground utilities such as the City, County, power and telephone companies, etc., as to the location of their underground installations within the project. The Contractor will be solely responsible for any damage done to these installations due to failure to locate them or 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 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 (1-800-424-5555) has been established to facilitate requests for underground facility location information. The Contractor is cautioned that all utilities may not be on this system. The City of Bozeman will locate City water lines, sanitary sewer lines, storm drain lines, and street lighting. SPECIAL PROVISIONS Page 5 of 56 13.1 Notification. The Contractor shall contact, in writing, all public and private utility companies that may have utilities that may be encountered during excavation. The notification shall include the following infoimation: 13.1.1 The nature of the work that the Contractor will be performing. 13.1.2 The time, date and location that the Contractor will be performing work that may conflict with the utility. 13.1.3 The nature of work that the utility will be required to perform such as moving a power pole, supporting a pole or underground cable, etc. 13.1.4 Requests for field location and identification of utilities. A copy of the letter of notification shall be provided to the Engineer. During construction, the Contractor shall keep the utility companies notified of any change in schedule or nature of work that differs from the original notification. 13.2 Identification. All utilities that may conflict with the work shall be the Contractor's responsibility to locate before any excavation is performed. Field markings provided by the utilities shall be preserved by the Contractor until actual excavation commences. All utility locations on the Drawings should be considered approximate and should be verified in the field by the Contractor. The Contractor shall also be responsible for locating all utilities that are not located on the Drawings. 13.3 Removal or Relocation of Utilities. This section applies to electric power, gas, telephone, fiber, and television utilities. Whenever there is a direct conflict between the work being performed and the utility, the utility company shall be responsible to adjust, remove, or relocate the utility, at the expense of the utility company. The Contractor shall coordinate all necessary utility relocation work with the appropriate utility company at no additional cost to the City of Bozeman. 13.4 Public Utilities. Water, sewer, storm drainage, street lighting and other utilities owned and operated by the public entities shall, unless otherwise specifically requested by the utility owner, be removed, relocated, supported or adjusted as required in accordance with these Contract Documents, or the Owner's Standard Specifications when the work involved is not covered by these Specifications. 13.5 Other Utilities. Utilities owned and operated by private individuals, railroads, school districts, associations, or other entities not covered in these Special Provisions shall, unless otherwise specifically requested by the utility owner, be removed, relocated, supported or adjusted by the utility company at the utility company's expense. All work shall be in accordance with the utility owner's directions, or by methods recognized as being the standard of the industry when directions are not given by the owner of the utility. 13.6 Damage to Utilities and Private Property. The Contractor shall protect all utilities and private property and shall be solely responsible for any damage resulting from his construction activities. The Contractor shall hold the Owner and Engineer harmless from all actions resulting from his failure to properly protect utilities and private property. All damage to utilities shall be repaired at the Contractor's expense to the full satisfaction of the owner of the damaged utility or property. The Contractor shall provide the Owner with a letter from the owner of the damaged utility or property stating that it has been repaired to the utility owner's full satisfaction. 13.7 Water Mains and Services. All water mains and services exposed during construction shall be adequately supported and protected from freezing at all times. Sections of water mains shall not be valved off without first giving the Owner sufficient notification and receiving SPECIAL PROVISIONS Page 6 of 56 authorization from the Engineer. Water valve operation is restricted to be by City of i Bozeman personnel only. Contact the City water/sewer department at 582-3200 to schedule. Water mains and services to businesses shall not be shut off at any time. Water mains and ser- vices to private residences shall not be shut off for more than 3 hours,unless otherwise permitted in writing by the Owner. All affected water service customers shall be notified by the Contractor in advance of any interruption of service. ( Whenever a water main or service is damaged as a result of the Contractor's operations, the Contractor shall take immediate steps to repair the damage and disinfect all water mains and ( services contaminated as a result of the damage. 13.8 Maintenance of Flows. Adequate provisions shall be made for maintaining the flow of ` sewers, drains, and water courses encountered during construction. Culverts, ditches, and structures which are disturbed by this construction shall be satisfactorily restored to their original condition upon completion of the work. 13.9 Structures. The Contractor shall prevent damage to existing buildings or structures near the work. Contractor is responsible for determining whether work will potentially affect existing buildings or structures. In the event of such damages, the Contractor shall repair them to the satisfaction of the owner of the damaged structure at no cost to the Owner. 13.10 Overhead Utilities. The Contractor shall use extreme caution to avoid a conflict to, contact with, or damage to overhead utilities, such as power lines, street lights, telephone lines, television lines,poles, or other appurtenances during construction of this project. 13.11 Buried Gas and Petroleum Lines. The Contractor shall provide some means of overhead support for buried gas and petroleum lines exposed during trenching to prevent rupture in case of trench caving. 13.12 Pavement Removal. Where trench excavation or structure excavation requires the removal of curb and gutter, concrete sidewalks, or asphalt or concrete pavement, the pavement or concrete shall be cut in a straight line parallel to the edge of the excavation by use of a spade- bitted air hammer, concrete saw, colter wheel, or similar approved equipment to obtain a straight, square clean break. 13.13 Survey Markers and Monuments. The Contractor shall protect and not disturb any survey marker or monuments, such as those that might be located at lot or block corners, property pins, or the intersection of street monuments. Such protection shall include markings with flagged high lath and close supervision. No monuments shall be disturbed without prior approval of the Engineer. Any survey marker or monument that is disturbed by the Contractor during the construction of the project shall be replaced at no cost to the Owner by a licensed Professional Land Surveyor licensed in the state of Montana per MCA 70-22-115. 13.14 General. The Drawings show utility locations based on One-Call locates and information provided to the Engineer by others. The Engineer cannot guarantee their accuracy. The Contractor shall immediately notify the Engineer of any discrepancies with utility locations as shown on the Drawings and/or the bury depths that may in any way affect the intent of construction as scoped in these Contract Documents. 13.15 Current Status. Utility relocation work is not complete and will not be complete as of the contract award date. The Contractor must coordinate project work with utility company relocation activities until the utility relocation work is complete. Under no circumstances will a delay in relocating utility facilities be considered as justification for additional compensation. SPECIAL PROVISIONS Page 7 of 56 Should unforeseen circumstances arise which substantially delay the utility relocation work, and the delay results directly in a delay to the project work, the Contractor may submit a written request to the Owner for a time extension. Centurylink, Zayo, and Montana Opticom will have to adjust their facilities at conflicts with new storm drain, culverts, and ditches. Other adjustments include pedestals, vaults, and handholes. Coordinate with utility companies to determine conflicts and sequencing. For utilities to remain in place, the Contractor shall locate, support, and maintain the facilities during excavations, storm drain or other facility installation, and backfill operations. 13.16 Utility Contacts. • Centurylink: Jana Jones 406-441-7500 • Charter: Jared Phillips 406-570-0935 • Northwestern Energy: Cammy Dooley 406-539-2359 • Montana Opticom: John Fitzwilliam and Rease Burk 406-600-8657 • Zayo: Phillip Larson 13.17 Gas Line Requirements. Notify Northwestern Energy for all work within ten feet of the existing 12" gas main. The existing steel crossing at Sta. 149+20 will remain in place. The depth of the existing gas line as shown on the Drawings is approximate. For all work within one foot of the gas line, do not use any vibratory equipment. Obtain approval from Northwestern for all equipment and methods for any work within one-foot of the gas line. The existing gas line crosses the new storm drain at 149+25 RT. The existing gas line will be located within the bedding for the new storm drain pipe, and within the one-foot zone. 13.18 Payment. All costs associated with items of work under this special provision are incidental and to be absorbed in other project costs with no additional payment from the Owner. 14.RIGHT OF WAY AND ADJOINING PROPERTIES The Contractor shall contain all construction operations within the construction permits, easements, and right — of— way areas as shown on the Drawings, unless written approval is secured from the landowner of the private property. 15. TRAFFIC CONTROL 15.1 General. The Contractor shall schedule his construction operations in a manner which will assure that: 1) the safety and convenience of motorists and pedestrians, and the safety of construction workers, are adequately met at all times; and 2) the project is completed in a manner most beneficial to the project as a whole. All signing and striping shall conform to the standards set forth in the Manual of Uniform Traffic Control Devices (MUTCD). All signing, barricades, and other traffic control measures shall be provided by the Contractor. 15.1.1 For work on Baxter Lane between Commerce Way and North 7`h Avenue, traffic control shall be provided in full compliance with the MUTCD. Control shall include signing, flag-persons,barricades, temporary signals, temporary pavement markings,night time lighting, and hazard markers. At the conclusion of daily construction activities, the Contractor shall ensure that proper traffic control measures remain in effect overnight and through the weekend. This includes protecting all open excavations and hazards. SPECIAL PROVISIONS Page 8 of 56 The Contractor may close sections of Baxter Lane with the approval of the Owner and Engineer. Access to businesses, residences, schools, and for emergency vehicles shall be provided at all times, as detailed in the approved Traffic Control Plan. 15.1.2 For work at the Baxter intersections of North 19d'Avenue and North 7d'Avenue, ` meet traffic control requirements in Section 618 of the MDT Standard Specifications. Maintain four lanes of through-traffic on North 191 Avenue and North 7t'Avenue at all times. Schedule operations to minimize the duration of construction activities at the intersections. Adhere to the provisions for Maintenance of Signalized Intersection and ` Temporary Pedestrian Accessibility. f 15.2 Traffic Control Plan. Prior to any construction, the Contractor shall prepare and submit two detailed traffic control plans. One plan is for Baxter Lane from Commerce Way to North 71' ( Avenue, subject to approval by the Owner and Engineer. The second plan is for the intersection of Baxter Lane and North 19' Avenue subject to approval by the Montana Department of Transportation, Owner, and Engineer. No work may commence until all approvals of the traffic plans have been secured. Prepare and submit additional Traffic Control Plans to the Engineer for approval for all major changes in sequencing. Address contingencies in the submitted plan. Limit inconvenience to the traveling public as much as practicable and account for the safety of both the traveling public and project personnel. i The plan shall include, at a minimum,the following: • Calendar time periods of proposed traffic interruptions and control; • Locations, spacings, and specifications for signs, markers, barricades, barrier rail, attenuators, temporary pavement markings, and traffic control devices including references to MUTCD; • Locations for flag-persons, along with anticipated dates and hours of use; • Routing and signing of detours; • Temporary signal layout and specifications as necessary; • Night time lighting locations and specifications as necessary; • Temporary shoulder widening. Both plans shall meet MUTCD, MPWSS, and City of Bozeman Modifications to MPWSS Traffic Control provisions. However, the Baxter and 19t' Avenue traffic control plan shall also meet the requirements of Subsection 618.03.2 of the MDT Standard Specifications and MDT Detailed Drawings. MDT has 20 business days to review the submittal before returning to the Contractor. MDT has another 20 business days to review the traffic control plan returned for correction and that are re-submitted for review. 15.3 Temporary Barrier. The Contractor shall furnish, install, maintain, relocate, and remove temporary concrete barrier rail and temporary attenuators to protect traffic when construction activities expose high risk horizontal and vertical hazards, obstacles, fixed objects, or blunt ends located within the construction clear zone. The construction clear zone is six feet wide measured from the edge of traveled way. Barrier flare rates shall be 9:1 or flatter. Furnish concrete barrier rail compliant with the National Cooperative Highway Research Program Test Report 350 (NCHRP 350) requirements, and submit documentation of compliance to the Engineer seven calendar days prior to installation. SPECIAL PROVISIONS Page 9 of 56 Terminate all ends of the concrete barrier rail with temporary impact attenuators when ends are located inside the construction clear zone. Furnish attenuators, including transition sections that meet NCHRP 350 or MASH crash test requirements and provide proof of compliance to the Engineer seven calendar days prior to installation. The attenuator must be installed at the same time as the obstacle. Maintain at least one complete set of repair parts on the project at all times to repair or replace attenuators, which may be damaged during construction. Attach the attenuator to the barrier rail using the manufacturer's approved transition section. Follow manufacturer's instructions and guidance during installation. Furnish and install all transitions and mounting hardware. Repair or replace damaged attenuators within 12 hours. 15.4 Notifications. The Contractor shall coordinate with and notify adjacent land owners, tenants, Police Department, Fire Department, ambulance service, bus company, garbage and recycling services, Post Office for mail delivery, Montana Department of Transportation, and City of Bozeman Public Works Department at least 24 hours in advance regarding changes in traffic control routing, sequencing, detours, periods of delay, areas of limited access, incidents, and any closures. The Owner shall be responsible for updating City of Bozeman social media sites and providing local news outlet sites with the information throughout the project. 15.5 Access. 15.5.1 Commercial Driveways. The Contractor shall not close any commercial access. Provide 48-hour advanced notice to the Owner, MDT, Engineer, tenant, and landowner for any work at the driveways. The Contractor shall maintain all existing accesses to each business during construction. Maintain a minimum driveway width of 12-feet. Provide temporary culverts or an alternate approach for each impacted parcel as necessary. Provide access for mail delivery, commercial deliveries, and garbage service for all parcels. 15.5.2 Residential Driveways. The Contractor shall not close any private access. Provide 48-hour advanced notice to the Owner, Engineer, tenant, and landowner for any work at the driveways. The Contractor shall maintain at least one access to each residence during construction. Maintain a minimum driveway width of 12-feet. Provide temporary culverts or an alternate approach for each impacted parcel as necessary. Provide access for mail delivery, commercial deliveries, and garbage service for all parcels. 15.5.3 Bus Stops. Maintain access to existing Streamline bus stops at all times during construction. Coordinate construction work along bus routes 48 hours in advance with the Streamline representative,Dan Martin of Karst Stages at 406-556-3522. 15.5.4 Pedestrian Access. Maintain access along existing pedestrian facilities and crossings at all times during construction. Adhere to the Temporary Pedestrian Accessibility provision. 15.6 Sequencing. Culverts, storm drainage, and traffic signals may be installed prior to grading operations. Sequence drain installations and removal, and drainage ditch construction so as to drain existing water, to restrict water from entering the construction area, and to promote positive drainage throughout construction. During the placement or removal of all culverts and drains, maintain irrigation(during the irrigating season) and drainage flow. If a temporary drain or culvert is necessary, provide a culvert designed to handle Q10 flows and of adequate structural strength. Remove the temporary drains when construction is complete. All items of culvert installation including temporary channel changes, construction phasing, detours, SPECIAL PROVISIONS Page 10 of 56 embankment widening and temporary drains necessary for the placement and/or removal of culverts and drains is the Contractor's responsibility. Unless otherwise specified, all work required for the installation of the drainage items, irrigation, culverts and the perpetuation of water flow including irrigation ditch changes, temporary pipe installations, and construction, maintenance and removal of detours, temporary embankment f widening and removal, and temporary culvert extensions, and all other incidentals are to be included in the cost of other items,with no additional compensation. When the present traveled way is temporarily disturbed prior to grading operations to install drainage features, replace upper elevations of cuts and trenches with base course and compact to ` at least original thicknesses. Repair and maintain street sections opened for drainage construction with a minimum of 0.20-foot thickness of bituminous surfacing to provide a smooth riding surface. Costs of replacing surfacing and maintaining temporary patches are included in the cost of drain bid items,with no additional compensation. Provide detours or temporary shoulder widening as necessary to meet minimum traffic lane widths when removing or installing culverts at no additional cost to the Owner. Design detours and tapers to meet standards for a 25 mph construction zone design speed and supply the detour designs to the Owner and Engineer for approval at least 10 working days before commencing with the construction of the detour or widening. Provide traffic gravel and apply aggregate treatment to all detours.The Owner will not incur any costs for detours. 15.7 Barricades and Warning Lights. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by means of barricades on which shall be placed, mounted, or affixed acceptable warning signs. Barricades shall be located at the nearest 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 0 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 protected. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be illuminated from sundown to sunrise. 15.8 Winter Shutdown. Obtain approval from the Owner and Engineer prior to the anticipated winter shutdown period. Construct road sections through at least the first lift of asphalt if they will be subject to traffic during periods of winter shutdown. Provide a minimum 24-foot wide asphalt paved surface acceptable to the Owner and Engineer for all traffic-carrying surfaces during winter shutdown. Prepare and submit a Winter Shutdown Traffic Control Plan to the Engineer for approval. Include the cost of any temporary pavement in the cost of other items, with no additional compensation. 15.9 Payment. All work described in this provision is paid for at the lump sum bid price for Traffic Control. Temporary pavement markings, if necessary based on winter shutdown, are paid at the lump sum bid price of Temporary Pavement Markings. The Owner may charge the Contractor Liquidated Damages, as described in provision 5.3, when the Contractor does not adhere to the requirements of this provision. 16.MAINTENANCE OF SIGNALIZED INTERSECTION Work under this provision consists of maintaining a functional traffic signal at all times during construction at the intersection of Baxter Lane and North 19th Avenue. This intersection is under SPECIAL PROVISIONS Page I I of 56 the jurisdiction of the Montana Department of Transportation. The responsibility for the existing traffic signals continues with the agency normally responsible for the traffic signal until work begins. The Contractor shall maintain the existing traffic signal once work begins. The Contractor is responsible for modified traffic signals placed in service until the project is accepted. Provide in writing the names and phone numbers of person responsible for the operability and maintenance to the jurisdictional law enforcement agency, the Engineer, and the Owner,in case of signal malfunction. Use the existing signal, a temporary signal system and/or portable traffic signals to maintain the signalized intersection. If traffic is shifted or when existing signals become inoperable, provide signals capable of being moved and adjusted so they will be over the lanes of traffic. Submit a plan detailing how the signal system will be kept in operation during the various stages of construction to the Engineer and MDT at least two weeks prior to beginning work. Temporary signal timing and operations changes must be approved by the Owner and Montana Department of Transportation. Submit the proposed signal timing and/or operations changes in writing to the Engineer at least one week prior to the proposed changes occurring. Include all costs for labor, equipment, supplies and other items necessary to keep the traffic signal system functioning at the signalized intersection in the cost of other signal items. No separate measurement or payment is made for work under this provision. 17.EROSION CONTROL AND PERMITS The Contractor is responsible for proper disposal of all waste soils and materials unless otherwise directed herein. Where waste materials are disposed of 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 erosion control, material placed in wetlands, and floodplains. The Contractor shall dispose of all refuse and discarded material in an approved location. The Contractor shall comply with all laws and regulations of the Montana Department of Environmental Quality (MDEQ), Fish Wildlife and Parks, and with all other federal, state, and local laws and regulations controlling pollution of the environment. The Contractor shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. In addition, the Contractor shall conduct and schedule his operations to avoid muddying, or silting of rivers, streams, or impoundments. Particular care will be required to prevent trench spoils from entering streams or watercourses. Under no circumstances will equipment be allowed to operate in flowing stream channels. Sediment control provisions shall be used whenever work is conducted adjacent to drainages or watercourses to control silt in runoff. Adequate silt barriers or sediment traps shall be used to comply with statutory requirements for all stream-side work, both during and after working hours. Measures used may include staked straw bales, sediment ponds, and/or staked silt fence (Mirafi "Enviro-Fence", or equal). Sediment control measures shall be considered incidental to the Erosion Control and Permits lump sum bid item. The Contractor will be solely responsible for the selection and implementation of sediment control measures to assure compliance. The Contractor's specific attention is directed to the Montana Water Pollution Control Act and the Montana Stream Preservation Act. The Contractor is responsible for obtaining any required SPECIAL PROVISIONS Page 12 of 56 permits associated with erosion control and groundwater dewatering operations. Contractor's responsibility includes cleanup and restoration of detention and discharge areas. The project is within the Bozeman MS4. Contact Kyle Mehrens (406-582-2270), City of Bozeman Storm Water Coordinator, prior to construction for storm water management requirements. The project disturbance area is greater than 1 acre. The Contractor will be required to submit a Notice of Intent (NOI) & Storm Water Pollution Prevention Plan (SWPPP) to MDEQ for compliance with the General Permit (Storm Water Discharge Associated with Construction Activity). Efforts and costs associated with securing these permits shall be ` included in the lump sum bid price for Erosion Control and Permits. 18.FEDERAL CLEAN WATER ACT-INDIVIDUAL PERMIT The Contractor shall follow the provisions of the Federal Clean Water Act, including requirements of the Section 404 Individual Permit obtained for permanent stream and wetland impacts for this project. See Appendix C in these Contract Documents for additional requirements and permit information. Adhere to applicable permit conditions and/or NWP Fact Sheets, Regional Conditions, and 401 Certification requirements. Obtain an additional permit for temporary facilities and/or construction activities that are not covered by the Individual Permit obtained by the Owner for the permanent improvements. These construction activities may include, but are not limited to, temporary work pads, cofferdams, diversions, temporary fills and berms, haul roads, and other work that involves placement of fill or dredged materials into waters of the United States Prepare the application and submit to the Engineer and Owner for review and submittal to the Corps of Engineers. Z Work in this provision is incidental to the Erosion Control and Permits bid item, and no separate measurement or payment is made. 19. STREAM PROTECTION ACT- 124 PERMIT The Contractor shall follow the requirements of the Montana Stream Protection Act (SPA) for the 124 Permit obtained for permanent stream impacts for this project. The SPA permit is administered by Montana Fish, Wildlife and Parks (FWP). See Appendix D in these Contract Documents for additional requirements and permit information. ! Obtain an additional permit for temporary facilities and/or construction activities that are not covered under the SPA 124 permit obtained by the Owner for the permanent improvements. These activities may include,but are not limited to,temporary work pads, cofferdams,temporary detours, diversions, removal and disposal of existing structures, temporary fills and berms, haul roads, and other work that involves work in streams. Prepare the application and submit to the Engineer and Owner for review and submittal to FWP. Work in this provision is incidental to the Erosion Control and Permits bid item, and no separate measurement or payment is made. 20.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 project. Any damages to pavement shall be corrected by the Contractor to the satisfaction of the Engineer at no additional cost to the Owner. SPECIAL PROVISIONS I Page 13 of 56 I 21. OPERATION OF WATER VALVES All existing 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. See Provision Subsection No.13.7 for additional requirements. 22. SALVAGABLE ITEMS Any existing items removed from the project under the terms of this contract shall remain the property of the City of Bozeman, or MDT as shown on the Drawings, and shall be delivered to a site specified by the City of Bozeman or MDT. Should MDT or the City of Bozeman choose not to accept any salvageable items,then the Contractor shall dispose of those items at his expense at a site or landfill per statutory regulations. Work in this provision is incidental to the various items of work, and no separate measurement or payment is made. 23.ACCESS TO RECORDS The Contractor shall allow access to any books, documents,papers, or 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, or transcriptions. 24. CERTIFICATES OF INSURANCE See also RPA Supplementary Conditions for additional Insurance requirements. The Contractor is responsible for providing the Owner with copies of Certificates of Insurance as discussed in Paragraph 5.03.A of the General Conditions. Failure of the Owner to demand such certificates or other evidence of full compliance with the insurance requirements outlined in the General Conditions and RPA Supplementary Conditions, or failure of the Owner to identify a deficiency from evidence provided, shall not be construed as a waiver of Contractor's obligations to maintain such insurance. By requiring the insurance and insurance limits specified, the Owner does not represent that coverage and limits will necessarily be adequate to protect the Contractor; and such coverage and limits shall not be deemed as a limitation on the Contractor's liability under the indemnities granted to the Owner in the Contract Documents. 25.ADDITIONAL INSUREDS In accordance with the insurance requirements outlined in the General Conditions and RPA Supplementary Conditions the following entities shall be included as additional insureds: OWNER: City of Bozeman,Montana ENGINEER: Robert Peccia and Associates ENGINEER'S CONSULTANTS: SK Geotechnical,RESPEC LANDOWNERS GRANTING EASEMENTS: Montana Department of Transportation Parcel 13—Home Depot Development Parcel 14—Montana Growth Opportunities LLC Parcel 16—Montana Keystone Ventures LLC Parcel 17—TCIP Partnership Use the Additional Insured Endorsement CG 20,32 or equivalent acceptable to the Owner. SPECIAL PROVISIONS Page 14 of 56 s 26. SAFETY STANDARDS The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons (including employees) and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), and all other applicable federal, i state, county, and local laws, ordinances, codes, and regulations. Where any of these are in conflict, the more stringent requirement shall be followed. The Contractor's failure to thoroughly familiarize himself with the safety provisions shall not relieve him from compliance with the obligations and penalties set forth therein. The Contractor shall develop and maintain for the duration of this contract a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. The duty of the Engineer to conduct construction review of the work does not include review or approval of the adequacy of the Contractor's safety program, safety supervisor, or any safety r measures taken in, on, or near the construction site. The Contractor, as a part of their safety program, shall maintain at their office or other well- known place at the jobsites, safety equipment applicable to the work as prescribed by the authorities, all articles necessary for giving first-aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of persons (including employees)who may be injured on the jobsite. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Owner and the Engineer. In addition, the Contractor must promptly report in writing to the Owner and the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to,the site, giving full details and statements of witnesses. If a claim is made by anyone against the Contractor due to any accident, the Contractor shall promptly report the facts in writing to the Owner and the Engineer, giving full details of the claim. The Contractor shall take all necessary provisions for safe handling of chemicals and potentially hazardous wastes, including developing safety plans, providing emergency and p decontamination services, and developing spill containment procedures. 27.PAYMENTS TO CONTRACTOR 27.1 General. This section supersedes the sections of the General Conditions pertaining to payments to the Contractor, to be in compliance with MCA 28-2-2103 as amended on October 1, 2003. If an alternate billing, approval, and/or payment cycle is required for this project those provisions are discussed in the "Instructions to Bidders" section of these Contract Documents, and shall supersede this section on Payments to the Contractor. 27.2 Application for Partial and Final Payment. The Contractor shall prepare and submit four copies of the Application for Payment on a monthly billing cycle. At the preconstruction conference, it will be agreed upon which day of the month this application should be submitted so that it coincides with the Owner's billing approval and payment schedule. After the first partial payment request is submitted the Contractor shall submit their subsequent applications on the same date each month for the duration of the project. SPECIAL PROVISIONS Page 15 of 56 After the Contractor submits their Application for Payment, the Owner will have twenty-one (21) calendar days to review and approve payment for the entire amount of the request, or the undisputed portion of the request. During this same time period the Engineer will review the payment request and make recommendations to the Owner on the items which the Engineer approves for payment, and which items are in dispute. Items which are in dispute will be documented in writing and provided to the Contractor for correction and resubmission on subsequent payment requests. The undisputed portion will be approved for payment, and will be paid within twenty-one (21) calendar days after approval. Five percent retainage of all partial payments will be withheld from payment until the completion of the project as shown in the Measurement&Payment section of these Provisions. The Final Application for Payment, including release of the five percent (5%) retainage, may only be submitted after the Engineer has signed the Certificate of Substantial Completion and all punch list items have been addressed as described in the Supplementary Conditions. 28. GENERAL CONSTRUCTION REQUIREMENTS 28.1 Quality Assurance. The Engineer will monitor the construction of work to determine if the work is being performed in accordance with the contract requirements. The Engineer does not have the authority or the means to control the Contractor's methods of construction. It is, therefore, the Contractor's responsibility to utilize all methods, equipment, manpower, and other means necessary to assure that the work is installed in compliance with the Drawings and Specifications, and laws and regulations applicable to the work. All buried work items shall be installed in the presence of the Engineer or may not be considered for payment. 28.2 Grade and Alignment. The Engineer provided original control benchmarks for project. The Contractor shall provide, with his own equipment, tools, material, and labor, additional control benchmarks as necessary, and all intermediate line and grade control to install the work within the tolerances specified. The Contractor shall calibrate and maintain all line and grade control equipment, including transits,levels, and lasers periodically to assure their accuracy. 28.3 Tolerances. Construction tolerances for the work, shall be as outlined in the Technical Specifications. 28.4 Construction Limits. Construction limits are shown on the Drawings. Disturbance and equipment access beyond this limit is not allowed without the written approval of the Engineer and landowner of the affected property. If so approved, disturbance beyond construction limits shall meet all requirements imposed by the landowner; this includes existing roads used and/or improved as well as the construction of new access roads. Special construction, reclamation, or other closure provisions required by the landowner on access roads beyond the construction limits shall be performed by the Contractor at no additional cost to the Owner. 28.5 Areas of Disturbances. Approved areas of disturbance are those areas disturbed by construction activities within the construction limits and along designated or approved access routes. Such areas shall require reclamation and revegetation operations, including grading, topsoiling with salvaged or imported topsoil, seeding, and fertilizing, as specified herein. Other areas that are disturbed by the Contractor's activities outside of the limits noted above will be considered as site damage or unapproved areas of disturbance subject to the repair and replacement quality as specified herein. Such areas will also require the reclamation and revegetation operations noted above and as specified herein, but costs of such work shall be SPECIAL PROVISIONS Page 16 of 56 V borne by the Contractor. This includes areas selected by the Contractor outside the defined construction limits for mobilization, offices, equipment, or material storage. The Contractor shall order sufficient materials to perform the required work for all areas of disturbance. The Owner will pay for revegetation work in all approved areas of disturbance. The Contractor will pay for the revegetation work in all unapproved areas of disturbance. 29.ENGINEERING INTERPRETATIONS The Engineer will have a Resident Project Representative (RPR) readily available to the project during the construction period, who has the authority to make judgment calls on matters dealing s with interpretation of the Drawings and Specifications. The RPR shall have the right to take twenty-four hours to confer with the Engineer before giving said decision. When the decision affects a plan design or specification change,more time may be required than twenty-four hours to gain the necessary Owner and funding source participation in the decision process, including time for formal change order preparation as required. 30. CONTINUING PERFORMANCE c This section supplements the procedures set forth in the General Conditions to be followed in the event that any part of the work or any change thereto becomes disputed. Resolution of unresolved disputes is discussed in the General Conditions. i The Contractor shall continue to actively execute all work. Failure of the Contractor to actively and effectively execute the work shall be sufficient grounds for the Owner to terminate the services of the Contractor, as provided in Section 15.02 of the General Conditions. However, a 10-day notice of termination shall be given only once. Resumption of the work by the ( Contractor, after receiving notice of termination, will not reinstate the 10-day notice period; and the Owner may at any time after the 10-day period immediately take whatever action the Owner deems necessary to maintain the construction schedule, at the Contractor's expense. 31. MATERIALS AND CONTROL TESTING All work will be tested and inspected for compliance with the Contract Documents. Complete payment will not be made until the Contractor has demonstrated that the work is complete and has been performed as required. If the Engineer detects a discrepancy between the work and the requirements of the Contract Documents at any time, up to and including final inspection, such work will not be paid for until the Contractor has corrected the deficiency. 31.1 The Owner's Testing Company shall be responsible for the following testing: • Compaction and density testing • Concrete testing • Asphalt pavement testing including coring The Engineer shall coordinate and schedule testing services. The Contractor shall provide at least 24-hour notice for required tests to be performed. Neither tests made by the Engineer or the Owner's Testing Company will relieve the Contractor from his obligation to perform the work and all testing requirements in accordance with the Technical Specifications. The Owner's Testing Company will be paid directly by the Owner. 31.2 The Contractor shall be responsible for and pay for the following testing: SPECIAL PROVISIONS Page 17 of 56 31.2.1 Dates of acceptable tests for water mains, which shall include hydrostatic and leakage testing and bacteriological testing. These tests shall be conducted by the Contractor in the presence of the Engineer. The written test results shall be provided to the Engineer prior to acceptance of the water main. 31.2.2 Elevations shall also be recorded and provided for the top of water main at 50' intervals. The Contractor shall cooperate with the Engineer to document these elevations, including providing the equipment necessary to shoot the elevations. The Engineer will have a representative on-site to record the data as the pipe is being installed. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure that adequate documentation is obtained. 31.2.3 Verification that all thrust blocking is installed in accordance with the approved plans and specifications. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure adequate documentation is obtained. 31.2.4 Mix designs for Portland cement concrete, asphaltic concrete pavement, and flowable fill. 31.2.5 Soils and aggregate materials tests, including but not limited to Proctors, sieve analysis, abrasion,moisture content, gradations, etc. 31.3 Acceptance/Correction of Deficient Pavements. Materials, compaction, densities, or other construction items which do not meet the requirements of these specifications shall be replaced and retested at the Contractors' expense. Acceptance tests shall be evaluated by the Engineer for conformance with the Specifications. The Engineer shall determine what corrective action is necessary in order for the improvements to be accepted by Owner. Corrective action may include total removal and replacement of the deficient material, partial removal and replacement, placing additional material, or in lieu of corrective action,payment of a penalty to the Owner in certain instances. 31.3.1 Portland Cement Concrete. If an individual strength test (average of two cylinders tested at 28 days) falls below the specified strength by more than 500 psi, the in-place material represented by the failed test shall immediately be randomly cored for acceptance testing. A minimum of three and maximum of six cores shall be taken. If the average strength tests of the acceptance cores are deficient in strength by more than 500 psi but not more than 1000 psi, the Contractor shall remove and replace the deficient concrete or pay the City of Bozeman 0.25 times the unit price bid times the area determined to be deficient in strength; if the average strength tests are deficient by more than 1000 psi, the area of the concrete determined to be deficient shall be removed and replaced. 31.3.2 Asphaltic Concrete Pavement. The asphaltic concrete pavement shall be tested and evaluated for acceptance on a lot basis,with one lot being 1,000 tons of material. 31.3.2.1 Thickness. If the average thickness of the pavement cores is more than '/a" below the plan thickness, or if any one individual core is more than %z"below the plan thickness, corrective action or payment of a penalty will be required. a. Average Thickness Deficiencies. If the average thickness deficiency is between '/a" and %z", corrective action such as placement of additional SPECIAL PROVISIONS Page 18 of 56 material (i.e. overlay or chip seal), as determined by the Engineer, will be required. In lieu of placing additional material, the Engineer may allow the ` payment of a penalty to the Owner in the amount of 0.25 times the unit price bid of the asphalt pavement times the amount of pavement determined to be deficient. If the average thickness deficiency is more than %2", an overlay will be required, along with cold milling of the existing pavement to provide for a minimum overlay thickness of 1.5". b. Individual Core Thickness Deficiency. If any one core thickness is determined to be more than %2"below plan thickness, additional cores shall be taken at 10-foot intervals parallel to the centerline in each direction from the affected location until, in each direction, a core is found which is not deficient by more than '/a", in order to determine the extent of the deficient pavement. If the thickness deficiency is more than W', the area that is deficient shall be removed from pavement edge to pavement edge and replaced to bring the non-complying areas to planned thickness. If the thickness deficiency is not more than W', the deficient area will either be removed and replaced to the planned thickness, or a penalty will be paid to the Owner in the amount of 1.5 i times the unit price bid times the amount of pavement that is deficient in thickness. 31.3.2.2 Densi . The average density of the pavement cores shall equal or exceed 93%of the maximum density as determined by ASTM D2041 (Rice's density). If the average density is less than 93% but more than 90.9%, the pavement that has `. deficient compaction shall be milled and overlaid (1.5" minimum depth), or a penalty in the amount of 0.10 times the unit price bid for the pavement material times the amount of pavement that has deficient compaction shall be paid to the Owner. If the average density is 90.9% or less,the pavement area affected will be removed and replaced or overlaid as determined by the Engineer. If any one core is determined to have a density of less than 86%, additional cores shall be taken at 10-foot intervals parallel to the centerline in each direction from the affected location until, in each direction, a core is found which has a density of at least 91%. The area that is determined to have deficient compaction shall be removed from pavement edge to pavement edge and replaced, or a penalty will be paid to the Owner in the amount of 1.5 times the unit price bid times the amount of pavement that is deficient in density. 32. CONTRACTOR SURVEY The Contractor will be responsible for all layout and construction staking utilizing the Engineer's existing control and coordinate data for street, sidewalks, monuments, manholes, and any other construction which requires surveying. Dimensions and elevations indicated in lam of work shall be verified by the Contractor. Discrepancies between Drawings, Specifications, and existing conditions shall be referred to the Engineer for adjustment before work is performed. Existing Control: The Engineer has set survey control (horizontal and vertical) for use in the design and construction of these improvements. A listing of the coordinates and vertical elevation for each of these control points is included in the Drawings. From these control points the Contractor shall layout the work by establishing all lines and grades at the site necessary to SPECIAL PROVISIONS Page 19 of 56 construct the work and shall be responsible for all measurements for the execution of the work to the location and limit marks prescribed in the Specifications or on the Contract Documents. Several of the Engineer's control points may have been disturbed or accidentally removed before contractor layout begins. The Contractor will be responsible for verifying the accuracy of all control points and laying out all critical project points with the remaining control points. The Contractor will be responsible for preserving and protecting the survey control until proper referencing by the Contractor has been completed. Any survey control obliterated, removed, or otherwise lost during construction will be replaced at the Contractor's expense. Any claims relating to survey location or construction staking accuracy must be supported by original control point data and verified in the field to the satisfaction of the Engineer. The Contractor will utilize the services of a Professional Land Surveyor, currently licensed in the State of Montana, for the construction staking for this project. Minimum project staking frequencies are as follows: 32.1 Mains: All utility mains shall be staked with offset hubs every 50 feet with elevation and cut/fill and station information clearly identified. In addition, all services, laterals, tees, fittings, stub-outs, angle breaks, valves, hydrants, curb stops, manholes, drain inlets, area drains and caps (for both services and mains) shall be staked with two aligned offset hubs with cut/fill and station information to pipe inverts clearly identified. 32.2 Roadway and Sidewalk Elements: All subgrade surfaces shall be staked (with blue tops) every 50 feet longitudinally and at all horizontal and vertical control points. All base/subbase course gravel surfaces shall be staked (with blue tops) every 25 feet longitudinally and at all horizontal and vertical control points. When in cut or fill sections, exceeding 2 feet in depth from existing at centerline, slope staking shall be provided every 25 feet longitudinally. 32.3 Curb and Gutter: All curb and gutter and curb cuts shall be staked at a minimum every 25 feet and at all horizontal and vertical control points, with one offset hub with cut/fill values referenced to,full height curb. When possible, curb radius points shall be staked with a hub (no elevation or cut/fill information required). 32.4 Other Elements: Other staking elements to include right-of-way lines, construction permit lines, easements, utility relocations, pipes and culverts, manholes and inlets, edge drains, storm water ponds, retaining walls, driveways, median islands, alignments, A.D.A. ramps and detectable warning panels, mailboxes, fences, monument boxes, signs, electrical and lighting features, signal items,pavement markings,wetlands including impact limits, and tree removals. The Contractor will field verify the vertical elevation of all system manholes and inlets. The Contractor will not order manholes and inlets until the field verification of rim elevations and exploratory excavations are complete and furnished to the Engineer for verification. The Contractor shall be aware of property pins and monuments. If damaged,the Contractor shall replace the pins and monuments using a Professional Land Surveyor at no additional cost to the Owner. The Contractor shall file a corner record for all monuments in accordance with MCA 70- 22-115. The Contractor shall establish benchmark elevations for all hydrants on the project. Benchmarks shall be set on the hydrant bonnet bolt closest to the point of the operating arrow on Mueller SPECIAL PROVISIONS Page 20 of 56 hydrants and on the bury depth tag on Waterous hydrants. The elevations shall be certified by a P.L.S. registered in the state of Montana. The Contractor shall provide elevations for the top of the installed water main at 50-foot intervals. The datum used as the basis for the elevations shall be clearly identified. The Contractor shall provide a record of the location of all sanitary service connections as installed, including the length and slope of all services, and elevations at the end of installed dry service line stub-ins. Prior to commencing work,the Contractor shall carefully compare and check the Drawings, each with the other that in any way affects the location or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Engineer 4 for verification and adjustment. Any duplication of work made necessary by failure or neglect on his part to comply with this function shall be done at the Contractors'sole expense. For surveys necessary to determine the amount of progress payments, the Contractor will be required to furnish all personnel, equipment and material required to make such surveys as are necessary to determine the quantities of work performed or placed during the period covered by the progress payment. All original field notes, computations and other records taken by the Contractor for the purpose of quantity and progress surveys shall be furnished promptly to the Engineer and shall be used to the extent necessary in determining the proper amount of payment ` due to the Contractor. These field notes, computations and other records shall be neat and orderly. Field notes shall be complete and in a standard format. Unless waived, all quantity ( surveys made by the Contractor may be reviewed by the Engineer. 33. SITE ACCESS The Contractor shall not unreasonably encumber the site or public rights-of-way with his ( materials and construction equipment. The Contractor shall comply with all reasonable instructions of the Owner's representative and the ordinances and codes of government agencies regarding signs, traffic, fires, explosives, danger signals and barricades. It may be necessary for the Contractor to secure a private parking area to stage from and to park vehicles and equipment. Costs associated with any offsite staging or parking areas shall be considered incidental to the project. 34. CONSTRUCTION FACILITIES 34.1 Temporary Utilities. The Contractor shall provide all temporary electrical, lighting, telephone, heating, cooling, ventilating, water, sanitary, first aid, fire protection, and other utilities and services necessary for the performance of the work. All fees, charges, and other costs associated therewith shall be paid for by the Contractor. 34.2 Securily. The Contractor shall provide all security measures necessary to assure the protection of his plant and equipment, products and materials in storage, completed work, and the project in general. The Owner and Engineer are not responsible for theft or damage. 35. CONSTRUCTION WATER AND DISPOSAL Water for compaction efforts or other work as needed by the Contractor shall be supplied by the Contractor. Water from the City of Bozeman's municipal system may only be obtained from the metered service located at the city shop complex. The Contractor shall pay for the cost of the water used at a rate determined by the City of Bozeman Water Department. SPECIAL PROVISIONS Page 21 of 56 Disposal of used water shall be the responsibility of the Contractor. Discharges to the surface are subject to permit and regulatory requirements. Discharge of chlorinated water is the responsibility of the Contractor. Discharge to sewer or storm drains must be coordinated with and approved by the Owner. 36. GROUNDWATER,DEWATERING AND BYPASS PUMPING Groundwater may be encountered when excavating for culverts, storm drains, trenches, water lines, electrical foundations, and other roadway features. Groundwater may be present at shallow depths. Groundwater levels may fluctuate over the seasons and over the years. The Contractor shall make appropriate provisions for groundwater and dewatering. The Contractor shall submit a plan for dewatering to the Engineer. The Contractor is responsible for determining the appropriate method of dewatering and analyzing whether any dewatering will affect existing utilities, structures or buildings. The Contractor shall also be responsible for obtaining the necessary permits for discharge of the dewatering operations. All excavations that experience groundwater need to be dewatered properly and kept dry at all times. Design any dewatering wells to prevent piping of fines from the alluvial gravels into the collected water, which can leave voids and cause subsidence. Installation of pipes, signal/lighting foundations, culverts, mains, and inlets/manholes may require bypass pumping due to groundwater infiltration and/or pipe flows. Provide all items necessary for bypass pumping including materials,labor,tools, and equipment. Any damages incurred from dewatering activities and bypass pumping are the responsibility of the Contractor. Include all costs for dewatering and bypass pumping in the lump sum bid price for Dewatering. 37. SMOKE AND DUST CONTROL The Contractor shall obtain information for all applicable State Board of Health requirements and similar state or federal requirements pertaining to control of or abatement of air pollution. The Contractor shall provide such air pollution control measures as are required to comply with the minimum standards established by such agencies. Hauling of material and transport of equipment along public roadways or through the towns and adjacent other structures and dwellings shall require effective dust abatement procedures. This also applies to the unloading and placement of spoils material at deposition sites. The Contractor shall utilize environmentally sound methods for watering and/or otherwise chemically treating dust generating surfaces to comply with all applicable legal standards for airborne particulates. Prior to any work, the Contractor shall submit a written plan for dust abatement procedures identifying at a minimum the following: a. Times and nature of dust generating activity on public roads and at deposition sites. b. Nature and chemical characterization of dust abatement materials to be used. c. Method of application of dust abatement materials to be used. d. Time schedule for application of dust abatement materials to be used. e. Availability of equipment and operators for emergency application of dust abatement materials at other than scheduled times. Watering or chemical abatement for dust control is considered incidental to the Contract, and no separate measurement or payment is made. SPECIAL PROVISIONS Page 22 of 56 i 38. SUPERINTENDENT The Contractor's Superintendent in charge of operations must be on-site during all construction activities. The Superintendent shall direct the work and make decisions either directly or through t immediate contact with their supervisor. The Superintendent must be qualified to do such work t and shall be the same person throughout the project. The Owner reserves the right to stop ( construction if the Superintendent is absent from the site during construction activity. Additional Contract Time will not be allowed due to stop work orders. 1 39. SANITARY FACILITIES The Contractor shall furnish, install, and maintain ample sanitary facilities for all workmen. Enclosed temporary toilets shall be placed as required by the sanitary codes of state and local governments. All such facilities shall be furnished in accordance with existing and governing health regulations. Costs for furnishing, installing, and maintaining sanitary facilities shall be considered incidental to other items of work, and no additional compensation is made. 40.USE OF COMPLETED PORTIONS The Owner shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding that the time for completing the entire work or such portions may not have expired; but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use causes refinishing of completed work, the Contractor shall be entitled to such extra compensation or extension of time or both, as agreed by the Owner. 41. RECORD DRAWINGS The Contractor's Superintendent shall maintain at the project site, a "Record Set of Drawings" showing field changes, as-built elevations, unusual conditions encountered during construction, and such other data as required to provide the Owner with an accurate "as constructed" set of record drawings. The record drawings and survey data shall be made available to the Engineer at all times. This includes all field books,notes, and other data developed by the Contractor in performing surveys required as part of the work. The Contractor shall furnish the "Record Set" to the Engineer following the Final Inspection of the Project. The Contractor's final payment will not be processed until the "Record Set" of drawings are received and approved by the Engineer. Work included in this provision is incidental to the Contract, and no separate measurement or payment is made. 42. OSHA REGULATIONS The Contractor shall comply with current Occupational Safety and Health Administration (OSHA) Construction Standards for Excavations. Any conflicting information between OSHA and these Contract Documents shall be revised so that the OSHA requirements supersede and take precedence over all other conflicting information. The Contractor shall obtain copies of and review the OSHA documents to avoid misinterpretation of their regulations. The Contractor shall prevent employee exposure to potentially harmful levels of contaminants and assure acceptable OSHA worker safety procedures are implemented. SPECIAL PROVISIONS Page 23 of 56 i 43. SHORING The Contractor is responsible for providing all shoring or sheet piling during construction. It is the Contractor's responsibility to provide adequate shoring to ensure that construction does not enter on to adjacent private properties and that the structural integrity of existing buildings, structures, or ponds near the construction is maintained. In lieu of shoring, the Contractor may negotiate the infringement onto these properties with the appropriate owners, however, these negotiations will not be included as part of this project or contract. All deep excavations over 20 feet in depth and all shoring systems shall be designed and stamped by a Professional Engineer licensed in the state of Montana. 44. PETROLEUM CONTAMINATED SOILS Petroleum-contaminated soils from an adjacent former leaking underground storage tank site (Grantree Conoco) may be encountered within the project. It is the responsibility of the Contractor to be aware of the nature and location of petroleum-contaminated soils or other wastes that may be encountered during the course of the proposed work. If petroleum- contaminated soils or other wastes are encountered during the course of project work, the Contractor must comply with all applicable Federal, State, and local regulations regarding the reporting, handling, and disposal of such wastes and/or soils. MDT and the Owner will not be responsible for reporting, handling, or disposal of such wastes and/or contaminated soils encountered in the right-of-way during construction of the proposed work. Within 24 hours of the discovery of any hazardous wastes or petroleum-contaminated soils, the Contractor must notify the Montana Department of Environmental Quality (DEQ) at 800-457- 0568 and MDT Environmental Services at 406-444-9437. Payment for work under this provision shall be addressed by the Owner,Engineer, and Regulatory Agencies at the time of discovery. 45. CLEANUP The Contractor shall be responsible for keeping all streets, sidewalks and driveways free of tracked mud and other construction related debris. At a minimum, the Contractor shall perform daily cleanup activities at the end of each working day. At any time, if the Owner or Engineer deems that it is necessary for cleanup activities be performed, the Contractor shall immediately take action to satisfy the cleanup request. If the Contractor is not immediately responsive in the requested cleanup activities, a written order to stop work on the project can be issued (General Condition 13.05). Work included in this provision is incidental to the Contract. 46. TEMPORARY PEDESTRIAN ACCESSIBILITY The Contractor shall maintain the existing pedestrian facilities and crossings throughout construction, by providing the same level of accessibility on these routes as currently exists in accordance with the City of Bozeman Modifications to MPWSS and Part 6 of the MUTCD. Temporary items to perpetuate pedestrian accessibly and crossings may include, but are not limited to, temporary curb ramps, temporary detectable warning panels, sidewalk detours and diversions. Restore all pedestrian facilities and crossings to match existing conditions during winter shutdown. This work is included in the lump sum bid price for Traffic Control. SPECIAL PROVISIONS Page 24 of 56 1 i V 47.ASBESTOS See the Addendum to MDT's Utility Occupancy and Encroachment Permit for additional requirements. I Anthophyllite and actinolite asbestos ore were historically stockpiled at several locations in the Bozeman area. Asbestos ore from the CMC asbestos facility (located near the 600 block of East Main Street in downtown Bozeman) was used as fill material for a variety of construction projects within the City of Bozeman. Soils in these areas may be contaminated with anthophyllite and actinolite asbestos (or Karstolite) from ore-loading and milling activities. A representative photo of anthophyllite asbestos ore that a permittee may encounter during excavation activities is included below: i i 4. a r Anthophyllite asbestos ore encountered during excavation activities within the City of Bozeman. Asbestos fragments and shards may also be present in excavations. Anthophyllite and actinolite asbestos ore may be encountered on MDT and City right-of-way in known asbestos locations or in previously undiscovered asbestos sites. Known Asbestos Sites There are two known locations of anthophyllite/actinolite asbestos ore on MDT right-of-way on the east end of Main Street,within the City of Bozeman: A. South side of Main Street, adjacent to Wallace Avenue; and B. South side of Main Street,beneath the sidewalk, adjacent to Heebs grocery. If the Contractor is planning excavation activities in either of these areas, the Contractor should coordinate excavation activities with MDT and the DEQ Asbestos Control Program, provide appropriate PPE to guard against potential exposure to anthophyllite and actinolite asbestos, and comply with Deed Restriction 2342042 (filed with the Gallatin County Clerk and Recorder's Office). The requirements of this deed restriction include: • Hiring a Montana DEQ-accredited asbestos contractor/supervisor to inspect(and sample)for the presence of asbestos-containing materials in these areas; • Removing,transporting, and disposing of any asbestos-containing material in ( compliance with all current laws and regulations; • Collecting confirmation samples in accordance with current EPA guidance to demonstrate proper removal; and SPECIAL PROVISIONS Page 25 of 56 • Obtaining any required permits. Following removal of asbestos-contaminated soils, the Contractor must backfill and compact the excavation with clean fill material. Previously Undiscovered Asbestos Sites There may be previously undiscovered asbestos sites within the City of Bozeman, and the Contractor may encounter this material during subsurface excavation activities. If the Contractor or Engineer suspects anthophyllite or actinolite asbestos ore is present on a project, the Contractor must stop work immediately and notify MDT in Bozeman at(406) 556-4700. For additional information or questions regarding asbestos or Deed Restriction 2342042, contact MDT Environmental Services at (406) 444-9437 or DEQ Site Response Section at (406) 841- 5000. If asbestos is encountered, associated costs for this work will be processed through the change order process. 48.PROTECT EXISTING TREES Protect existing trees located outside the construction limits, within construction permit areas, or as noted on the Drawings. Do not disturb trees that are not designated for removal in the Drawings. If the Contractor proposes to remove a tree not designated in the Drawings, notify the landowner and obtain approval from the Engineer 24 hours in advance of tree removal. Protect trees from damage to the bark, limbs, and root systems. Wrap trunks with approved protective material, or fence to the drip lines with temporary fence made of polyethylene or polypropylene that is orange in color. Do not place,park, drive, or store construction equipment, gravel, soil or other materials on thejurface of any unpaved areas within the drip lines of trees to remain in place. Do not deposit chemicals,rinse water, or petroleum products in the drip lines. Coordinate tree trimming and protection activities with the City of Bozeman Forestry Supervisor Alex Nordquest prior to construction at 406-582-3205. Notify the City of Bozeman Forestry Supervisor and the Engineer prior to any construction activities around trees to remain in place that have potential roots or branches infringing into the work zone for an initial inspection. Provide preventive action if necessary to prevent damage to overhanging limbs,tree trunks or roots which may be damaged from construction activity. Provide an approved arborist to repair trees damaged during construction activities at no additional cost to the Owner. If the Contractor severely damages a tree not designated for removal, replace the tree with a similar species subject to the approval of the landowner and Engineer, at no additional cost to the Owner. Work included in this provision is incidental to the Contract, and no separate payment is made. 49. SPRINKLER SYSTEMS Relocate and replace in-kind all system components for all locations where existing sprinkler systems conflict with the proposed work, as shown on the Drawings. Do not damage existing sprinkler and/or irrigation systems that are not in conflict with the proposed work. If relocated or existing systems that are not in conflict are damaged as part of construction activities, repair any damage to the,systems to the approval of the Engineer at no additional cost to the Owner. Obtain the Engineer's approval of the location and materials prior to repair, relocation, and/or replacement of systems or components. All irrigation facilities are to be activated and adjusted, if SPECIAL PROVISIONS Page 26 of 56 i 4 necessary, after construction activities are complete to ensure spray patterns meet the approval of the landowner and Engineer. s If damage is caused to sprinkler and/or irrigation systems that are not in conflict with the proposed work, repair and/or replacement of the damaged components or system is at the Contractor's expense. Payment for relocation and/or replacement of sprinkler and/or irrigation systems in direct 4 conflict with the proposed work will be paid for per each separate system of Adjust Sprinkler 1 System, including all labor and materials for an operational system. 50. TOPSOIL Strip all topsoil from within the construction limits to ensure replacement quantities are available to cover the disturbed areas within the construction limits with a 6-inch thick layer of topsoil. If sufficient topsoil is not available on site, provide imported topsoil to cover disturbed areas. Plan quantities of salvaged and imported topsoil are estimated and actual quantities will vary. Stockpile topsoil at locations within the right-of-way approved by the Engineer. When construction operations do not permit stockpiling within the right-of-way, arrange for stockpile sites outside the right-of-way at no additional cost to the Owner. Construct stockpiles so drainage is maintained and topsoil is easily reclaimed. Provide erosion control following best management practices and per applicable permitting requirements. Place topsoil on the completed graded roadway to the lines, grades, and elevations specified. The Cross Sections show the finished grade at the top of the topsoil layer. Place topsoil on all disturbed slopes to an average 6-inch loose depth and spread uniformly. Finish the disturbed areas in accordance with the Seeding provision. Provide imported topsoil meeting the requirements of MDT Standard Specification 713.05. Salvaged and re-used topsoil is paid for at the unit bid price per cubic yard of Topsoil-Strip, Salvage &Reuse. If imported topsoil is necessary,payment is at the unit bid price per cubic yard of Topsoil-Imported. 51.UNSTABLE AREAS Unstable areas shall be determined by the Engineer, and require subexcavation, compacted lifts of imported replacement material (Y minus pit run gravel material meeting the gradation in MPWSS 02230.2.3.B.2), and geosynthetic. The .geosynthetic shall be as specified on the Drawings. Substitution of geosynthetic is not permitted unless accompanied by a project specific pavement design stamped by a Montana licensed Professional Engineer. This Contract estimates quantities of subexcavation, replacement material, and geosynthetic at unstable areas. These quantities establish unit bid prices, and the actual amounts are unknown. No adjustment in the unit bid price will be made regardless of final quantities of subexcavation, replacement material, and geosynthetic installed. The Contractor shall provide haul tickets to the Engineer at the end of each working day for the F imported material. No payment will be made, under any circumstance, for replacement material not documented on haul tickets. Subexcavation and replacement material will be paid at the unit bid price per cubic yard of Subexcavation & Replacement Below Subgrade (Imported Materials), which includes haul and disposal of unsuitable materials. Geosynthetic will be paid at the unit bid price per square yard. SPECIAL PROVISIONS Page 27 of 56 52. STREET EXCAVATION Street excavation is the excavation and disposal of all material within the street template as shown on the plans and cross sections as the construction (cut/fill) limits. Street excavation includes removal and disposal of existing curb and gutter, pin down curbs, asphalt and concrete pavement, gravels, and sidewalk. No separate measurement or payment is made for removal or disposal of existing roadway features within the construction limits. 53.FARMERS CANAL The Farmer's Canal conveys irrigation waste flows, groundwater flows, and runoff from spring flooding and storm events. Prior to beginning construction activities in the irrigation canal, coordinate the work with the Farmer's Canal representative Bill Tatarka(406-581-5359). The general irrigation operating season for the canal is from April 15 to November 1. The canal is also used from March 1 to April 15 for spring flood relief for upstream facilities dependent upon weather. The non-operating season is November 1 to March 1. The Contractor shall either perform canal work during the non-operating season, provide temporary alternate piping facilities to convey continuous irrigation water, or obtain approval from the Farmer's Canal representative for temporary canal shutdown. Temporary facilities shall provide for irrigation water, waste flows, groundwater flows, and flooding runoff events. Temporary piping shall be no smaller diameter than the existing culvert diameter. Prior to construction in the canal, obtain approval from Farmer's Canal and Engineer, for any temporary piping facilities and for the sequencing plan to replace the culvert. Include all costs necessary to perform this work in the cost of the culvert bid item,no separate payment is made. 54. METAL PIPE ARCH EXTENSION Prior to ordering materials for the corrugated metal pipe arch (CMPA) extension at Mandeville Creek, verify the existing arch pipe dimensions, corrugations and thickness to match the existing pipe. Furnish and install bends as necessary to connect the new pipe to the existing pipe. Extend the existing pipe to the location shown on the plans. Furnish and install a new FETS. See the Stream Protection Act 124 Permit provision and Appendix D for additional information and requirements for work in Mandeville Creek. Perform all work in Mandeville Creek during low flow periods only. Payment for all work necessary for the CMPA extension is at the unit bid price per linear foot of 60"Equivalent CMPA. 55. SLOTTED DRAIN Furnish all materials, labor, and equipment necessary to construct a slotted drain system as shown on the Drawings. Provide a Contech Slotted Drain with a corrugated steel pipe for AASHTO 1-120/1-125 loading, or approved equal. Install in accordance with manufacturer's recommendations. Provide flowable fill backfill around the drain system, as shown on the Drawings. 56. EDGE DRAIN 56.1 General. Furnish all materials, labor, and equipment necessary to construct the edge drains and outfalls to establish drainage of the surfacing section as shown on the Drawings. 56.2 Materials. 56.2.1 Provide pipes meeting the AASHTO M252 specifications as shown on the plans. Provide geotextile meeting the requirements of AASHTO M288 Class 1 subsurface drainage geotextile. SPECIAL PROVISIONS Page 28 of 56 56.2.2 Provide horizontal and vertical bends, splices, fittings, and connectors that will not impede flow or damage the drainage pipe, and have sufficient strength to withstand construction handling and permanent loading. 56.2.3 Provide commercial rodent guards with galvanized screens with nominal %2" x %2" openings. Provide flexible ground mount delineators at outfalls as specified in the i Flexible Delineator provision. i 56.3 Construction. Excavate in sequence with the adjacent work to construct edge drain systems to the lines and grades as shown on the Drawings. Wrap the edge drain with drainage ( geotextile and overlap ends. Connect the perforated pipe to the non-perforated pipe at locations shown on the Drawings. Maintain a positive grade at outlet locations to assure that water flows 4 freely. Install a rodent guard at edge drain outfalls daylighting to existing ground. Install a flexible delineator at the outlet of each outfall. Bed, backfill, and place the embankment material or surfacing section lifts in accordance with applicable sections of MPWSS and the City of Bozeman MPWSS Modifications. Ensure edge drain, geotextile, and outfalls are not damaged by continued construction activities over the installed drains. Repair or replace any edge drain system components damaged during construction at the expense of the Contractor. 56.4 Past. Include all costs necessary for this work in the unit bid price per linear foot of 4"Edge Drain and 4"Edge Drain Outfall. 57.WATERTIGHT RCPA JOINTS 57.1 General. Furnish and install RCPA pipes with watertight joints. 57.2 Materials. 57.2.1 Joint Sealant. Furnish and install flexible plastic gaskets between culvert sections meeting the requirements of Subsection 707.02 of the MDT Standard Specifications and AASHTO M 198 (Type B). Provide joint material that is 1.25-inch equivalent diameter (I-inchx 1.23-inch actual dimensions). f, 57.2.2 External Joint wrap. Furnish Type 3,chemically bonded adhesive butyl bands for ( all joints between RCPA sections meeting the requirements of ASTM C877. Use Type A designation with a sealing bandwidth of 12-inch. Apply joint wrap material externally around each joint over semi-liquid paintable butyl rubber-based adhesive primer. Begin each joint wrap at haunch, extend up and over the top of the culvert, and terminate at the other haunch. Extend joint wrap under the haunches as far as possible on each side of the box culvert while maintaining seal with adhesive primer. If two or more pieces are required, lap a minimum of 6-inches. Replace punctured or torn joint wrap damaged by culvert installation at Contractor expense. 57.2.3 Epoxy Resin Bond Adhesive. Meet the requirements ofAASHTO M235 Type 4. 57.2.4 Provide and apply high quality waterproofing to the walls andjoints of the RCPA. Submit waterproofing product and application methods to the Engineer for approval prior r to installation. 57.3 Construction. Follow the recommended installation procedure provided by the manufacturer for a watertight RCPA drain. 57.4 Payment. Include all costs for this work in the unit bid price per linear foot of the various RCPA bid items. SPECIAL PROVISIONS Page 29 of 56 58.ELECTRICAL 58.1 Description. Electrical work includes signal upgrades at the Baxter Lane and 19a'Avenue intersection using the existing signal poles and mast aims (uncolored), and new lighting colored "Hunter Green" along Baxter Lane from east of 19t'Avenue to 76,Avenue. This provision for lighting installations is intended to provide a set of minimum standards that shall be followed for street lighting within the City of Bozeman public right-of-way. The plans and this provision shall apply to all materials supplied, methods, and procedures of work to be followed, and other general minimum requirements that shall be complied with before work is accepted by the City of Bozeman. The Owner has adopted the latest editions of the following as part of these provisions: 1. Standard Specifications for Road and Bridge Construction, Montana Department of Transportation, including supplemental specifications 2. Manual on Uniform Traffic Control Devices,Federal Highway Administration 3. NFPA 70-National Electrical Code 4. NESC-National Electrical Safety Code The specifications outlined in this provision are revisions and amendments to the Montana Department of Transportation Standard Specifications for Road and Bridge Construction. In situations where there is a conflict or question of interpretation, these provisions shall prevail. Coordinate all electrical work between Contractors, the Engineer, Owner, Montana Department of Transportation(MDT), and affected utility companies prior to the commencement of work. Warp new conduit installations as necessary to avoid existing boulevard landscaping and utilities. Do not install concrete foundations until the Engineer's approval is obtained for the electrical submittals. 58.2 Equipment List and Submittals. Prior to construction, submit shop drawings for all material and equipment to the Engineer for approval. Carry out submittals in accordance with Subsection 617.03.2 of the MDT Standard Specifications. No extension of contract time will be allowed due to delay in receiving and/or processing electrical submittals. Contractor is required to submit record drawings for the electrical work. Provide additional equipment cut sheets for any electrical work that deviates from the Drawings. 58.3 Materials and Installation. When not specified in this provision, conform to the latest edition of the Standard Specifications for Road and Bridge Construction and Supplemental Specifications. Additions, exceptions or modifications to the Standard Specifications follow: 58.3.1 Foundations 58.3.1.1 Luminaire Foundations. In locations where the roadway is not curbed, and/or in dirt, the top of the foundation shall be 6-inches above the grade of the edge of the pavement or as directed by the Engineer. The top of the foundation shall be finished smooth and have a 3/4-inch chamfered edge. Where caisson foundations are located in the sidewalk, the caisson foundation shall be installed to 6-inch under finished curb or sidewalk grade or as directed by the Engineer. Where foundations are to be installed in dirt, landscaped areas, or any other situation where the top of the caisson is not being installed with an existing sidewalk or concrete improvement, the contractor shall use sono-tube on the top section of the caisson for finished appearance. SPECIAL PROVISIONS Page 30 of 56 As an option to the foundation size and reinforcements shown in the plans, a structural engineer licensed in the state of Montana shall determine the foundation size (depth and diameter) and concrete reinforcement for the specific light standard configuration. 58.3.1.2 Concrete Fill for Pedestal Type Cabinets. All pedestal type cabinets mounted on galvanized strut-channel supports shall have concrete filled post holes with a minimum depth of 36-inches and minimum diameter of 9-inches. s 58.3.2 Plastic Conduit—PVC All PVC conduits located under roadways and driveways shall be schedule 80 type EPC- 80-PVC. Conduit under non-vehicular locations may be schedule 40 type EPC-40-PVC. PVC conduit shall be manufactured of high-impact PVC, and shall conform to industry standards and commercial standard CS-207-60 and NEMA TC 2. When bending PVC conduit, a water bending process may be used. This shall consist of a water filled steel pipe 4-feet long, heated to the temperature that will render the PVC conduit pliable in 30 seconds after insertion in the pipe. The conduit may then be bent to the desired angle and held in an appropriate jig for a cooling period. The Contractor may use other methods of bending PVC conduit if the preceding method is found unsuitable due to climatic conditions, but only after demonstrating the proposed method to the Engineer and receiving the Engineer's approval. Bends in PVC conduit shall be made and conform to all appropriate sections of the r National Electric Code or local codes governing bending radius, and the number of bends allowed as applicable for rigid conduit. Conduit bends, except factory bends, shall have a radius of not less than six times the inside diameter of the conduit. 58.3.3 Plastic Conduit—HDPE All HDPE conduit shall be factory lubricated, low friction, high-density conduit constructed of virgin high-density polyethylene resin. Conduit shall be capable of being coiled on reels in continuous lengths, transported, stored outdoors, and subsequently uncoiled for installation, without affecting its properties or performance. Bored electrical conduit shall be HDPE and installed using trenchless technology of either jacked conduit or directional boring. 58.3.4 Steel Conduit Steel conduit for exterior, surface mounted, above grade installations shall be Galvanized Rigid Conduit(GRC). Polyvinyl Chloride coated Galvanized Rigid Conduit(PVC coated GRC) may be used for below grade installations, encased in concrete and above grade where exposure to water is imminent. GRC conduit shall comply with ANSI C80.1 and UL 6. PVC coated GRC shall comply with NEMA RN 1. Coating thickness shall be a minimum of 0.040 inch(1mm),both inside and out. 58.3.5 Conduit Installation ( All conduit direct buried in contact with earth shall be PVC, HDPE or PVC coated GRC. PVC conduit installation through foundations (other than light standard foundations) shall have transition to GRC or PVC coated GRC prior to exposure above foundation. Underground conduit shall have the following minimum diameter (ID) trade size conduit, unless otherwise approved by the Engineer. a. Conduit Sleeves Under Roadways: 3-inch minimum b. Conduit in Typical Trench: 2-inch minimum SPECIAL PROVISIONS Page 31 of 56 c. Conduit from Pull Box 1 Splice Box to Foundation: 1-inch minimum Conduits shall be placed two feet from the back of curb. All existing conduits shall be cleaned with a mandrel or cylindrical wire brush and all conduits (existing or new) shall be blown out with compressed air, before conductors or signal facilities are installed. All conduits shall contain a nylon or polyester pull tape of at least 1250 pounds strength with footage marking tape. In occurrences that require complete intersection rewiring or new construction, a 12 AWG tracer wire shall be installed across every conduit leg, and conduit plugs shall be installed in all conduits. Pull rope with footage tape, tracer wire, and conduit plugs shall be included in the price of electrical conduit. When conduit is specified to be installed under existing pavement by directional line boring, the boring pits shall be kept a minimum of 2-feet clear of the edge of pavement whenever possible. Conduit installed under pavement, sidewalk, dirt, sod or any condition other than under an existing roadway shall be installed with not less than 24-inches of cover to the top of the conduit. Under existing roadways, conduit shall be installed with not less than 30- inches of cover to the top of the conduit. 58.3.6 Pull Boxes All pull boxes and covers must be made of polymer concrete with fiberglass reinforcement with a traffic rating of TIER 22. Pull box covers shall be labeled"ELECTRIC"on pull boxes containing electrical power or "LIGHTING" on pull boxes containing street light conductors. The labeling must be cast into the cover and not a separate independent tag. See pull box detail on the plans. When pull boxes are located behind the sidewalk or in non-pavement areas, they shall be surrounded by a collar of class B concrete to the dimensions shown on the plans. Maximum distance between pull boxes is 200 feet. Sheet crossings for conduit runs need to have a pull box at each side of the sheet crossing. Pull boxes are to be installed at each street corner where conduit takes a 90-degree bend around the corner of the block. Provide a Type 1 or Type 2 pull box by each street light with smaller 1.5-inch diameter conduit allowed going into light base from pull box. Box size shall be determined by the diameter of the Largest Trade Size Conduit (LTSC) installed in the box. For conductors 6 AWG or smaller, the box shall be sized six times LTSC in width or length dimension. For conductors 4 AWG and larger, the box shall be sized eight times LTSC in width or length dimension. For future expansion, empty conduit, with nylon or polyester tape pull tape of at least 1,250 pounds strength with footage marking tape, shall terminate in a pull box. Stub spare conduit(s) out of the box and cap below grade at 2 feet from the box, in the direction of future expansion. Label conduit stub out(s) in pull box "for future expansion to the direction of expansion". Wire connections in pull boxes should use waterproof, insulated multi-tap connectors, by Burndy, or IIsco, or equivalent. 58.3.7 Wiring SPECIAL PROVISIONS Page 32 of 56 i i All wiring shall be copper conductors installed in conduit to meet the National Electric Code. Minimum size current carrying conductor for exterior installations shall be #10 AWG copper. Furnish conductors of solid or stranded copper of the gauge shown in the contract. Insulation for conductors must be Type THW, XHHW, XHHW-2, USE, RHH, RHW, THWN, and THWN-2. All insulation must be designed for 600 volts and meet NEC t requirements. ti Metal Clad cable (MC) or Armored Cable (AC) shall not be allowed in exterior applications. Exterior lighting shall be powered at 120/240V-IPH-3W unless otherwise noted on the plans. Wiring color code shall be as follows: Line 1 =Black Line 2=Red Neutral=White Ground=Green 58.3.8 Bonding and Grounding All PVC or PVC coated GRC conduits from a metered power source shall have a raceway ground conductor installed with the current carrying conductors, sized to the NEC. Ground conductor shall have the size increased to matbh current carrying conductor size increase for voltage drop purposes. All light standard foundations shall have a 5/8-inch diameter x 8-foot long, copper clad driven ground rod installed in the pull box next to the light standard. Top of rod ` shall be a minimum of 4-inches below grade. Exothermic weld or underground rated lug connect a#6 AWG soft drawn bare copper conductor from rod through %- inch trade size conduit in the foundation to the lug on the pole in the back of the hand hole. All grounding electrodes shall be bonded together per the NEC. 58.3.9 35' Luminaires with Cobra LED Assembly- Colored Furnish galvanized steel luminaire standards colored"Hunter Green", and meeting MDT Type 10 in accordance with the provisions of Subsection 703.04.4.Furnish 10' mast arms in accordance with Subsection 703.04.5. Furnish Cobra LED assembly. Provide breakaway bases on all luminaires to meet the criteria set forth in the { AASHTO publication Standard Specifications for Structural Supports for Highway Signs,Luminaires, and Traffic Signals. All luminaires shall be light emitting diode (LED) and have a correlated color temperature 4000K(+/-275K),per ANSI C78.377-2011 standard. All luminaires shall be equipped with a surge suppression device with a minimum immunity level of l0kV. All luminaires shall have a minimum ingress protection (IP) rating of IP66,and shall be UL/ETL listed for wet locations. All luminaires shall be equipped with a 0-10V or DALI dimming driver, capable of F receiving input line voltage 120V-277V. Driver shall comply with Federal Communication Commission(FCC) 47 Code of Federal Regulations (CFR) part 15 non- consumer radio frequency interference (RFI) and/or electromagnetic interference (EMI) SPECIAL PROVISIONS Page 33 of 56 standards. Minimum power factor (PF) shall be 0.9 at full input power. Maximum total harmonic distortion(THD) shall be 20 percent at full input power. A minimum 10-year warranty is required for all parts,materials, and shipping required to repair or replace luminaire. All luminaires are to be equipped with an ANSI C136.41 7-pin receptacle. Shorting caps are to be installed on each luminaire. Luminaires are to have either a Type II or Type III distribution, as shown on the plans. Access to all internal parts requiring replacement shall not require tools (tool-less entry). Luminaire shall be tested in accordance with IES LM79 and TM21 certifying photometric performance and rated life, respectively. LM79 (performance) and TM21 (predicted life) testing shall both be for the same luminaire's operating drive current as specified. Luminaires shall have a minimum L70 life of 100,000 hours based on IES TM21 testing. Luminaire system efficacy shall be no less than 80 lumens per input watt. Luminaire shall have an external label per ANSI C136.15 and internal label per ANSI C136.22. Luminaires shall be equipped with internal leveling bubble. Breakaway connections using sheer bolts must have a skirt to protect the bolts. Luminaires shall be colored hunter green. Luminaire distribution shall be equal or less than the Illuminating Engineering Society of North America's (IES) TM 15-11 Backlight,Uplight, and Glare(BUG)ratings as follows for Collector and Arterial streets: B3 UO G2. Luminaires shall be mounted in accordance with the manufacturer's specifications. Plumb or level all elements, symmetrically arrange, and securely assemble. Conceal all conductors in the poles and assembly. Luminaires shall have an adjustable slipfitter-type mounting system for the installation on 1.25 -inch (1.66-inch o.d.) to 2-inch (2.375-inch o.d.) outside diameter pipe tenons. Slipfitter shall consist of a two-piece clamp and four 9/16-inch hex bolts. Slipfitter shall allow for a vertical tilt adjustment of+/- 5 percent in order to mount plumb for a UO rating. Approved manufacturers of Cobrahead style are Cree XSP, Lumec Roadfocus, GE Evolve LED Cobrahead, or approved equal. Design calculations were based on Lumec Road Focus 145W LED (145W64LED4K-T- R3M-UNIV-DMG-FAWS-RCD7-SPI-PH9). 58.3.10 Poles All poles, mast arms, and luminaires for street lights and signal poles shall be round, tapered steel with galvanized, or galvanized with a colored finish. All poles, foundations, and breakaway bases shall meet the criteria set forth in the AASHTO publication Standard Specifications for Structural Supports for Highway Signs,Luminaires, and Traffic Signals. SPECIAL PROVISIONS Page 34 of 56 i i All street light poles shall be installed on a concrete foundation with the appropriate base for the application. i Street light standards shall have an access panel and cover near base for access to wiring, fusible, in-line, water tight, breakaway connectors on wiring in pole hand hole area such as Bussman type water tight fuse holders. ` 58.3.11 Pole Bases Unless otherwise protected, a breakaway base should be provided for all sheet light standards. Breakaway bolt couplings are aluminum connectors or sleeves that are designed to shear ( when the pole is hit. The bottom of the coupling is threaded onto the foundation anchor bolts, and the light standard is attached to the top of the coupling. Four couplings are used with each light standard. Where breakaway supports are required, use the breakaway bolt coupling unless it will not function with the approved light standard. The frangible transformer base consists of a cast aluminum apron between the concrete foundation and the base of the pole. It is designed to deform and breakaway when hit by a vehicle bumper. Use the frangible transfer base where a breakaway base is t justified but breakaway bolt couplings cannot be used. 58.3.12 Push Button/Pedestrian Tactile Furnish and install Polara Vibro-Tactile Pedestrian Buttons programmed by the factory for information messages. Custom voice messages include location information on a button push, and street crossing message when the appropriate walk signal activates. The voice messages required will be in the following format: • Voice on location (VOL): Wait to cross (Street being crossed) at (Intersecting Street). • Walk Message: (Street name being crossed). Walk sign is on to cross (Street name being crossed). 58.3.13 Detector Radar Furnish and install a Wavetronix Matrix Stop Bar radar presence detection system to detect vehicles for traffic signal operation. Furnish a complete detection system including radar presence detector, all necessary mounting hardware approved or provided by the manufacturer, a cabinet side mount preassembled back plate with power supply that meets manufacturers' specifications, and a contact closure input card. Furnish radar detection cable as specified and approved by the manufacturer of the radar detection equipment. The back plate provides communication, power conversion, power supply, and surge protection for up to four detection units. Include any additional cable, terminations, jumpers, connectors, and any miscellaneous equipment required to make this a complete and functional system as part of this item. The radar presence detection system is required to have automatic and manual configuration of lanes, stop bars, and zones. The radar detection system must include software for saving detector configurations and firmware upgrading. SPECIAL PROVISIONS Page 35 of 56 Ensure that a factory representative of the radar detection system manufacturer is present at the traffic signal turn-on to provide technical assistance in setting up, checking, and demonstrating that the system meets functional and operational requirements. Mount the radar detection units as approved by the manufacturer at the locations shown on the plans, or at alternate locations as approved by the Owner. Connect the radar detector to the detection cable as approved by the manufacturer, and install the radar detection cable as a single continuous run from the traffic signal cabinet to each radar detector connection. Splicing the radar detection cable is not allowed. Seal any wire entrance holes drilled in the signal standard as approved by the Engineer. 58.3.14 Colored Finish Furnish new pole standards, mast arms, luminaire assemblies, cabinets, and all associated mounting hardware that are colored "Hunter Green" (RAL #6005). Do not color anchor bolts, associated hardware, service assemblies or traffic and pedestrian signal indication housings. Provide colored electrical items by powder coating or factory painting. Furnish materials and submittals conforming to MDT Section 710. Paint or powder coat in accordance with MDT Section 612. 58.3.15 Remove and Reset Signal Pole Type 1 Remove the existing Type 1 pedestrian signal poles at the intersection of Baxter/19a' Avenue and reset on a new foundation at the locations shown on the plans. Take care not to damage equipment. Securely attach all miscellaneous parts associated with the relocation to the equipment to prevent loss or damage. Secure all reusable hardware. Dispose of removed conduit, foundations, and wiring legally off the project. Provide a new concrete foundation, conduit, and conductors of the same type and dimensions as the existing installation. Connect new conductors, as necessary, to the existing signal system as shown on the plans. 58.3.16 Signal Requirements Prior to beginning signal work at 19a` and Baxter, obtain approval from the MDT Traffic Signal Engineer for the construction sequencing and installation for the signal retrofit items of work. See the requirements in the provisions for Traffic Control provision and Maintenance of Signalized Intersection. Also, adhere to the requirements of Section 617 of MDT's Standard Specifications for signal submittals, materials, removals, installation, coordination, and scheduling of the signal activation with the MDT Traffic Engineer. The MDT representative is responsible for adjusting the existing signal controller timing. Coordinate with the Owner and the Engineer to be present during the signal activation. Obtain Engineer approval for a properly installed and operating system prior to signal activation. If necessary, coordinate and ensure manufacturer representatives are also present during signal activation. Manufacturer representatives may include those for radar detection system, controller, cabinet, Polara pedestrian buttons, Opticom emergency preemptive system, and others as determined by the Engineer. Representatives are required to provide technical assistance in setting up, checking out, and demonstrating that the system meets functional and operational requirements. Obtain approval of all representatives of a complete and working system prior to signal activation. SPECIAL PROVISIONS Page 36 of 56 1 The Contractor shall provide the Engineer a complete set of as-built drawings for the { signal system. 58.3.17 Service Assemblies All street lighting systems shall be metered separately from other uses, except for street lights installed in conjunction with traffic signal poles. Service assemblies and metered pedestals shall be located away from intersection comers, behind the sidewalk, outside of the sight triangle and within the public right-of- way or easement, as shown on the plans. ( Electric services shall use NEMA Type 3R cabinets with hinged, lockable covers and { 3/8-inch holes for a padlock. Services shall be equipped with 3-way switches for hand- off-auto operation. Wire photocell on/off control in the auto position. Service assemblies shall house electrically held lighting contactors that are 12-pole with 30-amp contacts ( rated at 600V and 120V coils. Street lighting circuits shall be automatically controlled with turn lock mounting delayed response photo cells. Service assemblies shall have a 120V, twist-lock receptacle type photoelectric cell with matching receptacle base attached to the assembly with heavy 1 duty galvanized c-channel structure using 1-inch galvanized rigid conduit, mounted 8- feet above grade. Orient window of photocell to face north. Photocell to operate the lighting contactors for on/off control when hand-off-auto is in the auto position. Meters shall be installed a minimum of 4-feet and maximum of 5-feet above grade to the center of the meter. 58.3.18 Remove,Reset, or Salvage Remove or salvage electrical items of work as shown on the Drawings. Salvage City of Bozeman items to the City Shop Complex at 814 N. Bozeman Avenue. Salvage MDT items to the Bozeman MDT shop at 100 Nelson Road. Securely attach all miscellaneous E parts and reusable hardware to the equipment to prevent loss or damage. Dispose of non- salvageable items legally off the project. Contact the City of Bozeman shop complex at 406-582-3200 or MDT Bozeman at 406-556-4700 to coordinate delivery. Reset electrical items of work as shown on the Drawings. Install the reset items on new foundations according to the requirements for the various items (included in the quantity for new concrete foundations). Connect the existing electrical items with new wiring, conductors, and hardware as necessary for a complete and operational system. Replace damaged electrical components with equivalent new components. Remove electrical items of work as shown on the Drawings. When removals impact an existing electrical system to remain in place, adjust the existing system for the removal to provide a complete and working system. This work includes but is not limited to providing all connections, new and re-wiring,hardware, conductors, and abandonment as necessary. 58.4 Payment. All work under this provision is included in the lump sum bid price for Electrical. 59. FLEXIBLE DELINEATORS Furnish flexible surface mount reinforced post delineators meeting the requirements of the City of Bozeman MPWSS Modifications Section 09810. For surface mount flexible delineators use SPECIAL PROVISIONS Page 37 of 56 Flex Stake Series 750, or approved equal. For ground mount flexible delineators use Flex-Stake Series 670 or approved equal. Install delineators as specified by the manufacturer's recommendations at the locations shown on the Signing Plans. All work under this provision is included in the lump sum bid price for Signing. 60. FENCING Remove existing fence in accordance with MDT Standard Specification Section 607. Furnish and install new fence to match existing MDT combination woven wire and barbed wire fence with wood posts in accordance with MDT Standard Specification Sections 607 and 712, and MDT Detail Drawings 607-00, 607-05, 607-10, 607-15, 607-20, and as shown in the Drawings. 61. SEEDING 61.1 Area Descriptions. Lawn: Existing quality seeded areas, existing irrigated areas, or areas near the roadway. Field: Existing native grassed and non-irrigated areas. 61.2 Seed Mix. Drill seed to a seed depth of 0.25 to 0.5 inches. For small areas inaccessible by drill seed equipment can be broadcast seeded. In these areas double the seeding rate and scarify following seeding to incorporate the seed into the upper 0.25 to 0.5 inches of soil. Area Species Seeding Rate Ibs/acre Lawn Commercial turf grass mixture, specifically blended for 80.0 and adapted to the Bozeman area. Must contain: 2 varieties of Kentucky bluegrass (50%by weight) 1 variety of turf-type perennial iyegrass (25%by weight) 1 variety of turf-type creeping red fescue 25% by weight) Field Pryor slender wheatgrass 4.0 Covar sheep fescue 8.0 Rosana western wheatgrass 15.0 Critana thickspike wheatgrass 15.0 Reubens Canada bluegrass 4.0 61.3 Fertilizer Avolication. Area Nitrogen P205 Lawn 10lbs/acre 30lbs/acre Field 101bs/acre 301bs/acre 61.4 Compost. Area Description Lawn Uniformly apply a dry weight equivalent of 16 tons per acre, roughly 65 cubic and yards per acre, of compost within 4 hours over the seeded areas. Compost can Field be applied in dly form with a blower unit or as a hydraulic slurry. Within 24 hours following compost application, apply a guar-based tackifier with hydraulic equipment at a rate of 70 lbs of tackifier per acre. Use Glacier Gold, Big Butte Compost, Earth Systems compost, or approved equal. 61.5 Payment. All work under this provision including seed, fertilizer, compost, weed control, and all incidentals is paid at the lump sum bid price for Seeding, Fertilizer, and Compost. SPECIAL PROVISIONS Page 38 of 56 62. SOILS INFORMATION SK Geotechnical of Billings, Montana provided a geotechnical design report for the pavement evaluation. The soil boring locations and materials are shown on the drawings and the laboratory test results are included in the reports in Appendix B in these Contract Documents. This information is provided for informational purposes only. The Contractor remains responsible for analyzing site conditions when preparing their bid. ` 63. JOB TRAILER i The Contractor shall furnish, install, maintain, and remove a job trailer for the engineer's Resident Project Representative (RPR) for the duration of the project. The trailer shall, at a minimum, be heated/cooled, have a work desk, chair, and internet access. This trailer may be shared with the Contractor. The trailer shall meet all state and local government regulations. Costs for furnishing, installing, maintaining, and removing a job trailer is incidental to other items of work, and no additional compensation is made. 64. MEASUREMENT &PAYMENT 64.1 Scope. This section describes the method of measurements and basis of payment for all work covered by the Contract Documents. For the purposes of this Contract, this Measurement and Payment Section shall govern and take precedence over all other references to measurement and payment(with exception to any addenda)referenced in these specifications. 64.2 Bid Prices. The bid price for each item of the Contract in the Bid Proposal shall cover all work shown on the Drawings and required by the specifications and other Contract Documents. All costs in connection with the work, including furnishing all materials, equipment, supplies and appurtenances; providing all required construction support plants, equipment, and tools; and performing all necessary labor and supervision to fully complete the work, shall be included in F the unit and/or lump sum prices bid in the Bid Proposal. The amounts shown on the Bid Proposal shall be the contract price. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of or in addition to the prices submitted in the Bid Proposal. All work not specifically set forth as a pay item in the Bid Proposal shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid. r 64.3 Estimated Quantities. Any estimated quantities stipulated in the Bid Proposal or other Contract Documents are approximate and are to be used; (1) only as a basis for estimating the probable cost of the work and(2) for the purpose of comparing the bids submitted for the work. 64.4 Incidentals. The following measurement and payment sections do not necessarily name all the incidental items required by the Contract Documents to complete the work. The cost of all such incidentals shall be included in the various related bid items. Final payment will not be made until the work is complete and accepted by the Owner. 64.5 Method of Measurement. No measurement of items contained in this Contract will be made on items representing a lump sum bid. Measurement of items contained in this Contract will be made on the number of items represented by each unit installed and described in further detail in the payment section. 64.6 Basis of Payment. Item No. Description SPECIAL PROVISIONS Page 39 of 56 1. Mobilization,Bonding& Submittals (May Not Exceed 5% of Total Base Bid): * General: This bid item shall include mobilization, bonding, insurance, permitting, and submittals. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Transport and set up all equipment, materials and other items needed to complete the project; • All permits, coordination and compliance inspections required for work; • Bonding and Insurance; • Provide all submittals, the construction schedule, and other paperwork required prior to construction start up. * Measurement: Measurement is one lump sum item. * Pan: Payment is at the unit bid price per lump sum. Payment of this bid item will be allowed once the Contractor is fully mobilized, all submittals are received, and bond and insurance certificates have been submitted and approved; thereon 100% payment will be allowed. This bid item may not exceed five percent(5%) of the total base bid. 2. Construction Surveying, Staking, &Testing: * General: This bid item shall include providing field surveying equipment, trained personnel, and staking services for all construction activities in accordance with this contract. This bid item also includes all testing services not provided by the Owner's Testing Company. * Work Included: • Provide all surveying equipment and all required surveying, staking, and grade control as specified and as shown in the drawings; • Provide a P.L.S. and other personnel for the operation of the survey devices and equipment; • Produce and deliver to the Engineer all staking notes and material testing reports; • Provide all testing services not provided by the Owner's Testing Company. * Measurement: Measurement is one lump sum item. * Payment: Payment is at the unit bid price per lump sum. Partial payments will be made based on the percentage of surveying, staking, and testing provided. 3. Traffic Control: * General: This bid item shall include providing traffic control submittals, personnel and devices for all construction activities. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Obtain all required agency approvals and provide an approved traffic control plan and iterations; • Coordination with adjacent projects and agency representatives, news releases,newsletters, and public meetings as specified; • Furnish, install, maintain, relocations for sequencing changes, and removal all necessary traffic control devices and markers; SPECIAL PROVISIONS Page 40 of 56 i • Provide personnel for flagging and other traffic control tasks as needed; • Furnish, install, maintain and remove temporary traffic and pedestrian ` signals, warning signals and lights, ADA accessibility, pavement markings, and signing for vehicles,pedestrians, and bicyclists; • Furnish, install, maintain and remove traffic control items for and during winter shutdown including temporary asphalt pavement; • Furnish, install, maintain and remove detours, temporary widening, and landowners access; • Furnish, install, maintain, and remove temporary concrete barrier rail and temporary attenuators as required for vertical and horizontal hazards based on construction sequencing and traffic control. * Measurement: Measurement is one lump sum item. * Payment: Payment is at the unit bid price per lump sum. Partial payments will be made based on the percentage of the traffic control provided. 4. Erosion Control&Permits: * General: This bid item shall include preparing applications and obtaining project permits, and procuring and installing all required erosion control devices. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • All permits, coordination and compliance inspections required for work including but not limited to the NOI, SWPPP, and any requirements for the CWA Individual,, Stream Protection Act 124, and 401 Certification permits; • Procuring and installing temporary erosion control devices as required, ( and permanent erosion control devices at pipe outlets and at terminal road sections as necessary; • Monitoring the performance of erosion control devices and providing corrections, improvements, or maintenance as necessary; • Removal of temporary devices. * Measurement: Measurement is one lump sum item. * Payment: Payment is at the unit bid price per lump sum. 5. Dewatering: * General: This bid item shall include dewatering, bypass pumping, and permitting to construct the project. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • All dewatering and discharge plans,permits, coordination and compliance inspections required for work; • Disposal of waste water; • Furnish, install, maintain and remove dewatering and bypass pumping facilities. ' * Measurement: Measurement is one lump sum item. * Payment: Payment is at the unit bid price per lump sum. SPECIAL PROVISIONS Page 41 of 56 6. Remove Fence: * General: This bid item shall include the removal of existing fences and panels within the construction limits as shown on the plans and as directed by the Engineer. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Removal and disposal of fence, panels, posts, foundations, and miscellaneous fencing as directed by the Engineer; • Protection of existing fences that are not to be disturbed; • Backfilling,re-grading, and compacting removal areas; • Fence salvage, stockpile, and delivery as directed by the Engineer. * Measurement: Measurement is per linear foot of fence removal. * Payment: Payment is at the unit bid price per linear foot. 7. Topsoil-Strip Salvage, and Reuse: * General: This bid item includes the stripping, salvage, stockpiling, and reuse of topsoil. Remove all topsoil to provide a replacement quantity to cover all areas disturbed by construction within the construction limits shown on the plans with a 6-inch thick layer of salvaged topsoil. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Stripping, salvaging, and stockpiling existing topsoil to stockpile locations approved by the Engineer within right-of-way limits or at a Contractor furnished site located off the project; • Hauling, placing, spreading salvaged topsoil on disturbed areas within construction limits to a 6-inch depth; • Grading the topsoil to finished grade elevations and slopes. * Measurement: Measurement is per cubic yard of final topsoil in place. * Pam: Payment is at the unit bid price per cubic yard. S. Topsoil-Im op rted: * General: This bid item includes furnishing and installing imported topsoil including any stockpiling and re-handling of topsoil, if there is not adequate salvage topsoil material available within the project limits to cover all disturbed areas to a 6-inch thick depth of topsoil. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Imported topsoil including hauling, stockpiling, and re-handling of topsoil; • Hauling, placing, spreading salvaged topsoil on disturbed areas within construction limits to a 6-inch depth; • Grading the topsoil to finished grade elevations and slopes. * Measurement: Measurement is per cubic yard of final topsoil in place. Plan quantities are an estimate only. * Payment: Payment is at the unit bid price per cubic yard. SPECIAL PROVISIONS Page 42 of 56 9. Remove Pipe: * General: This bid item includes the removal or abandonment of portions of the existing storm drain system and culverts as shown on the drawings. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; r • Saw cutting and excavation of the storm drain system or culverts to k expose and remove/abandon; ( • Removal and disposal of storm drain pipes, culverts, end sections, inlets, manholes, bedding, and excess material; • Any exploratory excavation, repair work, protection, and slowdown in progress due to encountering any utility which crosses the existing pipes; • Backfilling,re-grading, and compacting the removal areas. * Measurement: Measurement is per linear foot of pipe removal. * Payment: Payment is at the unit bid price per linear foot. f 10. Remove Median Inlet: * General: This bid item includes the removal of the existing median inlet and adjacent concrete apron as shown on the drawings. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Saw cutting and excavation of the inlet and pipe connections to expose and remove; • Removal and disposal of inlet, grate, concrete apron, and excess material; • Any exploratory excavation, repair work, protection, and slowdown in progress due to encountering any utility which crosses the existing pipes; • Backfilling,re-grading, and compacting the removal area. * Measurement: Measurement is per each median inlet removal. * Payment: Payment is at the unit bid price per each. 11-21. Pipe-Drainage: * General: These bid items shall include furnishing and installing new pipe for the storm drain system and for culvert replacement and extensions, of the material and dimensions specified. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Trench excavation, foundation preparation and compaction, and furnishing and placing Type 1 and Select Type 1 pipe bedding with geotextile to place the pipes to the lines and elevations specified; • Furnishing and placing Type 2 pipe bedding with geotextile, as deemed necessary by the Engineer; • Flowable fill as required; • Removal and disposal of all material generated from excavation; • Subexcavation of saturated or yielding subgrades as required to provide a firm,unyielding pipe foundation bed; 0 Furnishing and placing subexcavation foundation material as a subbase to SPECIAL PROVISIONS Page 43 of 56 pipe bedding as required to provide for a firm,unyielding pipe bed; • Furnishing and placing backfill, re-grading, and backfilling and compacting trench areas as necessary; • Connections to the existing storm drain pipes or culverts; • Furnishing and installing PVC, RCP, RCPA, CMP, CMPA, CSP Slotted Drain system pipes and appurtenances; • Concrete collar connections, angled joint connections, and bends; • Furnishing and installing FETS end sections and trash guards as shown on the plans; • Coordination with Farmer's Canal and permitting agencies as necessary; • Temporary stream and irrigation diversion facilities for pipe installation outside of the non-irrigated and non-low flow periods, and to provide irrigation water to downstream users; • Any exploratory excavation, repair work, protection, and slowdown in progress due to encountering a utility which crosses the buried pipes. * Measurement: Measurement for pipes is by the linear foot measured along the flowline for the installed and accepted pipes. * Payment: Payment for the completed and accepted quantities is at the unit bid price per linear foot of pipe for the type, size and material specified. 22-28. Manholes and Inlets: * General: These bid items shall include the installation of various sizes and types of combination manholes and inlets, manholes, curb inlets, double curb inlets, and median inlets associated with the storm drainage and culverts. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Saw cutting, excavation, foundation preparation and compaction, and furnishing and placing bedding material with geotextile; • Removal and disposal of all material generated from excavation; • Flowable fill as required; • Connections to the existing pipes and any joints; • Furnish and install manhole and inlet structures with all required penetrations and slots, precast bases and roof slabs, dry well holes, steps, shelves, frame and cover, grates,joint sealer, adjustment rings and risers, flexible gasket joints, and pipe connections; • Shop drawings; • Furnish and install, when called for on the details, drain rock, fabric, interior drops, infiltration pans, interior/exterior rubberized chimney seals, exterior rubberized joint seals and fast setting hydraulic cement; • Finish grade the drainage leading to inlets/manholes; • Testing as specified, including but not limited to light, leakage, deflection, trench and backfill compaction, and joints; • Any exploratory excavation, repair work, protection, and slowdown in progress due to encountering a utility which crosses the manholes or inlets. * Measurement: Measurement is per each for the various size manholes and inlets for the installed and accepted item. SPECIAL PROVISIONS Page 44 of 56 * Payment: Payment for the completed and accepted quantities is at the unit bid price per each for the type, size and material specified of manhole and inlet. 29. 4"Edge Drain: * General: This bid item shall include all equipment, labor and associated work to install the perforated edge drains wrapped in geotextile. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Trench excavation,foundation preparation and compaction, and furnishing and placing pipe bedding with geotextile to place the pipes to the lines and r elevations specified; • Furnishing and placing subexcavation foundation material as a subbase to ` pipe bedding as required to provide for a firm,unyielding pipe bed; • Flowable fill as required; • Removal and disposal of all material generated from excavation; 0 Furnishing,placing and compacting backfill, and re-grading as necessary; a Furnishing and installing perforated edge drain pipes and wrapping with geotextile; • Any exploratory excavation, repair work, protection, and slowdown in progress due to encountering a utility which crosses the buried pipes. * Measurement: Measurement for 4" Edge Drain is by the linear foot measured along the flowline for the installed and accepted pipes. * Payment: Payment for the completed and accepted quantities is at the unit bid price per linear foot of 4"Edge Drain. 30, 4" Edge Drain Outfall: * General: This bid item shall include all equipment, labor and associated work to install the non-perforated edge drain outfalls including connections, bends, rodent guards, and delineators. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Trench excavation,foundation preparation and compaction, and furnishing and placing pipe bedding with geotextile to place the pipes to the lines and elevations specified; • Furnishing and placing subexcavation foundation material as a subbase to pipe bedding as required to provide for a firm,unyielding pipe bed; ' 0 Flowable fill as required; 0 Removal and disposal of all material generated from excavation; • Furnishing,placing and compacting backfill, and re-grading as necessary; • Furnishing and installing non-perforated edge drain outfall pipes and all pipe connections and bends; • Furnishing and placing rodent guards and flexible delineators; • Any exploratory excavation, repair work, protection, and slowdown in progress due to encountering a utility which crosses the buried pipes. * Measurement: Measurement for 4" Edge Drain Outfall is by the linear foot measured along the flowline for the installed and accepted pipes. SPECIAL PROVISIONS Page 45 of 56 * Payment: Payment for the completed and accepted quantities is at the unit bid price per linear foot of 4"Edge Drain Outfall. 31. Adjust Manhole: * General: This bid item shall include all equipment, labor and associated work to adjust manholes to fmished grade by raising or lowering using grade rings. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Coordinating with respective utility owner; • Saw cutting; • Adjusting and/or sloping manhole to finished grade elevation with grade rings; • Make final manhole adjustments before paving; • Removal and disposal of unsuitable materials replaced by the work. * Measurement: Measurement for Adjust Manhole is per each. * Payment: Payment is at the unit bid price per each Adjust Manhole. 32. Modify Manhole: * General: This bid item shall include all equipment, labor and associated work to modify manholes to finished grade by raising or lowering using removal and replacement of portions of the cone or barrel sections. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Coordinating with respective utility owner; • Saw cutting; • Excavation, compaction backfill, and testing; • Modifying manhole to finished grade elevation with removal and replacement of new cone or barrel sections and adjusting and/or sloping manhole to finished grade elevation with grade rings; • Boring and/or drilling existing manholes, patching, sealing, and connections to new pipes; • Weir plate adjustments and/or replacement; • Make final manhole adjustments before paving; • Removal and disposal of unsuitable materials. * Measurement: Measurement for Modify Manhole is per each. * Payment: Payment is at the unit bid price per each Modify Manhole. 33. Adjust Water Valve: * General: This bid item shall include all equipment, labor and associated work for adjusting water valves to finished grade. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Coordinating with City of Bozeman for operations; • Adjusting water valve including final adjustments before paving. * Measurement: Measurement for Adjust Water Valves is per each. * Payment: Payment is at the unit bid price per each Adjust Water Valve. SPECIAL PROVISIONS Page 46 of 56 i t t 34. Insulation: * General: This bid item includes furnishing and placing 60 PSI (per COB MPWSS Modification Section 02660.2.15) water line insulation as shown in the plans, and other areas as identified by the Engineer. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to ' complete the work as specified; • Trench excavation, disposal of excavated material,trench compaction; 0 Furnish and install bedding sand and insulation board; • Cutting and abutting board ends on irregular alignments to provide a neat seam between each board installed; • Backfill and compaction as necessary. * Measurement: Measurement is per square foot of insulation placed and accepted. * Payment: Payment for the completed and accepted quantities is at the unit bid ` price per square foot. 35. Cold Mill: * General: This bid item includes cold milling as shown in the plans, and other areas as identified by the Engineer. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Saw cutting and haul/disposal of milled and excavated material. * Measurement: Measurement is per square yard of cold milling accepted. * Pam: Payment for the completed and accepted quantities is at the unit bid price per square yard. 36. Street Excavation(Above Sub rg ade): * General: This bid item includes clearing, grubbing, urban street excavation, transporting onsite or imported excavation for embankment fill construction, compacting, and disposal of excess material encountered within the construction limits necessary to construct the project to the lines and grades noted in the specifications and drawings. This bid item also includes all project saw cutting and the removal and disposal of existing concrete sidewalk, curb, asphalt pavement, concrete pavement, trees, shrubs, and miscellaneous items within the construction limits to be removed, not otherwise identified as a specific bid item. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work; • Utility company coordination to facilitate construction of the project; • Protecting and temporary supports for existing underground, at-grade, and overhead utilities including gas, phone, TV, power, fiber, cable during excavation efforts; • Clearing, grubbing, tree and stump removal within the construction limits ' or as directed by the Engineer, including haul and disposal of materials; • Removal, relocation, or disposal of miscellaneous items including landscaping beds, edging, decorative rock, and drainage chutes; SPECIAL PROVISIONS Page 47 of 56 • Trimming or removing existing trees as directed by the Engineer; • Coordination with the City of Bozeman Forester and protection of existing trees that are not to be disturbed; • Saw cutting pavement, sidewalk, curb and gutter; • Removal, hauling, and disposal of existing bituminous surfacing, existing concrete pavement, existing concrete curb, pin down curb, gutter and sidewalk as shown on the plans, or otherwise as required to complete the work or directed by the Engineer; • All urban subsoil excavation of material to construct the roadway, sidewalks, and driveways shown on the drawings; • Haul or other transportation required to place the onsite excavated or imported material in embankment and stockpiles to construct the project; • Placing and compacting clean embankment material meeting minimum density specifications; • Offsite waste and disposal of excess material, including haul; • Ditch and culvert inlet/outlet grading; • Driveway grading and efforts to match existing grades; • Subgrade preparation and compaction; • Dust control; • Final grading and clean up. • Measurement: Measurement for Street Excavation is per cubic yard of plan quantity. Over excavation not authorized by the Engineer, or excavation outside the lines, grades, elevations, and dimensions as shown in the drawings will not be considered for measurement. Any material removed and replaced or wasted for the Contractor's convenience will not be considered for measurement. * Patent: Payment for the completed and accepted quantities is at the unit bid price per cubic yard of Street Excavation(Above Subgrade). 37. Subexcavation and Replacement Below Subgrade(Imported Materials): * General: This bid item includes the subexcavation below subgrade to a depth determined by the Engineer, disposal of unsuitable material as identified by the Engineer, and replacement with imported 3-inch minus pit run material. Geosynthetic is paid separately. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Excavation, disposal, haul, and waste of unsuitable material below proposed subgrade; • Foundation preparation and compaction; • Furnishing,placing, and compacting imported 3"minus pit run material; • Furnish moisture-density proctors; • Final grading and cleanup. * Measurement: Measurement is per cubic yard by measuring the subexcavated area and computing the volume prior to backfilling. Over excavation not authorized by the Engineer will not be considered for measurement. * Payment: Payment for the completed and accepted quantities is at the unit bid price per cubic yard. Payment is for subexcavation and replacement material. SPECIAL PROVISIONS Page 48 of 56 i 38. Separation Geotextile: * General: This bid item includes all equipment, labor and associated work for furnishing and installing separation geotextile at the locations as shown on the ' plans or as directed by the Engineer. * Work Included: 0 All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Furnish and install separation geotextile fabric on all subgrade areas as r shown on the drawings and as directed by the Engineer, including all i overlaps and keys as necessary. * Measurement: Measurement is at the square yard in place, not including overlap,vertical walls,keys, or excess fabric. * Payment: Payment for the completed and accepted quantities is at the unit bid price per square yard for Separation Geotextile. 39. Geosynthetic: * General: This bid item includes all equipment, labor and associated work for furnishing and installing geosynthetic at the subexcavation locations shown on the plans or as directed by the Engineer. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Furnish and install geosynthetic to line the subexcavation perimeter as shown on the drawings and as directed by the Engineer, including all overlaps and keys as necessary. * Measurement: Measurement is at the square yard in place, not including overlap or excess fabric. * Pam: Payment for the completed and accepted quantities is at the unit bid price per square yard for Geosynthetic. 40-41. Sub-base Course(3"Minus)/Crushed Base Course(1.5"Minus): * General: These bid items include providing and placing base course material of the gradation and material specifications indicated. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Excavation, crushing, screening and all other work necessary to meet material specifications; 0 Loading,haul or other transportation required to place material on site; • Furnish moisture-density proctors; • Place the material meeting minimum density specifications at the locations, depths, lines, grades and elevations required; • Furnishing and placing water for compaction and dust control. * Measurement: Measurement is per cubic yard, complete and accepted in- place. * Payment: Payment for accepted quantities is at the unit bid price per cubic yard for each specified gradation. 42. Asphalt Concrete Pavement,PG 58-28: SPECIAL PROVISIONS Page 49 of 56 * General: This bid item includes providing and placing the bituminous surface course of specified thickness, lifts, and areas,including prime and tack coats. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Provide project specific mix design and control testing; • Excavation, crushing, screening and all other work necessary to meet material specifications; • Loading,haul or other transportation required to place the material; • Place the material meeting specifications at the locations, depths, lines, grades and elevations required; • Provide all bituminous material (PG 58-28), prime coat, tack coat (between lifts), and hydrated lime, and other materials in accordance to the mix-design and specifications; • Furnishing, loading, hauling, handling, measuring, mixing, manipulation, placing, shaping, compacting,rolling, finishing and testing of materials; • Removal of newly placed pavement, furnishing, loading, hauling, handling, measuring, mixing, manipulation, placing, shaping, compacting, rolling, finishing and testing for improving unsatisfactory areas. • Provide refinery certifications of the bituminous product; • Weighing each load of material at a certified scale prior to delivery; • Producing weight tickets for the Engineer's records for each load; • Removal and disposal of any wasted bituminous materials. * Measurement: Measurement is by the tons placed of specified bituminous surface course for the completed and accepted work as measured at the certified batch plant scale,measured prior to site delivery. * Payment: Payment is at the unit bid price per ton of Asphalt Concrete Pavement. 43. Asphalt Seal and Chip Coat: * General: This bid item is providing and placing bituminous material covered with aggregate. • Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Surface preparation and cleaning; • Stockpiling materials; • Protection of all inlets, sign posts, luminaires, signals, trees, shrubs, tops of curb and gutters from splashing bituminous material and aggregates; • Provide all bituminous material, aggregate, building paper as required to complete the work in accordance to the specifications; • Furnishing, loading, hauling, handling, measuring, mixing, spreading, spraying, placing, compacting, rolling, sweeping, brooming, finishing and testing of materials to the locations shown on the drawings or as determined by the Engineer; • Provide refinery certifications of the bituminous product; • Removal and disposal of any loose or wasted aggregate and bituminous materials; SPECIAL PROVISIONS Page 50 of 56 i i • Cleaning gutters. * Measurement: Measurement is by the square yard placed and accepted. * Payment: Payment is at the unit bid price per square yard. 44. Concrete Sidewalk 6"Thick(With 3"Thick Gravel Base) * General: This item includes construction of 6-inch concrete sidewalks, ADA ramps, and driveways with 3-inch thick base course gravel. * Work Included: • All labor,tools, equipment,materials,royalties and incidentals necessary to complete the work as specified; . • Excavation, shaping and compaction of underlying subgrade; • Furnish,place, shape, and compact 3-inch minimum thickness of sidewalk base course gravels to achieve proper sidewalk lines, grades and { elevations shown on the drawings; • Furnish,place and strip form work; • Furnish and place cast-in-place Portland Cement Concrete with Fibermesh reinforcement for sidewalks and ramps meeting the lines, grades, and thicknesses shown on the drawings; • Furnish and place all reinforcing steel, dowels,Fibermesh,joint material, 4 finishing, curing, coating and other materials as necessary; • Construct all connections to existing concrete sidewalks and driveways, including saw cutting, drilling and doweling into the existing concrete; • Provide broom finish or other finishing materials as specified; • Provide all materials and labor to perform any hot/cold weather install. * Measurement: Measurement is per square yard of concrete placed. * Payment: Payment is at the unit bid price per square yard of concrete placed including base gravels and curb ramps. Payment for this item will be made after the work has been completed and accepted, and verified by the Engineer to meet ADA requirements. Detectable warning devices are paid separately. 45. Detectable Warning Panels: * General: This item includes furnishing and installing Detectable Warning Panels in concrete sidewalk ramps as shown on the Plans. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; * Measurement: Measurement is per square yard placed. * Pae: Payment is at the unit bid price per square yard of warning surface installed and accepted, verified by the Engineer to meet ADA requirements. Concrete sidewalk and base gravels under the detectable warning devices are paid separately under Concrete Sidewalk 6"Thick. 46-47. Concrete Curb and Gutter, Concrete Median Curb * General: These bid items include the installation of the various types of concrete curb and gutter to the dimensions and at the locations shown on the plans, including standard curb and gutter, spill curb and gutter, drop curb and gutter,transitions, slotted drain curb,median curb, and terminals. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to SPECIAL PROVISIONS Page 51 of 56 complete the work as specified; • Furnish and install all reinforcement, doweling, and supports; • Furnish and erect all forming,prepare existing concrete in contact with the pour; • Furnish,place and finish concrete; • Install all various types of curb and gutter listed above including drop curb and gutter for driveways and curb ramps and inlet aprons; • Furnish and install pre-molded mastic material for expansion joints, contraction joints, and other necessary jointing; • Surface preparation and median curb rebar connection to existing pavement as shown on the Plans; • Curing, finishing, testing concrete; • Strip and remove forming; • Provide all materials and labor for any cold/hot weather concreting. * Measurement: Measurement for Concrete Curb and Gutter is per linear foot of curb and gutter installed,measured along the top back of the curb. * Payment: Payment for Concrete Curb and Gutter is at the unit bid price per linear foot of curb and gutter placed and accepted, verified by the Engineer to meet ADA requirements. Base gravels under the curb are paid separately. 48. Concrete Median Cap: General: This bid item includes the installation of a 4-inch thick concrete cap with 2-inch thick base gravels in the median islands. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Furnish and install all reinforcement, doweling,box outs, and supports; • Furnish and erect all forming,prepare existing surfaces in contact with the pour; • Furnish, place, compact, install, and finish 2-inch thick crushed aggregate course and 4-inch thick concrete cap; • Furnish and install jointing and bond breaker; • Curing, finishing, testing concrete; • Strip and remove forming; • Provide all materials and labor for any cold/hot weather concreting. * Measurement: Measurement for Concrete Median Cap is per square yard of median cap installed and accepted. * Payment: Payment is at the unit bid price per square yard of concrete median cap placed and accepted. Base gravels under the median cap are included in the unit bid price of concrete median cap. 49. Electrical: * General: This item includes furnishing and installing electrical items for the corridor lighting and traffic signal retrofit. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Clearing, grubbing, strip and salvage topsoil, saw cutting, trench SPECIAL PROVISIONS Page 52 of 56 0 excavation, trench shoring, backfilling, flowable fill for crossings and backfill, trench patching with replacement of asphalt, gravels or concrete ` along the trenching, final grading, topsoil replacement, seeding and i sodding replacement, and final cleanup at electrical installation sites; • Furnishing and installing conduits of the material type and size shown on the plans, including caps,markers, elbows, and fittings as necessary; • Sono-tube or foundation excavation, furnishing and placing foundation concrete and rebar, curing foundations; d • Furnishing and installing conduit, pull boxes, foundation concrete, copper cable, copper conductors, and radar detection cable of the size and type shown on the plans including foundation soils preparation and compaction, and connection of conduits; • Wiring and connections,including connections to existing; • Determine and modify the existing service assembly delinquencies based on service design requirements shown on plans, furnish and install new parts as necessary for a complete and working service; • Furnish, install, and wire the new service assemblies including all appurtenances and connections for a complete and working service; • Power connection and coordination with Northwestern Energy; t • Furnish and install new photo electric controls; • Furnish and install NEMA Type 3R cabinets with a hinged lockable door, ( terminal strip,wiring and connections; • Furnish and install colored luminaire, colored mast aim, colored LED assembly, wiring, connections, grounding, mounting hardware, accessories, and all appurtenances for a complete and working system; • Furnishing and installing new traffic signal indications with yellow back plates to the type shown on the drawings including LED optical units, signal housing, mounting brackets, and all appurtenances as necessary for ` a complete and working system; • Furnishing and installing new pedestrian signal indications to the type shown on the drawings including LED optical units, signal housing, mounting brackets, and all appurtenances as necessary for a complete and working system; • Furnish, install, and wire new pedestrian signal standards including MDT types 1-80 and 1-100, bases, wiring, mounting, anchor bolts, hardware, 6 accessories, and all appurtenances for a complete and working system; • Coordination with the City of Bozeman, Montana Department of Transportation, and factory representatives; • Removing, salvaging, transport, and delivery to the respective owner of removed various electrical items; • Furnishing and installing wiring and conduits to match existing material type and size as necessary for a working system, including caps, markers, elbows, fittings, connections to existing,rewiring as necessary; • Furnish, install, wire, test, and adjust new radar detection systems, and include all appurtenances for a complete and working system; • Furnish, install, program, and wire new tactile and audible with voice messaging pedestrian push buttons meeting ADA requirements including SPECIAL PROVISIONS Page 53 of 56 housing, housing back plate to fit the pole curvature, saddles when necessary,mounting, and all appurtenances for a complete system; • Furnish, install, and wire new yagi antenna including all appurtenances for a complete and working system; • Powder coating or painting; • Any exploratory excavation, repair work, protection, flowable fill, and slowdown in progress due to encountering utility conflicts at electrical installations. * Measurement: Measurement is per one lump sum. * Pam: Payment is at the unit bid price per lump sum of Electrical installed and accepted. 50. Signing: * General: This item includes furnishing and installing new signs, removing signs,reusing signs, and new delineators as shown on the drawings. • Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Clearing, grubbing, stripping and salvaging topsoil, excavation, backfilling, compaction, final grading, topsoil replacement, seeding and sodding replacement, and final cleanup at sign installation sites; • Foundation excavation, furnishing and placing concrete foundations and repar, curing foundation concrete; • Furnishing, installing, and mounting new signs, foundations, posts, breakaway devices, median island boxout signs, mounting hardware for posts and luminaires,brackets for overhead mounting on mast arms; • Removing, salvaging, and transporting existing signs to the City of Bozeman or Montana Department of Transportation; • Reusing signs including removing and salvaging signs, furnishing and installing a new foundation and post, and mounting hardware; • Removing existing delineators; • Furnishing and installing new delineators; • Any exploratory excavation, repair work, protection, flowable fill, and slowdown in progress due to encountering any utility crossing the work. * Measurement: Measurement is per one lump sum. * Payment: Payment is at the unit bid price per lump sum for signs installed, removed,reused, and delineators of accepted work. 51. Pavement Markings: * General: This item includes famishing and installing new pavement markings including thermoplastic, epoxy, and words and symbols at the locations shown on the drawing in a single, final application. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Pre-application surface preparation including sweeping, cleaning, grinding,removals, and all surface preparation to place the markings; • Furnishing and installing new thermoplastic and epoxy pavement SPECIAL PROVISIONS Page 54 of 56 Y markings to the specified color and style including words and symbols; • Removal of existing pavement markings. * Measurement: Measurement is per one lump sum. * Payment: Payment is at the unit bid price per lump sum of pavement markings installed and accepted. 52. Temporary Pavement Markings: * General: This item includes furnishing and installing temporary pavement markings for winter shutdown, if necessary, using waterborne paint per MPWSS. Include lane, median, turn lane lines, and turn lane words and symbols. Do not include bike lane lines, bike words and symbols, or median hatching. * Work Included: 0 All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; a Pre-application surface preparation including sweeping, cleaning, and all work necessary to prepare the surface to place the markings; • Furnishing and installing waterborne paint to the specified color and style including words and symbols; • Removal of temporary markings. * Measurement: Measurement is per one lump sum. * Payment: Payment is at the unit bid price per lump sum of temporary pavement markings installed and accepted. 53. Fence: * General: This bid item shall include furnishing and installing new fencing to match existing MDT type fence based on the MDT Detailed Drawings. * Work Included: • All labor, tools, equipment, materials, and incidentals necessary to complete the work as specified; • Furnishing and installing new fence, panels, posts, wire, foundations, and miscellaneous fencing items as shown on the 607 Series MDT Detailed Drawings and as directed by the Engineer; a Protection of existing fences that are not to be disturbed; 0 Backfilling,re-grading, and compacting; • Temporary fencing as directed by the Engineer. * Measurement: Measurement is per linear foot of fence installed and accepted. * Payment: Payment is at the unit bid price per linear foot. 54. Seeding, Fertilizer&Compost: * General: This item includes preparation of topsoiled areas for seeding, fertilizing, and compost as specified, including all disturbed areas. * Work Included: • All labor, tools, equipment, materials, royalties and incidentals necessary to complete the work as specified; • Preparing areas for seeding and smooth grading over construction slopes; • Furnishing and placing certified weed-free seeding, fertilizer, and mulch; • Drill seed 3H:1V slopes or flatter and hydraulic seed steeper slopes; • Furnishing and placing compost; SPECIAL PROVISIONS Page 55 of 56 • Coordination of seed and topsoil placement with installation or relocation of sprinkler systems and electrical systems; • Weed control; • Watering placed seedbed until final stabilization is obtained. * Measurement: Measurement is per lump sum. * Payment: Payment is at the unit bid price per lump sum of seeding, fertilizing, and mulching installed and accepted. 55. Adjust Sprinkler System: * General: This bid item shall include the adjustment or relocation of lawn irrigation sprinkler systems in conflict with the work. * Work Included: • All labor, tools, equipment, materials, royalties and incidentals necessary to complete the work as specified; • Coordination with the irrigation system owner and Engineer, prior to and during all work; • Identify and locate irrigation heads and components to be relocated; • Temporarily shutting down water flow to complete the work; • Expose all fixtures to be relocated; • All trenching for relocated components; • Removing, relocating, or adjusting sprinkler irrigation system components to a location not in conflict with the proposed work; • Supplying and installing new heads in conflict with the proposed work; • Supplying and installing all other new components needed to complete an operational irrigation system; • Backfilling, spreading salvaged topsoil to meet adjacent grades, seeding and/or sodding at irrigation installation sites; • Leak testing and final operational adjustments to provide adequate head-to- head irrigation coverage; • Provide all equipment, tools and materials for conducting all testing and repairs required; • Remove and dispose of all materials removed that are not to be salvaged. * Measurement: Measurement shall be per each Adjust Sprinkler System as determined by the Engineer. * Payment: Payment for the completed and accepted quantities will be by the contract unit price bid per each Adjust Sprinkler System. SPECIAL PROVISIONS Page 56 of 56 TECHNICAL SPECIFICATIONS TECHNICAL SPECIFICATIONS Incorporation of Montana Public Works (MPW) Technical Specifications: The Technical Specifications as found in Montana Public Works Standard Specifications (MPWSS), Sixth Edition, April 2010, and all subsequent addendum, are incorporated by reference and made a part of this Contract. Incorporation of Montana Department of Transportation Technical Specifications: The Technical Specifications contained in the Montana Department of Transportation (MDT) Standard Specifications for Road and Bridge Construction, 2014 Edition, and all subsequent Supplemental Specifications are incorporated by reference and made a part of this Contract. Specific applicable sections are referenced in the Contract Documents and supersede MPWSS requirements and COB Modifications and Additions to the MPWSS. Incorporation of City of Bozeman Modifications and Additions to MPWSS: The following modifications and additions by the City of Bozeman (COB) to the MPWSS Technical Specifications and Standard Drawings,including all addendum,supersede MPWSS requirements: Section 01500 Construction and Temporary Facilities Section 01570 Construction Traffic Control Section 01580 Temporary Water Supply Section 01700 Contract Closeout Section 02112 Removal of Existing Pavement, Concrete Curb,Sidewalk, Driveway and/or Structures Section 02113 Adjusting Existing Manholes, Lampholes, Inlets, Water Valve Boxes, Water Services And Fire Hydrants To Grade Section 02221 Trench Excavation And Backfill For Pipelines And Appurtenant Structures Section 02235 Crushed Base Course Section 02502 Asphalt Prime And/Or Tack Coat Section 02504 Asphalt Seal Coat Section 02510 Asphalt Concrete Pavement Section 02528 Concrete Curb And Gutter Section 02529 Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters And Miscellaneous New Concrete Construction Section 02581 Pavement Markings and Markers Section 025 82 Reflective Thermoplastic Pavement Markings Section 02660 Water Distribution System Section 02720 Storm Drain Systems Section 02730 Sanitary Sewer Collection Systems Section 09810 Street Signs Appendix A Listing and Status of MPWSS Standard Drawings Appendix B Listing of City of Bozeman Standard Drawings Appendix C Standard Drawings for City of Bozeman Modifications to MPWSS Appendix D City of Bozeman Approved List of Copper Connectors NOTE: MEASUREMENT AND PAYMENT INCLUDED IN THE MPWSS AND TECHNICAL SPECIFICATIONS ARE SUPERSEDED BY THE SPECIAL PROVISIONS OF THE CONTRACT. TECFWICAL SPECIFICATIONS Page lof 1 f rfy _ t CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION PREPARED BY CITY OF BOZEMAN ENGINEERING DEPARTMENT Approved March 31, 2011 Authorized by Ordinance No. 1611, April 5, 2004 Including Addendum No. 1 Approved 8/26/13 Including Addendum No. 2 Approved 4/20/15 Including Addendum No. 3 Approved 8/1/2017 FOREWORD Because the City of Bozeman has unique requirements which are not addressed in the "Montana Public Works Standard Specifications"(MPWSS),Sixth Edition,April,2010,the"City of Bozeman Modifications To Montana Public Works Standard Specifications"was created. This document addresses those specific requirements which the City of Bozeman has pertaining to Public Works projects which are not addressed in the MPWSS. All Public Works projects for the City of Bozeman shall be done in accordance with MPWSS and City of Bozeman Modifications to MPWSS. Where a City of Bozeman modification to MPWSS does not exist for a particular Section of MPWSS it shall be assumed the work is to be completed in accordance with the appropriate MPWSS Section. When a City of Bozeman modification to the MPWSS does exist the requirements of that modification supersede the related MPWSS requirement. The same holds true for City of Bozeman Standard Drawings; however, there are some City of Bozeman Standard Drawings which do mot replace or supersede the MPWSS Standard Drawing but are additional drawings created specifically for the City of Bozeman. Each Section of the MPWSS that has been modified is listed in the Table of Contents of the"City of Bozeman Modifications To Montana Public Works Standard Specifications." The entire Section from the MPWSS has not been rewritten for these modifications. Instead, modifications are indicated for a specific subsection,paragraph, sentence or drawing. Appendix A of these modifications contains a list of MPWSS Standard Drawings followed by "Deleted", "Replaced", or "Active". "Deleted" indicates that the drawing is not to be used. "Replaced" indicates that the drawing has been replaced by a City of Bozeman Standard Drawing and"Active"means that the drawing is useable as shown in MPWSS. Appendix B contains a list of City of Bozeman Standard Drawings. It is the intent of the City of Bozeman to revise this document on an as-needed basis. Written comments on the "City of Bozeman Modifications To Montana Public Works Standard Specifications"may be submitted to the City Engineer. A form for submitting suggested changes can be found in Appendix E. Additional copies of the City of Bozeman Modifications to Montana Public Works Standard Specifications may be obtained from the office of the City Engineer located at 20 E. Olive Street in Bozeman,Montana. COBMODS 6"Edition Page 1 of 1 FOREWARD TABLE OF CONTENTS BIDDING REQUIREMENTS,CONTRACT FORMS AND CONDITIONS OF THE CONTRACT Instructions To Bidders Form Special Provisions DIVISION 1 - GENERAL REQUIREMENTS Section 01500 Construction and Temporary Facilities Section 01570 Construction Traffic Control Section 01580 Temporary Water Supply . Section 01700 Contract Closeout DIVISION 2—SITEWORK Section 02112 Removal of Existing Pavement,Concrete Curb,Sidewalk,Driveway and/or Structures Section 02113 Adjusting Existing Manholes, Lampholes, Inlets, Water Valve Boxes,Water Services And Fire Hydrants To Grade Section 02221 Trench Excavation And Backfill For Pipelines And Appurtenant Structures Section 02234 Sub Base Course Section 02235 Crushed Base Course Section 02502 Asphalt Prime And/Or Tack Coat Section 02504 Asphalt Seal Coat Section 02510 Asphalt Concrete Pavement Section 02528 Concrete Curb And Gutter Section 02529 Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters And Miscellaneous New Concrete Construction Section 02581 Pavement Markings and Markers Section 02582 Reflective Thermoplastic Pavement Markings Section 02660 Water Distribution System Section 02720 Storm Drain Systems Section 02730 Sanitary Sewer Collection Systems Section 09810 Street Signs APPENDIX A Listing of Status of MPWSS Standard Drawings APPENDIX B Listing of City of Bozeman Standard Drawings APPENDIX C Standard Drawings for City of Bozeman Modifications to MPWSS Sixth Edition APPENDIX D City of Bozeman Approved List of Copper Connectors COBMODS 6"Edition Page I of I TABLE OF CONTENTS SECTION 01500 CONSTRUCTION AND TEMPORARY FACILITIES 1.4 Revise this section as follows: Be responsible for dust and vehicle off-tracking control, providing all equipment and personnel for the work.Furnish Engineer name(s)and telephone number(s) of the person(s) responsible for dust and vehicle off-tracking control during evenings and weekends.If the person cannot be contacted,Owner or City of Bozeman may, at Contractor expense, perform the work or contract the work out. Assure all storm water pollution prevention permits are approved, and any required erosion control devices are in place before begimiing any land disturbance. COBMODS 6'Edition Page 1 of 1 SECTION 01500 Addendum 3 SECTION 01570 CONSTRUCTION TRAFFIC CONTROL 1.3 NOTIFICATIONS Add the following: D. Notify police department,fire department,ambulance services,and bus companies of any planned street closures a minimum of 24 hours before closing any street. Add the following section: 1.4 STANDARD DRAWINGS Refer to the following Standard Drawings in Appendix C: City of Bozeman Standard Drawing No. 01570-1, Traffic Control, Minimum Standard,Urban Work Site,4 Lane Road,Work Site Closing One Lane City of Bozeman Standard Drawing No. 01570-2, Traffic Control, Minimum Standard,Urban Work Site, 2 Lane Road,Work Site On Centerline City of Bozeman Standard Drawing No. 01570-3, Traffic control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site On Centerline Partially Blocking Inside Lanes City of Bozeman Standard Drawing No. 01570-4, Traffic Control, Minimum Standard,Urban Work Site,2 Lane Road, 1 Lane Partially or Fully Closed By Work Area City of Bozeman Standard Drawing No. 01570-5, Traffic Control, Minimum Standard,Rural Work Site,Work Adjacent to The Present Traveled Way City of Bozeman Standard Drawing No. 01570-6, Traffic Control, Minimum Standard,Rural Work Site,Utility Work On or Across the Present Traveled Way City of Bozeman Standard Drawing No. 01570-7, Pedestrian Traffic Control for Temporary Sidewalk Closure City of Bozeman Standard Drawing No. 01570-8, Sidewalk Closure with Detour 4.1 PAYMENT Add the following section: D. Measurement and payment for Construction Traffic Control will be made only if listed as a separate item in the bid documents. If not listed in the contract as a bid item, Construction Traffic Control shall be considered an incidental cost to be included in other items in the contract requiring Traffic Control to complete that item. COBMODS 6'Edition Page 1 of I SECTION 01570 SECTION 01580 TEMPORARY WATER SUPPLY 1.1 DESCRIPTION A. Replace this section with: Provide temporary water service to all residential and commercial service connections interrupted by water system replacement or extension projects.The Contractor shall verify with the Engineer and Owner at least 72 hours(excluding weekends and holidays)prior to the suspension of service to the areas where consumers will require a temporary water supply. Temporary water service shall include temporary service for commercial or residential fire protection unless otherwise approved by the City of Bozeman Fire Department. 3.1 GENERAL D. Replace this section with: Fire protection is included unless specifically approved otherwise by the City of Bozeman Fire Department. The Fire Department may require the Contractor to provide personnel for continuous "fire watch" in lieu of temporary fire service connections. 3.2 LOCATING CURB STOPS A. Replace this section with: The Contractor shall be solely responsible for all activities related to locating and exposing curb stop valves to the individual properties.Curb stop valves shall only be operated by Water Department personnel. Existing conditions shall be identified and noted by the Contractor. Any existing condition that is suspected to indicate a defect of the curb stop valve,box,or service shall be reported immediately to the Engineer. 3.3 LAWN WATERING CONNECTIONS A. Replace this section with: Each house connection shall be equipped with a wye or splitter with a valve to allow for lawn watering.Plastic fittings are not permitted.The connection to each customer shall require a short section of high-pressure flexible rubber hose at the connection point.House-to-house connections are not permitted. All connections shall be from the approved temporary water system. Additionally, each service must have a backflow prevention fitting. COBMODS 6TH Edition Page 1 of 1 Section 01580 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANUP Add the following requirentent: B. Contractor shall provide personnel to remove utility covers for any required pre- paving, final, or warranty inspections. 1.4 WARRANTIES AND BONDS Add the following requirement: B. Prior to acceptance of the publicly maintained infrastructure, the Contractor shall post a Maintenance Bond with the Owner equal to 20% of the actual cost of the improvements to correct any deficiencies in workmanship and/or materials which are found within the two-year warranty period.The City of Bozeman shall be named as a dual oblige on the bond. The City of Bozeman expressly reserves the right to draft the Maintenance Bond for repairs not completed by the Property Owner,Developer, or Contractor within thirty calendar days of being advised that repairs are required. The Commencement Date for the Maintenance Bond shall be the date of acceptance by the City of Bozeman on the Certificate of Completion and Acceptance. The Maintenance Bond shall remain in full force for the two-year period following this date,however if the expiration date of the Maintenance Bond falls after November 16, the expiration date of the Maintenance Bond shall be June 30 of the following year.Maintenance Bonds may be in the form of a Surety Bond or a Certified Check. COBMODS 6'Edition Page 1 of 1 SECTION 01700 Addendum 2 SECTION 02112 REMOVAL OF EXISTING PAVEMENT, CONCRETE CURB, SIDEWALK, DRIVEWAY AND/OR STRUCTURES 3.1 GENERAL Add the following section: D. Exercise care in removal of existing tree roots that conflict with the work. Tree roots shall be removed by sawcutting the roots to a neat line at the extent of the excavation. Remove only the minimum amount of roots necessary in order to complete the work. COBMODS 6'Edition Page I of 1 SECTION 02112 SECTION 02113 ADJUSTING EXISTING MANHOLES, LAMPHOLES, INLETS,WATER VALVE BOXES, WATER SERVICES AND FIRE HYDRANTS TO GRADE 1.2 STANDARD DRAWINGS Delete: Standard Drawing No. 02213-1, Manhole Adjustment Detail Delete: Standard Drawing No. 02213-2, Water Valve Adjustment Detail Add: City of Bozeman Standard Drawing No. 02213-1, Manhole Adjustment Detail Add: City of Bozeman Standard Drawing No. 02213-2, Water Valve Adjustment Detail PART 2 - PRODUCTS 2.1 GENERAL Add the following section: B. East Jordan Iron Works Model 69 screw type adjustable risers may be used to adjust existing valve boxes to grade. Do not use these adjustable risers on new valve boxes; add mid-section extensions to provide correct valve box adjustment. COBMODS 6"Edition Page 1 of 1 SECTION 02113 SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES &APPURTENANT STRUCTURES 2.1 PIPE BEDDING MATERIALS A. TYPE 1 PIPE BEDDING 2. Modify this section as follows: Provide Type 1 Bedding consisting of imported sand, sandy gravel,or fine gravel having a maximum 3/4 inch size and a maximum plasticity index of 6,determined by AASHTO T89 and T90 or by ASTM D4318. 2.3 FLOWABLE FILL A. If used,Flowable Fill is to meet the requirements of Section 2225,Flowable Fill. Add the following: 1. Flowable fill is required for trench excavations in streets that are designated as arterial or collector unless alternative backfill has been approved by the City Engineer. 3.1 PROTECTION OF EXISTING PROPERTIES A. General 1. Add the following: Replace any tree, bush, hedge, planter or similar vegetation or landscaping damaged during the course of the work with a planting equal to that damaged in kind, size, and location. The contract warranty period for performance applies also to the instances described herein. 4. Modify this section as follows: Do not cut and replace existing services from the mains to private property which interfere with trenching operations unless the work has been specifically approved by the City of Bozeman Water/Sewer Department. If approved, the cost for this work will be the responsibility of the CONTRACTOR. Do not interrupt water service for more than four hours. Install a temporary service connection approved by the City of Bozeman Water Department if service is interrupted for a longer period. Protect temporary services from freezing or interruptions of use during the construction period. COBMODS 6'Edition Page 142 SECTION 02221 Addendum 2 3.6 TRENCH FILLING AND BACKFILLING C. Trench Backfill 4. Watering C. Add the following requirements: Water from the City of Bozeman's municipal system may only be obtained from the metered service located at the Vehicle Maintenance Facility, 1814 N. Rouse Ave. The Contractor shall reimburse the City Water Department for the cost of the water used at a rate determined by the Water Department. D. Replacement of Unsuitable Backfill Material 1. Modify this section as follows: Remove and dispose of excavated soils that are saturated and cannot be readily conditioned or dried to be made suitable, contain deleterious materials or have characteristics that,in the opinion of the ENGINEER, render the soils unsuitable as backfrll. Add the following: G. Quality Assurance Testing 1. Compaction testing frequency and location. a. Compaction testing shall be done on each lift of backfill material. b. Trench backfill tests shall be done within the first 100 feet of a mainline trench operation and at no more than 200-foot intervals thereafter. C. All service lateral trench backfills shall be tested. d. Compaction testing around all manholes and valve boxes shall be done independently of the main line. e. Testing shall be done by the project Engineer. COBMODS 6'Edition Page 2 of 2 SECTION 02221 Addendum 2 SECTION 02234 SUB BASE COURSE PART 2 PRODUCTS 2.1 GENERAL A. Add the following: Limit use of recycled concrete and/or asphalt in the sub base course to a maximum of 50%by weight. Recycled material shall be mechanically blended to assure thorough mixing. i COBMODS 61 Edition Page I of I SECTION 02234 SECTION 02235 CRUSHED BASE COURSE PART 2 PRODUCTS 2.1 GENERAL A. Add the following:Limit use of recycled concrete and/or asphalt in the crushed base course to a maximum of 50%by weight. Recycled material shall be mechanically blended to assure thorough mixing. 2.2 CRUSHED BASE MATERIAL Add the following section: E. When available, incorporate reclaimed glass cullet into the base course material. A minimum of 3% and a maximum of 15% of the base course material shall be reclaimed glass. The reclaimed glass shall be crushed so that 100%of the crushed glass passes a 3/8 inch screen. No more than 10% of the material retained on an individual sieve 1/4 inch or larger shall be glass,based upon visual examination and weight. COBMODS 6'Edition Page 1 of 1 SECTION 02235 SECTION 02502 ASPHALT PRIME AND/OR TACK COAT PART 2 PRODUCTS 2.1 GENERAL A. Unless otherwise specified in the contract documents, do not use type SS-lh emulsified asphalt. i COBMODS 6'h Edition Page 1 of I SECTION 02502 SECTION 02504 ASPHALT SEAL COAT 3.2 CONSTRUCTION METHODS B. Weather Limitations Add the following requirements: 2. Do not perform seal coat work if the local radio weather forecast includes a probability of precipitation greater than 45%within the intended schedule of operations for the day. Regardless of the weather forecast, seal coat work may be suspended if impending adverse weather conditions occur in the vicinity of the work. D. Application of Asphalt Material Add the following requirements: 7. Building paper shall be applied to the surface of any street drain inlet,water valve box, manhole cover, monument box, or other similar item, prior to beginning asphalt application on the street. For any such item not adequately covered by paper, the Contractor must re-open or clean as necessary any asphalt to the satisfaction of the City Engineer prior to final payment. It is the sole responsibility of the Contractor to dispose of all building paper or other material used for covering manholes,valve boxes,monument markers, etc. E. Application of Seal Coat Material 4.Revise this section as follows: Immediately after spreading, roll the aggregate with self-propelled, pneumatic-tired rollers. Roll in a longitudinal direction, beginning at the outer edges of the treatment and working toward the center. Overlap the previous strip by about one-half the roller width. Do not allow the roller speed to exceed 7 mph during initial rolling, or 15 mph after initial rolling. Complete the first rolling of the aggregate within one-half hour of it being spread. Continue rolling until a smooth,thoroughly compacted surface is obtained. Roll at least three complete passes with each roller. If the seal coat is finished in partial widths at a time,leave 4 to 6 inches of the inside edge uncovered with aggregate to permit overlap of asphaltic material when the remaining portion of the surface is treated. 5.Add the following: Unless otherwise specified in the contract documents,the City of Bozeman will remove and dispose of all loose aggregate from the pavement after the work is completed for projects done under contract to the City. COBMODS 6'Edition Page I of 2 SECTION 02504 3.4 PROTECTION OF SIDE STREET STRUCTURES AND TRAFFIC CONTROL Add the following requirements: C. It is the sole responsibility of the Contractor to furnish and post"No Parking" signs along both sides of the street(s) intended for seal coating. The "No Parking" signs shall be posted at 100-foot intervals and securely fastened to their support posts. (Wood laths may be used.) It is also the responsibility of the Contractor to remove and dispose of all "No Parking" signs and their supports immediately after the seal coating operations have been completed on each street. "No Parking" signs shall be posted 24 hours in advance of seal coating operations. The Contractor shall notify the public as to the proposed streets to be seal coated and the corresponding dates of the construction activities. The Contractor shall be responsible for removing all vehicles from streets to be seal coated. Traffic will be allowed onto streets upon completion of the seal coat street improvements. However,traffic will be required to operate at 15 mph for a period of 48 hours following completion of the seal coat. It is the responsibility of the Contractor to erect, maintain and remove the temporary speed control signs for the appropriate streets. COBMODS 6 h Edition Page 2 of 2 SECTION 02504 SECTION 02510 ASPHALT CONCRETE PAVEMENT 2.2 PLANT MIX AGGREGATES Add the following: J. Reclaimed glass may be added to the aggregate for plant mix. A maximum of 3% crushed glass may be blended in the mix. The glass shall be crushed so that 100%of the glass passes a 3/8 inch sieve, and no more than 8% passes a No. 200 sieve. If glass is used in the mix, 1%hydrated lime(by weight)shall be added to the mix as an anti-stripping agent. Hot plant mix asphalt with glass is limited to binder or base courses and is not to be used in surface or friction courses. 2.3 ASPHALT BINDER MATERIAL A. 1. Grades: Add the following requirement: Unless otherwise specified in the Contract Documents, the type and grade of asphalt cement shall be performance grade 58-28 (AASHTO Performance Graded Binder Specification MP-1). 3.14 PATCHING B. Surface Preparation Add the following requirements: 3. d. Tack coat all existing asphalt edges prior to placing new asphalt concrete. e. If hot plant mix asphalt is not available, temporarily patch the pavement using a 3000 psi(minimum)concrete(M-3000 or C-3000), with a minimum thickness of 3 inches. Remove the temporary patches and replace with hot mix asphalt when it becomes available. f. Thickness of the pavement patch will equal that of the existing pavement,unless otherwise approved. 3.16 SPREADING AND FINISHING: Revise this section as follows: A. Spread and finish meeting the following requirements: 1. The maximum lift thickness is 3 inches (compacted depth) for surface courses and 4 inches (compacted depth) for base courses COBMODS 6TH Edition Page 1 of 1 SECTION 02510 SECTION 02528 CONCRETE CURB AND GUTTER 1.1 DESCRIPTION B. Revise as follows: Delete: Standard Drawing No. 02528-1, Standard Curb and Gutter Delete: Standard Drawing No. 02528-2,Drive-over Curb and Gutter Add: City of Bozeman Standard Drawing 02528-1,Integral Concrete Curb and Gutter 3.2 FOUNDATION PREPARATION D. Revise as follows: For new street construction or street reconstruction,place gravel base course for the street 9"beyond the back of curb. 3.6 STRIPPING FORMS AND FINISHING B. Finishing Add the following requirement: 3. After finishing and brooming,stamp a mark into the concrete to mark sewer and/or water service lines. The marls shall be either a "W" for water or an "S"for sewer. The mark shall be 3"tall and stamped a minimum of%"into the face of the curb. The marking shall locate the end of the stubbed service at a 90-degree angle to the curb. COBMODS 6'Edition Page I of I SECTION 02528 SECTION 02529 CONCRETE SIDEWALKS, DRIVEWAYS,APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS, AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION 1.2 REFERENCES A. Revise as follows: Delete: Standard Drawing No. 02529-1, Double Gutter Detail for Street Intersection Delete: Standard Drawing No. 02529-2, Standard Fillet Delete: Standard Drawing No. 02529-3,Type I Street Monument Delete: Standard Drawing No. 02529-4,Type II Street Monument Delete: Standard Drawing No. 02529-5A,Boulevard Driveway Approach Delete: Standard Drawing No. 02529-513, Curb Walk Driveway Approach Delete: Standard Drawing No. 02529-7B, Curb Walk Alley Approach Delete: Standard Drawing No. 02529-8,Accessibility Ramp Delete: Standard Drawing No. 02529-9, Swale Crossing Add: City of Bozeman Standard Drawing No. 02529-1,Double Gutter Detail for Street Intersection Add: City of Bozeman Standard Drawing No. 02529-2, Standard Fillet Add: City of Bozeman Standard Drawing No. 02529-3,Type I Street Monument Add: City of Bozeman Standard Drawing No. 02529-5, Driveway Approach With Sidewalk Adjacent to Curb Add: City of Bozeman Standard Drawing No. 02529-7B, Curb Walk Alley Approach Add: City of Bozeman Standard Drawings No. 02529-8,Pedestrian Ramp Add: City of Bozeman Standard Drawings No.02529-8A,Blended Transition Pedestrian Ramp Add: City of Bozeman Standard Drawing No.02529-11,Residential Driveway Approach Add: City of Bozeman Standard Drawing No. 02529-12, Non-Residential Driveway Approach. Add: City of Bozeman Standard Drawing No. 02529-13, Non-Residential Driveway Approach for Arterial Streets. Add: City of Bozeman Standard Drawing No. 02529-14, Concrete Storm Drainage Outlet and Inlet Chases Add: City of Bozeman Standard Drawing No. 02529-15,Publicly-Maintained Sidewalk Add: City of Bozeman Standard Drawing No. 02529-16, Asphalt Pathway Typical S ection Add. City of Bozeman Standard Drawing No. 02529-17, Concrete Class 1 Trail Add. City of Bozeman Standard Drawing No. 02529-18, Class 2 Trail 2.4 GRAVEL BASE MATERIAL Add the following: B. Washed rock material meeting the following Table of Gradations may be used as base material. COBMODS 6'h Edition Page 1 of 2 SECTION 02529 Addendum 2 Table of Gradations -Washed Rock Base Material Percentage by Weight Passing Square Mesh Sieves Sieve Size % Passing 1" 100 3/4" 90-100 3/8" 10-55 No. 4 0-10 2.5 CURING AND PROTECTIVE COATING MATERIALS Add the following requirement: C. The curing compound used on colored concrete shall be a high solid acrylic cure, Day/Chem Aggre-Gloss J-25 (manufactured by Dayton Superior)or approved equal. 3.8 JOINTS. C. Revise this section as follows: Divide sidewalk into sections using contraction joints formed by a jointing tool or other approved methods. Extend the contraction joints into the concrete for at least one-fourth its depth and make the joints approximately 1/8 inch wide. Unless otherwise directed, space contraction joints at maximum 10-foot intervals or a distance equal to the sidewalk width,whichever is less. In continuous sidewalk runs,install expansion joints at the location of every fifth contraction joint.For machine-placed sidewalk, install expansion joints with a maximum spacing of 150 feet. 3.11 MISCELLANEOUS NEW CONCRETE CONSTRUCTION Add the following requirement: B. Construct all curb ramps with detectable warning surfaces in conformance with the requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG). Detectable warning plates shall be either cast iron or ductile iron. COBMODS 6 h Edition Page 2 of 2 SECTION 02529 Addendum 2 SECTION 02581 PAVEMENT MARKINGS AND MARKERS (PREFORMED PLASTIC,PAINTS AND ENAMELS) 1.2 STANDARD DRAWINGS Add the following Standard Drawings which are applicable to this section: City of Bozeman Standard Drawing No. 02581-1, Typical Pavement Markings for Pedestrian Crossings City of Bozeman Standard Drawing No. 02581-2,Typical Pavement Markings for School Crossings 2.1 PREFORMED PLASTIC PAVEMENT MARKING MATERIAL A. Add the following: Pre-formed plastic pavement marking material to be Premark Plus®manufactured by Flint Trading Inc. or approved equal. D. Revise this section as follows: Assure plastic pavement markings for inlay into new asphaltic surfaces are capable of being applied just before the final rolling of the new surface and can be rolled into place with conventional pavement rollers. For inlay applications, assure the plastic and adhesive are not damaged by pavement temperatures exceeding 150'F or by water on roller drums. Insure that the pavement markings are installed according to manufacturer's recommendations. Add the following: 2.3 EPDXY PAVEMENT MARKING PAINT \I A. Furnish and install epoxy paint in accordance with the applicable sections of Standard Specifications for Road and Bridge Construction, Montana Department of Transportation, latest edition including any supplements. COBMODS 6'Edition Page I of 1 SECTION 02581 SECTION 02582 REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS 1.1 DESCRIPTION D. Revise this section as follows: Furnish thermoplastic that is hydrocarbon based. Furnish thermoplastic material that,while on the roadway surface and at any natural ambient temperature,will exist in a hard solid state with cold ductility that permits normal movement with the road surface without chipping and or cracking. 3.4 APPLICATION A. 2. Extruded(Inlaid) Add the following: d. Unless otherwise specified in the contract documents, all transverse pavement markings and words and symbols shall be 400 mils thick, and all longitudinal lines shall be 270 mils thick. COBMODS 6"'Edition Page I of I SECTION 02582 SECTION 02660 WATER DISTRIBUTION 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02660-3,Thrust Blocking for Water Main Valves Delete: Standard Drawing No. 02660-4,Fire Hydrant Setting Delete: Standard Drawing No. 02660-5,Hydrant Location Detail Delete: Standard Drawing No. 02660-6,Water Service Line Delete: Standard Drawing No. 02660-7, Blowoff Valve Add: City of Bozeman Standard Drawing No. 02660-3, Thrust Blocking for Water Main Valves Add: City of Bozeman Standard Drawing No. 02660-4, Fire Hydrant Add: City of Bozeman Standard Drawing No. 02660-5, Hydrant Location Detail Add: City of Bozeman Standard Drawing No. 02660-6, Water Service Line Add: City of Bozeman Standard Drawing No. 02660-7, Typical Blowoff Add: City of Bozeman Standard Drawing No. 02660-8, Hydrant Barrier Posts Add: City of Bozeman Standard Drawing No. 02660-10, Typical Valve/Tee Restraint Add: City of Bozeman Standard Drawing No. 02660-11, Water Main Crossing Below Existing Sewer Main Add: City of Bozeman Standard Drawing No. 02660-12, Water Service Line, 4" and Larger Add: City of Bozeman Standard Drawing No. 02660-12A, Typical Riser Configuration Add: City of Bozeman Standard Drawing No. 02660-13, Standard Fire Service Line Installation, Class I, lI, and III Systems Add: City of Bozeman Standard Drawing No. 02660-14, Standard Fire Service Line Installation, Class IV and V Systems Add: City of Bozeman Standard Drawing No. 02660-15, Water Service Line from Curb Stop to Building (Lines 2" and Smaller) Add. City of Bozeman Standard Drawing No. 02660-16, Water and Sewer Main and Services Location Standards Add: City of Bozeman Standard Drawing No. 02660-17,Water Service Interior Clearances Add: City of Bozeman Standard Drawing No. 02660-18, Irrigation Meter Pit, %"or 1" Add: City of Bozeman Standard Drawing No. 02660-19, IrTigation Meter Pit, 1 %2"or 2" 2.2 PIPE MATERIALS B. Ductile Iron Pipe 1. Revise as follows: Furnish Class 51 wall thickness meeting AWWA C151, American National Standard for Ductile Iron Pipe for 12" diameter pipe and smaller. For pipe sizes greater than 12", furnish as specified in the contract documents. 2. Revise as follows: Use underground pipe having mechanical or push-on joints meeting AWWA C111. Use underground fittings having mechanical joints meeting COBMODS 6'Edition Page I of 14 SECTION 02660 Addendum 3 AWWA C111. Use restrained joint pipe for all stream crossings and for pipe installed in casings. If restrained joints at fittings are required, use Megalug mechanical joint restraint or Megaflange restrained flange adapter,manufactured by EBBA Iron Sales,or Uni-flange Series 1400 retainer glands,manufactured by Ford Meter Box Company, MJ Field Lok® Series DI, manufactured by US Pipe, Field Lok® 350 Gaskets for push-on joints, manufactured by US Pipe, Sigma One-Lok Series SLD manufactured by Sigma Corporation, or approved equal. 4. Fittings Delete the use of gray-iron fittings, add the following requirements: All fittings must be manufactured in accordance with applicable AWWA standards at ISO 9001-2000 approved manufacturing facilities. These manufacturing facilities must be covered under periodic audits by third party accreditation bodies for evaluations. These evaluations shall include manufacturing processes,quality control,corrective and preventative actions, and document control. In addition, distribution centers must be audited by Third Party Approval Agencies for periodic confirmation tests and surveillance audits. These periodic confirmation tests and surveillance audits shall document continuation of product approvals by auditing the entire quality systems including design, infrastructure, system implementation, distribution, training, quality control and assurance, and document control. All fittings must be manufactured in accordance with NSF 61. 5. Joints a. Revise as follows: Assure the fitting interior is cement mortar lined meeting AWWA C104,or fusion-bonded epoxy lined meeting ANSI/AWWA C 116/A21.16. Assure the fitting exterior is bituminous tar coated 1 mil thick or fusion-bonded epoxy lined meeting ANSI/AWWA C116/A21.16. Use compact fittings having a rated working pressure of 350 psi following manufacturer recommended laying lengths. 6. Couplings Delete the use of cast iron or gray iron sleeves. Add the following requirements: a. 4) Furnish one of the following copper to copper compression connection couplings: Mueller H15403; Ford C44-xx-Q style; or AY McDonald 4758Q for 3/4", 1", 3/4" x 1", and 1" x 1 1/2". No connection couplings are permitted from the corporation stop to the curb stop for %" and 1" services. 5) Hymax®couplings shall not be used. C. Polyvinyl Chloride (PVC)Pressure Pipe Delete the use of thispipe material for water lines D. Concrete Cylinder Pipe Delete the use of this pipe material for water lines COBMODS 6'Edition Page 2 of 14 SECTION 02660 Addendum 3 E. Water Service Pipe Revise this section as follows: 1. Use copper or ductile iron pipe in water service line construction as specified in the contract documents and meeting the following specifications. a. Furnish service pipe of the size or sizes specified. A water line is designated a service line or water main based on its use,not its size. Generally, a line serving a single building or facility is considered a service line; a line serving more than one building, or intended to serve more than one building or facility is generally designated a water main. The standard sizes of services are 3/4" 1" 1%2" 2" 4" 6", or 8". The minimum size of a fire service is 1". b. Unless otherwise shown on the plans,furnish and install the service pipe from the main to 8 feet past the property line with a curb stop and curb box installed 8 feet past the property line. Install the water service lines in accordance with City of Bozeman Standard Drawings 02660-6 and 02660-12 and where applicable with"City of Bozeman Fire Service Line Standard", City of Bozeman Standard Drawings 02660-13 and 02660-14. C. Copper Service Pipe 1) Use copper, type K annealed, meeting AWWA Standard C800. Use straight lengths for 1.5" and 2"services. d. Polyethylene Service Pipe Delete the use ofthispipe material for permanent water lines. e. Ductile Iron Pipe 1) Use ductile iron pipe for water service lines that are 4" in diameter or larger. Furnish ductile iron pipe which conforms to the requirements of Section 02660. 2.3 TAPPING SLEEVES AND VALVES: Revise this section as follows: A. Tapping sleeves shall be ductile iron or stainless steel,split-sleeve,mechanical joint type with end and side gaskets. They shall have a Class 125, ANSI B16.1 outlet flange. They shall be rated for a minimum of 200 psi working pressure and shall contain a threaded plug for testing purposes on the neck or body of the tapping sleeve. Gaskets shall be manufacturers' standard suitable for use in potable water systems. Bolts and nuts shall be Cor-Ten,Dura-Bolt,or stainless steel. The sleeve shall be as manufactured by Mueller Company, Model H-615 or H-304, or as manufactured by Romac Industries, "SST" Stainless Steel Tapping Sleeve with ductile iron flanged outlet;unless otherwise approved by the City of Bozeman. COBMODS 6'Edition Page 3 of 14 SECTION 02660 Addendum 3 B. Tapping valves shall be as specified in Section 02660 2.8 A. 3, with flanged inlets compatible with the flange of the tapping sleeve and mechanical joint outlet. Tapping valves shall be iron body,bronze mounted gate valves with non-rising steins with design, construction and pressure rating conforming to AWWA Specification C509. Stein seals shall be double "O" ring seals designed so that the seal above the stem collar can be replaced with the valve under pressure in full open position. C. The tapping sleeve and valve shall be furnished and installed by the Contractor and the wet tap made by the City of Bozeman Water Department with the cost paid by the Contractor. The Contractor shall excavate the existing main at the location to be tapped to confirm the appropriate pipe dimensions prior to ordering the fittings. The tapping sleeve shall be installed with the outlet set on the horizontal plane. A concrete thrust block shall be installed behind the tee. 2.4 CORPORATION STOPS Revise this section as follows: 1. Furnish 300 psig ball valve brass corporation stops with inlet end to suit tapping requirements and conductive compression connection outlet for type K.copper tubing. Furnish either Mueller B25008, Ford FB1000-x-Q, or A.Y. McDonald 4701BQ corporation stops. 2.5 SERVICE CLAMPS Revise this section as follows: 1. Furnish flat, double strap, bronze metal service clamps (service saddles) with Neoprene gaskets and corporation stop threads. Use Mueller BR 2 B Series,Ford 202B, or AY McDonald 3825. 2.6 CURB STOPS Revise this section as follows: 1. Furnish curb stops with ball type curb valves with Minneapolis patter screw box mounts for 3/4", 1", 1 t/z", and 2" services, with 90' open to close operation. Furnish curb stops that conform to the following: Service Size Curb Valve and Curb Stop 3/4" Ford Ball Valve Curb Stop B44-333-M-Q 1t/2" Minneapolis Thread, Mueller B-25155 1 t/2"Minneapolis Thread,or A.Y.McDonald 6104Q,part number 4182-035 1" Ford Ball Valve Curb Stop B44-444-M-Q 1'/2" Minneapolis Thread, Mueller B-25155 1%2"Minneapolis Thread,or A.Y.McDonald 6104Q,part number 4182-192 11/2" Ford Ball Valve Curb Stop B44-666-M-Q 2"Minneapolis Thread, Mueller B-25155 2" Minneapolis Thread, or A.Y. McDonald 6104Q,part number 4182-137 COBMODS 6°i Edition Page 4 of 14 SECTION 02660 Addendum 3 2" Ford Ball Valve Curb Stop B44-777-M-Q 2" Minneapolis Thread, Mueller B-25155 2" Minneapolis Thread, or A.Y. McDonald 6104Q, part number 4182-081 2.7 CURB BOXES Revise this section as follows: 1. Furnish Minneapolis pattern base, extension type curb boxes having 7 foot extended lengths. Provide 5-foot stationary rods in all curb boxes. Use the following curb boxes: 3/" and 1"Curb Stops: Mueller H10388 curb box 1 '/4"top with a 2 %"base tapping(with a 2 %"x 1 ''/z" standard black hex bushing a 5/8" stationary rod) Ford EM2-70-58 curb box 1 %"top with a 2 %"base tapping(with a 2 %2"x 1 '/z" standard black hex bushing a 9/16" stationary rod) 1 %" and 2"Curb Stops: Mueller H10304 curb box 2" top with 3" base tapping (with a 3" x 2" standard black hex bushing and %" stationary rod that fits with 2" top section) or A.Y. McDonald Model 5624 2. Center and place the top section of a valve box with lid over all curb boxes that fall within asphalt pavement. 2.8 VALVES A. Gate Valves Revise this section as follows: 3. Gate valves shall be used for all lines from 4" up to and including 20". Furnish gate valves for underground installation equipped with a 2-inch square operating nut for key operation. All valves are to open counterclockwise. Valves are to be equipped with mechanical joints for pipe connections. Furnish Mueller 2360 valves or American Flow Control Series 2500 Ductile Iron Resilient Wedge Gate valves for sizes 12"and smaller,and Mueller 2361 or American Flow Control Series 2500 Ductile Iron Resilient Wedge Gate valves for sizes 14"to 20",or American AVK Series 65 Ductile Iron Resilient Wedge Gate Valves for sizes 4"through 12",Series 45 for 14" and 16"valves,and Series 55 for 18"and 20"valves,or Kennedy 8572/8571 for 12" and smaller and 7572/7571 for 14" to 20". Bolts and nuts for the stuffmg box,wrench nut cap screw, and bonnet shall be Type 304 stainless steel. B. Butterfly Valves Revise this section as follows: 1. Furnish Class 250, rubber seated, butterfly valves for water distribution systems sized 24"and larger,meeting AWWA C504 requirements.Valves to COBMODS 6 h Edition Page 5 of 14 SECTION 02660 Addendum 3 be equipped with mechanical joint ends and lubricated screw type operators designed for underground service. Furnish butterfly valves by Mueller, Kennedy, ValMatic Series 2000, or M&H. All fasteners shall be Type 304 stainless steel. Add the following section: C. OS &Y Valves 1. For service lines 4" and larger, furnish a UL listed flanged Kennedy, American Flow Control, or Mueller OS &Y valve as the fast fitting inside the building. For fire service lines 2"and smaller,furnish a NIBCO T-104-0 OS &Y valve as the first fitting inside the building. Bolts and nuts for the -- stuffmg box,wrench nut cap screw, and bonnet shall be Type 304 stainless steel. 2.9 VALVE BOXES Add the following requirement: B. Valve boxes shall be East Jordan Iron Works 8560 series. Valve box lids for fire service lines shall be East Jordon Iron Works Product Number 06800029 or approved equal. 2.10 FIRE HYDRANTS Revise this section as follows: B. Furnish hydrants with 51/"valve openings,flanged inlet,one 5"storz connection and two 2V2"hose connections. Storz connectors to be by Harrington Company.Assure hose nozzle threads meet ASA Specification B26 for National Standard Fire Hose Coupling Screw Threads,7V2 threads per inch. Furnish National Standard operating nut. Furnish hydrants opening counterclockwise and having an arrow on the hydrant top designating the opening direction. D. Paint the hydrant portion above the ground line red. Furnish hydrants so that there is a minimum of 6%2' of cover over the hydrant lead unless specified otherwise on the approved plans. Furnish Mueller Super Centurion 250 model hydrants or Waterous 5 1/"Pacer model hydrants per Water Department specifications, or American AVK Series 2780 Nostalgic Fire Hydrant, or Kennedy K81D hydrant. Furnish Mueller Defender Security Device,with locks keyed to City of Bozeman Standard,for each hydrant installed. Add the following section: 2.13 METER PITS A. Meter pit installations may be allowed for certain service lines such as for irrigation systems. The use of meter pits must be specifically approved by the Water Superintendent. If the use of ameter pit is allowed,the following Manufacturers are approved: Mueller, AY Mc Donald, and Ford. The Meter COBMODS 6 h Edition Page 6 of 14 SECTION 02660 Addendum 3 Department shall approve specific models proposed for use on a case-by-case basis. Add the following sections: 2.14 "NO-LEAD"BRASS A. Brass components of waterworks materials in contact with potable water shall be of No-Lead Alloy(UNS/CDA No. C89833). Components that do not come in contact with potable water shall be UNS/CDA No. C83600-85-5-5-5 and shall conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584). 2.15 INSULATION A. Insulation for water pipelines shall be expanded polystyrene rigid board foam plastic with a compressive strength of 60 psi at 10% deformation,minimum. 3.2 PIPE INSTALLATION FOR WATER MAINS C. Laying of Pipe Revise as follows: 10. Construct reaction or thrust blocks at all tees, tapping tees, plugs, valves (except tapping valves and hydrant auxiliary valves that are part of a hydrant assembly),reducers,caps,vertical bends,and at horizontal bends deflecting 22%2° or more. Limit using metal rods or straps for thrust restraint to those specified on the plans, or where the use of concrete thrust blocks would be impractical. Do not use metal rods or straps unless specifically approved by the City of Bozeman. Construct reaction blocks from concrete having a minimum compressive strength of 3,000 pounds per square inch at 28 days. Place blocking between undisturbed ground and the fitting to be anchored,as shown on Standard Drawing 02660-1. The size of thrust(gravity)blocks for vertical bends will be as designed by the Engineer. Place the blocking so that pipe and fitting joints are accessible for repair. In lieu of concrete thrust blocks, thrust restraint may be provided utilizing Megalug® , Uni-FlangeTM , MJ Field Lok® Series DI, Field Lok® 350 Gaskets for push-on joints,manufactured by US Pipe,Sigma One Lok Series SLD manufactured by Sigma Corporation,or approved equal joint restraints, for all fittings that require thrust restraint, except for cut-in or tapping tees (for mains or services) and bends on service lines inside building foundations,unless specifically prohibited by the City of Bozeman. Install the mechanical restraints in accordance with manufacturer's specifications and at all joints as specified by the Engineer. D. Pipe Jointing COBMODS 6'Edition Page 7 of 14 SECTION 02660 Addendum 3 1. Rubber Gasket, "Push-On"Joints Add the following requirement: b. All sections of newly installed water main shall provide continuity for electrical current. In order to provide continuity, insert a minimum of three brass or bronze conductive wedges in the joints of ductile iron pipe. Insert a copper wedge between cast iron and ductile iron pipe joints in accordance with manufacturer's recommendations. Conduct a continuity test of new mains when required by the Engineer or City of Bozeman. 3. Connections to Existing Mains Add the following requirements: C. All wet taps to water mains in use shall be made by the City of Bozeman Water Department at the expense of the Contractor. All dry taps or connections shall be made by the Contractor. Any new or existing valve which controls water in the municipal system shall be operated by City of Bozeman personnel only. The Contractor shall pressure test tapping tees prior to tapping by the Water Department. The tapping tees shall be hydrostatically pressurized to a minimum pressure of 200 psi, and the testing apparatus shall be in place for verification by the Water Department tapping personnel. d. The Contractor is responsible for 24 hour advance notification, in writing, to all affected customers of a water main shut-down. The written notification is to include the date,time and estimated duration of interrupted service. The written notification is also to include the name and phone number of the Contractor's representative who is coordinating the shut-down as well as the phone number of the City of Bozeman Water Department. All commercial customers affected by the water main shut-down must sign a notification sheet acknowledging that they have been informed of the date and time of the shut-down. The City of Bozeman reserves the right to determine - the likely duration of the main shut-down based on the proposed work and Contractor experience, and require the installation of temporary water services by the Contractor. e. Clean and disinfect temporary water systems in accordance with the requirements for cleaning and disinfecting new water mains. Do not connect existing services to the temporary system until bacteriological tests show successful disinfection. Provide backflow protection at the point of connection of the temporary system to the municipal system, and at each point of connection of the temporary water system to the individual services. f. Remove any existing blow-offs or temporary flushing hydrants upon completion of the connection to the existing main,and install a brass plug upon removal of the corporation stop. COBMODS 6'Edition Page 8 of 14 SECTION 02660 Addendum 3 Add the following section: D. Pipe insulation 1. If the Water Superintendent has allowed water pipe to be installed with less than 6.5 feet of cover,provide insulation as directed by the Engineer. 2. Provide insulation as directed by the Engineer where water pipes cross any storm drains or culverts. 3.3 POLYETHYLENE ENCASEMENT A. Revise this section as follows: Polyethylene encasement or other corrosion protection is not required unless corrosive soils are encountered or anticipated. When specified for corrosion protection,wrap all direct bury cast or ductile iron pipe and fittings including hydrants,valve boxes,curb boxes,and all other metal parts and surfaces, in polyethylene encasement. B. Polyethylene encasement for use with ductile iron pipe shall meet all the requirements for ANSI/AWWA CI05/A21.5,Polyethylene encasementfor Ductile Iron Pipe Systems, and shall be V-Bio'Enhanced Polyethylene Encasement. C. The polyethylene encasement shall be overlapped one foot in each direction at joints and secured in place around the pipe, and any wrap at tap locations shall be taped tightly prior to tapping and inspected for any needed repairs following the tap. Add the following new section: 3.3.5 DETECTABLE BURIED WARNING TAPE A. Install detectable warning tape centered over all water mains, service lines, and hydrant leads. Install tape a minimum of 18" and maximum of 24" below finish grade. COBIAODS 6"Edition Page 9 of 14 SECTION 02660 Addendum 3 3.4 TESTING, CLEANING &DISINFECTING WATER MAINS,VALVES &FITTINGS A. Hydrostatic and Leakage Testing 1. Add the following: The required minimum hydrostatic pressure for any test is 200 psi. 2. Add the following: Assure that the testing gauge is marked in increments no greater than 10 psi. 4. Revise this section as follows: Conduct the leakage test concurrently with the hydrostatic pressure test for 2 hours. Leakage is defined as(1)the quantity of water supplied into the pipe,or any valved section thereof,necessary to maintain pressure within 5 PSI of the specified test pressure (after the pipe has been filled with water and purged of air) for the duration of the 2 hour test period, and(2) the quantity of water supplied into the pipe, or any valved section thereof, required to return the pressure to the specified test pressure at the end of the 2 hour test period. Add the following requirements: 11. Chlorination, testing, and sampling shall comply with AWWA Standard C651-92. There shall be no allowable leakage for resilient seat gate valves.At least 24 hours prior to beginning water main tests,a testing schedule shall be submitted by the Contractor to the City Engineering Office for approval. The schedule shall specify the proposed sequence of testing and the methods and procedures which will be used to complete the tests. Hydrostatic and leakage testing shall not be conducted concurrently with chlorination of water mains. All heavily chlorinated water must be flushed from the system prior to pressurizing the new mains. 12. Any existing or new water main valves which are used to take water from the City of Bozeman distribution system for the purpose of filling,testing, chlorination or flushing, shall be operated by the City of Bozeman Water Department personnel only,with the Contractor requesting such operation at least 24 hours in advance. All existing water main valves are to be operated only by City of Bozeman Water Department personnel. 13. Allow five days after placement of concrete for thrust blocks before performing hydrostatic or leakage testing. If high-early strength concrete is used, allow two days after placement of concrete before performing hydrostatic or leakage testing. Provide adequate cold blocking as required for all thrust blocks that will not have the necessary curing time prior to testing. 14. For sections of mains that cannot be hydrostatically tested, assure that all joints are visually inspected for leakage under line working pressure by City of Bozeman representative prior to backfrlling. B. Cleaning Water Mains Add the following requirements: COBMODS 6'Edition Page 10 of 14 SECTION 02660 Addendum 3 5. Prior to any main flushing the City of Bozeman Engineering Office shall be notified and provided with a flushing schedule and plan a minimum of 24 hours in advance of any main flushing. The City of Bozeman Fire Department shall be allowed adequate access to conduct pressure and flow testing of fire hydrants during the flushing process. 6. Any existing or new water main valves which are used to take water from the City of Bozeman distribution system for the purpose of filling,testing,chlorination or flushing,shall be operated by the City of Bozeman Water Department personnel only with the Contractor requesting such operation at least 24 hours in advance. All existing water main valves are to be operated only by City of Bozeman Water Department personnel. 7. Install an adequately-sized corporation stop on all main stubs longer than 10 feet to allow for the flushing of the stubs (see Table 1 MPW Section 02660). Following completion of all tests,remove corporation stops,install brass plugs,and assure plugs do not leak after main has been charged.A representative from the City of Bozeman must witness this work. C. Disinfecting Water Mains 3. Methods of Chlorination a. 1) Tablet Method Revise this section as follows: a) The tablet method consists of placing calcium hypochlorite granules(tablets shall not be used)in the water main as it is being installed and then filling the main with potable water when installation is completed.This method may be used only if the pipes and appurtenances are kept clean and dry during construction. b) Placing of calcium hypochlorite granules. During construction, calcium hypochlorite granules shall be placed at the upstream end of the first section of pipe, at the upstream end of each branch main, and at 500- foot intervals. The quantity of granules shall be as shown in Table 2. c) Warning:This procedure must not be used on solvent welded plastic or on screwed joint steel pipe because of the danger of fire or explosion from the reaction of the joint compounds with the calcium hypochlorite. d) When installation has been completed, fill the main COBMODS 6"Edition Page I I of 14 SECTION 02660 Addendum 3 with water at a velocity not exceeding 1 fps. Take precautions to assure that air pockets are eliminated. Leave this water in the pipe for at least 24 hours. If the water temperature is less than 41°,leave the water in the pipe for at least 48 hours. Position valves so that the chlorine solution in the main being treated will not flow into water mains in active service. TABLE 2 OUNCES OF CALCIUM HYPOCHLORITE GRANULES TO BE PLACED AT BEGINNING OF MAIN AND AT EACH 500-FT INTERVAL Pipe Diameter(d) (in.) Calcium Hypochlorite Granules (oz.) 4 1.7 6 3.8 8 6.7 10 10.5 12 15.1 14 and larger D2 x 15.1 Where D is the inside pipe diameter in feet D= d/12 D. Bacteriological Tests l. Revise this section as follows: After final flushing and before the water main is placed in service,test a sample,or samples,collected from the main(s)for turbidity and organisms. Collect at least one sample for every 1200 feet of new main and from each branch. a. Once the water main has been flushed following the successful completion of chlorination and pressure testing, the water line must be refilled with water and allowed to sit a minimum of 24 hours prior to the collection of samples for-bacteriological tests. A second set of samples is to be taken a minimum of 24 hours after the first set of samples. Samples shall be taken in accordance with AWWA Standard C651-92. New water mains shall be placed in service by City of Bozeman personnel only. b. Collect samples from new water mains out of service lines or temporary taps. Samples may only be taken out of fire hydrants or flushing hydrants if approved in advance by the City of Bozeman. If hydrants are approved as sample locations,operate hydrants using the auxiliary valves or curb stops to prevent groundwater from entering hydrant. Assure that hydrants are kept from freezing during testing. C. Following the completion of bacteriological tests, assure that all COBMODS 6 h Edition Page 12 of 14 SECTION 02660 Addendum 3 im temporary piping has been removed, and all temporary corporation stops have been removed and replaced with brass plugs. 3.6 VALVES A. Add the following requirement: For butterfly valves, set the operating nut on the west side of mains that run north-south,and on the north side of mains that run east- west. C. Valve Thrust Blocks 1. Revise this section as follows: Install valves with thrust blocks and anchor rods meeting City of Bozeman Standard Drawing 02660-3 requirements. Thrust blocks are required on all valves size 6" and larger, except for tapping valves and hydrant auxiliary valves attached to the hydrant shoe flange. In lieu of concrete thrust blocks, thrust restraint may be provided utilizing Megalug®, Uni-FlangeTM, MJ Field Lok® Series DI, or approved equal joint restraints. 3.7 FIRE HYDRANTS B. Revise this section as follows: Provide drainage at the hydrant base by placing clean gravel under and around it. Place gravel at least 1 foot on all sides from the base of the hydrant to at least 6 inches above the drain opening. Brace the hydrant against undisturbed earth at the trench end with concrete backing as detailed on the plans. In lieu of concrete thrust blocks, thrust restraint may be provided utilizing Megalug®,Uni-FlangeTM,or approved equal joint restraints.Furnish hydrants with the specified gate valves. Install hydrants meeting City of Bozeman Standard Drawings 02660-4 and 02660-5. Where no curb exists or the minimum distance of three feet behind the curb cannot be met or there is no other adequate protection, install protective barrier posts in accordance with City of Bozeman Standard Drawing 02660-8 when required by the Water Superintendent. Protect the hydrant from damage during installation and backfilling operations. Hydrants may be subject to replacement by the Contractor if any of the protective paint coating is damaged during installation. If hydrant extensions are required, only one coupler will be allowed on the operating rod. 3.8 SERVICE LINE INSTALLATION Revise this section as follows: A. Provide all work and materials for the complete service line installation, including trench excavation and backfrll;making the water main tap;furnishing and installing the corporation stop,curb stop and box,service clamp where necessary,and service line with fittings as required to make the connections to the stops. Provide a minimum of 6%2 feet and a maximum of 8 feet of cover measured as noted on City of Bozeman Standard Drawing No. 02660-6. Use compression fittings for all service line fittings. Do not use sweat or solder fittings. Use a continuous length of pipe with no couplings between the corporation stop and the curb stop for 3/4" and 1" COBMODS 6°Edition Page 13 of 14 SECTION 02660 Addendum 3 services. B. Mark the water service line stub end using a steel fence post painted blue, 6.5 feet long,buried 2.5 feet in the ground. Set post V from curb box.After bacteriological tests have passed and the test results have been submitted to the Water Department, open all curb stops in the presence of the Engineer to assure the service lines are flushed and all corporation stops are open. All main line valves are to be operated by Water Department personnel only. C. Service line installation from the end of the stub into the building shall be as per City of Bozeman Standard Drawings 02660-12 or 02660-15. Service lines shall not be installed from the end of the stub into the building until the main line has been accepted by the City and placed into service. The water service line from the stub into the building may be reduced in size,however the size reduction must be made within 18"of the curb stop or outside valve. Connections to existing stubs(either for domestic or fire service)that have remained dormant or unused longer than 6 months may require re-flushing or disinfection at the discretion of the Water Superintendent prior to being placed into service. The Water Superintendent may require bacteriological testing to assure that the dormant line has not become contaminated. 3.9 TAPPING Revise this section as follows: A. Tap the newly installed water mains unless specified otherwise. Provide a minimum distance of 18"between service taps. The City of Bozeman Water Department will tap any existing water mains. For taps on existing mains, the Contractor is responsible for scheduling and coordinating with the Water Department. The Contractor will be charged a fee for each tap made by the Water Department. All taps on existing mains require tapping saddles and corporation stops to be supplied and installed by the Contractor prior to tapping of the main by the Water Department. B. Perform tapping using an approved tapping machine using clean, sharp drill taps and/or shell cutters. 3/4-inch and 1-inch taps may be made directly into the barrel of ductile iron pipe without using sei vice saddles. Direct tap into the pipe barrel to the depth exposing a maximum three threads of the corporation stop. Taps greater than 1"on a 6"line require the use of saddle clamps. Taps 4"and larger to existing water mains which are 4" and larger require the use of a tapping sleeve and valve. COBMODS 6'h Edition Page 14 of 14 SECTION 02660 Addendum 3 SECTION 02720 STORM DRAIN SYSTEMS 1.2 CERTIFICATION BY MANUFACTURER Add the following: B. All Precast Concrete Products shall be manufactured by a supplier that is certified by one of the following,NPCA(National Precast Concrete Association), PCI(Precast/Prestressed Concrete Institute), or ACPA(American Concrete Pipe Association). Plant must be certified prior to and during production of precast. 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02720-1, 30" Standard Storm Drain Inlet Delete: Standard Drawing No. 02720-3, Sanitary Sewer and Stolen Drain Manhole Delete: Standard Drawing No. 02720-4, Standard Straight Manhole Delete: Standard Drawing No. 02720-5,48" Standard Manhole Delete: Standard Drawing No. 02720-8, Standard Cast Iron Cover Delete: Standard Drawing No. 02720-9, Standard 24" Cast Iron Ring Add: City of Bozeman Standard Drawing No. 02720-1,36" Standard Storm Drain Inlet Add. City of Bozeman Standard Drawing No. 02720-1A, Standard Square Storm Drain Inlet Add: City of Bozeman Standard Drawing No. 02720-1B, Combination Manhole and Curb Inlet Add: City of Bozeman Standard Drawing No.02720-3,Sanitary Sewer and Storm Drain Manhole Add: City of Bozeman Standard Drawing No. 02720-4, Standard Straight Manhole Add: City of Bozeman Standard Drawing No. 02720-11, Storm Drain Debris Rack 2.1 GENERAL A. Add the following: All culverts shall be reinforced concrete with flared-end sections unless otherwise approved by the City Engineer. All public storm drain systems shall be constructed with reinforced concrete pipe, with solid-wall or corrugated PVC pipe for pipe sizes 36" and less, or with HP Storm Pipe manufactured by Advanced Drainage Systems, Inc., for pipe sizes 24"and less. COBMODS 6'Edition Pagel of 3 SECTION 02720 Addendum 3 2.2. PIPE MATERIALS E. MANHOLES d. Frames and Covers 1. Revise this section as follows: Furnish D&L Foundry A-1178 ring and cover or East Jordan Iron Works 3771/3772 series ring and cover,or approved equal. Furnish 7"rings unless otherwise approved by the City Engineer. Assure that all covers have two pick holes, 1" minimum, 1 1/ " maximum diameter. Cover lettering shall be "Storm Drain". Covers shall have a City of Bozeman logo cast into the cover. The design of the logo to be approved by the Street Superintendent. F. INLETS AND CATCH BASINS Revise this section as follows: a. Unless otherwise approved,furnish either of the following frames and grates: Neenah R-3067-L, Deeter#2047L, D &L Foundry I-3517, or East Jordan Iron Works 7030 with T1 back and Type M6 grate.Inlet castings shall have a logo cast into the curb-piece stating"Dump no Waste,Drains to Waterways" or similar.For catch basins at sag locations,use East Jordan Iron Works Type M7 grate or approved equal. Add the following section: G. DRY WELLS a. Dry wells shall be provided with either locking covers or interior steps. 3.1 PIPE AND SERVICE LINE INSTALLATION Add the following: F. Install detectable buried warning tape centered over all storm sewer mains and service lines.Install tape a minimum of 18"and maximum of 24"below finish grade. 3.2 MANHOLES A. Construction 1.Revise this section as follows: Construct manholes to the specified dimensions. Unless otherwise shown on the plans,do not form channels in storm drain manholes. Assure that the lowest pipe invert is 9"higher than the base of the manhole. 3.5 TESTS COBMODS 6°Edition Page 2 of 3 SECTION 02720 Addendum 3 Add the following requirement: D. T.V. Inspection 1. All storm drains are required to be inspected using a television camera before final acceptance. All television inspections of new storm drains shall be done by the City of Bozeman Sewer Department at Contractor expense unless otherwise approved by the Water/Sewer Superintendent. Schedule inspections with the Sewer Department a minimum of one week in advance.De-watering equipment must be shut down a minimum of 24 hours prior to the television inspection to allow groundwater to return to typical levels. Adequately flush the storm drain lines prior to each television inspection. T.V. inspection of dry lines is not acceptable. A storm drain line will be considered deficient and unacceptable if 1)the alignment is outside the specified limits,2)water ponds in any section to a depth equal to or greater than a value 2 times the grade tolerance specified herein under Section 02720 3.1 E. 1., or 3) the pipe has visible defects such as open joints,pinched gaskets, cracked barrels or bells, or similar defects. Correct any deficiencies and schedule a re-inspection by the Sewer Department. Storm drain lateral lines(inlet lines)may be subject to the same T.V.inspection requirements as storm drain mains at the discretion of the Water/Sewer Superintendent. COBMODS 6'Edition Page 3 of 3 SECTION 02720 Addendum 3 SECTION 02730 SANITARY SEWER COLLECTION SYSTEMS 1.2 CERTIFICATION BY MANUFACTURER Add the following: B. All Precast Concrete Products shall be manufactured by a supplier that is certified by one of the following,NPCA(National Precast Concrete Association), PCI(Precast/Prestressed Concrete Institute), or ACPA(American Concrete Pipe Association). Plant must be certified prior to and during production of precast. 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02720-3, Sanitary Sewer and Storm Drain Manhole Delete: Standard Drawing No. 02720-4, Standard Straight Manhole Delete: Standard Drawing No. 02720-5, 48" Standard Manholes Showing Two Types of Cone Sections Delete: Standard Drawing No. 02720-8, Standard Cast Iron Cover Delete: Standard Drawing No. 02720-9, Standard 24" Cast Iron Ring Delete: Standard Drawing No. 02730-2, Sanitary Sewer Service Line Delete: Standard Drawing No. 02730-3, Deep Sanitary Sewer Service Line Add. City of Bozeman Standard Drawing No. 02730-3, Deep Sanitary Sewer Service Line Add: City of Bozeman Standard Drawing No. 02660-16,Water and Sewer Main and Services Location Standards Add. City of Bozeman Standard Drawing No.02720-3,Sanitary Sewer and Storm Drain Manhole Add: City of Bozeman Standard Drawing No. 02720-4, Standard Straight Manhole Add: City of Bozeman Standard Drawing No. 02730-2, Sanitary Sewer Service Line Add: City of Bozeman Standard Drawing No. 02730-4, Sanitary Sewer Cleanout Add: City of Bozeman Standard Drawing No. 02730-5, Standard Drop Manhole 2.1 GENERAL ( A. Revise this section as follows: Furnish new sewer pipe and fittings as specified in ( the Contract Documents and meeting the materials and testing requirements of this ( Section. Furnish in-line wye branches of the same material and design as the sewer ( pipe unless specified otherwise. Saddle-type fittings are allowed only upon approval by the Sewer Superintendent. Pipe strength classifications are shown on the plans ( and/or are listed in the Contract Documents. Do not use tee branches unless ( specifically approved by the City of Bozeman. ( ( COBMODS 6'Edition Page I of 5 SECTION 02730 Addendum 3 1. Revise as follows: Install the pipe within 1/2"of the specified alignment and within 1/4" of the specified grade, provided that such variation does not result in a level or reverse sloping invert. Add the following: F. Install detectable buried warning tape centered over all sanitary sewer mains and service lines.Install tape a minimum of 18"and maximum of 24"below finish grade. 3.2 MANHOLES A. Construction 2. Add the following requirements: Unless otherwise approved by the City of Bozeman, make all break-in connections to existing manholes by using a core drilling machine. Trim off and remove all excess gasket material inside manholes. 3. Revise this section as follows: Install adjusting rings on each manhole to bring the manhole rim elevation to match the existing or specified ground elevations. A maximum of 12" of adjusting rings are permitted. Furnish concrete adjusting rings reinforced with the same percentage of steel as the riser and top,or HDPE adjusting rings. To adjust the rim to match the slope of a street,use rubber-composite tapered adjusting rings. Install Ram-Nek or approved equal joint sealant compound between the first adjusting ring and the top of the manhole, between each adjusting ring, and between the last adjusting ring and the manhole frame. 3.3 SANITARY SEWER SERVICE LINES A. Revise this section as follows: Construct service lines in accordance with City of Bozeman Standard Drawing No. 02730-2 or,if authorized by the Engineer,City of Bozeman Standard Drawing No. 02730-3. Install the service line to a point 8 feet past the property line unless shown or specified otherwise on the plans. Plug the end of the service line with a stopper and gasket,using a gasket of the same type used for pipe jointing.Do not grout the plugs.For multiple service lines installed in the same trench,maintain a minimum of 2 feet clear between each service line and service tap. For service lines connected to existing mains, use Schedule 40 PVC pipe with solvent weld joints or SDR 26 PVC pipe with gasketed joints, and provide all equipment,material,labor and incidentals necessary to install the service line from the main to the building. The City of Bozeman Sewer Department shall make all main taps for new sewer services connected to existing mains, at the Contractor's expense. Inserta Tees©maybe used for service line connections to existing mains. 3.4 TESTS COBMODS 6'Edition Page 3 of 5 SECTION 02730 Addendum 3 SECTION 02730 SANITARY SEWER COLLECTION SYSTEMS 1.2 CERTIFICATION BY MANUFACTURER Add the following: B. All Precast Concrete Products shall be manufactured by a supplier that is certified by one of the following,NPCA(National Precast Concrete Association), PCI(Precast/Prestressed Concrete Institute), or ACPA(American Concrete Pipe Association). Plant must be certified prior to and during production of precast. 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02720-3, Sanitary Sewer and Storm Drain Manhole Delete: Standard Drawing No. 02720-4, Standard Straight Manhole Delete: Standard Drawing No. 02720-5, 48" Standard Manholes Showing Two Types of Cone Sections Delete: Standard Drawing No. 02720-8, Standard Cast Iron Cover Delete: Standard Drawing No. 02720-9, Standard 24" Cast Iron Ring Delete: Standard Drawing No. 02730-2, Sanitary Sewer Service Line Delete: Standard Drawing No. 02730-3, Deep Sanitary Sewer Service Line Add: City of Bozeman Standard Drawing No. 02730-3, Deep Sanitary Sewer Service Line Add: City of Bozeman Standard Drawing No. 02660-16, Water and Sewer Main and Services Location Standards Add: City of Bozeman Standard Drawing No. 02720-3,Sanitary Sewer and Storm Drain Manhole Add: City of Bozeman Standard Drawing No. 02720-4, Standard Straight Manhole Add: City of Bozeman Standard Drawing No. 02730-2, Sanitary Sewer Service Line Add: City of Bozeman Standard Drawing No. 02730-4, Sanitary Sewer Cleanout Add: City of Bozeman Standard Drawing No. 02730-5, Standard Drop Manhole 2.1 GENERAL A. Revise this section as follows: Furnish new sewer pipe and fittings as specified in the Contract Documents and meeting the materials and testing requirements of this Section. Furnish in-line wye branches of the same material and design as the sewer pipe unless specified otherwise. Saddle-type fittings are allowed only upon approval by the Sewer Superintendent. Pipe strength classifications are shown on the plans and/or are listed in the Contract Documents. Do not use tee branches unless specifically approved by the City of Bozeman. COBMODS 6'Edition Page 1 of 5 SECTION 02730 Addendum 3 2.2 PIPE MATERIALS Delete the use of High Density Polyethylene (HDPE) Pipe and Corrugated PVCpipe for sanitary sewers A. Polyvinyl Chloride (PVC)Pipe 2. Gravity Sewer Pipe a. Revise this section as follows: Furnish gravity sewer pipe meeting one of the following requirements: 1) ASTM-3034,"Standard Specifications for Polyvinyl Chloride Sewer pipe and Fittings", with an SDR of 35 8" - 15". 2) ASTM F679, T-1 wall thickness (SDR 35), "Standard Specifications for PVC Large Diameter Plastic Gravity Sewer Pipe and Fittings" 18"—27". 3) SDR 26 PVC pipe for 4" and 6" service lines. 5. Fittings Revise this section as follows: a. Assure wye fittings for connecting service lines are of the same material, construction, and joint design as the main sewer pipe. 2.3 MANHOLES A. General 1. Add the following: Do not use flat-top (straight) manholes unless specifically called out on the plans or in the Contract Documents. Unless noted otherwise, flat-top manholes are only to be used when the distance from the rim to the invert is less than 6 feet. D. Frames and Covers 1. Revise this section as follows: Furnish D & L Foundry A-1178 ring and cover, or East Jordan Iron Works 3771/3772 series ring and cover, or approved equal. Furnish 7" rings unless otherwise approved by the City Engineer. Assure that all covers have two pick holes, V minimum, 1 1/" maximum diameter. Cover lettering shall be"Sanitary Sewer". Covers shall have a City of Bozeman logo cast into the cover.The design of the logo to be approved by the Sewer Superintendent. 3.1 PIPE AND SERVICE LINE INSTALLATION D. Laying Pipe Delete references to tee fittings. E. Tolerances COBMODS 6'Edition Page 2 of 5 SECTION 02730 Addendum 3 1. Revise as follows: Install the pipe within 1/2"of the specified alignment and within 1/4" of the specified grade, provided that such variation does not result in a level or reverse sloping invert. Add the following: F. Install detectable buried warning tape centered over all sanitary sewer mains and service lines.Install tape a minimum of 18"and maximum of 24"below finish grade. 3.2 MANHOLES A. Construction 2. Add the following requirements: Unless otherwise approved by the City of Bozeman, make all break-in connections to existing manholes by using a core drilling machine. Trim off and remove all excess gasket material inside manholes. 3. Revise this section as follows: Install adjusting rings on each manhole to bring the manhole rim elevation to match the existing or specified ground elevations. A maximum of 12" of adjusting rings are permitted. Furnish concrete adjusting rings reinforced with the same percentage of steel as the riser and top,or HDPE adjusting rings. To adjust the rim to match the slope of a street,use rubber-composite tapered adjusting rings. Install Ram-Nek or approved equal joint sealant compound between the first adjusting ring and the top of the manhole, between each adjusting ring, and between the last adjusting ring and the manhole frame. 3.3 SANITARY SEWER SERVICE LINES A. Revise this section as follows: Construct service lines in accordance with City of Bozeman Standard Drawing No. 02730-2 or,if authorized by the Engineer, City of Bozeman Standard Drawing No. 02730-3. Install the service line to a point 8 feet past the property line unless shown or specified otherwise on the plans. Plug the end of the service line with a stopper and gasket,using a gasket of the same type used for pipe jointing.Do not grout the plugs.For multiple service lines installed in the same trench,maintain a minimum of 2 feet clear between each service line and service tap. For service lines connected to existing mains, use Schedule 40 PVC pipe with solvent weld joints or SDR 26 PVC pipe with gasketed joints, and provide all equipment,material,labor and incidentals necessary to install the service line from the main to the building. The City of Bozeman Sewer Department shall make all main taps for new sewer services connected to existing mains, at the Contractor's expense. Inserta Tees©may be used for service line connections to existing mains. 3.4 TESTS COBMODS 6'Edition Page 3 of 5 SECTION 02730 Addendum 3 A. Add the following requirements: At least 24 hours prior to beginning sewer main and manhole tests, provide a testing schedule to the Engineer and the City Engineering Office for approval. Specify the proposed sequence of testing and the methods and procedures which will be used to complete the tests. D. Water Test 1. Add the following requirement: If the water test method is used, verify groundwater levels at the time of testing by installing piezometers or test pits in the immediate area of the sewer line that is being tested. E. Air Test(Alternate) 9. Revise this section as follows: For test sections exceeding the maximum lengths,either shorten the test section to an allowable length;test according to Uni-Bell Standard Uni-B-6-98; or use the water test. Add the following requirement: 10. If the air test method is used to test the sewer mains, test manholes for leakage by filling each manhole with water to the top of the manhole. Measure the leakage by checking the water level drop in the manhole over a four hour period.Allow time to soak the manholes in advance of performing tests. The allowable leakage for manholes is 0.1 gal/hr/ft-dia/ft-head. G. T.V. Inspection 1. Revise this section as follows: All sewers are required to be inspected using a television camera before final acceptance. All television inspections of new sewers shall be done by the City of Bozeman Sewer Department at Contractor expense unless otherwise approved by the Water/Sewer Superintendent. Schedule inspections with the Sewer Department a minimum of one week in advance. De-watering equipment must be shut down a minimum of 24 hours prior to the television inspection to allow groundwater to return to typical levels. Adequately flush the sewer lines prior to each television inspection. T.V. inspection of dly sewer lines is not acceptable. A sewer line will be considered deficient and unacceptable if 1) the alignment is outside the specified limits,2) water ponds in any section to a depth equal to or greater than a value 2 times the grade tolerance specified herein under Section 02730 3.1 E. 1.,or 3)the pipe has visible defects such as open joints,pinched gaskets, cracked barrels or bells, or similar defects. Correct any deficiencies and schedule a re-inspection by the Sewer Department.Sanitary sewer service lines may be subject to the same T.V. inspection requirements as sanitary sewer mains at the discretion of the Sewer Superintendent. COBMODS 6 h Edition Page 4 of 5 SECTION 02730 Addendum 3 Add the following section: J. Manhole Vacuum Testing 1. Vacuum testing of manholes may be done in lieu of water testing.Testing shall be done in accordance with "ASTM C1244-05a, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure(Vacuum)Test Prior to Backfill",with the exception that the testing shall be done after backfilling. COBMODS 6'Edition Page 5 of 5 SECTION 02730 Addendum 3 Add the following new section: SECTION 09810 STREET SIGNS PART 1 - GENERAL 1.1 DESCRIPTION A. This section is furnishing,fabrication,installation and the removing and resetting of signs in accordance with these and other specifications,the Standard Drawings, and in the location as shown on the plans or as directed by the Engineer. 1.2 REFERENCES MUTCD Manual on Uniform Traffic Control Devices 1.3 STANDARD DRAWINGS Standard Drawings in Appendix C applicable to this section are as follows: City of Bozeman Standard Drawing No. 09810-1, Sign Installation Standards City of Bozeman Standard Drawing No. 09810-2, Dead End Barricade City of Bozeman Standard Drawing No. 09810-3, Standard Street Marker Sign Location 1.4 DEFINITIONS A. The following definitions define the signing work to be done when the respective terms are used in the Contract. 1. NEW Signs designated "New" are to be furnished new and erected at the locations specified. 2. REUSE Signs designated"Reuse" are to be removed from the existing post or posts and remounted on a new post or posts at the locations specified. 3. REPLACE Signs designated"Replace" are to be removed and replaced with the specified "New" standard signs, including new post or posts, at the existing or specified new locations. 4. RESET Signs designated"Reset" are to be removed and reset at the locations specified using the existing sign faces and supports. 5. REMOVE Signs designated"Remove"are to be removed,to include the sign or sign assembly and sign supports. COBMODS 6'h Edition Page I of 4 SECTION 09810 Addendum 3 PART 2 -PRODUCTS 2.1 POSTS A. Use 2" perforated square tube 14 gauge galvanized steel posts for all sign posts unless otherwise specified on the plans. Use Telspar or approved equal sign posts. Anchor posts as shown on Standard Drawing 09810-1. 2.2 STREET NAME MARKER SIGNS A. Provide street marker(D-3)signs which meet all applicable MUTCD Standards.For publicly-maintained streets,use white lettering on a green background.For privately- maintained streets, use white lettering on a blue background. For ground-mounted signs,furnish 9"flat-blade aluminum sign blanks, 0.08 inches thick. Provide a 1/4" white border around the edge of the sign. Use white Highway Font letters for the street narne. Lettering for street names shall be mixed-case consisting of an initial upper-case letter followed by lower-case letters. Letter height is specified as the height of the initial upper-case letter. The nominal loop height of the lower-case letters shall be the height of the initial upper-case letter. Street names shall have 6 inch letters, and 3 inch letters for street abbreviations or city sections (e.g. Street, Avenue, Road). Attach signs back to back on signpost with two 3/8" drive rivets with 1" backing washers. For overhead signs, blank and letter sizes shall be determined by engineering design and shall meet the requirements of the MUTCD. 2.3 REGULATORY,WARNING, CONSTRUCTION,AND GUIDE SIGNS A. Assure that all signs meet applicable MUTCD Standards. Furnish construction grade aluminum sign blanks,0.08 inches thick. Attach signs to the posts with a minimum of two 3/8" drive rivets with backing washers. For signs smaller than 18"xl8",use 3/8"x I"washers; for larger signs use 3/8" x 1.5" washers. 2.4 SIGN POST FOUNDATION SLEEVES A. Furnish 2%" non-perforated 12 gauge galvanized steel square tube foundation sleeves for all sign posts. Use "Telspar Quik Punch" or approved equal. Install sleeves in concrete anchor as shown on Standard Drawing 09810-1. 2.5 REFLECTIVE SHEETING A. Reflective sheeting for signs shall be Type IV("High Intensity Prismatic")or better. 2.6 DELINEATORS A. For flexible delineators,use Flex-Stake Series 750 for surface mount and Flex-Stake Series 670 for ground mount, or approved equal. COBMODS 6 h Edition Page 2 of 4 SECTION 09810 Addendum 3 PART 3 -EXECUTION 3.1 SIGN INSTALLATION A. Assure that all signs are installed according to MUTCD Standards. Locate signs where shown on the plans or as directed by the Engineer. Assure that signs are installed plumb, at the correct height, and with the edge of the sign a minimum of two feet from the face of the curb or edge of pavement. 3.2 SIGN REMOVAL OR REPLACEMENT A. As directed by the Engineer, salvage existing signs designated to be removed or replaced to the site specified by the City of Bozeman. Properly dispose of all signs designated for removal or replacement which have not been designated for salvage. PART 4 -MEASUREMENT AND PAYMENT 4.1 GENERAL A. The following are pay items for the work covered under this section. Payment for these items is full compensation for providing all materials, tools, labor and equipment necessary to complete the item and all incidental work related thereto, whether specifically mentioned herein or not. 1.NEW SIGNS Measurement of signs is per each sign installed. Payment for signs is made at the contract unit price bid per each sign installed, which includes furnishing and installing sign posts and sign faces and all other work necessary or incidental for completion of the item. 2. REUSE SIGNS Measurement of signs is per each sign installed. Payment for signs is at the contract unit price bid per each sign reused. Such price or prices and payment will be full compensation for furnishing and erecting the new sign supports and remounting the sign,removing and disposing of the existing sign supports,and backfilling of removal sites. 3. REPLACE SIGNS Measurement of signs is per each sign replaced. Payment for signs is at the contract unit price bid per each sign replaced. Such price or prices and payment will be full compensation for removing and disposing of the existing sign and furnishing and erecting the new sign supports and sign faces. 4. RESET SIGNS Measurement of signs is per each sign reset. Payment will be made at the contract unit price bid per each sign reset. Such price and payment will be full compensation for all work and materials including dismantling and removal, resetting, furnishing and installing break away devices (if required),breakdown of foundation material and backfill of removal sites, and all incidentals necessary to COBMODS 6'Edition Page 3 of 4 SECTION 09810 Addendum 3 complete the work. When not provided for in the contract, reset signs will not be paid for directly but will be considered incidental to and included in payment for other items in the contract. 5. REMOVE SIGNS Measurement of signs is per each sign removed. Payment will be made at the contract unit price bid per each sign removed. Such price and payment will be full compensation for removing each sign and supports, removal from the project,breakdown of foundation material,and backfilling removal sites. COBMODS 6"Edition Page 4 of 4 SECTION 09810 Addendum 3 APPENDIX A MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STANDARD DRAWINGS Drawing Description Status 2213-1 Manhole Adjustment Detail Replaced 2213-2 Water Valve Adjustment Detail Replaced 2221-1 Typical Utility Trench Detail Active 2221-2 Pipe Bedding Alternate Active 2222-1 Trench Plug Excavation Detail Active 2528-1 Detail of Standard Curb and Gutter Replaced 2528-2 Detail of Drive Over Curb and Gutter Deleted 2529-1 Double Gutter Detail for Street Intersection Replaced 2529-2 Standard Fillet Replaced 2529-3 Type I Street Monument Replaced 2529-4 Type 11 Street Monument Deleted 2529-5 A Boulevard Drive Approach Detail Replaced 2529-5 B Curb Walk Drive Approach Detail Replaced 2529-6 Retrofit Drive Approach Active 2529-7A Boulevard Alley Approach Detail Active 2529-7B Curb Walk Alley Approach Detail Replaced 2529-8 Accessibility Ramp Replaced 2529-9 Swale Crossing Deleted 2529-10 Mailbox Mounting For Curbline Delivery Active 2660-1 Thrust Blocking for Water Main Fittings Active 2660-2 Water And Sewer Main Separation Active 2660-3 Thrust Blocking For Water Main Valves Replaced 2660-4 Fire Hydrant Setting Replaced 2660-5 Hydrant Location Detail Replaced 2660-6 Water Service Line Replaced 2660-7 Blowoff Valve Replaced 2720-1 3 0" Standard Storm Drain Inlet Replaced 2720-2 24" Standard Riser Inlet Active 2720-3 Sanitary Sewer And Storm Drain Manhole Replaced 2720-4 Standard Straight Manhole(ASTM C-478) Replaced 2720-5 48" Standard Manhole (Cone Sections) Deleted 2720-6 Precast Manhole Bases Active 2720-7 Typical Manhole Channel Details Active 2720-8 Standard Cast Iron Manhole Cover Deleted 2720-9 Standard 24" Cast Iron Ring Deleted 2720-10 Storm Drain Service Line Active 2730-1 Nomograph For Air Testing Gravity SewerMains Active 2730-2 Sanitary Sewer Service Line Replaced 2730-3 Deep Sanitary Sewer Service Line Deleted COEMODS 6'Edition Page I of I APPENDIX A APPENDIX B CITY OF BOZEMAN STANDARD DRAWINGS Drawing Description 01570-1 Traffic Control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site Closing One Lane 01570-2 Traffic Control,Minimum Standard,Urban Work Site,2 Lane Road,Work Site On Centerline 01570-3 Traffic Control,Minimum Standard,Urban Work Site,4 Lane Road,Work Site On Centerline Partially Blocking Inside Lanes 01570-4 Traffic Control,Minimum Standard,Urban Work Site,2 Lane Road, 1 Lane Partially or Fully Closed By Work Area 01570-5 Traffic Control,Minimum Standard,Rural Work Site,Work Adjacent to the Present Traveled Way 01570-6 Traffic Control,Minimum Standard,Rural Work Site,Utility Work On or Across the Present Traveled Way 01570-7 Pedestrian Traffic Control for Temporary Sidewalk Closure 01570-8 Sidewalk Closure with Detour 02213-1 Manhole Adjustment Detail 02213-2 Water Valve Adjustment Detail 02528-1 Integral Concrete Curb and Gutter 02529-1 Double Gutter Detail for Street Intersection 02529-2 Standard Fillet 02529-3 Type I Street Monument 02529-5 Driveway Approach With Sidewalk Adjacent to Curb 02529-7B Curb Walk Alley Approach 02529-8 Pedestrian Ramp 02529-8A Blended Transition Pedestrian Ramp 02529-11 Residential Driveway Approach and Sidewalk Details 02529-12 Non-Residential Driveway Approach 02529-13 Non-Residential Driveway Approach for Arterial Streets 02529-14 Concrete Storm Drainage Outlet and Inlet Chases 02529-15 Publicly-Maintained Sidewalk 02529-16 Asphalt Pathway Typical Section 02529-17 Concrete Class 1 Trail Typical Section 02529-18 Class 2 Trail Typical Section 02581-1 Typical Pavement Markings for Pedestrian Crossings (Type "A" Crossings) 02581-2 Typical Pavement Markings for School Crossings (Type "B" Crossings) 02660-3 Thrust Blocking For Water Main Valves 02660-4 Fire Hydrant 02660-5 Hydrant Location Detail 02660-6 Water Service Line 02660-7 Typical Blowoff COBMODS 6"Edition Page 1 of2 Appendix B Addendum 3 Drawing Description 02660-8 Hydrant Barrier Posts 02660-10 Typical Valve/Tee Restraint 02660-11 Water Main Crossing Below Existing Sewer Main 02660-12 Standard Domestic Service Line Installation for Sizes 4" and Larger 02660-12A Typical Riser Configuration 02660-13 Standard Fire Service Line Installation For Class I, II and III Systems 02660-14 Standard Fire Service Line Installation For Class IV and V Systems 02660-15 Water Service Line From Curb Stop to Building (Lines 2" and Smaller) 02660-16 Water and Sewer Main and Services Location Standards 02660-17 Water Service Interior Clearances 02660-18 Irrigation Meter Pit, 3/" or 1" Services 02660-19 Irrigation Meter Pit, 1 %2" or 2" Services 02720-1 36" Standard Storm Drain Inlet 02720-1A Standard Square Storm Drain Inlet 02720-113 Combination Manhole and Curb Inlet 02720-3 Sanitary Sewer and Storm Drain Manhole 02720-4 Standard Straight Manhole 02720-11 Storm Drain Debris Rack 02730-2 Sanitary Sewer Service Line 02730-3 Deep Sanitary Sewer Service Line 02730-4 Sanitary Sewer Cleanout 02730-5 Standard Drop Manhole 09810-1 Sign Installation Standards 09810-2 Dead End Barricade 09810-4 Standard Street Marker Sign Location COBMODS 6'Edition Page 2 of 2 Appendix B Addendum 3 APPENDIX C Complete list of Standard Drawings to be used with the City of Bozeman Modifications to Montana Public Works Standard Specifications, Sixth Edition: Drawing Descri tp ion COB 01570-1 Traffic Control, Minimum Standard,Urban Work Site, 4 Lane Road, Work Site Closing One Lane COB 01570-2 Traffic Control, Minimum Standard, Urban Work Site, 2 Lane Road, Work Site On Centerline COB 01570-3 Traffic Control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site On Centerline Partially Blocking Inside Lanes COB 01570-4 Traffic Control,Minimum Standard,Urban Work Site,2 Lane Road, 1 Lane Partially Or Fully Closed By Work Area COB 01570-5 Traffic Control,Minimum Standard,Rural Work Site,Work Adjacent To the Present Traveled Way COB 01570-6 Traffic Control, Minimum Standard, Rural Work Site, Utility Work On or Across the Present Traveled Way COB 01570-7 Pedestrian Traffic Control for Temporary Sidewalk Closure COB 01570-8 Sidewalk Closure with Detour COB 02213-1 Manhole Adjustment Detail COB 02213-2 Water Valve Adjustment Detail MPW 02221-1 Typical Utility Trench Detail MPW 02221-2 Pipe Bedding Alternate MPW 02222-1 Trench Plug Excavation Detail COB 02528-1 Integral Concrete Curb And Gutter COB 02529-1 Double Gutter Detail For Street Intersection COB 02529-2 Standard Fillet COB 02529-3 Type I Street Monument COBMODS 6"Edition Page I of 4 APPENDIX C Addendum 3 COB 02529-5 Driveway Approach With Sidewalk Adjacent To Curb MPW 02529-6Retrofit Drive Approach MPW 02529-7A Boulevard Alley Approach Detail COB 02529-713 Curb Walk Alley Approach COB 02529-8 Pedestrian Rarnp COB 02529-8A Blended Transition Pedestrian Ramp MPW 02529-10 Mailbox Mounting for Curbline Delivery COB 02529-11 Residential Driveway Approach and Sidewalk Details COB 02529-12 Non-residential Driveway Approach COB 02529-13 Non-residential Driveway Approach for Arterial Streets COB 02529-14 Concrete Storm Drainage Outlet and Inlet Chases COB 02529-15 Publicly-Maintained Sidewalk COB 02529-16 Asphalt Pathway Typical Section COB 02529-17 Concrete Class 1 Trail Typical Section COB 02529-18 Class 2 Trail Typical Section COB 02581-1 Typical Pavement Markings for Pedestrian Crossings COB 02581-2 Typical Pavement Markings for School Crossings MPW 02660-1 Thrust Blocking for Water Main Fittings MPW 02660-2Water And Sewer Main Separation COB 02660-3 Thrust Blocking For Water Main Valves COB 02660-4 Fire Hydrant COB 02660-5 Hydrant Location Detail COB 02660-6 Water Service Line COBMODS 6'n Edition Page 2 of 4 APPENDIX C Addendum 3 COB 02660-7 Typical Blowoff COB 02660-8 Hydrant Barrier Posts COB 02660-10 Typical Valve/Tee Restraint COB 02660-11 Water Main Crossing Below Existing Sewer Main COB 02660-12 Standard Domestic Service Line Installation for Sizes 4" and Larger COB 02660-12A Typical Riser Configuration COB 02660-13 Standard Fire Service Line Installation For Class I, II And III Systems COB 02660-14 Standard Fire Service Line Installation For Class IV And V Systems COB 02660-15 Water Service Line from Curb Stop to Building (Lines 2" and Smaller) COB 02660-16 Water And Sewer Main And Services Location Standards COB 02660-17 Water Service Interior Clearances COB 02660-18 Irrigation Meter Pit, 3/" or 1" Services COB 02660-19 Irrigation Meter Pit, 1 '/2" or 2" Services COB 02720-1 36" Standard Storm Drain Inlet COB 02720-1A Standard Square Storm Drain Inlet COB 02720-1B Combination Manhole and Curb Inlet MPW 02720-224" Standard Riser Inlet COB 02720-3 Sanitary Sewer And Storm Drain Manhole COB 02720-4 Standard Straight Manhole MPW 02720-6Precast Manhole Bases MPW 02720-7Typical Manhole Channel Details MPW 02720-10 Storm Drain Service Line COB 02720-11 Storm Drain Debris Rack COBMODS 6"'Edition Page 3 of 4 APPENDIX C Addendum 3 MPW 02730-1Nomograph For Air Testing Gravity Sewer Mains COB 02730-2 Sanitary Sewer Service Line COB 02730-3 Deep Sanitary Sewer Service Line COB 02730-4 Sanitary Sewer Cleanout COB 02730-5 Standard Drop Manhole COB 09810-1 Sign Installation Standards COB 09810-2 Dead End Barricade COB 09810-4 Standard Street Marker Sign Location COBMODS 6'Edition Page 4 of 4 APPENDIX C Addendum 3 City of Bozeman Approved list of Copper Connections COPPER TO COPPER UNIONS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald V Compression 3 piece 4758Q Ford V Compression 3 piece C44-33Q Mueller V Compression 3 piece H15403 A.Y. McDonald 1" Compression 3 piece 4758Q Ford 1" Compression 3 piece C44-44Q Mueller 1" Compression 3 piece 15403 A.Y. McDonald 1 %2" Compression 3 piece 4758Q Ford 1 %2" Compression 3 piece C44-66Q Mueller 1 %2" Compression 3 piece H15403 A.Y. McDonald 2" Compression 3 piece 4758Q Ford 2" Compression 3 piece C44-77Q Mueller 2" Compression 3 piece H15403 A.Y. McDonald %Xl" Compression 3 piece 4758Q Mueller %Xl" Compression 3 piece H15403 A.Y. McDonald 1X11/2" Compression 3 piece 4758Q COPPER TO COPPER 90'S BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 1 '/2" Compression 4761Q Mueller 1 '/2" Compression 1115526 A.Y. McDonald 2" Compression 4761Q Mueller 2" Compression H15526 STRAIGHT STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald V Compression 6100NIWQ Mueller 3/" Compression B24350 A.Y. McDonald 1" Compression 610OMWQ Mueller 1" Compression B24350 A.Y. McDonald 1 %2" Compression 610OMWQ Mueller 1 %2" Compression B24335 A.Y. McDonald 2" Compression 610OMWQ Mueller 2" Compression B24335 COBMODS 6'Edition Page 1 of 3 APPENDIX D ANGLE STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 3/" Compression 4602BQ Mueller %" Compression B24258 A.Y. McDonald 1" Compression 4602BQ Mueller 1" Compression B24258 A.Y. McDonald 1 %2" Compression 4602BQ Mueller 11/2" Compression B24276 A.Y. McDonald 2" Compression 4602BQ Mueller 2" Compression B24276 CORPORATION STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 3/" Ball Corps 4701BQ Mueller 3/" Ball Corps B25008 Ford 3/" Ball Corps FB10003Q A.Y. McDonald 1" Ball Corps 4701BQ Mueller 1" Ball Corps B25008 Ford 1" Ball Corps FB10004Q A.Y. McDonald 1 1/2" Ball Corps 4701BQ Mueller 1 %2" Ball Corps B25008 Ford 1 %2" Ball Corps FB10006Q A.Y. McDonald 2" Ball Corps 4701BQ Mueller 2" Ball Corps B25008 Ford 2" Ball Corps FB10007Q CURB STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 3/" Ball Valves/Minneapolis Thread 6104Q Mueller 3/" Ball Valves/Minneapolis Thread B25155 Ford 3/" Ball Valves/Minneapolis Thread B44-333MQ A.Y. McDonald 1" Ball Valves/Minneapolis Thread 6104Q Mueller 1" Ball Valves/Minneapolis Thread B25155 Ford 1" Ball Valves/Minneapolis Thread B44-444MQ A.Y. McDonald 1 1/2" Ball Valves/Minneapolis Thread 6104Q Mueller 1 1/2" Ball Valves/Minneapolis Thread B25155 COBMODS 6°i Edition Page 2 of 3 APPENDIX D CURB STOPS BRAND SIZE TYPE FACTORY NUMBER Ford 1 ''/z" Ball Valves/Minneapolis Thread B44-666MQ A.Y. McDonald 2" Ball Valves/Minneapolis Thread 6104Q Mueller 2" Ball Valves/Minneapolis Thread B25155 Ford 2" Ball Valves/Minneapolis Thread B44-777MQ CURB BOXES BRAND SIZE TYPE FACTORY NUMBER Mueller All H10388 with bushings as required SADDLES BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 4" 2838 Ford 4" for DIP 20213-540 Mueller 4" BR21304741P A.Y. McDonald 6" 2838 Ford 6" for DIP 20213-750 Mueller 6" BR2130684IP A.Y. McDonald 8" 2838 Ford 8" for DIP 20213-962 Mueller 8" BR2B0899IP A.Y. McDonald 10" 2838 Ford 10" for DIP 20213-1212 Mueller 10" BR213 11041P A.Y. McDonald 12" 2838 Ford 12" for DIP 20213-1438 Mueller 12" BR213 13141P Note: Other copper connectors may be approved by the Water Superintendent on a case by case basis. COBMODS 6"Edition Page 3 of 3 APPENDIX D rn Oa) r- a) Ld zU C)Qa N M M d0- Vl V) O Q N Z)��0 Z o a�o ;a�i�i LI M a in o Lo o w 0 Z:) U) W !EnW� N M M � O CO o Ye of x�z� J W 0�� O Z 3z m �LLOw Q 00 F- M a o Z r' z z r 1. 0 0 O WV) vat W c O 0 O C 11 --1 . 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Op c° Z ~ UJ- ° 00 L O I a a °o Q N a) _0 NOIlt1S JNIJOdIA T ZZ aO vin Wy c W 0 ! 0 J Z Q ofWJc y p Q o CS 10 > > °� � ❑ UZ n_d O U O p U n= N N dC g0 a ° > N np W 7S U NcC E '- aa Nzun N�° -0o z � N M � z Isiiijif,Illf'i�oilbll N r" ! i O Q : II � 1 I I ! !I in:%ill;ah:mn!:Iro!� Q 0 E- -4 o U1 ,,illp i!:Ijri' ifi!: 1;!�I;111mijl ;;!ij; j jir!!n,iil:: Lr- 0 Q W y!Itlna!! 0Mill d riij 6!i X 0o a R9-1 1(L) SIDEWALK CLOSED AHEAD CROSS HERE 30"X24" SIDEWALK CLOSED 24"X 18" SIGNS ARE TO BE PLACED AT THE NEAREST LEGAL CROSSING TO THE WORK AREA. MAY ONLY BE USED IF A PARALLEL SIDEWALK EXISTS ON THE OTHER SIDE OF THE ROADWAY. SIDEWALK CLOSED 24"X18" R9-1 1(R) SIDEWALK CLOSED AHEAD CROSS HERE 30"X24" SIGN ® WORK SITE TRAFFIC DRUMS OR CONE CITY OF BOZEMAN SCALE: PEDESTRIAN TRAFFIC NO. 01570-7 NONE CONTROL FOR TEMPORARY FEB 2007 STANDARD DRAWING SIDEWALK CLOSURE J-AL- 5' 5 2% ED, R9-9 SIDEWALK 4 I CLOSED TEMPORARY ACCESS RAMP ADEQUATELY SUPPORTED FENCING FENCING SIDEWALK CLOSED MUST MAINTAIN 4' CLEAR AREA R9-9 BETWEEN FENCING. WALKWAY MUST BE SMOOTH AND KEPT CLEAR OF FENCING AS SHOWN MAY USED OBSTRUCTIONS FOR SHORT TERM (LESS THAN APPROPRIATE TRAFFIC 30 DAYS) INSTALLATION. MORE CONTROL PLAN MUST BE PERMANENT STRUCTURES WILL BE USED FOR LANE CLOSURES REQUIRED FOR LONGER TERM. A COVERWALK MAY BE REQUIRED FOR OVERHEAD OPERATIONS (IF HEIGHT MINUS 10' EXCEEDS DISTANCE FROM WALK WAY TO WORK AREA) CITY OF BOZEMAN SCALE: SIDEWALK CLOSURE NO. 01570-8 STANDARD DRAWING NONE WITH FEB 2007 DETOUR BEET SURFACING NOT M1z ASPHALT .�.•• �14'MM. COMPACTED WE CONCRETE ADJUSTING AND SUBGRAGE .L:•� •.�;i;. RINGS AS NEC6AITV 5(e (2•WIN.-12'LAX.) NOTES: 1.Adjust manholes upward with adjusting rings under frame. 2.Adjust manhole downward by removing cone and barrel sections as necessary and replacing with sections of length required to match grade. 3. Slope manhole frame as required to mathch slope of street. 4.Final manhole adjustment shall be made before paving. 5.All joints between manhole sections,top cone,adjusting rings,and manhole ring shall be watertight. Joint material shall be"Ram-Nek"or approved equal. 6.Manhole ring and cover shal be adjusted to match final crown and grade of street.Use Anderson Precast or approved equal concrete angled adjustment rings to obtain required angle. 7.Manhole ring and cover:use MCI 305 frame,305A cover,IFCO 772 frame, 772-B cover,or Deeter 1025,or D&L A-1172 with 1"cover. CITY OF BOZEMAN Scale: MANHOLE ADJUSTMENT NO. 02213-1 STANDARD DRAWING None DETAIL Rev.April 2005 TOP OF NEW PAVEMENT MIN 4" M 1 8" 1 AX 6" COMPACTED BASE k SUBGRAOE NOTES: 1, Adjust water valves upward or downward as required. Final adjustment shall be made after paving and before seal coating. 2. Model No. 69 8550 series, East Jordan Iron works adjustable screw—type risers may be used to raise or adjust existing valve boxes only. 3. Valve box adjustment shown is designated as Type II water valve adjustment. Type I water valve adjustment is similar except with a concrete collar. CITY OF BOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 STANDARD DRAWING NONE DETAIL Feb. 2004 NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" (30cm) FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' (0.9m) FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS* �12"(30 cm) MIN. SUBGRADE OR GROUND SURFACE INSTALL DETECTABLE SLOPING, BENCHING OR WARNING TAPE 18"(45cm) SUPPORT SYSTEMS IN THIS BACKSLOPE AS SPECIFIED MAX. DEPTH AREA TO CONFORM TO TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A. REGULATIONS* REGULATIONS* TYPE "A","B", OR "C" 6"(15cm) \W TRENCH BACKFILL SELECT TYPE I BEDDING o00 0 ,/' MATERIAL PLACED 00 0 // IN 6"(15cm) LAYERS & TYPE I PIPE BEDDING 60y'0 COMPACTED AS SPECIFIED PLACED IN 6"(15cm) MAX. !i ` Z?.� °1 �///j IN SECTION 02221. LAYERS AND COMPACTED °o.;*-o4r 4"(10cm) THOROUGHLY. / j sir TRENCH WIDTH=O.D. OF PIPE PLUS 2'(60cm) \\ MIN. TRENCH WIDTH= 3.5'(1.1m) TYPE 2 PIPE BEDDING ,WHERE OFT REQUIRED OR OR UNSTABLE FOUNDATION NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES * SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. REVISED: 10/25/02 CITY OF BILLINGS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE TYPICAL UTILITY TRENCH DETAILS NO. 02221-1 It is recognized that native materials which may be used for pipe bedding vary widely from area to area. Therefore, the following is offered as an alternate to the TYPE 1 pipe bedding specification in Section 02221:TRENCH EXCAVATION AND BACICFILL FOR PIPE— LINES AND APPURTENANT STRUCTURES. This alternate shall be used only if called for in the Special Provisions. It must be emphasized that no specification should be used without the engineer's evaluation of the particular situation. TYPE 1 PIPE BEDDING Type 1 pipe bedding, imported or naturally occurring on site, shall be gravel, gravel—sand mixture, or sand. The material shall be well graded and shall conform to the requirements for soil type GW (gra— vel, well graded) or SW (sand, well graded) of the Uni— fied Soil Classification System (USCS) as delineated in ASTM D2487 except, at the discretion of the engineer, the material may contain up to a maximum of 12 percent passing the 200 sieve provided the plasticity index of the material is 6 or less. The maximum size gravel shall be 3/4—inch. The coefficient of uniformity for gravel shall be 4 or greater and a coefficient of curvature between 1 and 3. Sand shall have a coefficient of uniformity of 6 or greater and a coefficient of curvature between 1 and 3. Type 1 bed— ding shall consist of a minimum of 4 inches(10 cm), or 118 the outside diameter of pipe, whichever is greater, bedding material under the pipe; and the bedding material around and over the pipe to a point a minimum 6 inches (15cm) above the top of the pipe unless specified otherwise in the Special Provisions. The coefficient of uniformity is defined as the ratio of grain size diameter at 601'. passing to the grain size diameter at 10% passing expressed as: Cu = D60 D10 The coefficient of curvature is defined as the position of the square of the grain size diameter at 301 passing to the product of the grain size diameter at 107 passing times the grain size diameter at 60% passing expressed as: 2 Cc = (D30 D10 x D60 Where the naturally occurring material contains voids which would allow migration, sand bedding material shall not be used. Bedding material under and around the pipe to 6 inches (15cm) above the top of the pipe shall be placed by hand or other careful manner so as not to disturb the pipe, in maximum layers of 6 inches (15cm) and compacted to a minimum of 85% Standard Proctor ASTM D698 R, AASHTO T-99. Special care shall be taken to assure complete compaction under the haunches of the pipe. Backfill material shall be placed in the trench for its full width on each side simultaneously. Water settling of this portion of the trench will not be allowed. The addition of water shall be limited to that required for optimum moisture for maximum compaction of the material. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE PIPE BEDDING ALTERNATE NO, 02221-2 A Ground Surface lo Std.Trench Backfill i Trench Plug Material X��; Select Pipe Bedding i� Bottom of Trench Type I Bedding A I— 10'(3 m) J Section A-A Std.Trench Backfill Ground Surface Trench Wall ',� %//:�'%,� '%,/ '%,� '/�.' Trench Wall Plug Limit Plug Limit �3'(90 cm) Plug Limit Trench Bottom 3'(90 cm)-J -J L3'(90 cm) REVISED: 10/21/02 MONTANA PUBLIC WORKS SCALE: TRENCH PLUG STANDARD DRAWING STANDARD SPECIFICATIONS NONE EXCAVATION DETAIL NO. 02222-1 5.4" (0.45') 24" 9' 2" ° 4„ TOPSOIL n 37"R (Ty"' 4„R I 5„ d 3/4"TO PER 1' SLOPE 12° j\\ ° 4 m d /\\ ° ° :a' ad° 6 7.5„ ----9" as O O O O O O O O O O O O O O O 0 CRUSHED GRAVEL O O O O O O O O O O O O O O O BASE — 3" MIN. 0000000000000000000000000000000 O O O O O O O O O O O O O O O O SUB—BASE COURSE AS REQUIRED COMPACTED SUBGRADE 5,. 1�5" 3/4„ —3/4" PER 1' SLOPE _SLOPE AT 5% MAX. 27 MIN 1 2" PER 1' SLOPE F915.- 6" DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB NOTES: 1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) 2. Contraction joints shall be placed of 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 a 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 (MPW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock may be used for the gravel base. CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 STANDARD DRAWING NONE CURB & GUTTER Revised Mar. 2017 CURB TO CURB WIDTH - VARIES FACE OF CURB rn 15' R (TYP) FACE OF GUTTER 1t1 EXPANSION JOINT CONTROL JOINT 4// A BACK OF CURB FLOWLINE WITH CURB RETURN A FILLET AS ONE PIECE 6" DOWEL WITH 5 4 X 36" JOINTS WILL BE REQUIRED IF EXISTING CURB # APPROX. EVERY to FEET RETURN, GRIND GUTTER SMOOTH REBAR EVENLY TO FORM OUTLET SPACED ON 1' CENTERS CHANNEL WHEN THIS WITH 3 1/2" OF COVER. IS THE HIGH SIDE ONE ONEAEND OF BARS PLAN VIEW VARIABLE 6'-0" MIN. STREET SURFACE 1/2" PER V 7 T JI REINFORCE WITH #4 SECTION A-A BARS ON 2' X 2' GRID NOTES: THE WIDTH WITH PROPORTIONAL INVERT MAY VARY TO SATISFY THE DESIGN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. FINISHED STREET SURFACE TO BE 1/8" TO 1/4" ABOVE EDGES OF DOUBLE GUTTER. CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO. 02529-1 STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 TYPE OF MAIL BOX AND SUPPORTING POST IS OPTIONAL r---------- ----, I I MAIL BOX ------J e" MIN. (15cm) • MAINTAIN 3'(0.9m) MIN. CLEAR SIDEWALK WIDTH TO MAILBOX OR SUPPORT WHEN MOUNTED IN SIDEWALK. g E m 0 SIDEWALK OR BOULEVARD CURB STREET SURFACE =' , — 4 REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: MAIL BOX MOUNTING STANDARD DRAWING STANDARD SPECIFICATIONS NONE FOR CURBLINE DELIVERY NO. 02529-10 SIDEWALK BOULEVARD - 5'TYP- VARIES- -- z PROPERTY LINE 3" MIN GRAVEL BASE 14" THICK M-4000 CONCRETE MAINTAIN SECTION B PROPER SIDEYARD SETBACK PER ZONING REGULATIONS I TRANSITION SECTION FROM EXISTING CURB TO DROP CURB: 3' MI ., 5' MAX. EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION DRIVEWAY THROAT WIDTH 24' MAX. CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS w I SIDEWALK CONTRACTION JOINTS BACK OF CURB SPACED AT 5' INTERVALS - MIN. I FLOW LINE DEPTH 1". EXPANSION JOINTS TO BE PLACED AT 25' w EDGE OF GUTTER INTERVALS. 0 I VARIABLE a CONTRACTION JOINTS TO BE SPACED 5. (5.5' TYP.) AT 10' INTERVALS IN CURB & GUTTER EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY 1' S' TYP. 5.5' TYP. (VARIES) PER FOOT SLOPE STREET SURFACE w z 0_ p p gyp. p W p• a 0 ft�0 WASHED ROCK 3" MIN. MIN. 6" THICK CURB & GUTTER M-4000 CONCRETE * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH SECTION A CITY OF BOZEMAN SCALE: RESIDENTIAL NO. 02529-11 STANDARD DRAWING NONE DRIVEWAY APPROACH DEC 2003 AND SIDEWALK DETAILS MAINTAIN PROPER SIDEYARD SETBACK PER ZONING REGULATIONS 5' TRANSITION SECTION FROM EXISTING CURB TO DROP CURB: EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION MAX. THROAT WIDTH 35' COMMERCIAL 40' INDUSTRIAL CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS 1' BACK OF CURB SIDEWALK CONTRACTION JOINTS z SPACED AT 5' INTERVALS - MIN. FLOW LINE DEPTH 1". EXPANSION JOINTS TO BE PLACED AT 25 ui a EDGE OF GUTTER INTERVALS. O w VARIABLE CONTRACTION JOINTS TO BE SPACED C_ t(5.5' TYP.) AT 10' INTERVALS IN CURB & GUTTER 5' EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY APRON 1' * 5' TYP. 5.5' TYP. (VARIES) 1/4" PER FOOT SLOPE STREET SURFACE w - w p p 'p' p •p`. d O "3 WASHED ROCK a CURB & GUTTER MIN. 6" THICK ' M-4000 CONCRETE * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 5.5' NP• NOTE; IF SIDEWALK EXTENDS TO CURB, ,INSTALL APPROACH AS PER STANDARD PROPERTY LINE 1 DRAWING 02529-5, WITH 15' CURB TRANSITION SECTIONS. 5' TYP. VERTICAL CURB OR INTEGRAL CURB & GUTTER EXPANSION JOINTS INSTALL EXPANSION JOINT IF DRIVEWAY IS P.C.C. PAVEMENT 35' MAX. COMMERCIAL 40' MAX. INDUSTRIAL A A CONTRACTION JOINTS (TYP.) - SPACE AT 5' INTERVALS IN SIDEWALK, 10' INTERVALS IN APRON 3 TRANSITION TOP OF CURB TO MATCH SIDEWALK o EXPANSION JOINTS AT CURB RETURNS CURB & GUTTER SIDEWALK DRIVEWAY APRON DRIVEWAY (A.C.C. OR P.C.C. PAVEMENT) 5' TYP. 5.5' TYP. 1/4" PER FOOT SLOPE STREET SURFACE WASHED ROCK I 3" MIN. 6" THICK M-4000 CONCRETE SECTION A—A CITY OF BOZEMAN SCALE: NON—RESIDENTIAL NO. 02529-13 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 FOR ARTERIAL STREETS I/ VARIES 2' BACK OF CURB SOLID COVER 1 5' V 5.5' TYP. FLOWLINE SIDEWALK BOULEVARD (� EXPANSION JOINT '11 1�5' EXPANSION JOINTS 10' '1-4 6 VARIES 6 CONCRETE DROP CURB HEAD CHANNEL NORMAL CONCRETE GUTTER LINE IFCO STYLE 5(SOLID COVERT TRENCH O ATINO (OUTLET CHASE ONLY) WITH STYLE B RAME.D k FOUNDRY'J SERIES" WITH SOLID, BOLT DOWN COVERS,(OR APPROVED EQUAL) PLAN VIEW - N.T.S. IFCO STYLE S(SOLID COVER)TRENCH GRATING WITH STYLE B FRAME,D k L FOUNDRY'J SERIES' PROVIDE WITH SOLID,BOLT DOWN COVERS,(OR APPROVED EQUAL) EROSION CONTROL FLOWLINE AS REQUIRED 29—1 EXPANSION JOINT t—1.5X MIN. 6' "1I ..• •• — 4' BASE COURSE V AS L 1.5'V 5' 5.5'(TYP.) I 2' REQUIRED SIDEWALK BOULEVARD LEND COVER CURB k CUTTER `END CHASE INLET CHASE IFCO STYLE 5(SOLID COVER)TRENCH GRATING WITH STYLE B FRAME,D h L FOUNDRY'J SERIES' WITH SOLID,BOLT DDWN COVERS,(OR APPROVED EQUAL) 29 BOWLINE 6 ............. ............. I 4 BASE COURSE V AS 1.5� 5' 5.5'(TYP.) 2' k REQUIRED SIDEWALK BOULEVARD CURB GUTTER PER STD.DRAWING 02525-1 SECTION B - N.T.S. OUTLET CHASE IFCO STYLE S(SOLID COVER)TRENCH CRATING WITH STYLE B FRAME,D k L FOUNDRY"J SERIES' 4'SIDEWALK WITH SOLID,BOLT DOWN COVERS,(OR APPROVED EQUAL) w+21 2" ........ ...... 5• w h 6" •••••••••••••• DIMENSIONS.AND AND IN VARY,512E ...... ....... .............. TO BE DETERMINED BY ENGINEER EXPANSION JOINT BASED ON 25-YEAR EVENT, BUT NO e, LESS THAN 6'AT CURB OPENING .......... .......... BASE COURSE ••• • CONCRETE SHALL BE M-400D COVERS MUST BOLT DOWN TO FRAME 4' MIN. SECTION A - N.T.S. CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE NO. 02529-14 STANDARD DRAWING NONE OUTLET AND INLET CHASES DEC. 2003 Rev: Aril 2005 FUTURE SIDEWALK 5' 5' I-<-6„ 6'(MIN) SIDEWALK Imo, PROPERTY LINE VARIES 4 LIMIT OF PUBLICLY MAINTAINED SIDEWALK CURB & GUTTER 5' I Ins' �I NOTE: PUBLICLY—MAINTAINED SIDEWALKS TO BE 6" THICK M-4000 CONCRETE REINFORCED WITH 1.5 LBS FIBERMESH PER C.Y. FUTURE SIDEWALK CITY OF BOZEMAN SCALE: PUBLICLY-MAINTAINED SIDEWALK NO. 02529-15 STANDARD DRAWING 1"= 5' CONSTRUCTION STANDARD MARCH 2O05 }§ \jj )k\ ƒ ^e , 2 }/( )§e §(d% / co>0M in / r R ) \ } , < 22 in - % s j / . «_/ �co \ ) • E ' ` ol 9 *# k § \ ) k§} »§ �o 3 e �! B§ Eue° -o \ \\\/ // )} \k §o/ oEL = 3(§G ' BLU MW </Q \/bo §h /3 3]) „i /2 1-5 8 2 % §;;� wo §§ »))§ j\ �0 (\ \\ 22� .. +; §° 6§\ » o< . , <m <§ \ § \\ w� w\\ \\ CITY Of BO3£N&N cCALE ASPHALT PATHWAY NO. 02529-16 STANDARD DRAWING NONE TYPICAL SECTION JAN. 2006 00 o Z mo a N _ 2 W H K o;m uj Np i w LL ?(X O UOQ • Z V=w w =W bm Z O U �OW OUa w m c � N w a o ui f1 �. U a f o N m 0 N 'i' ''•'� U Z_ li 3 m (r m W W = Q F Z Cc Lu Z O w U Q ril V) Q J U O O Z Wv� m Fr Q Z K YQ O WU m UCn W = FY z O (� . �o Z J O � O 0 W H z_w_ Z z0 3 0 7 � U Z tj � Z �axC w v f. O� WF= U QO Q v! Z at vain ?z � 0 ' z .=3 cV 01 ri CITY OF BOZEMAN SCALE: CONCRETE CLASS 1 TRAIL NO. 02529-17 STANDARD DRAWING NONE TYPICAL SECTION April 2006 J QW En xx � 4 Z W O O �Z W W Z LU Y V) U U1 Z f W oi Z� p • W in D W N a 0 ( �. U � Q 3 w D j a) Z Z wQ W W ow m W wLL j o JaLL U V � ¢O F N W~ Q�U W J O 2 a Z= a (n a cD N o z zR (X Q �U w S� ZJ KO W(n I-a � J W O pQ �jWj�� N Q 4 I ZZ Qm Z N cV 1/1 .f,''. CITY OF BOZEMAN SCALE: CLASS II TRAIL NO. 02529-18 STANDARD DRAWING NONE TYPICAL SECTION April 2006 6' — 0" *1.5" "�7 *Depth will vary proportionately 3" GRAVEL with width of cross drain 3' CROSS DRAIN CONTROL JOINT — SEAL WITH BITUMINOUS JOINT SEALER EXPANSION JOINT 6" 6" 10" EXTEND EXPANSION TUBES 3/4" PAST END OF STEEL DOWEL TO ALLOW FOR EXPANSION (IF DOWELS ARE USED) FILLET TO BE PLACED ON 3" COMPACTED GRAVEL BASE OR STREET BASE, WHICHEVER IS GREATER. CONCRETE TO BE EXPANSION JOINT AT 6" DEPTH FROM P.C. (TYP.) FACE OF CURB TO STREET 15' R (TYP.) 3/4" STEEL DOWELS (OPTIONAL) CITY OF BOZEMAN SCALE: STANDARD FILLET NO. 02529-2 STANDARD DRAWING NONE AUG. 1994 2" TO 2 1/2" DIAMETER BRASS CAP WITH ROUNDED TOP, SET FROM REFERENCE POINTS. ENGINEER TO MARK MONUMENT POINT IN CAP AFTER INSTALLATION. STREET PAVEMENT �1/8" TO 1/4" BELOW PAVEMENT 6" TO 9" BUT 'NO'' . . . . . . . . . . . . . . DEEPER THAN 1/2" ABOVE BOTTOM OF BOX. :.r•• ;;;.;: •:e .d GRAVEL BASE 21/2 e° MIN. LEAVE GRAVEL EXPOSED ° FOR DRAINAGE. MIN. a ;..e STANDARD CONCRETE (6 1/2 SACK MIX OR BETTER) " POURED IN PLACE OR PRECAST AND SOLIDLY PLACED. . ° r. d NON REINFORCED 6" MIN., ROUND OR SQUARE WITH 1/2" ° CHAMFERED CORNERS OR <:g REINFORCED PRECAST 4" SQUARE WITH 1/2" CHAMFERED CORNERS AND 4 NO. 2 REBARS. MONUMENT BOX INLAND FOUNDRY CO. PATTERN NO. 1034 OR APPROVED EQUAL. CITY OF BOZEMAN SCALE: TYPE I STREET MONUMENT NO. 02529-3 STANDARD DRAWING NONE Dec. 1999 RIVEWAY EXPANSION JOINT EXPANSION JOINT P� 1:12 MAX. 5 SLOPE O� 1.5" pC� ........... ................................................................................................................................................................................................................................. I EXPANSION JOINT FLOWLINE TRANSITION SECTION -5' MINIMUM -15' FOR NON-RESIDENTIAL APPROACH ON ARTERIAL STREETS 6" M-4000 CONCRETE 2% �1.5" DRIVEWAY p�' O...O•' 10 . ��'... •• .f'� 00 0 0 0 0 3" WASHED GRAVEL COMPACTED SUBGRADE SECTION VIEW CITY OF BOZEMAN SCALE: DRIVEWAY APPROACH NO. 02529-5 STANDARD DRAWING NONE WITH SIDEWALK Revised ADJACENT TO CURB Dec. 1999 A ------------------r------------------------------------------------- EXISTING CURBWALK I 1 � I 1 SAW CUT OR REMOVE AT JOINT 1 I ROUNDING � I AS NEEDED JOINT �--��-- (SEE BELOW) -� /) I • )UP S BELOW) ( I / 21-0' (ODOM) FL0WbNE J AREA OF NEW CONSTRUCTION I j REMOVE EXISTING CURB AND GUTTER I EXISTING DRIVE J WDTH OF DRIVEWAY VARIES OVER CURB A MATCH EXISTING 2'-O'(50.m) ROUNDING TO MATCH EXISTING RESTORE I EXISTING CURBWALK FLOW LINE �, STREET SURFACE 1'(2.5em) LI i ---------z--------- --- (1�)MAX r ID ------------------ o�O 0 o°� 0 0 °0 o 0 p o o �cp I 3'(Ban) GRAVEL BASE SECTION A-A REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE RETROFIT DRIVE APPROACH NO. 02529-6 o c� Q z a rl o o� o in Z N o N W U ow o O ,z ¢ O v � v~i Z F� CCL J Lli _ ^ m a¢ U z °d m w o �0() a i iL O nd m o w Q Z td Q LJi LLI J � Wp ' \ w w 2^ Q Z g \ C o \ cn o o m W \ / Q 0- U) /' 0- (n `\ / Q a o \ /� •.. zry z Q Q ,\ o o �� F z z m r W > N W I a Orn o Q 7 N o (nn a N N w u Q N o OW a Q�FIZ4N o OOOPLIQ O �Z34-3w Z ry / \\ 0 ONmOO z wz r) io O H�? .J 1/1 \\ �� oOV)N } Z / Z_�O_NF wJ OW O \ wJO 'Owv J�� U zY>mof LLI U a?aQQ JJQ Qp�J h \ w�°a IV)M J=tn mm�ZON N QU� J- >IWZ_-O UJ z i \ Z °°. 3Q OaonO mwL Q } Q� o \ i IN20CWWWZ Dm= Z °`� w\ / �2 0V) a?�orc Ua~ N J ,202 awZQ33aO � \ oy� aa_aooa \ �y° \ ti a<°Oi aQo �d / J Z 1 \\ � U Z J W LL Q ��� O 0 - Z w pLL Of N w� O A r A`2 p2 z OJ O o Q m OF J (n O�Z N ,r Z 1 j Oam\ F- ZN� Ll- i. LLI K I a�L• Z ` J U W O4 J J V) N N d R = 15' BACK OF CURB d a PT dQ d Bea, .e, •e.° .. 1' (TYP.) DOWEL WITH 24" NO.5 a. EXPANSION REBAR 3' INTO BACK <e JOINTS OF CURB, 3' CLEAR e N 'd C ° R e a •••• °.. °° ° ° d A ••••• °�2% MAX. ,°• A °•• ° e '° 11 ° 5' •' ` SIDEWALK e ° 5' SIDEWALK (TYP.) 1:20 MAX. ° ••••• ° d'. N ° d •.• 24 Min a ° ° d ' e e. SCALE: 1" =5' OWEL c 0 5 1/2' BLVD. (TYP.) a 6" THICK CONCRETE SURFACE RAMPS TO BE CONSTRUCTED WITH DETECTABLE _�EXPANSION Flow line WARNING SURFACES COMPLYING WITH ADAAG JOINT COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN B OF CUTER FLOW LINE: NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING STORM DRAIN INLET MAY BE MORE THAN 5' FROM THE FLOW LINE. (TYPICAL LOCATION) REINFORCE CONCRETE IN RAMPS WITH FIBERMESH°'AT A RATE IF 1 1/2 lbs./C.Y. OR WITH 6x6x10 GAUGE WIRE MESH 12"� 5'-0" � 12" I L TRANSITION TO NORMAL SIDEWALK TOP OF CURB ELEVATION. DISTANCE VARIES. SIDEWALK 5' SIDEWALK 5.5„ NO LIP LANDING FLOW LINE 5.5' VARIES SECTION B-B NO LIP 9.5„ µax. NO SCALE } 6„ STANDARD Fy 1/2'DEPRESSED I � CURB SECTION SID/ LANDING RAMP 6" 6" CONCRETE 3'" GRAVEL BASE (TYP.) \ SECTION A-A O: NO SCALE SECTION C-C CONSTRUCTION NOTES: NO SCALE 1. Standard applies to new construction, with max. curb R=15', and min. 5.5' boulevards. 2. Ramp and curb can be poured monolithically. 3. Storm drain inlets shall be constructed "upstream" of ramps. Alternative locations permitted only upon City Engineers approval. 4. Ramp width shall be 5' minimum. 5. Sidewalk cross—slopes shall not exceed 2%. BOULEVARD SIDEWALK NO. 02529-8 CITY OF BOZEMAN SCALE: PERPENDICULAR STANDARD DRAWING AS SHOWN PEDESTRIAN RAMP NOV. 1995 (15' MAX. RADIUS/5.5' MIN. BOULEVARD) Revised April 2006 USE BLENDED TRANSITION RAMP WHERE n LIMITATIONS DUE TO BOULEVARD WIDTH, I °w RIGHT-OF-WAY,CURB RADIUS,OR INTERSECTION SJ ANGLE PREVENT THE USE OF STANDARD RAMPS PER o C.O.B STANDARD DRAWING 02529-8 DETECTABLE WARNING TO BE A MINIMUM OF 4' WIDE,CENTERED ON THE CROSSWALK(S). G� �w ryas EXPANSION JOINT L•12 MAX o� E SIDEWALK XXX Drop Curb N ® Curb Transition ,/ 2%MAX �C ° EXPANSION JOINT ~ LENGTH AS REQUIRED TO MATCH STANDARD SIDEWALK GRADE b 3 w Landing Ramp No Lip 5'Min Vanes 4— Sidewalk t T1Ax lr---ax MAX _ 3"Gravel Base(Typ.) 4"Concrete 6"Concrete Reinforced with 1.5 lbs. Fibetmesh/C.Y.or 6x6xI0 Gauge Wire Mesh SECTION A-A Not to Scale CITY OF BOZEMAN SCALE: BLENDED TRANSITION NO. 02529-8A STANDARD DRAWING NOT TO SCALE PEDESTRIAN RAMP APRIL 2006 1' FROM EDGE OF GUTTER OR FACE OF VERTICAL CURB 8" White Standard I 24" White Stop Line 4 8' - Standard ----------------- See Note 2 4' Min. NOTES: (1) THE LOCATION OF THE CROSSWALK LINES ARE DEPENDENT UPON LOCATION OF THE SIDEWALKS. (2) 4' MINIMUM FOR SINGLE LANE APPROACHES. FOR MULTI-LANE 24" White APPROACHES , SETBACK BASED. ON Stop Line ENGINEERING DESIGN. (3) USE YIELD LINE FOR UNCONTROLLED CROSSINGS, STOP LINES FOR CONTROLLED CROSSINGS. CITY OF BOZEMAN SCALE: TYPICAL PAVEMENT MARKINGS NO. 02581 -1 NONE FOR PEDESTRIAN CROSSINGS FEB. 1996 STANDARD DRAWING (TYPE "A" CROSSINGS) Revised May 2017 N �ff�f�tt��tt�ltft.�tt Yf.�Itf�� i4.......... -4fi:�ti•r +i 7.0 1 2' MIN 3.5' MAX, 1 2' t YIELD LINE SCHOOL CROSSING OR UNCONTROLLED CROSSING 3 --------------- --- i �- SEE NOTE 3 SPACE BARS TO 2 BE OUT OF WHEEL `�j' 8' TYPICAL PATHS I i * NOTES: N (1) THE LOCATION OF THE CROSSWALK LINES ARE DEPENDENT UPON LOCATION OF I THE SIDEWALKS. (2) USE YIELD LINE FOR UNCONTROLLED M CROSSINGS, STOP LINE FOR CONTROLLED CROSSINGS (3) 4' MINIMUM FOR SINGLE LANE APPROACHES, FOR MULTI-LANE APPROACHES, SEE MUTCD SEC 313-16 CITY OF BOZEMAN SCALE: TYPICAL PAVEMENT MARKINGS FOR NO. 02581 -2 STANDARD DRAWING NONE SCHOOL/OR UNCONTROLLED FEB. 1996 CROSSINGS (TYPE "B" CROSSINGS) Revised May 2017 d v B •d r,.,••:.. d B 3 REDUCER MIN '�/ UNDISTURBED EARTH TEE TEE (Plugged) BEND STANDARD DIMENSIONS FOR THRUST BLOCKING FITTING TEES & PLUGS 90°BEND 4eBEND & WYES 22 112°BEND SIZES A B A B A B A B 4" 1'-7" 1'-2" 1'-9" 1'-6" 1'-8" O'-10" 1'-7" 0'-6" 6" 2'-0" 1'-11" 2'-5" 2'-2" 1'-10" 1'-7" 1'-9" 0'-10" 8" 2'-8" 2'-6" 3'-2" 3'-0" 2'-5" 2'-1" 1'-9" 1'-6" 10" 3'-4" 3'-3" 4'-0" 3'-10" 3'-0" 2'-9" 2'-2- 1'-11" 12" 4'-0" 3'-10" 4'-8" 4'-8" 3'-8" 3'-3" 2'-7" 2'-3" 14" 5'-5" 3'-10" 6'-6" 4'-11" 4'-9" 3'-5" 3'-5" 2'-5" METRIC DIMENSIONS FOR THRUST BLOCKING FITTING TEES & PLUGS 90°BEND 450BEND & WYES 221120BEND SIZES A B A B A B A B 10cm 0.5m 0.4m 0.5m 0.5m 0.5m 0.3m 0.5m 0.2m 15cm 0.6m 0.6m 0.7m 0.7m 0.6m 0.5m 015m 0.3m 20cm 0.8m 0.8m 1.Om 0.9m 0.7m 0.6m 0.5m 0.5m 25cm 1.Om 1.Om 1.2m 1.2m 0.9m 0.8m 0.7m 0.6m 30cm 1.2m 1.2m 1.4m 1.4m 1.1m 1.Om 0.8m 0.7m 36cm 1.6m 1.2m 2.Om 1.5m 1.4m 1.Om 1.0m 0.7m NOTES: 1. THESE TABLES ARE BASED ON 150 PSI(1030 kpa) MAIN PRESSURE 2.WRAP ALL FITTINGS WITH POLYETHYLENE. 2000 PSF(9800 kg/m') SOIL BEARING PRESSURE REVISED: 12 27 95 EM0NTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD DRAWING STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO. 0266O-1 UNDIS URBED EARTHY(TYP) /\/\\/\\///\\/\\%/\\j/�j/\\///\�//\\//�\�/�\//\ CONCRETE THRUST ;+ MJ GLAND BLOCK (TYP.) • a MJ GLAND , •a D,I. MJ D.I. D.I. PIPE TEE PIPE PIPE MJ VALVE D.I. MJ GLAND PIPE O 3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD, CONFORMING TO ASTM A242-81, MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING MJ GLAND TO ASTM 536-80 MAY BE USED IN CONJUNCTION D.I. WITH THE RESTRAINING RODS. PIPE CITY OF BOZEMAN SCALE: TYPICAL VALVE/TEE NO. 02660-10 STANDARD DRAWING NONE RESTRAINT DEC 2003 g O M (D a Fw \. of (DN a o w N W JZ �: \\///\� v OW 2rCN0 N Y� .••. \ O Z U m LLJm \%/\�/// o z O Z F- V Ld 20 2 Z W Z a C� /\\ of N OLLJ fZ\\/\/ z 3 z (/) w 0� W O m Uj = 4, \\�\\ ccn U N Q I- //\\/j Z� Z C� O � W :f' w c� _Z /// W W Q LLI Q v °°v J N ~ J � O J ...°,..°..° }U N C) LLJ o Li N LLLj W QEl� z \\° pz W \ \\\\ Q Z LJ Lj w�F- m W O °• F-i _j ° v° Ld m N w ��m o USQLA Q�O \\ W Q U) FQ' gm0 UC/� 3A1VA M3N , \//\ N Y z paQ? 0w D ) [Ifw Oo mm z Y O LLI o < ON j O Z QmO = W WF-of (D � Q Of = WLi —i ~ ~ m— �o Q � � UI WSd ZN LLI z m 1— X � 0U- U) I- w NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE METER SIZED SAME AS INCOMING LINE — NO EXCEPTIONS. ALLOWED ON THE TEST PORTS BACKFLOW PREVENTION ASSEMBLY OF ANY BACKFLOW PREVENTION ASSEMBLY. REQUIRED BACKFLOW PREVENTION SEE NOTE 9 DEVICE TO BE DETERMINED BY WATER SUPERINTENDENT. FLANGE TO BE THREADED ON STANDPIPE, M.J.TO FLANGE ADAPTORS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP.) 1' MIN., 2' MAX.ABOVE FINISHED FLOOR FLOOR . 'e' a • �• d e .e .e'.. '•t MECHANICAL 3/4' MIN. Redl Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. JOINT BOLT HOLES (TYPICAL)— 5/8' RODS ACCEPTABLE FOR 4' LINES MAIN • THRUST 90 BEND WITH THRUST BLOCK BLOCK—► ® ,. LEGEND TAPPING TEE & VALVE, FLANGED OS&Y VALVE OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) PROVIDE FLEXIBLE, WATER—TIGHT CONNECTION FOR ALL WALL OR FLOOR CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION PIPE PENETRATION. OF BACKFLOW PREVENTION ASSEMBLY 1. The FIRST fitting inside of the building shall be a UL listed flanged Kennedy or Mueller OS&Y valve the some size as the service line. Combination strainer/meter immediately following OS&Y valve or elbow attached directly to OS&Y valve -- meter must set horizontal, 1' MIN., 2' MAX.ABOVE FINISHED FLOOR FLOOR 2. All Backflow Prevention Assemblies shall be: •a a •, a. UL or FM listed. a b, Approved by the University of Southern California Foundation for Cross Connection Control and Hydraulic Research (USCFCCCHR) for operation in the proposed position (vertical or horizontal) as shown MECHANICAL_,, ECHANICAL on approved plans. JOINT c. Installed as shown on the approved plans. 3. Horizontal installations must be a minimum of 2' and maximum of 3' above the finished floor. 4. The service riser must be a minimum of 2' from any outside wall. 90' BEND WITH THRUST BLOCK 5. The incoming service line shall be a minimum 6.5', and a maximum of 7.5' below the finished grade. 6. All service line appurtenances shall have a minimum pressure rating of 175 PSI. _j 7. All service lines 4" and larger shall be Class 51 Ductile Iron Pipe. MIN., 2' MAX. g, Line sizing: The Backflow Prevention Assembly and meter shall be equal in size to both the incoming pipe diameter (upstream) and outgoing pipe diameter (downstream). For example, a 4" service line shall have a 4" meter and Backflow Prevention Assembly. 2' MIN., 3' MAX 9• A minimum of four (4) pipe diameters of straight run pipe is COATED STEEL CLEARANCE ABOVE required upstream and downstream of the meter/strainer assembly. WALL PIATE, FINISHED FLOOR 5/16' MIN. THICKNESS • a. CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-12 STANDARD DRAWING NONE FOR SIZES 4" AND LARGER DEC 2003 REV: JAN 2015 j \\ j $ wz §w } . o m / c / u Em u ° b } )\k « [z ) azz G _/0 [ 6\ 0 § § � z \ \ \\ ) o < o ii � \ 3/ \ � 0k « ° F ~ y 6 % \ (fn< o °C) § \ /}Ld z \ j // ��� ~ 2§E @ z / § ~ o ® � / \/ / \ U \ \\ Co _ z E j � ° \ §\ / G + § /\ G § § , ± w / \§ §E kg§ j 0 m § \\ \^ ) (< <j \ co \ j j � 3 / 9 - u o/ §o / k ~ d § § u \ § § _��§ W�a3 &c § } ± < 00 ) § \ % ( ss 2u o ys < § _ < 3� 5@N2g S #w3 y \ /\))) \ � K w ¥ 3� aN?WiG #wJ § m\mg� z a z \ / §ƒ2 a ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE LEGEND BACKFLOW ASSEMBLY TO BE 90' BEND. ALLOWED ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLY \I\D0/ -$ FLANGED OS&Y VALVE FLANGE TO BE THREADED ON STANDPIPE, M.J.TO FLANGE ADAPTORS NOT ACCEPTABLE DOUBLE CHECK VALVE (TYPICAL FOR ALL RISER CONFIGURATIONS) MIN. REQUIREMENT) 4" OR LARGER CLASS 51 % AS INDICATED ON DUCTILE IRON PIPE (TYP.) V MIN., 2' MAX. ABOVE pp FLOOR FINISHED FLOOR X APPROVED PLAN(S) d MECHANICAL 3/4" MIN. Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. JOINT BOLT HOLES (TYPICAL) — 5/8" RODS ACCEPTABLE FOR 4" LINES MAI N—\ HH 90' BEND WITH THRUST BLOCK TBLOCK TAPPING TEE & VALVE CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed flanged Kennedy or Mueller OS&Y valve the same size as the fire service line. 2. All Double Check Valve Assemblies shall be: a. UL or FM listed. b. Approved by the University of Southern California Foundation for PROVIDE FLEXIBLE, Cross Connection Control and Hydraulic Research (USCFCCCHR) for WATER—TIGHT CONNECTION operation in the proposed position (vertical or horizontal) as shown on approved plans. FOR ALL WALL OR FLOOR c. Installed as shown on the approved plans. PIPE PENETRATIONS. 3. A flow detection device shall be installed immediately following the Double Check Valve Assembly (alarm check valve, flow sensor/alarm, meter, etc.) as shown on the approved plans. Paddle—type flow alarms not permitted on dry systems. 4. A Double Detector Check Valve Assembly may be used with a standard J FINISHED FLOOR ABOVE FLOOR City of Bozeman meter. The meter loop of the Double Detector Check 3 a e Valve shall have a Double Check Valve Assembly installed which meets the some installation criteria specified above in requirement number two. 5. Horizontal installations must be a minimum of 2' above the finished 0 floor. MECHANICAL JOINT 6. The fire service riser must be a minimum of 2' from any outside wall, and a minimum of 1' from any interior wall. 10' MAX.* 7. The incoming fire service line shall be ❑ minimum 6.5', and a max— imum of 7.5' below the finished grade. 90' BEND WITH 8. All fire service line appurtenances shall have a minimum pressure THRUST BLOCK rating of 175 PSI. 9. All fire service lines 4" and larger shall be Class 51 Ductile Iron Pipe. 10. Line sizing: The Double Check Valve Assembly shall be equal in size to both the incoming pipe diameter (upstream) and outgoing pipe diameter J' "'" (downstream). --1' MIN., 2' MAX. * PER NPPA-24 FIG A.10.6.3.1 f2' MIN., 3' MAX CLEARANCE COATED STEEL) ABOVE FINISHED FLOOR WALL PLATE, 5/16' MIN. THICKNESS a. STANDARD FIRE SERVICE CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13 STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003 REV: APRIL 2013 ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE BACKFLOW ASSEMBLY TO BE 90' BEND. ALLOWED ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLY (J\®/ FLANGE TO BE THREADED ON STANDPIPE, M.J. TO FLAN ADAPTORS NOT ACCEPTABLE 4" OR LARGER CLASS 51 (TYPICAL FGEOR L RISER CONFIGURATIONS) LEGEND DUCTILE IRON PIPE (TYP.) FLOOR FINISHED FLOOR' ABOVE FLANGED OS&Y VALVE d e e REDUCED- RSURE MECHANICAL BACKFLOW-PRREEVENTION JOINT 3/4" MIN. Redi Rod, INSTALLED IN ASSEMBLY(MINIMUM REQUIREMENT)AS INDICATED MAIN EVERY OTHER AVAILABLE M.J. ON APPROVED PLAN(S) BOLT HOLES (TYPICAL) 5/8" RODS ACCEPTABLE FOR 4" LINES THRUST 90' BEND WITH THRUST BLOCK BLOCK TAPPING TEE & VALVE, OR INSTALL VALVE AT CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF PROPERTY LINE (TYPICAL REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY FOR ALL RISER 1. The FIRST fitting inside of the building shall be a UL listed flanged CONFIGURATIONS. Kennedy or Mueller OS&Y valve the some size as the fire service line. / 2. All Reduced Pressure Backflow Prevention Assemblies shall be: I� a. UL or FM listed. PROVIDE FLEXIBLE, L1 b. Approved by the University of Southern California Foundation for / Cross Connection Control and Hydraulic Research (USCFCCCHR) for WATER-TIGHT CONNECTION operation in the proposed position (vertical or horizontal) as shown on approved plans. FOR ALL WALL OR FLOOR C. Installed as shown an the approved plans. PIPE PENETRATIONS. 3. A flow detection device shall be installed immediately following the Reduced Pressure Backflow Prevention Assembly (alarm check valve, flow sensor/alarm, meter, etc.) as shown on the approved plans. Paddle-type flow alarms not permitted on dry systems. 1' MIN., 2' MAX. ABOVE FINISHED FLOOR FLOOR 4. Horizontal installations must be a minimum of 2' above the finished a o e .a floor. w 5. The fire service riser must be a minimum of 2' from any outside wall, oand a minimum of 1' from any interior wall. ECHANICAL JOINT 6. The incoming fire service line shall be a minimum of 6.5', and a max- imum of 7.5' below the finished grade. 10' MAX.* 7. All fire service line appurtenances shall have a minimum pressure rating of 175 PSI, 8. All fire service lines 4" and larger shall be Class 51 Ductile Iron Pipe. 90' BEND WITH 9. Line sizing: The Reduced Pressure Bockflow Prevention Assembly shall be THRUST BLOCK equal in size to both the incoming pipe diameter (upstream) and outgoing pipe diameter (downstream). 10. A drain is required. —1' MIN., 2' MAX. * PER NPPA-24 FIG A.10.6.3.1 III} 2 MIN., 3' MAX CLEARANCE COATED STEEL) WALL PLATE, ABOVE FINISHED FLOOR 5/16"MIN. THICKNESS STANDARD FIRE SERVICE CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-14 STANDARD DRAWING NONE Dec 2003 FOR CLASS IV & V SYSTEMS REV: APRIL 2013 R NEAREST FOUNDATION WALL TO CURB STOP CURB STOP AND BOX SEE DETAILS A & 8 BELOW (WATER MAIN 6.5' MIN. COVER0. ! I WATER SERVICE LINE STUB (SEE C.O.B. STANDARD I--WATER SERVICE LINE-i DRAWING 02660-6) INSTALLED BY CUSTOMER (SERVICE APPLICATION & PLUMBING PERMIT REQUIRED) NOTE: METER SIZED SAME AS INCOMING LINE-NO EXCEPTIONS. FOUNDATION BACKFLOW PREVENTION ASSEMBLY WALL (AS REQUIRED) 1'MIN./2' MAX SERVICE LINE ANGLE STOP BACKFLOW PREVENTION MI ,/2' MAX TO DOMESTIC ASSEMBLY (AS REQUIRED) FIXTURES FOUNDATION TO WALL FIXTURES DOMESTIC M \r M �� FIXTURES OWNSTREAM SHUTOFF r" DOWNSTREAM 1' MIN., SHUTOFF rr 2' MAX METER* 1' MIN. FLOOR ANGLE STOP OR STRAIGHT STOP *METER SAME SIZE AS INCOMING LINE-NO EXCEPTIONS, METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND QUARTER-BEND COUPLING BACKFLOW DEVICE (1 1/2" & 2" SERVICES ONLY) **DOWNSTREAM SHUT OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL B DETAIL A TYPICAL FLOOR PENETRATION (N.T.S.) TYPICAL WALL PENETRATION (N.T.S.) (CRAWL SPACE) INSTALLATION REQUIREMENTS: 1, WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2. SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1 1 1/2", AND 2" SERVICES. SEE STANDARD DRAWING NO. 02660-12 FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED. 3. STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2" AND 2" SERVICES. 4. SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4". 5. PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. 6. METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7. NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. 8, CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. 9. WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP. 10. METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE. WATER SERVICE LINE CITY OF BOZEMAN SCALE: NO 02660-15 STANDARD DRAWING NONE FROM CURB STOP TO BUILDING Dec. 2003 (LINES 2" AND SMALLER) Rev. April 2006 60' R I.O.W. 30' (TYP) O O 19' P. WATER w 30' .) SEWER k vwi O O � W W 3 N PROPERTY / LINE 1 ' (Ty ) 1. WATER MAINS LOCATED 19' FROM THE NORTH OR WEST RIGHT-OF-WAY PROPERTY LINE FOR STREETS 35' IN WIDTH OR GREATER. WATER MAINS LOCATED 5.5' WEST OR NORTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH (BACK OF CURB-BACK OF CURB) 2. WATER SERVICE STUB LOCATED AT CENTER OF LOT; SEE C.O.B. STANDARD DRAWING NO. 02660-6 FOR DETAILS. 3. WATER MAIN VALVES LOCATED AT PROPERTY LINE. 4. SEWER MAINS LOCATED ON STREET CENTERLINE FOR STREETS 35' IN WIDTH OR GREATER. SEWER MAINS LOCATED 5.5' EAST OR SOUTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH 5. SEWER SERVICE STUB LOCATED 15' UPSTREAM FROM DOWNSTREAM PROPERTY LINE. 6. WATER & SEWER MAIN CROSSING; SEE M.P.W. STANDARD DRAWING NO. 02660-2 FOR DETAILS. 7. HYDRANTS LOCATED 5' FROM VALVE OR ON PROPERTY LINES EXTENDED FOR MID-BLOCK LOCATIONS. CITY OF BOZEMAN SCALE: WATER & SEWER MAIN AND NO. 02660-16 STANDARD DRAWING NONE SERVICES LOCATION Dec. 2003 STANDARDS i FINISHED WALLS FINISHED WALLS DOWNSTREAM SHUTOFF DOWNSTREAM BACKFLOW DEVICE Z SHUTOFF BACKFLOW DEVICE METER ANGLE STOP METER E--} ANGLE STOP 12" MIN CLEAR 6" MIN CLEAR 3/4" AND 1" COPPER SERVICES 1 1 /2" AND 2" COPPER SERVICES PLAN VIEW PLAN VIEW FINISHED WALL � FINISHED WALL L J J U U Z Z_ N BANGLE STOP ANGLE STOP FINISHED FINISHED 1' MIN /FLOOR 1' MIN �FLOOR ' MAX / 2' MAX SERVICE PIPE SERVICE PIPE 3/4" AND 1 " COPPER SERVICES 1 1/2" AND 2" COPPER SERVICES PROFILE VIEW PROFILE VIEW NOTE: PROVIDE FLEXIBLE, WATER-TIGHT SEAL FOR ALL FLOOR PENETRATIONS CITY OF BOZEMAN SCALE: WATER SERVICE NO. 02660-17 STANDARD DRAWING NONE INTERIOR CLEARANCES APRIL 2005 a + 00 gym§ m }\ - w O C) >2w w °\ _ 4 « \\\ E ƒ \ j§ ' \ ) � _ G } o '® ; I 2 CL 00 _� !/ . g ) / _ E =ac_< > m 6P /\/ E20 < 2 » / \E \paj E ƒ u § < -c mou < = 2 2 3 § L W ®®§.� ° bib % \LU ƒE o g m uD 0e =mom o / /( E ° / w ±mgIL z zgo § 2 c CL U /w < 0 ~� � § \ § >of z ) �E / IL (L z � ± o . w � s w LLI < e z w zc _ - § < / $ u � � a « 2co O ) w S SE0 z — Ofw a:(D � � 0 O a 3 00 _ _ O wz 2 ƒd LU a j\§ 0w CD U) m %c § o�% /ofu{ K [§� � ) E)}bw x §§ )/ ) Z /§ > w w W > o )\( D Apw a j / \)/\§u \) ƒ7\a/ co (a.w 2\Eu R ( � P \��I�< /» 0_j _<} §% /°B? z }� g \ \ §k\}§§ §§ /$/)j o�c m* R\Iz @ [ z_ = \ ��ao 0002 ®(zM j U \§§\ % owC�-i » 0r:� m Q o � � bm E a- - �±r n /x 0, \ 0-o =m3 oc mo(U- ] 10 CL § LL/\ \\\\\\\ �� MONITOR COVER WITH LOCKING ELECTRONIC METER READING LID, CURB STOP AND WASTE 4" POLYSTYRENE (IRRIGATION DRAIN) CURB STOP & INSULATION. WASTE FINISHED GRADE ------------------------- ------------------ ------------- WATER METER ANGLE BALL ZEIACKFLOW PREVENTER IN METER VALVE PVC SUPPORT INSULATED IRRIGATION BOX. (TYP) w 0 FORD PLASTIC PITSETTER METER PIT (OR APPROVE EQUAL) INSTALL CURB STOP & NOTE: COVER WASTE (IRRIGATION DRAIN) METER WITH CURB STOP AND 4'X4' FLEX WASTE/BOX WITH METER PIT END OF COPPER/BRASS COMPRESSION INSULATING FITTINGS COUPLINGS FOR BLANKET (FORD TOWN WATER MODEL FIB) SHUT-OFF I IRRIGATION PIPE 36' I COPPER BRACE BAR I (NOT A BY-PASS) 1/3 CY OF 3/4" 1/3 CY OF 3/4" WASHED ROCK WASHED ROCK IRRIGATION METER PIT DETAIL 1 & 2" WATER METER CURB STOP AND WASTE CURB STOP & WASTE (IRRIGATION DRAIN) IRRIGATION METER PIT DETAIL- PLAN VIEW CITY OF BOZEMAN SCALE: IRRIGATION METER PITFOR N0. 02660-19 - STANDARD DRAWING NONE 1 & 2" SERVICES APRIL 2017 NO VERTICAL REQUIREMENT '--WATER MAIN SEWER 10'-0" MIN.- OO D (3m) PARALLEL ARRANGEMENT L L L 2 L 2 EXISTING PIPE 1 MIN O © I NEW PIPE �- �o. m) -EXISTING �- PIPE 1$ MIt�.O I 0.5m O 3 NEW PIPE CROSSINGS 0 5 NOTES: 1Q SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET(3m) BETWEEN WATER MAIN AND GRAVITY SEWER. 2Z) NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENT IS PERMITTED WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. ® LESS THAN 18 INCHES(0.5m) OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS MADE FROM A SINGLE 20 FOOT(6.1m) LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES. SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN 18 INCHES(0.5m) BETWEEN WATER MAIN AND SANITARY SEWER 4Q "L" IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. 05 ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: WATER AND SEWER MAIN STANDARD DRAWING STANDARD SPECIFICATIONS NONE SEPARATION NO. 02660-2 REBAR ANCHOR--\,\ 0 0 0 0 �\ d° d° ° e ° / •0• d \ . . d C. u• d •ed \ \ \ d 'od \ 6" / " d'�' CONCRETE i ° d \ \ \ \ . ANCHORS i♦ / /n n /n,n \ „B" "A" NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. THRUST BLOCK DIMENSIONS Anchor Vulva 100 PST 150 PSI 200 PSI 250 PSI 300 PSI Rod sl=^ A 8 B C A B C A 8 C A 6 C 1 2 6"&B'2'-0' 2'-0 0"2'-0"2'-0"2'-0"2'-0.2'-0. 2'-0 2'-0" 2'-0 2'-0"2'-0"2'-7" 1 2 10 2'-0' 2'-0 6 2'-6 2'-0"2'-9'2'-6"2'-6" S-0 S-0"S-0'3'-7 3'-0 S-0' 1 2 12" 2'-3" 2'-0 0 3'-0 2'-B'3'-5'3'-0"3'-0" 4'-3 3'-0"3'-0 5-1 3-00'1 14" 2'-3" 2'-0 -5 3'-0 3'-0"9ff6-0 " 4'-04'-0'4'-0 4' 4-1 $ 1 6' 3'-0' 3'-0 -4 3'-0 3'-D" "5'-7 4'-0"4'-0 6'-7 4'-01 4 1$" 3'-B' 3'-0 -5 3'-0 3'-0' " 6'-4 4'-0"4'-0'5'-9 5'-03 $' 24" 4'-4" 4-0 -5 4'-0 4'-0" " 6'-5 6'-0"6'-0 7'-B 6'-0 6'-0" NOTE: Pressures shown above are maximum working pressures in system. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 8'— 0" MAX. 3'— 0" MIN. INSTALL PLUMB WITH TO BACK OF CURB PUMPER NOZZLE FACING STREET NEW HYDRANT, MUELLER SUPER CENTURION 250 OR WATEROUS PACER MIN. 4'— 0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.) O ADJUSTABLE SCREW ELEVATIONS AS SHOWN TYPE VALVE BOX ON PLANS OR 0.2' WITH LID ABOVE TOP OF CURB GRADE GROUND LINE � UNDISTURBED EARTH ]\\\\`� MIN. 6.5' COVER \\\\\\\\\\\ � C ••°tea` 4..'•.1�`..;i Xi: 4:�4Fi:':' *CONCRETE THRUST 'e BLOCK / ii 4 TO MAIN LINE // \j .. :a','• sr✓`:- �tiffs - .yL•' /�\\//\•,:� .clli"i1! :t•fn' ^,'�.E1�v. 1L•'!'''^• Lfr�=yy. \\\ /\\ �.>: - _M1 j `b`•t14:�::'.���:.:-'. St%" - Wit:�:•..e.:�..1'�11:��`-`T' i\\\/i\\\ _ -•.:n N,.1i,;. tea:'_=<'4 .>t=,:�-.•t:, t�.,•;;:;�:.•. JOINT AS REQUIRED FOR /\i �• '7?�<�- - �;'� =ra,: - �a ;`e;;;:�=. ��•s,. ,.. PIPE SPECIFIED NEW 6" AUXILIARY GATE VALVE MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT *MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK CITY OF BOZEMAN SCALE: FIRE HYDRANT NO. 02660-4 STANDARD DRAWING NONE FEB 2008 PROPERTY LINE 2' MIN. + ly-FIRE HYDRANT ................... .................. ........................... 7.7 SIDEWALK ............................. ...................... WATER MAIN CURB & GUTTER CURB WALK DETAIL PROPERTY LINE CURB & GUTTER .................... ...... ....................................................... ........................... ................................ . ........$IM-MA't-R:............................. ........... ........... ............................................................ FIRE HYDRANT f 'Ir VARIABLE 3' MIN. VALVE WATER MAIN -j 5" L (TYP.) BOULEVARD WALK DETAIL CITY OF BOZEMAN SCALE: HYDRANT LOCATION NO. 02660-5 STANDARD DRAWING NONE DETAIL Dec 2003 STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR EASEMENT LINE 5 1/ BOULEVARD (TYP.) STREET SURFACE 4 5' SIDEWALK GROUND SURFACE (TYP.) ~� 1 CURB BOX 2f 11.5' PROVIDE 5' STATIONARY (Np) ROD IN ALL CURB BOXES 6 1/2' MIN. COVER SEE DETAIL g' BELOW (TYPICAL EXCEPT IN SPECIAL TAP BY CONTRACTOR CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATION) CURB STOP WATER MAIN NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES DETAIL OF A SELECT MATERIAL BACKFILL AREA PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) CORPORA TION STOP. TAP MAIN AT SPRINGLINE. 3/4„ DIA. MIN. 2 SERVICE PIPE /, / o 3 6" MIN. 4 TRENCH BOTTOM GENERAL NOTES: 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE, 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 STANDARD DRAWING NONE DEC 2003 R 1' FINISH GRADE CURB BOXE VALVE BOX TOP SECTION 8'MIN MUELLER H-15428 WITHI GALVANIZEDING OR BRASS CAP 6.5' MIN Nl- COPPER SERVICE LINE 2" COPPER SERVICE LINE 1/4 BEND COMPRESSION 2 COUPLING 1/8" DIAMETER 1 3 4 \- CURB STOP CORPORATION STOP PROVIDEI/8" DIAMETER DRAIN HOLE WATER MAIN CITY OF BOZEMAN SCALE: TYPICAL BLOWOFF NO. 02660-7 STANDARD DRAWING NONE Dec. 2003 PAINT POSTS AS NOTED BELOW O 26" 34" \%/a CONCRETE (TYP.) N 8" I.D. HEAVY—DUTY STEEL PIPE FILL WITH 2O00 P.S.I. CONCRETE 12" //G�7 36" 66" 21 1" 1 0 33" 33" NOTE: POST NOT REQUIRED WHERE NATURAL BARRIERS EXIST. PAINT POSTS WITH SHERWIN—WILLIAMS METALATEX SEMI—GLOSS COATING, SAFETY RED (B42 R38 620-4069). CITY OF BOZEMAN SCALE: HYDRANT NO. 02660-8 STANDARD DRAWING NONE BARRIER POSTS DEC 2003 INLET CASTING NEENAH R-3067-L, 4" MINIMUM, EJIW 7030, OR 7" MAXIMUM DEFTER OR OPENING D & L I-3517-3517 • 5/8" SMOOTH ROD CENTERED IN OPENING (EXCEPT FOR EJIW 7030) if 7771 FLAT TOP 6" 24" SQUARE OPENING d 36" R.C.P. ASTM C-76 - CLASS 2 a ° 0 ° w Ly Z) BLOCK OUT FOR o INLET PIPE --T ° 18" SUMP 4" 6" PRECAST BASE 44" O.D. CITY OF BOZEMAN SCALE: 36" STANDARD NO. 02720-1 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 Rev. March 2017 STEEL POST AT END OF SERVICE PROPERTY VARIES 14 LINE COMPACTED BACKFlLL J (SEE SPECS.) 2"X2"(5cm X 5cm) WOOD MARKER CV(15cm) SERVICE LINE MIN. 45"ELBOW SLOPE-2% MINIMUM IF REQ. _IN LINE TEE FITTING FOR NEW PLUG INSTALLATIONS. INSERT—A—TEE, OR AS APPROVED BY ENGINEER, FOR EXISTING INSTALLATIONS STORM SEWER MAIN STORM DRAIN SERVICE LINE (PRIVATE PROPERTY CONNECTION) REVISED: 2/17/2000 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE STORM DRAIN SERVICE LINE NO. 02720-10 HINGE DETAIL 3" x 3" x 1/2" ANGLE IRON 1" DIA. STEEL BOLTS WELD PIPE TO FLAT IRON 3" DIA. STEEL PIPE RCP (SIZE VARIES) #5 REBAR OR SMOOTH BAR PIPE HINGE SIZE VARIES (SEE DETAIL) J� 4' MAX. SPACING BETWEEN BARS PLAN VIEW NOTE: RACK TO BE PAINTED ALUMINUM COLOR 4" x 1/4' FLAT IRON, ALL BARS WELDED TO 3" x 3" x 1/4' ANGLE IRON WELDED TO EACH BAR 3" x 1/4" FLAT IRON WELDED TO EACH BAR BOTTOM OF RACK NOT FIXED TO INVERT SECTION VIEW CITY OF BOZEMAN SCALE: STORM DRAIN NO. 02720-11 STANDARD DRAWING NONE DEBRIS RACK DEC. 2003 5. INLET CASTING NEENAH R-3067-L, EJIW 7030, OR DEETER 2047L, OR D & L 1-3517 TRANSITION CURB & GUTTER TO MATCH INLET CASTING (TYPICAL FOR ALL INLETS) PRECAST CONCRETE, M-3000 OR C-3000 VARIABLE (3' MIN.) NO. 4 BARS AT 12" CENTERS MAX., SPACED EQUALLY 6" (TYP.) FRONT VIEW 4" MINIMUM, 7" MAXIMUM OPENING 5/8" SMOOTH ROD CENTERED IN OPENING (EXCEPT FOR EJIW 7030) 1" MAX OFFSET ALLOWED FOR CASTING BACK PIECE ADJUSTMENT .-'- VARIABLE A! 2' 0 CURB AND GUTTER TO BE WARPED TO MATCH INLET. DESIGNERS WILL PROVIDE ADDITIONAL BLOCK OUT FOR DESIGN DETAILS TO FIT SPECIFIC OUTLET PIPE CONDITIONS. 12" RCP (Typ.) 3'-0" SIDE VIEW CITY OF BOZEMAN SCALE: STANDARD SQUARE NO. 02720-1A STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 Rev MAR 2017 4" MINIMUM, 7" MAXIMUM OPENING 'm OPENING 4" 5J8" DIA SMOOT INLET CASTING ROD CENTERED IN OPINING NEENAH R-3067-L, (EXCEPT FOR EJIW 7010) EJIW 7030, 6" FLAT • DEETER 2047L, OR SLAB COVER D & L 1-3517 OPENING 4' DIA. PRECAST REINFORCED CONCRETE MANHOLE AND BASE, AS PER STANDARD DRAWING NO. 02720-4 18" MIN. ONE EXTRA BAR IN BOTTOM (ALL SIDES) 24" FLAT SLAB COVER REINFORCEMENT AS PER 36" STANDARD DRAWING 02720-6 CITY OF BOZEMAN SCALE: COMBINATION MANHOLE AND NO. 02720-113 STANDARD DRAWING NONE CURB INLET DEC.2003 REV: MAR 2017 � QaDD ❑ NEENAH N0. R-2533 OR APPROVED EQUAL ❑ WITH TYPE C GRATE. PLAN 35" (.9m) 22" (55.9cm) 9"(22.9cm) 1 1/2"(3.8cm) 24 1 2" 2-2"(5cm) ADJUSTING 20" RINGS FOR FUTURE GRADE ADJUSTMENT 24"(61cm) R.C.P. CLASS II WALL B (ASTM C-76) ,.i 10"(25.4cm) MINIMUM DIA. LATERAL PIPE 3 *36"(.9m) MIS 195 4 S 6" MIN. 12" MAX. SEDIMENTATION 3" MIN. - BASIN � 1 6" MIN. " ` • .. .a „ X ..s e� f a� ,a T— — L--BASE OPTION, MAY BE FIELD POURED. SECTION NOTE: STANDARD, EXCEPT AS FOR INSTALLATION IN GRAVEL OTHERWISE NOTED ON THE ALLEYS PIPE INVERT MUST BE PLAN — PROFILE SHEET. 6" MIN. ABOVE BASE. 2/2000 SHELF ON BASE NOT REQUIRED. MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE 24" STANDARD RISER INLET NO. 02720-2 Frame and cover to be either D&L A-1172 ring with A-1178 cover, EJIW 3771/ 3772 series, or approved equal. r7" Covers shall have two 1" pick holes. Adjustable rings, NOTE: All joints between manhole sections, manhole ring & 2" min., 12" max. top section, and around sewer pipe into manhole shall be watertight. Jointing material shall be "Ram—Nek" or equal for all joints except between sewer pipe and manhole wall. 2'-0" 4'-0" •` Precast reinforced concrete manhole riser and eccentric cone top manufactured in Mahole steps at accordance with ASTM designation C-478. 16" centers " rout invert to springline of pipe if gap between pipe and channel is greater than 1/a". Pre—cast channel flowline ' Top of pipe may not extend past a I Variable inside wall of manhole. If (min. �, necessary top o a a Shelf—slope 1" per foo.,'., half of pipe may E 0, toward channel. See be trimmed off N o channel detail. Flexible gasketed joint (typical smooth. (8" for precast bases — see detail) diameter only) A Channel = dia, of pipe 0. .. .;•. A` Precast or poured—in—place base. #4 bars — 1'-0" c—c Poured—in—place base, minimum concrete thickness below pipe is 5'-4" dia. 8 inches. Precast base, minimum (min.) thickness is 6 inches. All bases reinforced as shown. Radius of manhole Slope at 1" per foot Channel to full pipe depth NOTE: Storm drain manholes shall not have formed channels and the Dia. of r' ;' lowest pipe invert shall be 9" higher sewer than bottom of manhole. SECTION A—A CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 Rev. MAR 2017 Standard casting & cover Frame and cover to be either D & L A-1172 ring with A-1178 Cover, EJIW 3371/ 3772 series, or approved equal. Covers shall have two 1 pick holes. Flat slab cover Adjustable rings, 2" min., 12" Max. - NOTE: All joints between manhole sections, ' manhole ring & top section, and around sewer pipe into manhole shall be water- 24" or J tight. Jointing material shall be "Ram—Nek" or equal for all joints except between 27" Opening sewer pipe and manhole wall. M N O a: M N Manhole steps at 0 c 16' centers a 0 3 Precast reinforced concrete manhole riser u a- ° and cover manufactured in accordance N o a with ASTM designation C-478. t �- 0 C a N O y N O o w As required _ o O ° c o Cutouts as required N E v Oa �) m g ::3 O IS N � T a Q U y °d A Channel = dia, of pipe ° . A Precast or poured—in—place base. Poured—in—place base, minimum Radius of concrete thickness below pipe is manhole 8 inches. Precast base, minimum Slope at 1'par foot. Channel to full thickness is 6 inches. pipe depth. NOTE: Storm drain manholes shall Dia. of sewer r pipe not have formed channels and the lowest pipe invert shall be 9" higher than bottom of manhole. SECTION A—A CITY OF BOZEMAN SCALE: STANDARD STRAIGHT NO. 02720-4 STANDARD DRAWING NONE MANHOLE DEC. 2003 REV: MAR 2006 O.D. REINFORCING (15cm) SIZE O.D. REIN. WT. 48" 64" #408" 1675# EACH WAY (122cm) (163cm) (#4020cm) (760kg) 54" 71" #408" 4125# EACH WAY (137cm) (180cm) (#4020cm) (1870kg) 60" 78" 14 -WAY 4975# ACH (152cm) (198cm) (#4020cm) (2260kg) 72" 92" k4®6" 6925# ACH WAY (183cm) (234cm) (#4(CM5cm) (3140kg) REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: PRECAST MANHOLE BASES STANDARD DRAWING STANDARD SPECIFICATIONS NONE 48", 54", 60", 72" NO. 02720-6 SHELF c� �a CHANNEL SHELF SHELF Y SHELF �v .� SHELF CHANNEL CHANNEL SHELF SHELF NOTES: 1. SLOPE ALL SHELVES TO CHANNEL AT 1" PER FOOT (8cm per meter). 2. SEE PLAN—PROMLE SHEETS FOR SLOPE OF CHANNEL REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: TYPICAL MANHOLE STANDARD DRAWING STANDARD SPECIFICATIONS NONE CHANNEL DETAILS NO. 02720-7 IC I IC I � L C K d 1000 15.0 39 15000 900 36 800 10.0 10000 33 9.0 30 700 8.0 7.0 5000 27 600 8'0 4000 24 5.0 3000 500 4.0 21 2000 3.0 18 400 2.0 1000 15 300 500 12 400 250 1.0 300 10 0.9 0.8 200 0.7 20D 0.6 8 0.5 100 0.4 150 8 0.3 50 40 30 0.2 100 20 L 4 The nomograph shown on this page may be used to compute the specification time even If several different pipe diameters are included in one test. Draw a straight line connecting the diameter on the "d" scale with the corresponding length of pipe of that diameter under teat on the "L" scale. Each line will cross the "K" and "C" scales. The corresponding values of "K" and "C" for each diameter — length combination under test are read and recorded. All the "K" values are totaled, as are the "C" values. Total "K governs if the total of "C" Is lees than 1.0 in which case, total "K" value equals the time in seconds that the pipeline under test should take before the pressure falls from 3.5 to 2.5 psig. If total "C" Is greater than 1.0, total K" is divided by total "C" to obtain the specification time In seconds. NOTE; This nomograph Is applicable to pipe test section lengths within the limits specified in Section 02722.3.3.3.2 of the specifications. For test lengths beyond the specified limits, refer to specifications for additional Information. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: NOMOGRAPH FOR AIR TESTING STANDARD DRAWING STANDARD SPECIFICATIONS NONE GRAVITY SEWER MAINS NO. 02730-1 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT LINE 5 1/2' BOULEVARD (TYP.) 4' STREET SURFACE 5' SIDEWALK GROUND SURFACE (TYP.) 2.5' (TYP) COMPACTED BACKFILL (SEE SPECS.) 11.5' 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2" X 2" WOOD SERVICE LINE. SLOPE = 1/4" MARKER 45' ELBOW PER FOOT MIN., 1/2" PER FOOT MAX. SEWER MAIN IN LINE WYE FITTING FOR PLUG NEW INSTALLATIONS. SADDLE FITTINGS ALLOWED FOR EXISTING INSTALLATIONS ONLY UPON APPROVAL OF CITY OF BOZEMAN SEWER DEPARTMENT. SERVICE INVERT NO LOWER THAN SPRING LINE OF SEWER MAIN FOR WYE FITTINGS. CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT LINE 5 1/2' BOULEVARD (TYP.) q' STREET SURFACE 5' SIDEWALK GROUND SURFACE (TYP.) v �- COMPACTED BACKFILL 2.5 (TYP.) (SEE SPECS.) 11.5' - 8' (TYP.) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2" X 2" WOOD MARKER SERVICE LINE. SLOPE = 1/4" PER FOOT MIN., 1/2" PER FOOT MAX. PLUG 45' ELBOW 45' BEND DUCTILE IRON SEWER FITTINGS. SDR 26 PVC PIPE NOTES: SEWER MAIN 1. THIS INSTALLATION MAY BE USED IF DEPTH OF COVER AT STUB END WILL EXCEED 6.5' WITH STANDARD INSTALLATION (PER STANDARD DRAWING 02730-2) 2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING REQUIRED ELEVATION OF STUB. 3. DUCTILE IRON FITTINGS SHALL BE HARCO GASKET X GASKET OR APPROVED EQUAL. CITY OF BOZEMAN SCALE: DEEP SANITARY SEWER NO. 02730-3 STANDARD DRAWING NONE SERVICE LINE OCT. 2014 1/4" BELOW TOP OF NEW PAVEMENT SURFACE HEAVY DUTY MONUMENT BOX, SIMILAR TO CAIRD ENG. NO. 50608-1 STREET PAVING & GRAVEL AS REQUIRED SEAL JOINT WITH RAM—NEK ° n 8" X 3' ROUND CONCRETE SLAB e, SLIP HUB TO THREADED ADAPTOR FROST EXPANSION SLEEVE THREADED PLUG CLEANOUT PIPE, 8" PVC NON—SHRINK BACKFILL AA 3' — 0" MIN. ', "1/8 BE D. •°� a.•` END OF TRENCH °.• +e i e.''.•;• '•� 8" PVC END OF LINE CLEANOUT IF REQUIRED USE PLUG CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 STANDARD DRAWING NONE CLEANOUT DEC. 2003 Standard casting & cover Frame and cover to be either D & L A-1172 ring with A-1178 cover, EJIW 3771/ 3772 series, or approved equal. Covers shall have two 1 pick holes. Flat slab cover Adjustable rings, 2" min., 12" max. NOTE: All joints between manhole sections, 24" J manhole ring and top section, and around sewer pipe into manhole shall be watertight. Opening <i Jointing material shall be "Rom—Nek" or q equal for all joints except between sewer pipe and manhole wall. N N oN ;� Manhole steps at c 16" centers Precast reinforced concrete manhole riser ° a and cover manufactured in accordance Q g with ASTM designation C-478. U) O C c As required 01 ° (60" min.) 0 v ° — U q 0 Flexible gosketed joint ° ' Gasketed Tee n' 01 C 'j N E B B N N O � m 7 a' O I Y Pipe restraint (typ.) ° ° A Gasketed 90' elbow cast into base Channel = dia. of pip A Precast or poured—in—place base. Poured—in—place base, minimum concrete thickness below pipe is 8 inches. Precast base, minimum thickness is 6 inches. Stainless steel Radius of all—thread rod, manhole I 1/2 " f7� Slope at 1" per foot. Sewer pipe Channel to full pipe depth. <. " - Manhole wall " Epoxy grout rods Dia. of sewer pipe �;�•: Stainless steel—/ 3" into wall pipe clamp SECTION A—A SECTION B—B CITY OF BOZEMAN SCALE: STANDARD DROP NO. 02730-5 STANDARD DRAWING NONE MANHOLE DEC. 2003 Rev. March 2006 FLAT BLADE STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS SEE SECTION MUTCD STANDARDS, SIZE AS MOUNTED BACK TO SPECIFIED ON PLANS BACK ON POST SIGN SIZES FOR `SIGN SIZES 2' MIN. < 2' MIN. 1 O' 2" PREFORATED SQUARE TUBE POST (TELSPAR OR APPROVED EQUAL) 7' MIN. ATTACH SIGNS TO POST WITH %" DRIVE RIVETS (MIN. 2 PER SIGN) STREET MARKER SIGN REGULATORY SIGN 2" PREFORATED SQUARE TUBE o POST (14 GAUGE) 0 FASTEN POST TO SLEEVE WITH %6' CORNER BOLT a (A325) 1 Y2" ABOVE FINISH GRAGE. INSERT BOLT FINISH GRADE 2 0 /HEADRT FROM OPPOSITE SIDE OF EXPECTED IMPACT. 1 f INSE DRIVE RIVET INTO OPPOSITE SIDE. 4" 2 Y4" X 30" 12 GAUGE NON—PREFORATED :.':;• SQUARE TUBE SIGN POST SLEEVE (TELSPAR "QUIK PUNCH" OR APPROVED EQUAL) ALL SLEEVES AND SIGN 24" POSTS SHALL BE INSTALLED INSERT SIGN POST 18" INTO SLEEVE PLUMB. M-4000 CONCRETE ANCHOR It— 9 SIGN POST FOUNDATION DETAIL CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810-1 STANDARD DRAWING NONE STANDARDS AUG. 1994 Revised 6/2002 18" DIAMOND BLACK PANEL WITH 9 RED REFLECTORS, 3" MIN. SIZE — NUMBER OF 24" PANELS REQUIRED BY THE DIRECTOR OF PUBLIC SERVICE CL ROADWAY • • • • • e 24" • • • • • • o • o 2" PERFORATED SQUARE /— TUBE POST (TELSPAR OR APPROVED EQUAL) 48" MIN. 17 ROADWAY GRADE SIGN POST FOUNDATION AS PER STANDARD DRAWING 09810-1 60" TYP. SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH THICK, WITH ENGINEER GRADE REFLECTIVE SHEETING CITY OF BOZEMAN SCALE: DEAD END BARRICADE NO. 09810-2 STANDARD DRAWING NONE DETAIL AUG. 1994 Revised 6/2002 CROSSWALK � f j STREET 9'TYP. MARKER SIGN z I 5' O 1- Q U 2' MIN CLEARANCE FROM FACE OF CURB TO EDGE Q OF SIGN CITY OF BOZEMAN SCALE: TYPICAL STREET No. 09810-4 STANDARD DRAWING NONE MARKER SIGN Sept. 2002 LOCATION PREVAILING WAGE RATES M NTAN PREVAILING A RATES HIGHWAY CONSTRUCTION VIC 2018 Effective: January 27, 2018 Steve Bullock, Governor State of Montana Galen Hollenbaugh, Commissioner Department of Labor and Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates,visit ERD at www.mtwagehourboi)a.com or contact: Employment Relations Division Montana Department of Labor and Industry P. O. Box 201503 Helena, MT 59620-1503 Phone 406-444-5600 TDD 406-444-5549 The Labor Standards Bureau 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 www.mtwa.gehourbopa.com or by contacting the Labor Standards Bureau at(406)444-5600 or TDD (406)444-5549. 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 www.mtwa-gehourbopa.com or contact the Labor Standards Bureau at(406)444-5600 or TDD (406)444-5549. GALEN HOLLENBAUHG Commissioner Department of Labor and Industry State of Montana TABLE OF CONTENTS K0OyJTANA PREVAILING WAGE REQUIREMENTS: A. Date ofPublication ...................................... .................. ................-- ............................................ 3 B. Definition of Highway Construction .......................................-- .............. ................................................ 3 C. Definition nf Public Works Contract ................................................. 5 D. Prevailing Wage Schedule --------------------------------------- 3 E. Rates 0o Use for Projects ---------------------------------------- 3 F. Wage Rate Adjustments for Multiyear Contracts ------------------------------ 9 G. Fringe Benefits .................................. ............................................. .......................... ......................... 4 H. Dispatch City ........................... .............................................. ............... ............................................. 4 iZone 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 (l Projects ofa Mixed Nature ----------------------------------------------' 5 P Occupations Definitions VVobxito -------------------------------------------- 5 QWelder Rates ......... ..........-- .................... ...............................—..................................... ........... 5 R. Foreman Rates ........... 5 WAGE RATES: BRICK, BLOCK,AND STONE MASONS -----------------------------------' 8 CARPENTERS ..................... ........------------------------------------' O CEMENT MASONSANDCONCRETERN|SHERS ------------------------------' 0 CONSTRUCTION EQUIPMENT OPERATORS OPERATORS GROUP 1 ----------------------------------.'---...--' O OPERATORSGROUP 2 ................................................. ...................................... ....... .......................... 7 OPERATORS GROUP 3 --'.--------------------------------------. 7 OPERATORSGROUP 4 .................................. .................. .................................—'.—......................... O OPERATORSGROUP 5 ................................. ---.............................................—... ................... .... 0 OPERATORS GROUP 8 .'-------.'--.'---'.-----'.---------.'--'.---'.—.'. U OPERATORS GROUP 7 ---------------------------------------- O CONSTRUCTION LABORERS LABORERSGROUP 1 ........ --.............................................................. ............................... .............. Q LABORERSGROUP 2 ................... ....................................................... .......... ....... ............................ 9 LABORERSGROUP 3 --..... — ............................................................................. ............................. S LABORERS GROUP 4 -----------------------------------------. 10 DIVERS .......... ..... .................................—...............-- ...... ................. ..................... ............— ......... 10 DIVER TENDERS ---------------------------------------------. 10 ELECTRICIANS ..................... ...................... ......................................... --................. ...... ................... 11 |RONVVORKERS-STRUCTURALSTEELANDREBARPLACERS ......... ...... --.......................... ................... 11 LINE CONSTRUCTION EQUIPMENT OPERATOR ----------------------------------------' M GROUNDMAN ....................................................... ........................ ............... ......................... ............. 11 LINEMAN ------------------------------------------------. 11 MILLWRIGHTS ............... ..................... — ........................ — ................................................................... 12 PAINTERS ------------------------------------------------ 12 PILE BUCKS ....... 12 TRUCKDRIVERS .............................................. ................... ................................................ .......................... 12 A. Date of Publication January 27,2018 B. Definition of Highway Construction The Administrative Rules of Montana(ARM),24.17.501(3)—(3)(a),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(1 1)(a),MCA defines"public works contract"as "...a contractfor construction services let by the state, county, municipalio) 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 Nonconsti action Services occupations can be found on the internet at www.mtwagehourbopa.com or by contacting the Labor Standards Bureau at(406)444-5600 or TDD (406)444-5549. E.Rates to Use for Projects ARM,24.17.127(1)(c),states "The ivage 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,fidly perform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the wonders performing the contract. (2) The standardprevailing rate of wagespaid 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 terns of the contract. (3)Any increase in the standard rate ofprevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency." 3 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 ofpay 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 f Tinge benefit,fund,plan, or program that meets the requirements of the Employee Retirement Income Security)Act of 1974 or that is a bona f de 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)mustprovide benefits to workers or employees for health care,pensions on retirement or death, life insurance, disability and sickness insurance, or bona 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;and Missoula." I. Zone Pay Zone pay is not travel pay. ARM,24.17.103(24),defines zone pay as"...an amount added to the base pay;the combined sum then becomes the new base wage rate to be paid for all hours worked on the project.Zone pay must be determined by measuring the road mules 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(22),states " `Travel pqy,'also referred to as `travel allowance,'is and must be paid for travel both to and fr-oni the job site, except those with special provisions listed under the classification. Tile rate is determined by measuring the road miles one direction over the shortest practical maintained route front the dispatch city or the employee'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(18), 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. 4 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 entire duration of the project, a legible statement of all wages and fringe benefits to be paid to the etployees." 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 18-2-408,MCA states: "(1) The contracting agency shall determine, based on thepreponderance of labor hours to be ivorked, 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 beenn classified, employees in each trade classification who are working on that project must be paid at the rate for that project class f cation" 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 perfornung 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. 5 AGE RATES BRICK, BLOCK, AND STONE MASONS Wage Benefit Travel• $26.58 $13.77 0-45 mi. free zone >45-60 mi. $25.00/day >60-90 mi. $55.00/day >90 mi. $65.00/day f,Back to Table of Contents CARPENTERS Wage Benefit Zone Pay: $29.00 $13.07 0-30 mi. free zone >30-60 mi, base pay+$4.00/hr. >60 mi. base pay+$6.00/hr. T Back to Table of Contents CEMENT MASONS AND CONCRETE FINISHERS Wage Benefit Zone Pay: $23.87 $10.51 0-25 mi. free zone >25-50 mi. base pay+ $2.50/hr. Duties Include: >50 mi. base pay+$3.00/hr. Smooth and finish surfaces of poured concrete, such as floors,walks, sidewalks, or curbs. Align forms for sidewalks, curbs, or gutters. T Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 1 Wage Benefit Zone Pay: $24.02 $9.90 0-25 mi.free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. 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. T Back to Table of Contents 6 CONSTRUCTION EQUIPMENT OPERATORS GROUP 2 Wage Benefit Zone Pay: $26.99 $9.90 0-25 mi. free zone >25-50 mi. base pay+ $2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. 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; Pumperete\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 1 Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 3 Wage Benefit Zone Pay: $28.58 $9.90 0-25 mi. free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. 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. T Back to Table of Contents 7 CONSTRUCTION EQUIPMENT OPERATORS GROUP 4 Wage Benefit Zone Pay: $27.60 $9.90 0-25 mi.free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. Asphalt\Hot Plant Operator; Cranes, 25 tons up to and incl. 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. t Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 5 Wage Benefit Zone Pay: $28.94 $9.90 0-25 mi.free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. Cranes, 45 tons up to and incl. 74 tons. T Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 6 Wage Benefit Zone Pay: $29.63 $9.90 0-25 mi. free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. Cranes, 75 tons up to and incl. 149 tons; Cranes, Whirley(All). T Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 7 Wage Benefit Zone Pay: $31.73 $9.90 0-25 mi. free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. 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. T Back to Table of Contents 8 CONSTRUCTION LABORERS GROUP 1/FLAG PERSON FOR TRAFFIC CONTROL Wage Benefit Zone Pay: $18.90 $9.15 0-25 mi. free zone >25-50 mi. base pay+ $2.50/hr. >50 mi. base pay+ $3.00/hr. T Back to Table of Contents CONSTRUCTION LABORERS GROUP 2 Wage Benefit Zone Pay: $22.89 $8.70 0-25 mi.free zone >25-50 mi. base pay+ $2.50/hr. This group includes but is not limited to: >50 mi. base pay+ $3.00/hr. 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. t Back to Table of Contents CONSTRUCTION LABORERS GROUP 3 Wage Benefit Zone Pay: $24.05 $8.05 0-25 mi.free zone >25-50 mi. base pay+ $2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. 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. T Back to Table of Contents 9 CONSTRUCTION LABORERS GROUP 4 Wage Benefit Zone Pay: $23.18 $8.05 0-25 mi.free zone >25-50 mi. base pay+$2.50/hr. This group includes but is not limited to: >50 mi. base pay+$3.00/hr. Hod Carrier***; Water Well Laborer; Blaster;Wagon Driller; Asphalt Raker; Cutting Torch; Grade Setter; ***Hod Carriers will receive the same amount of travel High-Scaler; Power Saws (Faller& Concrete) and/or subsistence pay as bricklayers when requested to Powderman; Rock& Core Drill; Track or Truck Mounted travel. Wagon Drill and Welder incl. Air Arc. T Back to Table of Contents DIVERS Wage Benefit Zone Pay: Stand-By $37.58 $16.14 0-30 mi. free zone Diving $75.16 $16.14 >30-60 mi. base pay+ $4.00/hr. >60 mi. base pay+$6.00/hr. 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. 1 Back to Table of Contents DIVER TENDERS Wage Benefit Zone Pay: $36.58 $16.14 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. The tender shall receive 2 hours at the straight time pay >60 mi. base pay+ $6.00/hr. rate per shift for dressing and/or undressing a Diver when work is done under hyperbaric conditions. t Back to Table of Contents 10 ELECTRICIANS Wage Benefit Travel: $32.74 $13.84 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. >60 mi. $75.00/day T Back to Table of Contents IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS Wage Benefit Travel: $27.25 $24.54 0-45 mi. free zone >45-85 mi. $55.00/day Duties Include: >85 mi. $85.00/day 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. T Back to Table of Contents LINE CONSTRUCTION- EQUIPMENT OPERATORS Wage Benefit Travel: $34.02 $14.41 No Free Zone $60.00/day T Back to Table of Contents LINE CONSTRUCTION-GROUNDMAN Wage Benefit Travel: $26.56 $13.56 No Free Zone $60.00/day T Back to Table of Contents LINE CONSTRUCTION- LINEMAN Wage Benefit Travel: $44.41 $15.54 No Free Zone $60.00/day T Back to Table of Contents 11 MILLWRIGHTS Wage Benefit Zone Pay: $32.00 $13.07 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. >60 mi. base pay+$6.00/hr. T Back to Table of Contents PAINTERS Wage Benefit $27.00 $9.30 T Back to Table of Contents PILE BUCKS Wage Benefit Zone Pay: $29.00 $13.07 0-30 mi. free zone >30-60 mi. base pay+$4.00/hr. Duties Include: >60 mi. base pay+$6.00/hr. 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 TRUCK DRIVERS Wage Benefit Zone Pay: Pilot Car Driver $24.85 $9.42 All Districts Truck Driver $28.88 $9.42 0-30 mi. free zone >30-60 mi. base pay+$3.05/hr. Truck drivers include but are not limited to: >60 mi. base pay+ .$4.85/hr. 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. q Back to Table of Contents 12 APPENDIX A MISCELLANEOUS FORMS NOTICE TO: DATE: m: PROJECT PROJECT NO: In accordance with the Agreement dated __ _, you are hereby notified to commence work no later than and you are to complete the work within consecutive calendar days thereafter. The date of completion of all work is, therefore, OWNER: BY: SIGNATURE —DATE PRINT OR TYPE NAME TITLE ACCEPTANCE OF NOTICE TO PROCEED Receipt of the above Notice to Proceed is hereby acknowledged this--_- -__day of CONTRACTOR: . .. .. a..®�. . :. _ :__s•� �a�:: �.Fina��_. �. _� BY: --- SIGNATURE DATE PRINT OR TYPE NAME TITLE Notice to Proceed Page 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2011 APPROVAL OF SUBCONTRACTORS PROJECT TITLE: PROJECT NO: CONTRACTOR: Listed below are all of the subcontractors which we propose to use on this project.Your approval of these subcontractors is requested. We certify that these subcontractors,as listed, have been advised of the labor standards and provisions applicable to this project and that these provisions,as incorporated in the Contract between the Owner and the undersigned Contractor,will be incorporated in the contracts between the Contractor and the listed subcontractors.These provisions shall include all necessary insurance,workers compensation,and other legal requirements that the Contractor must carry. NAME AND ADDRESS MONTANA PUBLIC APPROXIMATE OF SUBCONTRACTOR CONTRACTOR'S TYPE OF WORK VALUE OF REGISTRATION NO. SUBCONTRACT TOTAL: Any deviation from this list shaft be approved by the Owner prior to the subcontractor conducting the work. SIGNED BY(Contractor): SIGNATURE PRINT OR TYPE NAME w DATE CHECKED BY(Engineer): SIGNATURE �PRINT OR TYPE NAME DATE APPROVED BY(Owner): SIGNATURE PRINT OR TYPE NAME DATE Approval of Subcontractors 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2011 may SUBSTITUTION REQUET FORM TO(Engineer): _ PROJECT TITLE: _ --- . _ . M.__e x...__..__ _:s .r_. ___ __..,_ PROJECT NUMBER: We hereby submit for your consideration the following product instead of the specified item for the above project. SPECIFICATION SECTION: m PARAGRAPH: SPECIFIED ITEM: . PROPOSED SUBSTITUTION: Attach complete technical data,including laboratory tests,if applicable. Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation.(Fill in blanks below.) A. Does the substitution affect dimensions shown on Drawings? _ M __ B.Will the undersigned pay for changes to building design, including engineering and detailing costs caused by the requested substitution? C.What affect does substitution have on other trades? D. Differences between prosed Substitution and specified item B. Manufacturer's guarantees of the proposed and specified items are: _—Same _Different(explain on attachment) The undersigned states that the function,appearance,and quality are equivalent or superior to the specified item. CHECKED BY ENGINEER: SUBMITTED BY: ❑ Accepted ❑ Accepted As Noted ❑ Not Accepted ❑ Received Too Late SIGNATURE m � DATE BY: m — -�---- --m----- SIGNATURE DATE PRINT OR TYPE NAME TITLE ADDRESS: PRINT OR TYPE NAME TITLE REMARKS: DATE: TELEPHONE: OWNER APPROVAL: BY: SIGNATURE DATE PRINT OR TYPE NAME TITLE _ Substitution Request Form 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2015 WA SCHEDULE OF VALUES FOR CONTRACT PAYMENT (Applies ONLY to Lump Sum Bid Items) PROJECT TITLE: PROJECT NO: CONTRACTOR: 131D ITEM DESCRIPTION OF BID ITEM COMPONENT OF WORK COST PER NO. (Describe) COMPONENT TOTAL COST OF WORK ITEMS FOR PAYMENT REQUEST: I hereby certify that the costs of the work items noted above include an appropriate amount of overhead and profit applicable to each work item.The sum of the costs per component shall equal the lump sum unit price of the bid item, SIGNED BY(Contractor): 9 SIGNATURE PRINT OR TYPE NAME DATE CHECKED BY(Engineer):-----�l-GN—A�T-0-RE------PR—INTORTYP—E NAME —DATE--'— APPROVED BY(Owner): --��I-EN—ATURE----—PRINT ORTY—PEN-A—ME--- DATE Schedule of Values for Contract Payment I of 1 - ROBERT PECCIA&ASSOCIATES copyright@ 2015 APPLICATION AND CERTIFICATE FOR PAYMENT Application No. Page 1 of-2 Period from: To: OWNER: CONTRACTOR: PROJECT: CONTRACT DATE: ORIGINAL CONTRACT SUM Change Order No. '.. Change Order No. Change Order No. Net Change by Change Orders CONTRACT SUM TO DATE Amount Amount Less 1% Earned Retainage Earned Gross Estimate This Held This Less Receipts No. Estimate Estimate Retainage Tax Total Totals: Less Previous Certificates for Payment: Current Payment Due: CONTRACTOR'S CERTIFICATE The undersigned Contractor certifies that the Work covered by this Application for Payment has been completed in accordance with the Contract Documents,that all amounts have been paid by him far Work torwhich previous Certificates for payment were issued and payments received from the Owner,and that current payment shown herein is due. Dated: Contractor By ENGINEER'S CERTIFICATE FOR PAYMENT This Application(with accompanying documentation)meets the requirements of the Contract Documents and payment of the above "Current Payment Due"is recommended. Dated: Robert Peccia and Associates. Engineer By APPLICATION AND CERTIFICATE OF PAYMENT Page 1 of 2 CONTINUATION SHEET Page 2 of 2 Application and Certification for Payment,containial Application Contractors signed Certification is attached Date O O () O O O O O ( U t ) l Total Ammmt Contract Prelims Current Quantity Materials I Less Earned %comple Item Contract Unit Contract Quantity Quantity Complete Total on I Materials This to data No. Description of Nork Quantity Price Price Requested Completed To Data Cost Site Insmlled Estimate TOTALS $0.00 $0.00 $0.00 APPUCATION AND CERTIFICATE OF PAIIIEW Pag<3 of3 WORK DIRECTIVE Instructions on Next Page PROJECT TITLE: PROJECT NO.: ® .w� _ CONTRACT DATE: OWNER: _ ENGINEER: _ CONTRACTOR: You are directed to proceed promptly with the following change(s): t�ESCRIP'f10N _ . - e-„..1 PURP©SE 01=WORD{DIRECTIVE CHANGE � �� ATTACHMENTS (Lest documentssupport�ngchange)t 0 f r If a claim is made that the above change(s)have affected Contract Price or Contract Time, any claim for a Change Order based thereon will involve one of the following methods of determining the effect of the change(s). Method of determining change in Contract Price: Method of determining change in Contract Time: ❑ Time and Materials ❑ Contractor's Records ❑ Unit Prices ❑ Engineer's Records ❑ Cost Plus Fixed Fee ❑ Other ❑ Other_ Estimated increase(decrease)in Contract Price: Estimated increase(decrease)in Contract Time: $ amount. If the change involves days. If the change involves an increase, an increase,the estimated amount is not to be the estimated time is not to be exceeded without further exceeded without further authorization. authorization. RECOMMENDED BY(Engineer): SIGNATURE PRINT OR TYPE NAME DATE AUTHORIZED BY(Owner): SIGNATURE PRINT OR TYPE NAME DATE ACCEPTED BY(Contractor): SIGNATURE PRINT OR TYPE NAME DATE Work Directive Change 1 of 2 ROBERT PECCIA&ASSOCIATES copyright©2011 RMS WORK DIRECTIVE INSTRUCTIONS A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Time. This is not a Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Time, a Field Order may be issued. B. COMPLETING THE WORK DIRECTIVE CHANGE Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor, Engineer completes the following: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Price,the space for estimated increase (decrease)should be marked "Not Applicable". METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT TIME: Mark the method to be used in determining the change in Contract Time and the estimated increase or decrease in Contract Time. If the change involves an increase in the Contract Time and the estimated time is approached before additional or changed Work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Time, the space for estimated increase (decrease)should be marked "Not Applicable". Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in price or time. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Once the Work covered by this directive is completed for final cost and time determined, Contractor should submit documentation for inclusion in a Change Order. THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR THE CONTRACT TIME.A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. Work Directive Change 2 of 2 ROBERT PECCIA&ASSOCIATES copyright©2011 CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ENGINEER ENGINEER's Contract No. You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: Substantial Completion: $ Ready for final payment: (days or dates Net Increase(Decrease)from previous Change Net change from previous Change Orders No._to Orders No. to No._ Substantial Completion: $ Ready for final payment: (days) Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: $ Ready for final payment: (days or dates Net increase(decrease)of this Change Order: Net increase(decrease)this Change Order: Substantial Completion: $ Ready for final payment: (days) Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion: $ Ready for final payment: (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time,delays or omitted items,of any nature whatsoever,associated with the subject change order items,except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further,that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR(Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER-Signature) Date OWNER(Authorized Signature) Date CHANGE ORDER FORM Page 1 of 2 CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unriecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form,all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. CHANGE ORDER FORM Page 2 of 2 AFFIDAVIT ON BEHALF OF CONTRACTOR STATE OF: ):SS COUNTY OF: ) PROJECT: y PROJECT NUMBER: x DATE: certify to the best of my knowledge and belief that all work has been performed and materials supplied in strict conformance with the terms and conditions of the corresponding Contract Documents between the Owner, and the Contractor, dated for the Project, No. and further declare that all bills for materials, supplies, utilities, and for all other things furnished or caused to be furnished by the above-named Contractor and used in the execution of the above Contract have been fully paid, and there are no unpaid claims or demands of State Agencies, subcontractors, materialmen, mechanics, laborers or any others resulting from or arising out of work done or ordered to be done by said Contractor under the above-identified Contract. In consideration of the prior and final payments made and all payments made for authorized changes, the Contractor releases and forever discharges the Owner from any and all obligations and liabilities arising by virtue of said Contract and authorized changes between the parties hereto, either verbal or in writing, and any and all claims and demands of every kind and character whatsoever against the Owner, arising out of or in any way relating to said Contract, and authorized changes.This Waiver includes any claim of lien as well as any and all claims under 40 U.S.C. H 270a-270d ("the Miller Act")or any state statute serving a substantially similar purpose, and releases and waives any and all claims to any private bond right. This statement is made for the purpose of inducing the Owner to make Final Payment under the terms of the Contract, relying on the truth and statements contained therein. The Contractor acknowledges others, including lenders, insurers, and the Engineer,will rely upon this instrument as a full and complete waiver and release of all claims in the normal course of their transactions. Dated this day of at Montana. CONTRACTOR: _ Subscribed and sworn to before me this day of NOTARY PUBLIC FOR THE STATE OF MONTANA �� � BY: SIGNATUREDATE �..R..m,._.,.....ws ____�. _ -_...,...,,,,_ ��.,.,....,- _ xt.,.�_,,.,..e..u....,-...,.,......,..i�..,... RESIDING AT PRINT OR TYPE NAME TITLE w. MY COMMISSION EXPIRES _ Affidavit On Behalf of Contractor 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2011RM CONTRACTOR'S CERTIFICATE OF COMPLETION TO(Owner) ._ _,.._ Y- _ - 4u_ @_ a�_ _.Y. DATE: PROJECT: - _ PROJECT NO: ATTN(Engineer): CONTRACT DATE: ... FROM(Contractor): This is to certify that I......_....... _........... , am an authorized official of , working in the capacity of and have been properly authorized by said firm or corporation to sign the following statements pertaining to the subject contract: I know of my own personal knowledge, and do hereby certify, that the work of the contract described above has been performed, and materials used and installed in every particular, in accordance with, and in conformity to, the Contract Plans and Specifications. The contract work is now complete in all parts and requirements and ready for your substantial completion inspection. understand that neither the determination of the Engineer that the work is complete nor the acceptance thereof by the Owner shall operate as a bar to claim against the Contractor under the terms of the guarantee provisions of the Contract Documents. CONTRACTOR: SIGNATURE DATE PRINT OR TYPE NAME TITLET� Contractors Certificate of Completion 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2011WA CERTIFICATE F SUBSTANTIAL COMPLETION TO(Owner): __w _ _ _ SUBSTANTIAL COMPLETION DATE: PROJECT: v._.. - ,._ - x_ _ ,_ ,.2.._w.= CONTRACT DATE: PROJECT NO a-- ___. _- --_ _ ,.,... . _ _ INSPECTION DATE: PROJECTOR PART SHALL INCLUDE: ENGINEER: - — PERFORMANCE BOND NO: DATE OF BOND: SURETY, CONTRACTOR: _..._ _:_.r ._ _ MONTANA AGENT: ADDRESS: __._. _ . _, __.: ,yu.._., _ ADDRESS: PHONE NO: PHONE NO: The Work performed under this Contract has been inspected by authorized representatives of the Owner,Contractor,and Engineer,and the Project(or specified part of the Project,as indicated above)is hereby declared to be substantially completed on the above date. DEFINITION OF SUBSTANTIAL COMPLETION The date of substantial completion of a project or specified area of a project is the date when the construction is sufficiently completed,in accordance with the contract documents,as modified by any change orders agreed to by the parties,so the Owner can occupy or utilize the project or specified area of the project for the use for which it was intended. A tentative list of items to be completed is appended hereto.This list may not be exhaustive,and the failure to include an item on it does not alter the responsibility of the Contractor to complete all the Work in accordance with the Contract Documents. ENGINEER: BY: SIGNATURE DATE�m The Contractor accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR: BY: r_ SIGNATURE DATE The Owner accepts the Project or specified area of the Project as substantially complete and will assume full possession of the project or specified area at (time),on (date).The responsibility for heat,utilities,security,and insurance under the Contract Documents shall be as set forth under"Remarks"below. OWNER: SIGNATURE DATE REMARKS: (include additional information if necessary) Certificate of Substantial Completion 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2015 WAY CONSENT OF SURETY COMPANY TO FINAL PAYMENT OWNER: ENGINEER: CONTRACTOR: SURETY: PROJECT: PROJECT NUMBER: CONTRACT DATE: In accordance with the provisions of the contract between the Owner and the Contractor indicated above, the _ , SURETY COMPANY, on bond of — (here insert name of surety Company) -- CONTRACTOR, (here insert name and address of Contractor) hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to OWNER, (here insert name and address of Owner) as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of SURETY COMPANY: COMPANY NAME ADDRESS is SIGNATURE OF AUTHORIZED REPRESENTATIVE TITLE DATE NOTE:This form is to be used as a companion document to the Affidavit on Behalf of Contractor(current edition). Consent Of Surety Company To Final Payment 1 of 1 ROBERT PECCIA&ASSOCIATES copyright©2011 OWNER'S ACCEPTANCE AND GRANT OF POSSESSION On the basis of independent observations and inspections and the recommendations of the Engineer, the Owner accepts the Project as complete. This acceptance does not relieve the Contractor of continuing obligations as described above. The Contractor is reminded this Project is tinder warranty beginning and that bonds shall remain in effect for two years after the Date of Acceptance specified above. The Owner hereby grants possession of all public infrastructure improvements completed by this Project to the City of Bozeman and warrants against defects in these improvements for a period of two years from. the Date of Acceptance specified above. By: Owner Printed Name: Title Date: CITY OF BOZEMAN'S ACCEPTANCE The City of Bozeman hereby accepts possession of all public infrastructure improvements, subject to the above indicated warranty. This acceptance does not relieve the Owner or Contractor of his continuing obligations for this work as described above or otherwise required through Improvement Agreements, conditions of plat approval, or his other contractual commitments. City of Bozeman _, B y. - Title: Date; 2 APPENDIX B GEOTECHNICAL REPORTS 2511 Holman Avenue GE07ECNNICAL P. O. Box 80190 Billings, Montana 59108-0190 p: 406.652.3930; f: 406.652.3944 www,skgeotechnical.com January 22, 2016 Project 15-3406G Ms. Staci Venner,PE Robert Peccia&Associates Via Email: staci@ipa-hln.com.com Dear Ms.Venner: Re: Total Reconstruction Pavement Evaluation,Proposed Baxter Lane Reconstruction between North 19th and North 7th Avenues,Urban Route U1218,Bozeman,Montana The pavement evaluation you authorized has been completed. The purpose of the pavement evaluation was to assist Robert Peccia&Associates (RPA) and the City of Bozeman in design of pavement improvements along Baxter Lane between North 19th and North 7th Avenues. This work was performed in general accordance with our proposal to you dated October 12,2015. Project Information It is proposed to reconstruct Baxter Lane in two areas located between North 7th and North 19th Avenues. One portion is 0.35 miles long while the other portion is 0.2 miles long. The locations of these reconstruction areas as well as our soil boring locations can be found on the Boring Location Sketch attached to this report. It is our understanding total reconstruction will be used for this project. Therefore, existing pavement,base course, and subbase course will be removed and reconstructed with new materials,then paved with new asphaltic concrete pavement. Results Logs. Log of Boring sheets indicating the depths and identifications of the various soil strata,the penetration resistances,laboratory test data, and water level information are attached. It should be noted the depths shown as boundaries between the strata are only approximate. The actual changes may be transitions and the depths of the changes vary between borings. Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types, blows per foot, and available common knowledge of the depositional history of the site. Because of the complex glacial and post-glacial depositional environments,geologic origins are frequently difficult to ascertain. A detailed evaluation of the geologic history of the site was not performed. Soil Conditions. Three soil borings were performed along the proposed alignment and extended to a depth of 10 feet. The general soil profile encountered in the borings was 4 to 6 inches of plant mix surfacing underlain by subbase course consisting of poorly graded gravel with silty clay and sand. We did not observe any base course typically used as leveling course on top of the subbase,but anticipate some could be present. Beneath the subbase course,lean clay was encountered to a depth of 7 1/2 feet in Boring ST-2 and to the boring's termination depth of 10 1/2 feet in Borings ST-1 and ST-3. In Boring ST-2,poorly graded gravel with clay was encountered at a depth of 7 1/2 feet and extended to the boring's termination depth of 10 1/2 feet. Robert Peccia&Associates January 22,2016 Project 15-3406G Page 2 Penetration resistances recorded in the subbase course ranged from 19 to 32 blows per foot(BPF), indicating the existing gravel subbase course was medium dense to dense. Penetration resistances recorded in the lean clay ranged from 3 to 9 BPF,indicating the clay was soft to rather stiff. The penetration resistance recorded in the poorly graded gravel with clay was 30 BPF,indicating the poorly graded gravel with clay was medium dense. Groundwater was encountered in Boring ST-1 at a depth of 10.2 feet and in Boring ST-2 at a depth of only 4.0 feet. Laboratory Tests. Bag samples of the subbase course as well as the subgrade were obtained from Borings ST-1 and ST-3. Laboratory tests were performed on these subbase and subgrade samples, and the results are attached. Classification tests performed on the subbase course classified the material as poorly graded gravel with silty clay and sand. The two samples had percent-finer-than-a-200-sieve values ranging from 7 to 12 percent,indicating the subbase course is relatively poor quality and moderately frost-susceptible. Classification tests performed on the subgrade sample classify the material as low to medium plasticity lean clay. Along with the classification tests performed on the subgrade samples, California bearing ratio (CBR)tests were performed on the two samples. The two samples had CBR values ranging from 5.8 to 6.4. One standard deviation below the mean would be a CBR value of 5.6. The subgrade strength values used for design is discussed later in this report. Pavement Analysis and Recommendations Available Information and Traffic Assumptions. Traffic volumes along Baxter Lane between North 7th and North 19th Avenues were collected by both the Montana Department of Transportation(MDT)in 2014 and RPA in 2015. In both cases,traffic counts were taken both near North 19th Avenue and North 7th Avenue. This information was provided to us and is summarized in Table 1 below. Table 1. Summary of Traffic Information Location Vehicles per Day Percent Heavy Trucks MDT Near 19th 6,700 1.8 Near 7th 7,730 1.5 RPA Near 19th 9,114* 2.1 Near 7th 7,400* 2.6 *14-hour volume The 2015 traffic counts obtained by RPA were obtained during a 14-hour period,therefore,these values are somewhat conseivative. Rather than use an average of the above values when calculating the equivalent single axle load(ESAL) demand,we used the largest of the above measured values. For design,we assumed 9,114 vehicles per day(vpd) and 2.6 percent heavy trucks. RPA also indicated we should use an assumed growth rate of 3 percent. Using these values,we calculated a total ESAL Robert Peccia&Associates January 22,2016 Project 15-3406G Page 3 requirement of 1,334,618 over the 20-year design life,which is about 183 ESALs per day. These values indicate relatively heavy traffic volumes. Method. Pavement sections for the roadway were evaluated using proprietary software developed by Tensar Corporation and Mirafi Corporation. Both of their software programs are based on the 1993 AASHTO Guide for Design of Pavement Structures. The AASHTO Pavement Design Method is based on numerous input parameters, each affecting the required total pavement thickness for a given road. In Table 2 below,we have summarized in the input parameters and traffic information that was used for our flexible pavement analysis. Table 2. Summary of Flexible Pavement Design Input Parameters Parameter New Construction Initial Performance Period,years 20 Traffic Count 2015 9,114 Growth Rate, % 3.0 %Heavy Trucks 2.6 Calculated 18-kip Equivalent Single Axle Loads (ESALs) 1,334,618 Initial Serviceability 4.2 Terminal Serviceability 2.5 Reliability Level,% 95 Overall Standard Deviation 0.45 Unstable Roadbed Soil Resilient Modulus,MR,psi(Equiv. CBR= 1.0) 2,555 Calculated Minimum Structural Number(unstable subgrade) 5.59 Subgrade Strength. A common problem in roadway construction,particularly in the Bozeman area,is encountering soft,wet clay subgrades. These clays are generally considered unstable subgrades because they are excessively wet and soft,and cannot support heavy rubber-tired construction equipment, as well as cannot be compacted to specification. They commonly occur beneath existing roadways where surface water has seeped through the cracks in the pavement surface and become trapped in the underlying base and subbase courses on top of the clay subgrade. This water then saturates the clays,reducing their shear strength,and the clay subgrade becomes too soft and wet to support the heavy rubber-tired construction equipment. When this occurs during constriction,the heavy equipment causes the subgrade to pump and rut,which in turn,causes delays and potential change orders. When considering the results of our soil borings,groundwater level measurements, and the fact total reconstruction is planned,we recommend considering the entire project alignment to have an unstable subgrade. It is our opinion the subgrade strength therefore needs to be analyzed for its in-place CBR,not a laboratory CBR. For the soft,wet clay subgrades,which will be even more disturbed during construction,we recommend an in-place CBR of only 1. Using AASHTO correlations results in a subgrade resilient modulus,MR,of 2,555 pounds per square inch(psi)for design. This is a very low value. Robert Peccia&Associates January 22,2016 Project 15-3406G Page 4 In order to provide a stable working platform for rubber-tired construction equipment and to provide for the proper compaction of the subgrade,our calculations indicate a subbase course thickness of 18 to 19 inches overlying geosynthetics will be necessary. This thickness was determined using both manufacturers'software, and the results are attached. For the geosynthetics,we recommend one of the following: • Tensar TX 140 over 6-ounce non-woven fabric placed on subgrade • Mirafi RS 380i placed on subgrade The geosynthetics must be installed in accordance with the manufacturer's specifications. Substitutions of these geosynthetics are not pennitted unless accompanied by a project specific pavement design stamped by a professional engineer licensed in Montana. Additionally,we recommend the existing subbase course not be reused for this project due to its relatively high fines content and frost-susceptibility. We recommend new subbase course and crushed base course be imported for the projects. Some consideration can also be given to specifying all construction activities are performed with low pressure ground equipment or allowing the subgrade to dry out during construction. In Montana, however,this equipment is generally not readily available by most earthwork and paving contractors. Due to the high traffic volumes,closing Baxter Lane for several weeks (longer if it rains) does not appear feasible due to the inconvenience to motorists. Flexible Pavement Design. Alternative pavement sections were analyzed in general accordance with pavement thickness design software developed by Tensar and Mirafi,which is based on AASHTO guidelines. We also selected surfacing coefficients typically used by MDT for materials. For our analysis,we determined the minimum asphalt, gravel base, and gravel subbase thicknesses to not only provide a suitable platform during construction,but also meeting the anticipated 20-year traffic volumes. Our recommended pavement sections are summarized in Table 3 below. Table 3. Summary of Pavement Alternatives Material Thickness Alternatives Asphalt Pavement 4" 4" Crushed Base Course 10" 8" Subbase Course 19" 18" Mirafi RS 380i Yes No Tensar TX 5 No Yes Non-woven Separation Fabric No Yes Resulting ESALs 1,384,958 1,377,000 As can be seen above,the analysis calculates the resulting ESAL capacity of the roadway developed by the geosynthetic stabilized pavement section. In this case,both geosynthetics result in ESALs exceeding the required ESALs of 1,334,618. Robert Peccia&Associates January 22,2016 Project 15-3406G Page 5 Specifications We recommend all earthwork,subgrade preparation, gravel base,subbase, and asphalt pavement be specified and constructed in accordance with Montana Public TForks Standard Specifications(MPWSS) or MDT specifications. If geosynthetics are utilized,we recommend they be placed and constructed in accordance with the manufacturer's recommendations, and submittals should be submitted for approval. Observations and Testing We recommend the pavement subgrades be observed by a geotechnical engineer or an engineering assistant working under the direction of a geotechnical engineer to see if the materials are similar to those encountered by the borings. During construction,we recommend Special Inspection of the geosynthetic placement and installation,and density tests be taken on the compacted gravel base and subbase courses. The thicknesses of base and subbase should also be checked to confirm they meet specifications. We also recommend density testing of the asphaltic concrete surface and Marshall tests on asphaltic concrete mix to evaluate strength and air voids. Cores of asphalt concrete should be taken at intervals to evaluate pavement thickness and compaction. Paving observations should also be performed to confirm the specified thickness of asphalt is provided throughout the roadway. General Recommendations Basis of Recommendations. The analyses and recommendations submitted in this report are based upon the data obtained from you and assumptions indicated in this report. A reevaluation of the recommendations in this report should be made after performing on-site soil borings prior to construction to note the characteristics of the existing pavement layers and subgrade condition. It is recommended that when the road is reconstructed,we be retained to perform the observations and testing program for the site preparation.This will allow correlation of the soil conditions encountered during construction to the soil borings. Use of Report. This report is for the exclusive use of Robert Peccia&Associates and the City of Bozeman for use in their preliminary design. In the absence of our written approval,we make no representation and assume no responsibility to other parties regarding this report. The data,analyses and recommendations may not be appropriate for other structures or purposes. We recommend parties contemplating other alignments or purposes contact us. Level of Care. Services performed by SK Geotechnical Corporation personnel for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied,is made. Robert Peccia&Associates January22,2016 Project 15-3406G _ Page 6 We appreciate the opportunity to provide these services for you. If we can be of further assistance,please contact us at your convenience. Sincerely, Professional Certification I hereby certify that this report was prepared by nie art Tooa duly Licensed Professional En�flrie .0 of the State of Montana. 4 �Yzjc j1 ac li ical rl ine�{r Li saw 6a00 ory T: St i no, PE Reviewing Er-gilieer. Attachments: Boring Location Sketch. Descriptive Terminology Log of Boring Sheets ST-1, ST-2, and ST-3 Laboratory Test Results(6) Pavement Calculations(6) +ter a c- ry� � � 5 m. x „ m g �r s •- F6/ �,r ray - k P�k�IB �r •, i co p O co x. +tom' al cz PA C 1ST CU s_ r s jj SK GeotechnicalBoringLog Terminology12/06/12 Key Symbols to Soil and Terms SOIL CLASSIFICATION CHART Order of Descriptors MAJOR DIVISIONS SYMBOLS TYPICAL -Group Name GRAPH LETTER DESCRIPTIONS -ConsistenCy Or Relative Density CLEAN R GAI Well-graded gravels,gravel sandmi -Moisture Condition GRAVEL GRAVELS opao tures,liWeornofines. -COIOr AND Poorly graded ravels, ravel•aandmx• -Particle size descriptor(s)(coarse grained soils only) GRAVELLY NTTLEORNDFINES) '�;� GP y9 g e -An Angularity of coarse rained soils SOILS �� � lures,Inge or no fines, g y g -Other relevant notes GRAINED MORE THAN 50%SE GRAVELS WITH ;0 GM Silly gravels,gravel-sand-silt mixtures, oOR THANARSE FINES ' ® Criteria For Descriptors solLs FRACTION Consistencyof Fine Grained Soils RETAINEDONNO. (APPRECIABLE GC Clayey gravels,gravel-sand-clay Consistency N-Value(uncorrected) 4SIEVE ) matures. Very Soft <2 Well-graded sands,gravelly sands, Soft 2-4 CLEAN SANDS SW little or no fines. Medium Stiff 5-8 l,SORETNAN50% SAND ^' Stiff 9-15 MOMATERIALIS AND (LITTLE OR NO FINES) OF MATERIAL IS SANDY Sp 09dygradedsands,gravellysands, Very Stiff 16-30 200 SIEVE SIZE SOILS IIIor no fines. Hard >30 RE THAN 50% SANDS WITH SM Silly sands,sand•5fitmiswres, Apparent Density of Coarse Grained Soils Relative Density N-Value(uncorrected) FRACTIONCOARSS FINES Very Loose <4 ASSING ON NO. U+BLE M40UMNo oose 4-10 SIEVE (APPRECOF FINES) ScSC aayeysands,sand-daymxores. Medium Dense 11 -30 Inorganic silts and very fine sands,rock Dense 31 -50 ML flour,sil((yyordayeyfiine sands or Very Dense >50 clayey sti(s vAth slight plasticity. SILTS Inorganic days of low to medium Moisture Condition FINE AND LIQUID ESSTHLIMIT N5 CL astidtylyclaylty days,days. D -Absence of moisture,dust d to the touch. GRAINED AND LEssTHANso days,siltydays,lean days. Moist -Damp,but no visible water, dry SOILS _ oL Organic sits and organic stitydays of Wet -Visible free water. __= low plasticity. Inorganic silts,nesan us sandy Definition of Particle Size Ranges MORE THAN 50% MH diatomaceous fine sandy or g OF MATERIAL IS silty soils,elastic silts. Soil Component Size Range SMALLER THAN SILTS LIQUID LIMIT Inorganic days of highpiastidty,fat Boulder > 12 in(300 mm) No.2ooslEves¢E AND GREATER THAN so CH days. Cobble 3 in(75 mm)-12 in(300 mm) CLAYS Gravel No.4 Sieve(4.75 mm)to 3 in(75 mm) OH Organic days of medium to high Sand No.200(0.075 mm)to No.4 Sieves(4.75 mm) plasticity,organic silts. Silt <No.200 Sieve(0.075 mm Clay <No.200 Sieve(0.075 mm;* HIGHLY ORGANIC SOILS ___ PT Peat and other highly organic soils, *Atterberg limits and chart below to differentiate between silt and clay. NOTE:DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Notes For, rnssificatcor o1 fine jaorre1 Sol.�Is ; See Soil Boring Information Special Provision. ara lme yro:nea rr r4caur QM5e or-co,� f� SPT(Standard Penetration Test-ASTM D1586): H D - [i E ot]in0. A• I The number of blows of a 140 lb(63.6 kg)hammer x IL"Iz`ftalot rl- 2oL.e25.5. ��f I �, eta falling 2.5 ft(750 mm)used to drive a 2 in (50 mm) ,0 9 >_•• ` _ Y O.D. Split Spoon sampler for a total of 1.5 ft(0.45 m)of = ve�i}eni tit;[` 11ir'.F`1 7 penetration. then Pg,a.s tLl sT p rn Written as follows: h �r' first 0.5 ft(0.15 m)-second 0.5 ft(0,15 m)-third 0.5 ft(0.15 m) 70 > T (ex: 1-3-9) H o OH Note: if the number of blows exceeds 50 before 0.5 ft A,, 1` (0.15 m)of penetration is achieved,the actual penetration ---, . . ,�, 14tLo 9L rounded to the nearest 0.1 ft(0.03 m)follows the number of "' I _ __ blows in parentheses(ex: 12-24-50(0.09 m), ° o rs !8 30 40 sa dir 7a A.r �O oa ,rc LIQUID L 14117 46L) 34-50(0.4 ft), or 100 (0.3 ft)).WR denotes a zero blow count F+u,a mi;Vertci-i with the weight of the rods only. Angularity of Coarse-Grained Particles WH denotes a zero blow count with the weight of the rods Angular -Particles have sharp edges and relative plus the weight of the hammer. plane sides with unpolished surfaces. Subangular -Particles are similar to angular description, MC=Moisture Content, LL=Liquid limit, PL=Plastic Limit but have rounded edges. -200%=percent soil passing 200 sieve, DD=Dry Density Subrounded-Particles have nearly plane sides, but have no ed es. Soil Classifications are Based on the Unified Soil Rounded -Particles have smoothly curved sides and Classification System,ASTM D2487 and D2488. well-rounded corners and edges. Also included are the AASHTO group classifications(M145). Descriptions are based on visual observation,except where the have been modified to reflect results of laboratory tests as deemed appropriate. Example soil description: Sandy FAT CLAY(CH), soft,wet, brown, (A-7) GEOTECHNICAL LOG OF BORING OEM Sheet 1 of 1 Project: Baxter Lane-7th to 19th Rig:CME 75 HT Boring Location Station: Hammer:Auto Coordinates Offset- Project Number: UPN: Boring Diameter: System: MT S.P. (E) Top of Boring 15-3406G 3% Datum: NAD83 Elevation: Date Started: Date Finished: Drilling Fluid: Location Source: Elevation Source: 10/28/15 110/28/15 None Handheld GPS Uncorrected Driller: C. Larsen Abandonment Method: Township,Range,and Section: Logger:B.Western Backfilled with Cuttings 12S 5E 1 -BAA Depth c a c Depth (A) s ,T Z o 'o o (ft) o Remarks o o Material Description o and Elev. 2 'E 0 C o J Elev. v. J J o Other Tests (ft) in (ft) ,3 a N p FILL,PMS,0"to 6". 0.5 4 Base sample 6"-2% I X44 10-13-8 FILL,Poorly-Graded GRAVEL with silty clay and sand(GP-GM),medium dense,brown,moist,fine to 22 78 4-5-8 coarse grained,subangular.6"to 30"Subbase 2.5 Bag sample 2%'-6%' Course,no leveling course observed. Lean CLAY with gravel(CL),medium stiff to stiff, a 5 56 4-6-8 dark gray to black,wet to waterbearing.(Alluvium). 20 M s M O N 31 2-3-4 20 W 0 CL z 10 83 3-5-5 25 0 10.5 Boring Depth:10.5 It, Elevation: Z W m z z w v 0 0 U J m a a W w U of 0 0 N N F- O U' 0 O a a U m 0 0 N W W >N W H O U' 2 X O tO LL O O Water Level Observations Dunng Remarks:Water not observed to dry cave-in depth of _ Drillln ;Not Encountered 5.8'immediately after withdrawal of auger. � After After N _ Drillln 10,2 ft Au ers!n =Drillln ;Not Encountered Auclers Out GEOTECNNICAL LOG OF BORING : . Sheet 1 of 1 Project: Baxter Lane-7th to 19th Rig:CME 75 HT Boring Location Station: Hammer:Auto Coordinates Offset: Project Number: UPN: Boring Diameter: System: MT S.P. (E) Top of Boring 15-3406G 31/ Datum: NAD83 Elevation: Date Started: Date Finished: Drilling Fluid: Location Source: Elevation Source: 10/28/15 10/28/15 None I Handheld GPS Uncorrected Driller: C. Larsen Abandonment Method: Township,Range,and Section: Logger:B.Western Backfilled with Cuttings 12S 5E 1 -ABD Depth Depth Ag r o' o (ft) o Remarks c > ❑ 0 Material Description o and Elev. o A 8 � c J Elev. v c p Other Tests 13-17-15 [IDdense, ,PMS,0"to 5"' 0.4 6 Subbase sample 6"-2% ,Poorly-Graded GRAVEL with silty clay and Pen:4+tsf (GP-GC),dense,brown,moist,fine to coarse 26 4-7-8 ed,subangular.5"to 30"Subbase Course,no 2.5 ing course observed. Bag sample 2%-7% CLAY(CL),medium stiff,olive,wet.(Alluvium). 5 5-4-5 - 25 M O N (7 O 1-6-17 7.5 10 W ly Graded GRAVEL with clay(GP GC),medium 0 olive,waterbearing,fine to coarse grained, ounded.(Alluvium). 10 6"heave z10X 12-18-12 10.5 z Boring Depth:10.5 It, Elevation: z W m z Z w U O U J CA a LU w U ai 0 a N F O O F 0 O - a t- a U m 0 0 N W W O > W K H O C7 Z O to W 0 oWater Level Observations _ Drillln:Not Encountered Remarks:Water not observed to wet cave-in depth of After Atter 5'immediately after withdrawal of auger. N _f Drilling:4.3 it Augers In Dri in :4.0 ft 0.Au tiers Out SKWA' LOG OF BORING ® Sheet 1 of 1 Project: Baxter Lane-7th to 19th Rig:CME 75 HT Boring Location Station: Hammer:Auto Coordinates Offset: Project Number: UPN: Boring Diameter: System: MT S.P. (E) Top of Boring 15-3406G 1 3% Datum: NAD83 Elevation: Date Started: Date Finished: Drilling Fluid: Location Source: Elevation Source: 10/28/15 110/28/15 None Handheld GPS Uncorrected Driller: C. Larsen Abandonment Method: Township,Range,and Section: Logger:B.Western Backfilled with Cuttin s 2S 5E 1 -ADA o Depth Depth o v F Z _ o o (ft) o Remarks �+ a� o o Material Description o and Elev. a E 'o C� o E Elev. c Other Tests J (ft) U) ra (ft) J a. N `� 61 17-17-16 FILL,PMS,0"to 4"• f U.36 Base sample 3"-T FILL,Poorly-Graded GRAVEL with silty clay and sand(GP-GC),dense to medium dense,brown, 5 44 11-10-9 moist,fine to coarse grained,subangular.4"to 36" Subbase Course,no leveling course observed. 3 0 Bag sample T-9' Lean CLAY(CL),soft to medium stiff,brown,moist a 5 78 4-4-4 to wet.(Alluvium). 19 M O N M O 64 2-1-2 20 W w 0 a F 10 61 2-3-4 23 z 0 -11 N I I 10.5 Boring Depth:10.5 ft, Elevation: z z w m Z w D U U O O U J m a. a 65 cc w U3 U 6i of 0 N N 0 I- 0 0 a H a U rn 0 0 N W w Ln �11 z Z W 0 M U_ O a Water Level Observations Dunn g Remarks:Water not observed to dry cave-in depth of _ Drillin :Not Encountered 5.6'immediately after withdrawal of auger. a After After cv _ Drilling::Not Encountered Au ers In _ Drillincr Not Encountered Au ers Out Sieve Size 3" 1.5" 3/4" 3/8" #4 #10 #20 940 #100 #200 100 90 80 70 aA 60 a 50 - U 40 a 30 20 10 0 10 1 0.1 Particle Size in Millimeters Gravel Sand coarse fine coarse medium fine Percent Passing U.S. Standard Sieve Size 3" 1 1/2" 3/4" 3/8" #4 #10 #20 #40 #80 #100 #200 100 99 99 98 97 96 96 96 Boring No.: ST-1 Date Received: 11/04/2015 Liquid L rnit: 38 Sample No.: BB3 Depth: 2.5'to 6.5' Plastic Limit: 17 Plasticity Index: 21 Percent Gravel: 1.0 Percent Sand: 3.0 Classification: CL Percent Silt+Clay: 96.0 ASTM Group Name: LEAN CLAY Moisture Content: 18.6% Sieve Analysis KZ�g Project Number: 15-3406G 2511 Holman Avenue Baxter Lane 7th to 19th P.O. Box 80190 Billings,MT 59108-0190 Bozeman,Montana Phone: 406.6523930 Fax: 406.652:3944 1/22/16 I Sieve Size 3" 1.5" 3/4" 3/8" 94 #10 #20 940 #100 #200 10 90 80 70 bn 60 a' 50 a� i 40 P-4 30 20 10 0 10 1 0.1 Particle Size in Millimeters Gravel Sand coarse fine I coarse medium fine Percent Passing U.S. Standard Sieve Size 3" 1 1/2" 3/4" 3/8" #4 #10 #20 #40 #80 #100 #200 100 97 74 52 37 31 25 20 15 14 12 Boring No.: ST-1 Date Received: 11/04/2015 Liquid Limit: 25 Sample No.: Base3 Depth: 6"to 2.5' Plastic Limit: 20 Plasticity Index: 5 Percent Gravel: 63.0 Percent Sand: 25.0 Classification: GP-GC Percent Silt+Clay: 12.0 ASTM Group Name: POORLY GRADED GRAVEL with SILTY CLAY and Moisture Content: 3.6% SAND Sieve Analysis S AM&,Ah Project Number: 15-3406G K EOTECNNICAL 2511 Holman Avenue Baxter Lane 7th to 19th P.O, Box 80190 Billings,MT 59108-0190 Bozeman,Montana Phone: 406 652 3930 Fax: 406:652:3944 1/22/16 Sieve Size 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #100 #200 Aft 100 90 80 70 cn 60 A' S0 U k5 40 a 30 20 10 0 10 1 0.1 Particle Size in Millimeters Gravel Sand coarse fine coarse medium fine Percent Passing U.S. Standard Sieve Size 3" 1 1/2" 3/4" 3/8" #4 #10 #20 #40 #80 #100 #200 100 78 53 35 25 18 14 10 9 7 Boring No.: ST-3 Date Received: 11/04/2015 Liquid Limit: 26 Sample No.: Basel Depth: 3"to 3' Plastic Limit: 20 Plasticity Index: 6 Percent Gravel: 65.0 Percent Sand: 28.2 Classification: GP-GC Percent Silt+Clay: 6.8 ASTM Group Name: POORLY GRADED GRAVEL with SILTY CLAY and Moisture Content: 3.7% SAND Sieve Analysis Project Number: 15-3406G SK EOTECHNICAL 2511 Holman Avenue Baxter Lane 7th to 19th P.O. Box 80190 Billings, MT 59108-0190 Bozeman,Montana Phone: 406.652.3930 Fax: 406.652.3944 1/22/1 6 Sieve Size 3" 1.5" 3/4" 3/8" #4 #10 #20 940 #100 #200 100 90 80 70 aA UO 60 UO c� a 50 U 40 a 30 20 10 0 10 1 0.1 Particle Size in Millimeters Gravel I Sand coarse fine I coarse medium fine Percent Passing U.S. Standard Sieve Size 3" 1 1/2" 3/4" 3/8" #4 #10 #20 #40 #80 #100 #200 100 99 98 97 96 95 95 Boring No.: ST-3 Date Received: 11/04/2015 Liquid Limit: 35 Sample No.: BB1 Depth: 3'to 9' Plastic Limit: 19 Plasticity Index: 16 Percent Gravel: 0.0 Percent Sand: 5.0 Classification: CL Percent Silt+Clay: 95.0 ASTM Group Name: LEAN CLAY Moisture Content: 19.1% Sieve Analysis Project Number: 15-3406G JQGEZOTECVHN;VCAL 2511 Holman Avenue Baxter Lane 7th to 19th P.O. Box 80190 Billings, MT 59108-0190 Bozeman,Montana Phone: 406.6S23930 Fax: 406.652:3944 1/22/16 SK�� California Bearing Ratio ASTAI D 1883/AASHTO T 193 Project: 15-3406G Laboratory Testing,Robert Peccia and Associates Date: 01/22/16 Baxter Lane 7th to 19th,Bozeman,Montana Boring: ST-1 Sample: Bulk bag Depth: 2.5'to 6.5' MDD,pcf OMC,% Method Description: Lean clay with gravel,medium plasticity,brown,moist. 103.8 19.0 D 698 Compaction Initial Final Weight,g MC% Dry,pef Comp% Weight,g MC% Dry,pef Comp% 3992.1 19.0% 1 98.6 T95.0% 4116.9 22.7% 97.7 94.1% Swell CBR Surcharge Initial Final Swell Surcharge CBR @ CBR @ Weight,lbs Press,psf Dial, " Dial, " % Press,psf 0.1 in. 0.2 in. 22.7 119.3 0.5000 0.5430 0.9% 119.6 6.2 5.8 200 180 Design Values: 160 140 CBR @ 0.1 inch 6.2 120 CBR @ 0.2 inch 5.8 a� k� 100 80 60 40 20 0 0.000 0.100 0.200 0.300 0.400 0.500 0.600 Penetration,inch 2511 Holman Avenue,P.O.Box 80190,Billings,Montana 59108-0190 Phone(406)652-3930;Fax(406)652-3944 K�'A&A61 O"1'ECI.1 California Bearing Ratio SASTM D 18831AASHTO T 193 Project: 15-3406G Laboratory Testing,Robert Peccia and Associates Date: 01/22/16 Baxter Lane 7th to 19th,Bozeman,Montana Boring: ST-3 Sample: Bulk bag Depth: 3'to 9' MDD,pcf OMC,% Method Description: Lean clay,medium plasticity,trace sand,brown,moist. 105.2 17.9 D 698 Compaction Initial Final Weight,g MC% Dry,pef Comp% Weight,g MC% Dry,pef Comp% 4008.7 1 17.9% 99.9 95.0% 4120.8 21.2% 1 99.5 94.5% Swell CBR Surcharge Initial Final Swell Surcharge CBR @ CBR @ Weight,lbs Press,psf Dial, " Dial, " % Press,psf 0.1 in. 0.2 in. 22.4 117.7 0.4000 0.4220 0.5% 117.8 7.0 6.4 200 180 Design Values: 160 140 CBR @ 0.1 inch 7.0 P 120 CBR @ 0.2 inch 6.4 100 80 60 40 20 0 0.000 0.100 0.200 0.300 0.400 0.500 0.600 Penetration, inch 2511 Holman Avenue,P.O.Box 80190,Billings,Montana 59108-0190 Phone(406)652-3930;Fax(406)652-3944 Project Analysis Page 1 of 2 N X TanCate Geosynthetics "' North America Unpaved Analysis Report Project Name:Baxter lane,7th to 19th Reconstruction Analysis 1 Report Date:1/13/2016 Report Run By:Greg Staftileno Traffic Data Axle Load-P(Ibs) 18,000 AxlE_'(ir-N 10000 Tire Pressure-p(psi) 1o0 Rut ) 1.5 Subgrade Data SG Strength Value too SG Strength Parameter QBR,soaked(A TM D1883) Converted 8G Strength-CBR (a/o) 1.00 Gravel 1 Aggregate Data CBR of Roadway Aggregate 0 Factor of Safety-FS 1.2 Aggregate Thickness with Mirafi Products 30.0MOE MO - °` If Unre;nforced P,S380i RS580i Mirafi(O Products Minimum thickness recommendations shown in the graph above. Roadway Thickness Analysis Results ho(in) SN Savings BCR R5580i 17,5 2.20 43% 1.7 Product Spec Sheet for RS580i RS380i 1$5 ` 2.20 39% 1.6 Product Spec Sheet for RS380i Unreinforced 30.5 2.20 littp://fpd.temirafi:net/Repoit.aspx?ReportType=Analysis&ProjectID=74200&Catell)=781... 1/12/2016 1/21/2016 ProjectAnalysis TenCate Geosynthetics A'ATENCATE, North America .. _ Flexible Pavement Analysis Report Project Name: Baxter Lane,7thto 19th Reconstruction 4 4 inch Pavement Report Date:1/21/2016 Report Run By:Brett Warren Initial Road Data (Pre-Reinforcement) Subgrade Strength Value Strength Parameter Subgrade CBR. 1.00 CBR,soaked(ASTM D1883) 1.00 Structural Number(SN) Traffic Volume(ESALs) 4:30 215,728 Traffic Volume Calculator Data (ESALs) Initial Serviceability(po). Terminal Serviceability(p0 Serviceability Loss(APSI) 4.2 2.5 1.7 Reliability%(R) Standard Deviation(Sp) Standard Normal Deviate(ZR), 95.00 0.45 -1.645 Resilient Modulus(Mr)(psi) Unreinforced ESALs Reinforced ESALs 2,555 215,728 1,384,958 No Reinforcement I Stabilization Structural Drainage Structural Number Layer No. Material Description Coefficient Coefficient Thickness(in) (Unreinforced) 1 ACC.Surface 0.41 1:00 4:00 1.64 2 Base Course 0.14 1.00 10.00 1.40 3 Sub-Base Course 0.07 1.00 18.00 1.26 Subgrade CBR: 1.00 4.30 Reinforced I Stabilized -Geosynthetic Used: MirafiQ R8384i Product Spec Sheet for RS380i Structural Drainage Structural Number Layer No. Material Description Coefficient Coefficient Thickness(in) (Unreinforced) 1 ACC Surface 0.41 1.00 4.00 1.64 2 Base Course 0.14 1.00 10.00 1.40 Sub-Base Course 3 0,14 1.00 18,00 2.58 (Reinforced) TenCate Mirafi@ RS380i Geosynthetic Subgrade CBR: 1.00 5.62 NOTE:struotural Numbers represent the results of calculations prior to the rounding of Thicknesses and therefore may be slightly different than manual calculations done using the reported thicknesses. http://fpd,,tcrhirafl.hbVRepbrt.aspx?ProjectlD=742MCalclD=78190&RepQrtType.=Analysis 1/2 1/21/2016 Project Analysis 32.00 in 32.00 in 0,00 _._ (w/o R53804 _ - (vu/RS380i) 4.00 4.00 5M --- r � , ,r 10.00 10 00 = 10.00 15,00 1 20.00 . .......... 25.0030,00 Pn- 18 00 35.00 ACC Surface Base Course Sub-Base Course Unused GSC: 100 % The information herein is accurate to the best of our knowledge.TenCale GeosynUwtics North America assumes no liability for the accuracy or completeness of This information or for the u limale use by the purchaser. TENCATE GEOSYNTHETICSNORTH AMERICA DISCLAIMS ANY AND ALL EXPRESS,IMPLIED,OR STATUTORYSTANDARDS,WARRANTIES,OR GUARANTEES,INCLUDING WITHOUT LIMITATION ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE arising from a course of dealing or usage of trade as to any equipment,materials,or information turnishcd herewith,This document should not be construed as engineering Woe.Users shaAd satisfy themselves thrcugh independent investigation that These materials might be used safely. No warranty or guarantee,expressed or Implied,Is made regarding ilia performance of any product,since the manner of use and handling are beyond our control.Any and all design relatedto a productwill be the respomibility,of The project engineer andlcr registered engineer of tecord. TENCATE 365 South Holland Drive Tel 706 693 2226 Fax 706 693 4400 - a Pendergrass,GA 30567 Tel 888 705 0808 www.miraii.com Miraff hUp://fpd.tcmirafi.net/Report:aspx?ProjectiD=74214&CalclD=78190&ReportType=Analysis: 2/2 S,* SpectraPave4 PROTM Subgrade Stabilization Design Analysis = N O N - - - - i3ESiGN RARAMET�RS= - - DESIGN REQUIREMENTS PAVEMENT SOIL PROPERTIES Property Value Property Value Axle Load(kips) 18 Aggregate Fill CBR(%) 20 b Tire Pressure(psi) 100 Design Subgrade CBR(%) 1.0 43 9 Axle Passes(Each) 10000 Maximum Rut Depth(in) 1.5 Aggregate fill shall conform to following requirement: D50<=27mm Y Geosynthetic Aggregate Fill Thickness(in) Aggregate Fill Thickness Savings(in) Calculated Required Unstabilized 29.52 30 N/A N/A TX140 17.84 18 12 40 TX160 14.14 15 15 50 90 80 Legend T 70 Unstabilized a -------- Tensar@ TX140 w U C 60 —•—•---•—• Tensar®TX160 a (n N to C a) s 50 U_ u � ~ l — 40 iy rn 30Zi �y rn `. Q 20 •i• 0 10 _...-----------------_._. E 0 0.0 0.5 1.0 1,5 2.0 2.5 3.0 3.5 4.0 v Design Subgrade CBR{%) e s N 0 Project Name Baxter Lane 7th to 19th, Bozeman, MT Company Name SK Geotechnical Corp Designer BMW Date 1/12/16 This document was prepared using SpectraPave4 PRO'"'Software Version 4.6.1 Developed by Tensar International Corporation Copyright 1998-2014,All Rights Reserved. SpectraPave4 PROW S*& Pavement Optimization Design Analysis 0 0 o Design Parameters for AASHTO(1993)Equation Aggregate fill shall conform to following recluirement: a W x Reliability(%) =95 Initial Serviceability =4.2 D50<_27mm(Base course) H Standard Normal Deviate =-1.645 Terminal Serviceability =2.0 E Standard Deviation =.45 Change in Serviceability =2.2 i a Unstabilized Section Material Properties Stabilized Section.Material Properties a" Layer Description Cost Layer Drainage L Cost Layer Drainage ($/ton) coefficient factor Layer Description (slton) coefficient factor Asphalt Wearing Asphalt Wearing ACC1 Course 70 0.410 N/A ACC1 Course 70 0.410 N/A ABC Aggregate Base Mechanically Course 20 0.140 1.0 MSL1 Stabilized Base Cour 20 0.246 1.0 SBG Subbase Course 16 0.070 1.0 None Subbase Course 16 0.070 1.0 Stabilized Subgrade MSL2 Stabilized Subgrade 16 N/A N/A MSL Layer 16 NIA N/A Layer Unstabilized Pavement Stabilized Pavement. (With Stabilized Subgrade) (With Stabilized Subgrade) 4.00(In) 4.00(in) 8.00(in) MSL1 7.50(in) Tensar TX5 (Overlap=l.Oft) I111SL2 8.00(in) Sac 10.00(in) Tensar TX5 (Overlap=2.5ft) 8.00(in) 16 Tensar TX5 (Overlap=2.5ft) Subgrade Modulus=2,555 (psi) Jt }Jf��t„ « t� AMC,"/ Subgrade Modulus=2,555 (psi) Structural Number 3.460 '� a i } „ Structural Number=-9485- e Calculated Traffic(ESALs)= 1,377,000 �' ``� Calculated Traffic(ESALs) = 1144 5d00 0 U 0 4 LIMITATIONS OF THE REPORT H The designs,illustrations,information and other content included in this report are necessarily general and conceptual in " nature,and do not constitute engineering advice or any design intended for actual construction.Specific design recommendations can be provided as the project develops. Project Name Baxter Lane 7th to 19th, Bozeman; MT Company Name SK Geotechnical Corp Designer BMW Date 1/12/16 This document was prepared using SpectraPave4 PROTra Software Version 4.6.1 Developed by Tensar International Corporation Copyright 1998-2014,All Rights Reserved. APPENDIX C 404 INDIVIDUAL PERMIT DEPARTMENT OF THE ARMY PERMIT Permittee: City of Bozeman Attn: Robert Murray PO Box 1230 Bozeman, Montana 59771-1230 Permit Numb er. NWO-2016-00233-MTH 0082011 Issuing Office: U.S. Army Corps of Engineers Omaha District Helena Regulatory Office 10 West 15"Street, Suite 2200 Helena, Montana 59626 NOTE The-term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. j You are authorized to perform work in accordance with the terms and conditions specified below. A notice of appeal options is enclosed. Project Description: You are proposing to reconstruct Baxter Lane from west of Davis Lane to just east of North 19th Avenue. The reconstruction on Baxter Lane includes widening the road, signal upgrades at the intersection of Baxter and North 19th, new corridor lighting with LED luminaires, new sidewalk, storm drain modifications, installation of new storm water detention and/or retention basins, utility relocations, and water main extensions. The specific actions that requires a DA permit are: (1) the replacement of an existing 86 foot long 57"X38" Corrugated Steel Arch Pipe_Arch.(CSPA) with a 140 foot long equivalently sized Reinforced Concrete Pipe Arch (RCPA)where Farmers Canal crosses .under Baxter Lane, (2) the extension of the existing 352 foot long 71"x 47" CSPA conveying l MNDEVILLE Creek beneath Baxter Lane by 24 feet, and (3) the filling of approximately 1.09 acres of emergent wetlands for the widening and associated roadwork along Baxter Lane between North 19'" i .Avenue and North 71h Avenue in Bozeman, Montana. All work is to be completed in accordance with the plans prepared by Robert Peccia &Associated dated March 1, 2017. Project Location: The project is located on or near on or near Farmers Canal and Mandeville Creek, 3 within Section 35, Township 1 S, Range 5 E., Bozeman, Gallatin County, Montana. Latitude: 45.700278° Longitude: -111.075833' Permit Conditions: General Conditions: i3 1. The time limit for completing the work authorized ends on May. 25, 2019. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. ENO FORM 1721,NOV s EDITION OP SEP 82IS OBSOLETE: (33 CFR320-330) 1 r 2 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms.and conditions-of this permit. You are not relieved of this requirement if you abandon the permitted activity„although you may make a good faith transfer to a third party in compliance with General.Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this.permitfrom this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit,you must immediately notify this office of what you have found. We will initiate the Federal grid state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places, i 4. If you sell the property associated with this permit, you must obtain the signature of.the new owner in the space provided and forward a copy of the permit to this office to validafe.the transfer of this 4 authorization. , 5. if a conditioned water quality'certification has.been issued for your project, you must comply with the conditions specified in the, certification as special conditions to this perinit. , 6.. You must allow representatives from this office to inspect the authorized activity at any time f deemed:necessary to ensure that it is being,or has been accomplished in accordance with the terms and:conditions of your permit. Special Conditions; { 1. The permittee is responsible for ensuring,that the Corps is.notified of the.location of any borrow site r that will be used in conjunction with the construction of the authorized activity so that the Corps may evaluate the site for.potential impacts to aquatic resources, historic properties, and endangered species, The permittee shall not initiate any work at the borrow site in conjunction with the authorized 3 activity until approval is received from the Corps. 2.The permittee agrees to purchase 1.00 mitigation credits, corresponding to 1.09 acres of impacted Wetlands,from a commercial mitigation bank. a) The credits must be purchased prior to-impacts occurring to wetlands authorized to be.impacted by this permit. b) Written proof of the mitigation credit purchase shall be provided to the Corps of Engineers. .Upon' receipt of such proof, all [iabilities for the.success, monitoring, and long-term management of the mitigation bank wetlands covered by this authorization will become the responsibility of the mitigation bank sponsor. c) The'permittee will have.satisfied all mitigation requirements for this permit, unless additional on- site mitigation is a condition of this authorization. 3. The permittee shall not initiate any work associated with the authorized activity until a valid.Section 401 Water.Quality Certification, or waiver, has been issued by the Montana Department of " Environmental Quality. i The permittee will have satisfied all mitigation requirements for this permit, unless additional on-site mitigation is a condition of this authorization. ENGFORM 1721,NOV 86 (33 CPR320-330) MITION OF SEP 82IS OBSOLETE: 2 Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: ( ) Section 10 of the Rivers,and Harbors Act of 1899 (33 U,S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. i a. This permit does not obviate the need to obtain.other federal, state, or local authorizations I required by law, I b. This permit does not grant any property rights or exclusive privileges. C. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities I undertaken by or on behalf of the United States in the public interest. C. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit, i d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. i 4. Reliance on Applicant's Data. The determination of this office that issuance of this permit is not contrary to the public interest.was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. i b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). ENO FORM 1721,NOV 86 (33 CFR320-330) EDITION OF SFP 821S OBSOLETE. . i 3 G. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 331 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms.and conditions.of your permit and for the initiation of legal action where appropriate. Xou.will be required to pay for any corrective measures ordered by this office, and if you.fail to comply with such direcfive, this office may in certain situations(such as those specified in 33 CFR 200.170) accomplish the corrective measures by contract or otherwise and bill you for the.cost: 6. Extensions. General Condition 1 establishes a time limit for the.Completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and.agree-to comply with the terms and conditions of this permit. (PFRM(*TE) (DAT ) ' City`of Bozeman an, t ►. '' Attn: Mr. Robert Murray This permit becomes effective when the Federal official, designated to act for the Secretary of the. i Army,_has signed below 3 s G�/r�w-tom 2cs t?' (DISTRICT ENGINEER) (DATE) COLONEL JOHN W. HENDERSON, CORPS OF ENGINEERS DISTRICT COMMANDER / IlBY, Todd N. Tillinger, P.E. Montana Program Manager Helena Regulatory Office When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terns and conditions of this permit will continue to be binding on the new owner(s)of c ENO FORM 1721,NOV 86 (33 CFR 320-330) EDITION OF SEP 82 TS OBSOLETE. s 4 the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below, (TRANSFEREE) (DA T E) i i I 3 1 y7; 5 t F s' f 8 ' E a F,M FORM 1721,NOV 86 (33 CFR 320-330) EDITION OF SEP 82 IS OBSOLETE. i3 5 Montana Department of Environmental Quality June 2,2017 Robert Murray City of Bozeman PO Box 1230 Bozeman,MT 59771-1230 DEQ Application Number: MT40.11032 USACE Application Number: NWO-2016-00233-MTH Applicant: City of Bozeman Water Body:Farmers Canal and Mandeville Creek Location:Bozeman, Gallatin County Dear Mr. Murray: The Montana Department of Environmental Quality(DEQ)reviewed your application for 401 Certification. The following outlines DEQ's final determination: Description of the Proposed Project: The project will reconstruct Baxter Lane from west of North 19'h Avenue to North 7,'Avenue. The reconstruction work on Baxter Lane includes widening the roadway from a rural road to an urban minor atrial section and improvements at the signalized intersection at Baxter/North 19`h Avenue,new corridor lighting with LED luminaries,new sidewalk,new storm drain infrastructure, modifications to existing storm drain facilities and utility adjustments. 401 Water Quality Certification General- Montana's 401 Certification Rules are found at ARM 17.30.101 through ARM 17.30.109. These rules provide Montana's framework for implementing Section 401 of the Federal Clean Water Act. 33 U.S.C. § 1341. Section 401 Certification is a federal/state cooperative program that increases the role of the state in decisions regarding natural resources. More specifically,the Montana Department of Environmental Quality(DEQ)reviews proposed activities to determine the impacts, if any, upon state water quality standards. State water quality standards include the beneficial uses of a water body,the applicable numeric and narrative water quality criteria, and the state's nondegradation policy. Following its certification review,DEQ may waive certification, deny certification, grant certification,or grant certification with conditions. In the event beneficial uses of state waters, such as aquatic habitat or aquatic life are unavoidably impacted or lost, conditions of the 401 Steve Bullock,Governor I Tom Livers,Director I P.O.Box 200901 1 Helena;MT 59620-0901 1 (406)444-2544 1 www.deq.mt.gov Certification may also require the applicant to provide compensatory mitigation for impacts or losses. Project Specific Conditions: 1. Mitigation:The applicant has proposed compensatory mitigation for permanent streambank and wetland impacts by purchasing mitigation credits from the Upper Missouri River Mitigation Bank. Please provide DEQ with the final mitigation plan within 30 days of the issuance of the 404 permit. 2. All work in and near waters of the state shall be done so as to minimize turbidity, erosion, and other water quality impacts. Construction stormwater, sediment, and erosion control Best Management Practices(BMPs)suitable to prevent exceedances of state water quality standards shall be in place before clearing, filling,and grading work and shall be maintained throughout construction. 3. Isolation of in-water work areas: Isolation of in-water work areas should be accomplished to the maximum extent practicable.Methods of isolation include, but are not limited to: timing work at low water so as to effectively work in the dry; using silt curtains, cofferdams, inflatable bags,geo blocks,sandbags, sheet pilings,or similar materials for isolation techniques. 4. Turbidi :All practical BMPs on disturbed banks and within waters must be implemented to minimize turbidity during in-water work. 5. Clean Fill Criteria:The Applicant shall ensure that fill(soil)placed for the proposed project does not contain toxic materials in toxic amounts. 6. Deleterious Waste Materials:All construction debris,excess sediment,and other solid waste material shall not be stockpiled below the Ordinary High Water Mark(OHWM) and shall be properly managed and disposed of in an upland disposal site approved by the appropriate regulatory authority. 7. Spill Prevention:Vehicles must be fueled,operated,maintained,and stored in upland areas that minimize disturbance to habitat and prevent contamination to any surface water. a. No petroleum products, fresh concrete, lime,wash water,chemicals, or other toxic or harmful materials shall be allowed to enter state waters. b. All equipment is to be inspected for oil,gas,diesel,antifreeze,hydraulic fluid and other petroleum leaks.All such leaks will be properly repaired and equipment cleaned prior to being brought on site.The equipment is not allowed to continue operating upon discovery of the leak and will be removed from the project area until it is repaired. 8. Cut Slopes Adjacent to Waterbodies: Ensure cut slopes adjacent to waterbodies are stabilized and revegetated to prevent further erosion into state waters. 401 Water Quality Certification: DEQ certifies that this project in its current form will not violate water quality standards. Certification of this proposal does not authorize the Applicant to exceed applicable state water quality standards. Please contact Water Protection Bureau Staff at(406)444-3080,if you have questions. Sincerely, Jo Kenni Bureau ief Water Protection Bureau Department of Environmental Quality cc: R ert Cole—USACE taci Venner—Robert Peccia&Associates APPENDIX D STREAM PROTECTION ACT SPA 124 PERMIT c opt qa Nish, Fisheries Management, 1400 South 19th Avenue,Bozeman,MT 1 Phone: (406) 994-6938 einail: davemoser@nit.gov Stream Protection Act(SPA 124)Permit Date: 5/8/2017 Applicant Name: City of Bozeman Address: P.O Box 1230 20 East Olive Bozeman,MT 59771 Permit#: SPA 124 Mandeville Creek Culvert Ext 2017 Waterbody: Mandeville Creek Project Name: Baxter Lane Road Improvement-Mandeville Creek Project Description: 24 foot extension to a culvert to accommodate road improvements. I Montana Fish,Wildlife & Parks has reviewed the proposed project. The project is approved provided it is carried out in accordance with the information supplied in the application, all general conditions listed on page 3 of this permit, and any special conditions listed below. Expiration: This permit is valid for 1 year(s) from the date of issuance. Timing Restrictions: No 0 Yes Work should be completed during low flows Special Conditions: 1.None 318 Authorization Review I have reviewed the above project on behalf of the Montana Department of Environmental Quality(DEQ) pursuant to the Montana Water Quality Act Short-term Water Quality Standards for Turbidity 75-5-318 MCA: This project will not increase turbidity if completed according to the conditions listed in the 310 or 124 permit. Therefore, application to DEQ for a 318 authorization is not required. hnpacts to the physical and biological environment from turbidity generated as a result of this project are uncertain. Therefore,the applicant must contact the Montana 0 Department of Environmental Quality, 1520 East Sixth Avenue, Box 200901,Helena, MT 59620-0901, (406 444-3080)to determine project specific narrative conditions required to meet short-tern water quality standards and protect aquatic biota. Turbidity generated from this project is expected to be short-tern and have only temporary and minor impacts on the physical and biological environment. Therefore, Ocompliance with the conditions stated in the attached letter outlining DEQ's Short Terns Water Quality Standard for Turbidity Related to Construction Activity, as well as other conditions listed in the 310 or 124 permit, are appropriate for this project. Issuing Biologist: David Moser Signature: 2 Stream Protection Act 124 Permit General Conditions 1. Complete work affecting a streambed or stream bank in an expeditious manner to avoid unnecessary impacts to the stream. 2. Limit the clearing of vegetation to that which is absolutely necessary for construction of the project.Take precautions to preserve existing riparian vegetation. Salvage and reuse native vegetation where possible. 3. Install and maintain erosion control measures where appropriate to protect aquatic resources.Do not clear and grub land adjacent to streams prior to installing proper erosion and sedimentation controls. Conduct all work in a manner that minimizes turbidity and other disturbances to aquatic resources. 4. Plan temporary construction facilities to: a. Minimize disturbance to stream banks,stream bank vegetation,and the streambed by locating staging or storage facilities at least 50' horizontally from the highest anticipated water level during construction; b. not restrict or impede fish passage in streams;and c. not restrict any flow anticipated during use. 5. Provide sediment controls for drainage from topsoil stockpiles,staging areas,access roads,channel changes,and instream excavations. 6. Isolate work zones from flowing and standing waters to prevent turbid water and sediments from being discharged into streams or other drainages that flow directly into the stream.Divert flowing waters around the work zone. 7. Do not spill or dump material into streams. Store and handle petroleum products,chemicals, cement and other deleterious materials in a manner that will prevent their entering streams. 8. Do not permit wash water from cleaning concrete-related equipment or wet concrete to enter streams. 9. Do not operate mechanized equipment in any stream or flowing water unless special authorization is obtained. If special authorization is granted,the following conditions apply: a. Powerwash all equipment allowed in a stream prior to entering the stream channel. b. Clean and maintain all equipment so that petroleum-based products and hydraulic fluids do not leak or spill into the waterway. 10. Reclaim streambeds and stream banks as closely as possible to their pre-disturbed condition. 11. Restore disturbed stream banks to their natural or pre-disturbed configuration to match adjacent ground contours or as specified in the project plans. Stabilize,reseed, and re-vegetate disturbed areas. Install and maintain long-term biodegradable erosion-control measures to protect these areas until adequate vegetation has been established. 12. Restore temporary access routes and any temporarily disturbed areas to original conditions, including original contours and vegetation. 13. Dispose of any excess material generated from the project above the ordinary high water mark and in an area not classified as a wetland. 3 SHORT-TERM WATER QUALITY STANDARD `£`` FOR TURBIDITY RELATED TO Montana Department of CONSTRUCTION ACTIVITY �_. ENVIRONMENTAL QUALITY (318 Authorization) Dear Applicant: This 318 authorization is the result of your recent application for a 310 permit from your local Conservation District or a 124 permit from Montana Fish, Wildlife and Parks.This authorization is valid for the time frame noted on your permit. This is not your 310 or 124 permit and no construction activity should occur until you have received a valid 310 or 124 permit as well as any other permits that apply to this proposed construction activity. This authorization is the result of an Operating Agreement between the Montana Department of Environmental Quality (DEQ), and Montana Fish, Wildlife and Parks(FWP). The applicant agrees to the comply with the conditions stated below,as well as other conditions listed in the 310 or 124 permit issued for this project. Signatures of the applicant and FWP are required to validate this authorization. 1. Construction activity in or near the watercourse are to be limited to the minimum area necessary,and conducted so as to minimize increases in suspended solids and turbidity that could degrade water quality and adversely affect aquatic life outside the immediate area of operation. 2. The use of machinery in the watercourse shall be avoided unless absolutely necessary. 3. All disturbed stream banks and adjacent areas created by the construction activity shall be protected with erosion control measures during construction.These areas shall be reclaimed with appropriate erosion control measures and revegetated to provide long-term erosion control. 4. Any excess material generated from this project must be disposed of above the ordinary high water mark, in an area not classified as a wetland, and in a position not to cause pollution of State waters. 5. Clearing of vegetation will be limited to that which is absolutely necessary for construction of the project. 6. This authorization does not authorize a point source surface water discharge. MPDES permit is required for said discharge. 7. Open cut creek crossings will not be allowed in flowing water. Stream water must be diverted around the open cut area(pump,flume etc.) 8. The applicant must conduct all activities in full and complete compliance with all terms and conditions of all permits required for this activity issued pursuant to the Montana Natural Streambed and Land Preservation Act (310 pennit),the Stream Protection Act(124 permit)the Federal Clean Water Act(404 Permit), any MPDES permits for dewatering or storm water control in the construction area and any valid Memorandum of Agreement and Authorization(MAA)negotiated for this activity. The FWP:ieprese .tative has determined that this project is within the scope of the programmatic Environmental Assessnt nt prepa ed by DEQ and FWP for the issuance of narrative turbidity standards. Y� �t _Date: 5/812017 Appl_icjnrDate;FWP Representatives Signature s Signature Name and location of project: SPA-124—Mandeville—Creek—Culvert Ext 2017 APPENDIX E RIGHT OF WAY AGREEMENTS t �g130 PROJECT NAME:BAXTER LANE CITY OF BOZEMAN IMPROVEMENTS(19TH-7TH) Engineering Division Public Works De artment PROJECT#; 4535.11402.11 p PARCEL M 14 MEMORANDUM OF AGREEMENT MEMORANDUM OF AGREEMENT AGREEMENT has been reached this day of t 20jl, between MONTANA GROWTH OPPORTUNITIES, LLC, a Delaware Limited LiabllitV Company,the owner(s)of Lot I and Lot 2B of the amended subdivision plat of Gardner-Simmental Plaza Subdivision, Gallatin County, Montana, ! according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana [Plat J-5-C], hereinafter "Seller(s)" and the CITY OF BOZEMAN hereinafter "Purchaser"for the purchase of said property lnterest(s). The amount to be paid and other considerations to be given in full satisfaction of this Agreement are as follows: Temporary Construction Easement(Parcel 14): $ 5,173 Easement area: 3,339* (sgft) 1 i i Total (rounded) _5,200.00 See Figure 1 attached Other Conditions: i I 1. Taxes and Special Assessments, if any, delinquent from former years, and Taxes and Special Assessments for the current year, if due and/or payable, shall be paid by the seller or sellers. 2. This Memorandum embodies the whole Agreement between the parties hereto as it pertains to the real estate, and there are no promises, terms, conditions or obligations referring to the subject matter hereof, other than as contained herein. 3. The Seller(s) hereby agree(s) that the compensation herein provided to be paid includes full compensation for their interest and the interests of their life tenants, remaindermen, reversioners, i liens and lessees, and any and all other legal and equitable interest that are or may be outstanding and said Seller s agree(s)to discharge the same, 4. This Agreement shall be deemed a contract extending to and binding upon the parties hereto and upon the respective heirs, devisees, executors, administrators, legal representatives, successors and assigns of the parties, only when the same shall have been approved by the City Manager on behalf of the Public Works Department. 5, The property transfer shall be effective upon acceptance by Purchaser, evidenced by the execution of this Agreement by the Purchaser and payment of the purchase price. I Of the total amount of compensation hereinabove agreed upon, the sum of$5,200,00 shall be paid upon execution and delivery of a good and sufficient: ❑ Public Use Easement, ® Temporary Construction Easement, and the balance of the compensation, amounting to $ 0.00 shall be paid upon compliance by I the Seller(s)with the terms hereof. i I CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS 09TH-7TH) Parcel 14 PROJECTM 4535,11402,11 Page 1 of 3 I i t{ t Disbursement of funds will be rnade in the following manner: Seller(s) Amount of Payment Montana Growth Opportunities, LLC $5.2 00.00 The Seller(s) certify that there are no known hazardous materials on the property. The terms of this Agreement are understood and assented to by us and payment is to be made in accordance with the above. MONTANA GROWTH OPPORTUNITIES, LLC Date: Daniel Kenneally Manager of Montana Growth Opportunities, LLC CITY OF BOZEMAN Date: z - By: nnis Taylor Interim City Manager ATTEST: Date: I-)- By: Robin CroughS• .- City Clerk ��•, y1883 ^ nn * 00, NCO. I i I I CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 14 PROJECTM 4535.11402.11 Page 2 of 3 ` EXISTING SEWER AND WATER PIPELINE r ACCESS EASEMENT ` (DOC 25740�4�� \ EXISTING PROPERTY �- ALINE{TYP), ` PARCEL 14 TCE \ EXISTING NEW TEMPORARYY1RRIGATION Tb , N CONSTRUCTION � �� �,� Bf~ADJUSTED `EASEMENT�r �` " WITH PROJECT " R El` 3 ' r , : e - m Current Owner: LOT 2B OF THE AMENDED Montana Growth SUBDIVISION PLAT OF Opportunities, LLC GARDNER-SIMMENTAL PLAZA SUBDIVISION SEC. 35, T1S, R5E RIW Legend Existing Road Right-of-Way SCALE!N FEET i -."• New Easement Area CITY OF C3OZEMAN FLAN ACQUISITION Area Remaining NEW P N Existing Property Line NOW TEt iF.GOA:ST.EASC;tEN'f 3,333 SOFT. ... --- New Public,` Use Easement New Temp. Const. Easement Right of Way Required Baxter Lane Improvements PROJECT 4535M402M PAM* 7111r017 N,19th Ave;to N,.7th Ave. '0 0 W L City of Bozeman,Montana FIGURE 1 20`0 Siad-:im Briva Bozeman,Flv: 507i5 PARCEL 14 Page 3 of 3 4UbSe6 8539 wv/n,E..N,c+an 91 PLATTED ...... 9090 Page: 1 of 3 08/29/2017 i1:54:42 AM Fee: $21.00 Charlotte Mills - Gallatin County MT M1SC Return to: 111111111111IIIIIIIIINIIIIIIIIIBI11111111111111IIIIIIII11111111111I11111111111111111IN DOWL 2090 Stadium Drive Bozeman, MT 59715 PROJECT NAME'BAXTEk LANE CITY OF BOZEMAN IM0k0VEMENT5(19TH-7Tt{) Engineering Division PROJECT#: 4535.11402.11 * _ ' Public Works Department PARCEL M 14 rt9�jh3 TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT THE GRANTOR, MONTANA GROWTH OPPORTUNITIES, LLC, a Delaware Limited Liability Company, whose address is 600 South Main Street, Butte, MT 59701, for and in consideration of Ten and No/100 - Dollars, and other valuable consideration, in hand paid, conveys and warrants to the CITY OF BOZEMAN, a Municipal Corporation of the State of Montana, with offices at 121 North Rouse Avenue, Bozeman Montana 59715, its successors and assignees, an unrestricted Temporary Construction Easement, over,and across the following described real property located in Gallatin County, Montana: Lot 1 B and Lot 2B of the amended subdivision plat of Gardner-Simmental Plaza Subdivision, Gallatin County, Montana, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana. [Plat J-5-C]. Said temporary construction easement is depicted on Exhibit A attached hereto and more particularly described as: Beginning at the Southeast corner of Lot 2B and the easement herein described, being a point on the North right-of-way of Baxter Lane, from which point the section corner common to Sections 35 and 36, T1S, R5E, and Sections 1 and 2, T2S, R5E, P.M.M., bears S 79' 59' 10" E, 254.78 feet, said point of beginning;Thence,from said point of beginning, N 89' 01'07"W, 141,08 feet along the North right-of-way of Baxter Lane; Thence, N 00'58' 53" E, 16.00 feet; Thence, S 89' 01'07" E, 96.24 feet; Thence, N 01* 33' 29" E, 24.00 feet; Thence, S 89° 01' 07" E, 45.00 feet to the East line of Lot 213; Thence, S 01' 33' 29"W, 40.00 feet along the East line of Lot 213 to the North right-of-way of Baxter Lane and to the point of beginning, and containing 3,339 sgft., more or less and as shown on Exhibit A; delineated as to said tract of land on the exhibit attached hereto and made a part hereof as Exhibit A of this instrument and designated as Parcel 14. Said parcel, containing 3,339 square feet, more or less, is hereby provided to the CITY OF BOZEMAN, for the purpose of constructing and/or improving a public street, highway, walkway, trail and/or electric,.telephone or telecommunications, gas, water, sewer, drainage, or other utility transmission or distribution facilities as necessary for the Baxter Lane Improvements(19th-7th) Project. Upon completion of said project for which access is hereby provided, the CITY OF BOZEMAN shall restore the property as nearly as possible to its original condition. The CITY OF BOZEMAN agrees to hold Grantor CITY OF BOZEMAN PROJECT NAME:BAXfER LANE IMPROVEMENTS(19TH-7TH) Parce4 14 PROJECTM 4535.11402.11 Page 1 of 3 harmless from any and all liability that may result or arise from the exercise of the rights granted hereby. The Grantor hereby covenants with the CITY OF BOZEMAN that the Grantor has good title to the above- described tract of land, and covenants that the CITY OF BOZEMAN shall have quiet and peaceable possession thereof and use thereof during the period of the Temporary Construction Easement. This Temporary Easement is in effect for a period beginning the 1st day of construction on the property, and ending two(2) years later, at which time this easement shall expire and be of no force and effect. MONTANA GROWTH OPPORTUNITIES, LLC,a Delaware Limited Liability Company qlaNre'lKenneally/ Manager of Montana Growth Opportunities, LLC ACKNOWLEDGMENT OF GRANTOR STATE OF j 2�A, 11) County of S1 Ivr ss On this P day of Ci �° , 20 , before me, the undersigned, a Notary Public in and for the said State, personally appe red the Grantor, Daniel Kenneally, Manager of Montana Growth Opportunities, LLC, known to me to be the identical individual who executed the foregoing instrument, who acknowledged to me that the individual executed the same as the free and voluntary act of said Grantor, with full authority to do so and with full knowledge of its contents, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this day and year above written, BILL IiAMRY NOTARY PUBLIC for the NotarX ublic in and for the St o State of Montana My Commission Expires: gL Residing at Butte,Montana My Commission Expires i�ttcz May 16,2020 CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 14 PROJECT*4535.11402.11 Page 2 of 3 Current Owner: LOT 2B OF THE AMENDED Montana Growth SUBDIVISION PLAT OF Opportunities,LLC GARDNER-SIMMENTAL PLAZA SUBDIVISION SEC.35,T1S,R5E .`.`.AND WATER PIPELINE.\ \\`\,\`ACCESS EASEMENT \`(DOC.2574074),`\ L1 N 89°01'07"W, 141.08 FEET �`�\ EXISTING`�\ `�`�` ` L2 N 00°58'53"E, 16.00 FEET ,P L3 S 89°01'07"E,96.24 FEET L4 N 01°33'29"E 24.00 FEET `.LINE(TYP) L5 S 89°01'07"E,45.00 FEET L6 S 01°33'29"W,40.00 FEET PARCEL 14 TCE NEW TEMPORARY CONSTRUCTION ¢ EASEMENT ¢J . � . � . � . � �LS\ POB BAX ER LANE R/W Legend ® Existing Road Right-of-Way N New Temporary Construction Easement Area Remaining so o so too SCALE IN FEET Lot 1B and 2B of the amended subdivision plat of Gardner-Simmental Plaza Subdivision, Gallatin County,Montana,according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County,Montana.[Plat J-5-C]. Said temporary construction easement is more particularly described as: Beginning at the Southeast corner of Lot 2B and the easement herein described,being a point,on the North right-of-way of Baxter Lane,from which point the section corner common to SectlonsJ35 and 36, T1S, R5E, and Sections 1 and 2, T2S, R5E, P.M.M., bears S 79*59' 10" E, 254.78 feet, said point of beginning; Thence, from said point of beginning, N 89' 01' 07" W, 141.08 feet along the North right-of-way of Baxter Lane;Thence,N 00°58'53"E,16.00 feet;Thence,S 89°01'07"E,96.24 feet;Thence, N 01°33'29"E,24.00 feet;Thence,S 89*01'07"E,45.00 feet to the East line of Lot 213; Thence, S 01°33' 29"W, 40.00 feet along the East line of Lot 2B to the North right-of-way of Baxter Lane and to the point of beginning,and containing 3,339 sgft,more or less. RI ht of Wa Re wired Baxter Lane Impnrovements PfioJECr.. 4535.1140211 9 yy qq Y DATE: 71IM017 N.19th Ave,to N.71h Ave. D O W L City of Bozeman,Montana EXHIBIT A aspal� eo:emsn ucN ssns PARCEL 14 Page 3 of 3 ' d 1 Sao- � PROJECT NAME;BAXTER LANE CITY OF BOZEMAN IMPROVEMENTS(19TH-7TH) Engineering Division PROJECT#: 4535.11402.11 Public Works Department 8 PARCEL.#:16-1,16-2,16-3,AND 16-4 ° MEMORANDUM OF AGREEMENT MEMORANDUM OF AGREEMENT AGREEMENT has been reached this 21 S-f' day of ! v bov 20_0 between MONTANA KEYSTONE VENTURES, LLC, a South Carolina Limited Li bility Company, the owner(s) of Lot 6A of PT Land Phase 2 Subdivision, Gallatin County, Montana, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana, [Plat J-4981 hereinafter "Seller(s)" and the CITY OF BOZEMAN hereinafter "Purchaser" for the purchase of said property interest(s). The amount to be paid and other considerations to be given in full satisfaction of this Agreement are as follows: Public Use Easement(Parcel 16-1): $ 0 Easement area: 13,527" (sqft) Public Use Easement(Parcel 16-2): $ 0 Easement area: 942* (sqft) Public Use Easement(Parcel 16-3): $ 0 Easement area: 3,702* (sqft) Temporary Construction Easement(Parcel 16-4): $ 0 Easement area: 8,149* (sqft) Total (rounded) $ 0.00 *See Figure 1 attached Other Conditions: 1. Taxes and Special Assessments, if any, delinquent from former years, and Taxes and Special Assessments for the current year, if due and/or payable, shall be paid by the seller or sellers. 2. This Memorandum embodies the whole Agreement between the parties hereto as it pertains to the real estate, and there are no promises, terms, conditions or obligations referring to the subject matter hereof, other than as contained herein. 3. The Seller(s) hereby agree(s) that the compensation herein provided to be paid includes full compensation for their interest and the interests of their life tenants, remaindermen, reversioners, liens and lessees, and any and all other legal and equitable interest that are or may be outstanding and said Seller s agree(s)to dischar e the same. 4. This Agreement shall be deemed a contract extending to and binding upon the parties hereto and upon the respective heirs, devisees, executors, administrators, legal representatives, successors and assigns of the parties, only when the same shall have been approved by the City Manager on behalf of the Public Works Department, 5. The property transfer shall be effective upon acceptance by Purchaser, evidenced by the execution of this Agreement by the Purchaser and payment of the purchase price. Of the total amount of compensation hereinabove agreed upon, the sum of $0.00 shall be paid upon execution and delivery of a good and sufficient: ® Public Use Easements, ® Temporary Construction Easement, and the balance of the compensation, amounting to $ 0.00 shall be paid upon compliance by CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 16-1,16-2,16-3 and 16-4 PROJECTM 4535.11402.11 Page 1 of 3 the Seller(s)with the terms hereof. Disbursement of funds will be made in the following manner: Seller(s) Amount of Payment Montana Keystone Ventures, LLC M-00 The Seller(s) certify that there are no known hazardous materials on the property. The terms of this Agreement are understood and assented to by us and payment is to be made in accordance with the above, MONTANA KEYSTONE VENTURES, LLC r ' Date: 2 ae: f C .0�z fl �d Title:/A- / ,XrA CITY OF BOZEMAN Date: ` r By: blennis Taylor Interim City Manager ATTEST: 0z V � k 0 o + Date: 1(�Y l ; By: Robin Cro f� City Clerk CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 16-1,16-2, 16-3 and 16-4 PROJECT#:4535.11402.11 Page 2 of 3 NOTE: ALL EXISTING FENCING AND PARCEL 16-1 PUE VEGETATION IN CONSTRUCTION AREA TO BE REMOVED BY NEW PUBLIC USE CONTRACTOR. EASEMENT ` PARCEL 16-2 PUE NEW PUBLIC USE EASEMENT PARCEL 16-4 NEW TEMPORARY CONSTRUCTION OCR v ,���, EASEMENT ' PARCEL 16-3 PUE NEW PUBLIC USE EASEMENT N PROPERTY _ � � ��` I t V E �TYP�I'��� "��,-. �"1 ``'v �k,5 Current Owner: LOT 6A OF PT LAND Montana Keystone V PHASE 2 SUBDIVISION entures, LLC SEC. 1, T2S, R5E R/W Le end Existing Road Right-of-Way 150 0 750 300 SCALE IN <:FET New Easement Area Area Remaining CITY OF BOZEMAN P./W ACQUISITION e Existing NEW PUBLIC USE EASEMENT 1$,171 SQFT. - g Property Line NEWTE%iP,CONST;EASEAIENT fi?495Q--r, «-- �. New Public Use Easement New Temp. Const. Easement Right of Way Required Baxter Lane Improvements PA°�E T 35.?402J? _. N.19th Ave.to N.7th Ave. p W City of Bozeman,Montana FIGURE 1 2.Mst.d' ,e,ide So-- en,Mmntar=.59715 PARCEL 16-1, 16-2, 16-3 &16-4 Page 3 of 3 1 PLATTED 2595715 Pa9e: i of 10/13/2017 03:51 DOWL Cher :42 PM Fee: $35.00 Return to: IIIIIIlI111111111111111-5 111111111111IN1111111111111111111111111111111111111111111111111111 MSC 2090 Stadium Drive Bozeman, MT 59715 �Boz PROJECT NAME:BAXTER LANE CITY OF BOZEMAN IMPROVEMENTS(19TH-7TH) * Engineering Division PROJECT M 4535.11402.11 Public Works Department q{r-� 88 �`� PARCEL M 16�-1,16-2,AND 16-3 tea' PUBLIC USE EASEMENT PUBLIC USE EASEMENT "! THE GRANTOR, MONTANA KEYSTONE VENTURES, LLC, a South Carolina Limited Liability Company, whose address is 17 Lockwood Drive, Suite 400, Charleston, SC 29401, for and in consideration of Ten and No/100 - Dollars, and other valuable consideration, in hand paid, conveys and warrants to the CITY OF BOZEMAN, a Municipal Corporation of the State of Montana, with offices at 121 North Rouse Avenue, Bozeman Montana 59715, its successors or assignees, a perpetual, full and unrestricted easement and right-of-way in, over, under, along, through, and across the following described real property located in Gallatin County, Montana: Lot 6A of PT Land Phase 2 Subdivision, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana(Plat J-498]. Said public use easements are depicted on Exhibit A and Exhibit B attached hereto and more particularly described as: Parcel 16-1 Beginning at the Northeast corner of the easement herein described, being a point on the South right- of-way of Baxter Lane and the West right-of-way of North 15t"Avenue as shown on Plat J-489, said point of beginning; Thence, from said point of beginning, S 16° 53' 21"W, 26.46 feet along the West right-of-way of North 151" Avenue; Thence, N 53' 59' 34" W, 212.65 feet; Thence, S 36' 00' 26"W, 30.00 feet;Thence, N 53' 59' 34"W, 60,00 feet; Thence, N 360 00' 26" E, 30.00 feet; Thence, N 530 59' 34" W, 88.86 feet; Thence, along a curve to the LEFT, having a radius of 729.96 feet, a delta angle of 08' 10' 29", and whose curve length is 104.15 feet, to the West line of Lot 6; Thence, N 02' 18' 10" E,27,65 feet along the West line of Lot 6 to the South right-of-way of Baxter Lane; Thence, along a curve to the RIGHT, having a radius of 754.96 feet, a delta angle of 09' 04' 57", and whose curve length is 119,68 feet, along the South right-of-way of Baxter Lane; Thence, S 530 59' 34" E, 352.80 feet along the South right-of-way of Baxter Lane to the West right-of-way of North 15t"Avenue and to the point of beginning, and containing 13,527 sqft, more or less, as shown on Exhibit A; Parcel 16-2: Beginning at the Northwest corner of the easement herein described, being a point on the South right-of-way of Baxter Lane and the East right-of-way of North 15t"Avenue as shown on Plat J-489, said point of beginning; Thence, from said point of beginning, S 53' 59' 34" E, 50.36 feet along the South right-of-way of Baxter Lane; Thence, S 34' 53' 08" W, 20.00 feet; Thence, N 530 59' 34"W, CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 16-1,16-2,and 16-3 PROJECT*4535.11402.11 Page 1 of 5 43.82 feet to the East right-of-way of North 151h Avenue; Thence, N 16' 53' 21" E, 21.17 feet along the East right-of-way of North 15th Avenue to the South right-of-way of Baxter Lane and to the point of beginning, and containing 942 sgft, more or less, as shown on Exhibit B; Parcel 16-3: Beginning at the Northeast corner of Lot 6 and the easement herein described, being a point on the South right-of-way of Baxter Lane and the West right-of-way of North 11`h Avenue as shown on Plat J-489, said point of beginning; Thence, from said point of beginning, S 01° 43' 20" W, 27.69 feet along the West right-of-way of North 11th Avenue; Thence, N 630 15' 46" W, 153.90 feet; Thence, N 260 44' 14" E, 26.00 feet to the South right-of-way of Baxter Lane; Thence, S 63' 15' 46" E, 142.23 feet along the South right-of-way of Baxter Lane to the West right-of-way of North 11 th Avenue and to the point of beginning, and containing 3,702 sqft, more or less, as shown on Exhibit B. All improvements are the property of the CITY OF BOZEMAN, removable at its option. The failure of the CITY OF BOZEMAN to exercise any of its rights granted herein shall not be construed as a waiver or abandonment of the right. The above-named Grantor hereby covenants with the CITY OF BOZEMAN that said Grantor has good title to the above-described tract of land and covenant that the CITY OF BOZEMAN shall have quiet and peaceable possession thereof; and shall have a free and unrestricted right to maintain said facilities as long as the right-of-way of which this easement area is a part, remains a public way. MONTAN KEYSTONE VENTURES, LLC,a South Carolina Limited Liability Company Name: j�� Title: ACKNOWLEDGMENT OF GRANTOR STATE OF kjN ) ss County of ) On thisI day off s , 20before me, the u ersigne , a Notary Public in and for the said State, personally appeared the Grantor, 4t �; +10 of MONTANA KEYSTONE VENTURES, LLC, a South Carolina Limited Liability Company, known to me to be the identical individual who executed the foregoing instrument, who acknowledged to me that the individual executed the same as the free and voluntary act of said Grantor, with full authority to do so and with full knowledge of its contents, for the uses and purposes therein mentioned. IN WITNESS WHEREOF;,I tit �X)A' oi;)pfo%'.set my hand and affixed my official seal this day and year above written. '��y( d � ry r the fate of M mm ssion Expires: {` Sj CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 16-1,16-2,and 16-3 PROJECTM 4535.11402.11 Page 2 of 5 CERTIFICATE OF ACCEPTANCE THIS IS TO CERTIFY that the CITY OF BOZEMAN, a Municipal Corporation of the State of Montana, Grantee herein, acting by and through its City Manager and City Clerk for the City of Bozeman, hereby accepts for public purposes, the real property, or interest therein, described in this instrument and consents to the recordation thereof: CITY OF BOZEMAN By: Dennis Taylor Interim City Manager ATTEST: <,r h ® B0 By: Robin Crough City Clerk * :1 ".-••• �`,, .• $ it C4 N. i883a � 4 STATE OF MONTANA ) )ss. County of Gallatin ) The foregoing instrument was acknowledged before me this ([�l` •day of QC—W ' 20L2 by Dennis Taylor and Robin Crough, known to me to be the Interim City Manager and City Clerk for the City of Bozeman and the persons whose names are subscribed to this instrument, and acknowledged to me that they executed the same for and on behalf of the City of Bozeman. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this day and year above written. B�EI�oA Sw�ENEY °oR s,w >• Notary Public in and for the St'kle of Montana Notary Public M Commission Expires: U g �o'TAsrA�• for the State of Montana y p *; = Residing at: Bozeman, Montana My Commission Expires: �OF tom ` December 02,2018 CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 16-1,16-2,and 16-3 PROJECTM 4535.11402,11 Page 3 of 5 Current Owner: Montana Keystone V enfures,LLC .\.` ;.EXISTING .\\\�s� \ :- ` ::;' PROPERTY. . . �.\'::\ `LINE(TYP)\`.`.\\`\\`.`.`.` POB ::.. �PARCEL16-1 PUE ""-- �`�`� \`NEW PUBLIC USE EASEMENT`: \`�\\`.`�`� \`,\\`\` `.`.`:.•LOT 6A OF PT LAND `\`.`\`.`\\,V �\\`\\`\` \PHASE 2 SUBDIVISION��������� \ , \ SEC,1,T2S,RSE\ \ \ , \ so o so 100 L1 S 16"53'21"W,26.46 FEET SCALE IN FEET L2 N 53°59'34"W,212.65 FEET L3 S 36°00'26"W,30.00 FEET L4 N 53°59'34"W,60.00 FEET L5 N 36°00'26"E,30.00 FEET RAN Legend L6 N 53°59'34"W,88.86 FEET R1 R= 729.96 FEET,A=08°10'29", L=104.15 FEET ® Existing Road Right-of-Way L7 N 02°18'10"E,27.65 FEET New Public Use Easement R2 R= 754.96 FEET,A=09'04'57", L=119.68 FEET Area Remaining L8 S 53°59'34"E,352.80 FEET Lot 6A of PT Land Phase 2 Subdivision,according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County,Montana[Plat J-4981. Said public use easement is more particularly described as: Beginning at the Northeast corner of the easement herein described, being a point on the South right-of-way of Baxter Lane and the West right-of-way of North 15"Avenue as shown on Plat J-489, said point of beginning;.Thence,Arom.said point of.beginning, S 16*53'21"W, 26.46 feet along the West right-of-way of North 15"Avenue;Thence, N 53°69'34"W, 212:65 feet;Thence, S 306'00'26" W,30.00 feet; Thence, N 53'59'34"W,60.00 feet;Thence, N 36°00'26" E, 30.00 feet;Thence, N 53.59'34"W,88.86 feet;Thence,along a curve to the LEFT,having a radius of 729.96 feet,a delta angle of 08' 10' 29", and whose curve length is 104.15 feet, to the West line of Lot 6; Thence, N 02.18' 10" E, 27.65 feet--along the West line of Lot 6 to the South right-of-way of Baxter Lane; Thence,along a curve-to the RIGHT,having a radius of 754.96 feet,a delta angle of 09°04'57",and whose curve length is 119.68 feet,along the South right-of-way of Baxter Lane;Thence,S 53'59'34" E, 352.80 feet along the South right-of-way of Baxter Lane to the West right-of-way of North 15 Avenue and to the point of beginning,and containing 13,527 sqft,more or less. Ri ht of Wa Re uired Baxter Lane Imp rovements PROJECT: 4535.1140211 9 yy 9 p N.t 9th Ave,to N.7th Ave. DATE 5/15a017 I D O W L City of Bozeman,Montana EXHIBIT A zo5osrmomo Baumm41.7oMsra 55715 PARCEL 16-1 Page 4 of 5 j PARCEL Current Owner: / 16-2 POB Montana Keystone Ventures,LLC rr< PARCEL 'PARCEL 16-2 PUE \`\\\\\;NEW PUBLIC USE \,EASEMENT,,`'\ `\` `EXISTING•\` \\\V\ PROPERLY 9 �.LINE(TYP)`\`\`\` \\, ` `.`•` `.`.` ` ` `�`�`� \PARCEL 16-3 PUE `\NEW PUBLIC USE,`\, `. \��V\\LOT 6A OF PT LAND ;`\`�`" ` ` ` t \ ,EASEMENT \ w `�` ` `.PHASE 2 SUBDIVISION � E Z SEC.1,728,R5E\ \ .EXISTING. . . . uj .PUBLIC UTILITY,\�`�`�`� �Z Q . . . . . . . . . . . `EASEMENT.'.'. . . 50 0 50 100 f SCALE IN FEET , L1 S 53°59'34"E,50.36 FEET L2 S 34.53'08"W,20,00 FEET R/W Legend L3 N 53°59'34"W,43.82 FEET L4 N 16°53'21"E,21.17 FEET L5 S 01°43'20"W,27.59 FEET ® Existing Road Right-of-Way 1 N L6 N 63°15'46"W,153.90 FEET New Public Use Easement L7 N 26°44'14"E,25.00 FEET L8 S 63°15'46"E,142.23 FEET Area Remaining Lot 6A of PT Land Phase 2 Subdivision,according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County,Montana[Plat J-4981. Said public use easements are more particularly described as: Parcel 16-2 Beginning at the Northwest corner of the easement herein described, being a point on the South right-of-way of Baxter Lane and the East right-of-way of North 15"Avenue as shown on Plat J-489, said point of beginning;Thence,from said point of beginning, S 53°59'34" E, 50.36 feet along the South right-of-way of Baxter Lane; Thence, S 34*53' 08" W, 20.00 feet; Thence, N 53°59' 34"W, 43.82 feet to the East right-of-way of North 15'Avenue;Thence, N 16°53'21"E,21.17 feet along the East right-of-way of North 15"Avenue to the South right-of-way of Baxter Lane and to the point of beginning,and containing 942 sgft,more or less. Parcel 16-3: Beginning at the Northeast corner of Lot 6 and the easement herein described,being a point on the South right-of-way of Baxter Lane and the West right-of-way of North 11"Avenue as shown on Plat J-489,said point of beginning;Thence,from said point of beginning,S 01°43'20"W,27,59 feet along the West right-of-way of North 11"Avenue;Thence, N 63"15'46"W, 153.90 feet;Thence,N 26°44' 14"E,25.00 feet to the South right-of-way of Baxter Lane;Thence,S 63'15'46"E, 142.23 feet along the South right-of-way of Baxter Lane to the West right-of-way of North I V Avenue and to the point of beginning,and containing 3,702 sqft,more or less. Right of Wa Re uired Baxter L Improvements PROJECT: i535.114-1 9 yy Q Lane P DATE: 5115=17 N.19th Ave.to N.7th Ave. p p W L City of Bozeman,Montana EXHIBIT B 2OWStW Na B7:wa,,tiraa.,a5s715 PARCEL 16-2&16-3 Page 5 of 5 pi54<25N wwsbNtom � ^ / ^ � � ` P AT LATTED n=. �� ` 2595716 m�oo Return to: ' Charlotte ~ K���� { DOWL � N1������ 2090 Stadium Drive Bozeman, MT50715 0 PROJECT NAME:BAXTER LANE CITY OF BOZEMAN IMPROVEMENTS(19TH-7TH) Engineering Division PROJECT#: 4535.11402.11 Public Works Department Co. TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT � , � ` K ` / � THE GRANTOR, K8ONTANA KEYSTONE VENTURES, LLC o South Carolina Limited Liability / Compony, whose address in 17 Lockwood Drive, Suite 400, Charlestom, SC 29401, for and in consideration of Ten and No/100 - Do||om, and other valuable oonoidorahon, in hand paid, conveys and � warrants tothe CITY OF BOZEK0/\N. a K8uoio(po| Corporation uf the State of.Montana, with offices at i21 North Rouse Avenue, Bozeman Montana 5Q715 its yuoueoamra and omaiQnoaa an unrestricted� . . . Temporary Construction Eaoement, over, and onnzea the following described real property located in < Gallatin County, Montana: x Lot GAofPT Land Phase 2 Gubdivision, according to the official plat thereof oD file and of record in ( the office of the County Clerk and Recorder of Gallatin County, Montana[Plat J-498]. � Said temporary construction easement is depicted on Exhibit Aattached hereto and more particularly � described as: � Beginning at the Northeast corner of the easement herein doeohbed, being o point on the South right- of-way of Baxter Lane, from whipoint the intersection of the South hght'of+weyof Baxter Lane and � the West right-of-way of North 11�hAvenue, as shown on Plat J'489' bears 8 63° 15' 46" E' 142.23 � feet' said point ofbeginning; Thenue, from said point of beginning, S 26" 44' 14'VV. 10.00 feet along South right-of-vvoyof Baxter Lane; Thence, N 63" 15' 46"VV. 54.56feat; Thenoe, along n curve tnthe � R!8HT, having e radius of4.373.8O feet a delta angle of 07" 40' 08"' and whose curve length in 585. .38 feet; Thence, N 690 20' 45" VV' 2U. .01 feet' Thence, along a curve to the R|GHT, having a � radius of4`372.5O feet, a delta angle of O1° 23� 31", and whose curve length is 106.23 feet; Thence, �. N 53" SU' 34"VV. 48.48 feet to the South right-of-way of Baxter Lane; Thence. N 34" 58' 08" E. 18.00 feet along the South right-of-way of Baxter Lane; Thanoa, G 530 59'34" E. 4&08 feet along the South � right-of-way of Baxter Lane; Thenuo, along u curve to the LEFT, having a radius of4,3S2.5Ofeet, a � delta angle ofO1° 22. 33". and whose curve length is 104.78 feet along the South right-of-way of Baxter Lane; Thenue, S 80" 20' 45" E` 20.90 feat along the South right-of-way of Baxter Lana; � Thanoe, along a curve to the LEFT, having a radius of4.SG3.GUfeet, m delta angle of87,41' 05", and whose curve length io586-26faots|ong the South right-of-way of Baxter Lana; Thenoa, S83" 15'46" � E. 54.58 feet along the South right-of-way of Baxter Lane huthe point of bog|nn|ng, and containing � 8.14Qnqft, more or less and ma shown on Exhibit A; . � � CITY OFaozEwmw PROJECT NAME:8AXTcn LANE IMPROVEMENTS(19TH-7TH) Parcel 16-4 ` PRoxEoT# 4535.11402.11 Page of � _ __........ _ __........... — ' 8 T delineated as to said tract of land on the exhibit attached hereto and made a part hereof as Exhibit A of this instrument and designated as Parcel 16-4. Said parcel, containing 8,149 square feet, more or less, is hereby provided to the CITY OF BOZEMAN, for the purpose of constructing and/or improving a public street, highway, walkway, trail and/or electric, telephone or telecommunications, gas, water, sewer, drainage, or other utility transmission or distribution facilities as necessary for the Baxter Lane Improvements (19th-7th) Project. Upon completion of said project for which access is hereby provided, the CITY OF BOZEMAN shall restore the property as nearly as possible to its original condition, The CITY OF BOZEMAN agrees to hold Grantor harmless from any and all liability that may result or arise from the exercise of the rights granted hereby, The Grantor hereby covenants with the CITY OF BOZEMAN that the Grantor has good title to the above- described tract of land, and covenants that the CITY OF BOZEMAN shall have quiet and peaceable possession thereof and use thereof during the period of the Temporary Construction Easement. This Temporary Easement is in effect for a period beginning the 1st day of construction on the property, and ending two(2)years later, at which time this easement shall expire and be of no force and effect. MONTANA KEYSTONE VENTURES, LLC, a South Carolina Limited Liability Company P ame: Title: >G -wle ACKNOWLEDGMENT OF GRANTOR STATE OFF t$j )ss County of ) On this day of P`� 6 20 before me, the undersigned, a Notary Public in and for the said State personally appeared the Grantor, ?1^ of MONTANA KEYSTONE VENTURES, LLC, a South Carolina Limited Liability Company, known to me to be the identical individual who executed the foregoing instrument, who acknowledged to me that the individual executed the same as the free and voluntary act of said Grantor, with full authority to do so and with full knowledge of its contents, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I:a�;y, IhX, riao set my hand and affixed my official seal this day and year above written. 2t . ' t a for e ate of �3 Commission Expires: CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 16-4 PROJECTM 4535.11402.11 Page 2 of 3 Current Owner: Montana Keystone V entures,LLC j 6 j \ " j FR N \ \ \ \•PARCEL 16-4\,\,\, \ \ \ \ \ \ NEW TEMPORARY.` \`\\`\`♦`�\` `:\`\\`\ 8 CONSTRUCTION \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V \ • \ 'EASEMENT \\ \ . \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\PROPERTY LOT 6A OF PT LAND V\\.LINE \ \ \ \ \ \ \ .LINE(TYP),\\`\`.`\`\`\ .`\` \ \ \ \ \PHASE 2 SUBDIVISION \ ` ` \ ` \ \ \ \ \ \ SEC. 1,T2S,R5E\ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EXISTING \ \ \ \ \ \ \ \ W ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ ♦ \ ♦ \ _Z \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PUBLIC UTILITY\ \ \ \ \ t--Z lu EASEMENT.`.\\`,\`,`.`, ' Z Q L1 S 26°44'14"W,10.00 FEET L2 N 63°15'46"W,54.56 FEET R2 R= 4,373.60 FEET,A=07°40'08", 5o o So 10D L=585.39 FEET SCALE IN FEET L3 N 69°20'45"W,20.91 FEET N R2 R= 4,372.50 FEET,A=01°23'31", L=106.23 FEET R/W Legend L4 N 53°59'34"W,48.48 FEET L5 N 34°53'08"E, 10.00 FEET L6 S 53°59'34"E,48.68 FEET ® Existing Road Right-of-Way R2 R= 4,362.50 FEET,A=01°22'33", L=104.76 FEET New Temporary Construction L7 S 69°20'45"E,20.90 FEET Easement R2 R= 4,363.60 FEET,A=07°41'05", Area Remaining L=585.26 FEET L8 S 63°15'46"E,54.56 FEET Lot 6A of PT Land Phase 2 Subdivision,according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County,Montana[Plat J-498]. Said temporary construction easement is more particularly described as: Beginning at the Northeast comer of the easement herein described, being a point on the South right-of-way of Baxter Lane,from which point the intersection of the South right-of-way of Baxter Lane and the West right-of-way of North 1 V Avenue,as shown on Plat J-489, bears S 630 15' 46" E, 142.23 feet,said point of beginning;Thence,from said point of beginning,S 26°44'14"W, 10.00 feet along South right-of-way of Baxter Lane;Thence,N 630 15'46"W,54.56 feet;Thence,along a curve to the RIGHT,having a radius of 4,373.60 feet,a delta angle of 07°40'08",and whose curve length is 585.39 feet; Thence, N 69°20' 45" W, 20.91 feet; Thence, along a curve to the RIGHT, having a radius of 4,372.50 feet,a delta angle of 01°23'31",and whose curve length is 106.23 feet;Thence,N 53°59'34"W,48.48 feet to the South right-of-way of Baxter Lane;Thence,N 34°53'08"E, 10.00 feet along the South right-of-way of Baxter Lane; Thence, S 53059'34" E, 48,68 feet along the South right-of-way of Baxter Lane;Thence, along a curve to the LEFT, having a radius of 4,362.50 feet, a delta angle of 01° 22' 33", and whose curve length is 104.76 feet along the South right-of-way of Baxter Lane; Thence, S 69' 20' 45" E, 20.90 feet along the South right-of-way of Baxter Lane; Thence,along a curve to the LEFT,having a radius of 4,363.60 feet,a delta angle of 07°41'05",and whose curve length is 585.26 feet along the South right-of-way of Baxter Lane;Thence,S 63'15'46" E, 54.56 feet along the South right-of-way of Baxter Lane to the point of beginning, and containing 8,149 sgft.,more or less. Right of Way Required Baxter Lane Im rovements PROJECT: 4535.11402.11 g yy q P DATE: 5115J20V N.19th Ave_to N.7th Ave. b OWL City of Bozeman,Montana EXHIBIT A 202p 51?51u,°*° Eo ,�."'°M 56715 PARCEL 16-4 Page 3 of 3 � � < ` / ( / � [ � ( MittAXTER LANE CITY OF BOZEMAN WkbVtM�N'Y�,(10TH' w-7TH) Engineering Division PR0itCT#- 4535.11402.11 - Public Works Department MEMORANDUM OF AGREEMENT / MEMORANDUM OF AGREEMENT AGn=EM^,.. has been reached this ^ ' ~~y of --- PARTNERSHIP, a Minnesota General Partnership, the owner(s)of Lot I of Block I of Tange's Addition to / Bozeman, Gallatin County, according io the official plat thereof on file and nf record |n the office of the County Clerk and Recorder ofGallatin( County, Montana, hena�after"GeUer(�" and the CITY OF^ BO�EW1AN hereinafter for purchase of said property interast(a). The amount to be paid ( and other considerations to be given in full satisfaction of this Agreement are as follows: � Temporary Construction Easement(Parcel 17-1): * 865 � ` Easement area: 304° (sqft) � TomponaryConoLnuohonEasement(Paroa 17'2� $ 655 Easement area: 304° (ulft) " � Total (rounded) $ _1�350.08 � *See Other Conditions: 1. Taxes and Special Assessments, if any, delinquent from former years, and Taxes and Special Assessments for the current year, if due and/or payable, shall be paid by the seller or sellers, 2. This Memorandum embodies the whole Agreement between the parties hereto as it pertains to the real estate, and there are no promises, terms, conditions or obligations referring to the subject matter hereof, other than as contained herein. 3, The Seller(s) hereby agree(s) that the compensation herein provided to be paid includes full compensation-for their interest and the interests of their life tenants, remaindermen, reversioners, liens and lessees, and any and all other legal and equitable interest that are or may be outstanding and said Seller(s)..agree(s)to discharge the same. 4. This Agreement shall be deemed a contract extending to and binding upon the parties hereto and upon the respective heirs, devisees, executors, administrators, legal representatives, successors and assigns of the parties, only when the same shall have been approved by the City Manager on behalf of the Public Works Department. 6. The property transfer shall be effective upon acceptance by PLIrchaser, evidenced by the execution of.this Agreement by the Purchaser and payment of the purchase price. 6. The Seller(s) hereby agree(s) that the Purchaser will remove existing trees, landscaping, and Irrigation in the existing road right-of-way and the items will not be replaced. The Purchaser agrees to adjust the affected remaining existing irrigation system on the Seller's property to put it back in working order. ^ x � � ` � � � � � � � � paid upon execution and delivery of a good and sufficient: [I Public Use Easement, M Temporary Construction ~ Easement, and the balance of the oompensanon, amounting to $ L. one' be paid upon xu///pxm/m, by � theSed|erky with the terms hereof. CITY 0re0ZEMAN PROJECT NAME:B/onEn LANE IMPROVEMENTS(1gTH-7TH) Parcel 17'1 and 17-u � PROJECT#:4aos.114om.11 Page of � � U d Disbursement of funds will be made in the following manner: Seller(s) Amount of Payment TCIP Partnership $1,350.00 The Seller(s) certify that there are no known hazardous materials on the property. The terms of this Agreement are understood and assented to by us and payment is to be made in accordance with the above. TCIP PARTNERSHIP (OWNER) 7 Date: Name: Title: lrr` J BOZEMAN INVESTORS OF DULUTH LIMITED PARTNERSHIP (LESSEE) Date: .� Name: Title: CITY OF BOZEMAN Date: 1 , By: ennis Taylor Interim City Manager ATTEST: yn Q O rj Date: t !' - 4 By: Robin Crough City Clerk CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 17-1 and 17-2 PROJECTM 4535,11402.11 Page 2 of 3 ............................_................................................................................................................... f m rX i ALINE (I YP}, ; x PARCEL 17-1 TCE r _ NEW TEMPORARY CONSTRUCTION EASEMENT r , In Ed "" PARCEL 17-2 TCE '` � P NEW TEMPORARY CONSTRUCTION : 'sue 1, BLOCK 1,TANGE'S �� ' H' k ADDITION TO BOZEMAN 1, T2S, R5E \ �• ~ � 4f 4 ' No rEs: 1. EXISTING TREES AND LANDSCAPING TO BE REMOVED BY CONTRACTOR `« 2. ALL EXISTING IRRIGATION TO BE ADJUSTED BY CONTRACTOR. 3. BUSINESS SIGN NOT TO BE DISTURBED. Current Owner: RIW Legend TCIP Partnership Existing Road Right-of-Way 50 0 50 _._ 100 > SCALE IN FEET -- - ��-," `,'. New Easement Area CITY OF BOZEMAN R/W ACQUISITION Area Remaining Nev,,,,PJELIC USE EAsrzt ENT OSOFT, � t Existing Property Line NENEW7E'id t- P�CONST:EASEMENT. SOS SCIFT - New Public Use Casement New Temp, Const. Easement Right of Wa Re tired Baxter Lane Improvements 9 y 4 p DATV- Tire�1201 N.19th Ave.to N.7th Ave. ! OWL City of Bozeman,Montana FIGURE 1 201K Stadim.IM- Bo,.m—; FA715 PARCEL 17-1 & 17-2 Page 3 of 3 k]PF,85-8R?.i dowt mn 109 ..... ._... _....... __.. 2594940 /2017 02:34:30 PM Fee $28.00 Charlotte 11Mills lllllllllllliiiiii�aCounty,i�i�i�iii��i���iii�i�i�i�� MI5C Return to: DOWL 2090 Stadium Drive Bozeman, MT 59715 PROJECT NAME:BAXTER LANE 1302� 9 CITY OF BOZEMAN IMPROVEMENTS(19TH-7TH) 2., Engineering Division PROJECT t#: 4535.11402.11 Public Works Department ---= a PARCEL#:17-1 AND 17-2 CO.S7����C' TEMPORARY CONSTRUCTION _ EASEMENT TEMPORARY CONSTRUCTION EASEMENT THE GRANTOR, TCIP PARTNERSHIP, a Minnesota General Partnership, whose address is 227 West 1st Street, Suite 950, Duluth, MN 55802, for and in consideration of Ten and No/100 - Dollars, and other valuable consideration, in hand paid, conveys and warrants to the CITY OF BOZEMAN, a Municipal Corporation of the State of Montana, with offices at 121 North Rouse Avenue, Bozeman Montana 59715, its successors and assignees, an unrestricted Temporary Construction.Easement, over, and across the following described real property located in Gallatin County,'Montaha: A tract of land in the W'/ NE%4 of Section 1, Township 2.South, Range 5 East, KRM., Gallatin County, Montana, described as follows: beginning at a point which is 982.9 feet North 33 degrees 15'43" East of the Southwest corner of the NE%of said Section 1; Thence North 38 degrees 50'34" East, a distance of 525.0 feet to a point on the Southerly right of way of the new Baxter Lane, formerly Mandeville Road; Thence South 51 degrees 09'26" East along said right of way, a distance of 202.6 feet to the point of curvature of a 12 degrees 12'curve to the right, having a radius of 409.7 feet; Thence along said curve and through a central angle of 52 degrees 26'30", a distance of 375.0 feet to the point of tangent; Thence South 01 degrees 17'04" West, a distance of 190.6 feet; Thence North 88 degrees 00'West, a distance of 357.4 feet; Thence North 51 degrees 06"West, a distance of 356.98 feet to the point of beginning, according to survey recorded in Film 1, Page 1771, also known as Lot 1, Block 1, Tange's Addition to Bozeman, Gallatin County, Montana, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder, Gallatin County, Montana. Said temporary construction easements are depicted on Exhibit A attached hereto and more particularly described as: Parcel 17-1: Beginning at the Northeast corner of the easement herein described, being a point on the South right- of-way of Baxter Lane, from which point the Southeast corner of Lot 1 bears S 130 47' 41" E, 507.64 feet, said point of beginning; Thence, from said point of beginning, S 44' 51' 16" W, 10.00 feet; Thence, along a curve to the LEFT, having a radius of 407.50 feet, a delta angle of 040 13' 05", and whose curve length is 30.00 feet; Thence, N 400 04' 48" E, 10.00 feet to the South right-of-way of Baxter Lane; Thence, along a curve to the RIGHT, having a radius of 417.60 feet, a delta angle of 04' CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 17-1 and 17-2 PROJECT#:4535.11402.11 Page 1 of 4 13' 53", and whose curve length is 30.83 feet along the South right-of-way of Baxter Lane to the point of beginning, and containing 304 sgft., more or less and as shown on Exhibit A; Parcel 17-2: Beginning at the Southeast corner of the easement herein described, being a point on the West right- of-way of Baxter Lane, from which point the Southeast corner of Lot 1 bears S 000 14' 12"W, 247.65 feet, said point of beginning; Thence, from said point of beginning, S 830 03' 06" W, 10.00 feet; Thence, along a curve to the LEFT, having a radius of 407.50 feet, a delta angle of 04' 13' 05", and whose curve length is 30.00 feet; Thence, N 780 16' 38" E, 10.00 feet to the West right-of-way of Baxter Lane; Thence, along a curve to the RIGHT, having a radius of 417.50 feet, a delta angle of 04' 13'53", and whose curve length is 30.83 feet along the South right-of-way of Baxter Lane to the point of beginning, and containing 304 sgft., more or less and as shown on Exhibit A; delineated as to said tract of land on the exhibit attached hereto and made a part hereof as Exhibit A of this instrument and designated as Parcel 17-1 and 17-2. Said parcels, each containing 304 square feet, more or less, is hereby provided to the CITY OF BOZEMAN, for the purpose of constructing and/or improving a public street, highway, walkway, trail and/or electric, telephone or telecommunications, gas, water, sewer, drainage, or other utility transmission or distribution facilities as necessary for the Baxter Lane Improvements(19th-7th) Project. Upon completion of said project for which access is hereby provided, the CITY OF BOZEMAN shall restore the property as nearly as possible to its original condition. The CiTY OF BOZEMAN agrees to hold Grantor harmless from any and all liability that may result or arise from the exercise of the rights granted hereby. The Grantor hereby covenants with the CiTY OF BOZEMAN that the Grantor has goad title to the above- described tract of land, and covenants that the CITY OF BOZEMAN shall have quiet and peaceable possession thereof and use thereof during the period of the Temporary Construction Easement. This Temporary Easement is in effect for a period beginning the 1st day of construction on the property, and ending two(2)years later, at which time this easement shall expire and be of no force and effect. TCIP PARTNERSHIP,a Minnesota General Partnership Name• CITY OF BOZEMAN PROJECT NAME:BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 17-1 and 17-2 PROJECT#:4535.11402.11 Page 2 of 4 ACKNOWLEDGMENT OF GRANTOR STATE OF } ss County of-4-A, On this 4�4\ day of 1 20jj, before me, th undersig ed, a Notary Public in and for the said Sate, personally peared the Grantor, '- Hama -�T✓�A atl e2_- of TCIP PARTNERSHIP, a Mthnesota General Partnership, known to me to be the identical individual who executed the foregoing instrument, who acknowledged to me that the individual executed the same as the free and voluntary act of said Grantor, with full authority to do so and with full knowledge of its contents, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal this day and year above written. I.ISA A. NELSON NOTARY PUBLIC MINNESOTA •�. My Cotnn*6o+�EWM J1k 31,202� Notary Public in and for the State of Vl;Y,n2 My Commission Expires: rat it I� t CITY OF BOZEMAN PROJECT NAME: BAXTER LANE IMPROVEMENTS(19TH-7TH) Parcel 17-1 and 17-2 PROJECT#:4535.11402.11 Page 3 of 4 jPARCEL 17-1 TCE Current Owner: ` \ NEW TEMPORARY TCIP Partnership \ \ CONSTRUCTION EASEMENT L1 S 44'51`16"W,10.00 feet R1 R= 407.50 FEET,A=04°13'05", PARCEL L=30.00 FEET 17-1POB L2 N 40°04'48"E,10.00 feet R2 R= 417.50 FEET,A=04°1T 53", \`\\\` \\`\\\`\`�♦�. j L=30.83 FEET L3 S 83°03'06"W,10.00 feet R3 R= 407.50 FEET,A=04°13'05", " L=30.00 FEET L4 N 78° 16'38"E,10.00 feet \`.`\`\`\`\`\`\`\`\`\`\`\`\`♦ y j R4 R= 417.50 FEET,A=04°13'53", L=30.83 FEET \\\EXISTING\` ` `\`\`\`\`♦ \\\,PROPERTY `♦`�,LINE(TYP),`\\\; \\\\`� \` so o so too ` ` ` ` ` ` ` ` ` ` ` ` SCALE IN FEET \\\\-PARCEI_17-2 TICE`\ \`♦`♦`\` '\\'\'NEW TEMPORARY\\\\\ \ \ \CONSTRUCTION PARCEL CO \`\`\`\EASEMENT\`\'\'\'\\\\\\\ 17-2 POB R/W Legend Existing Road Right-of-Way LOT 1 BLOCK 1,TANGE'S New Temporary Construction \`•ADDITION TO BOZEMAN\`\\,`\ Easement \R5E T2S 1\`\`\\`\`SEC. , , \'♦'\ \\�\ \` \ \ \ \ \ \ \ \ \ \ \ / •`` •`` Area Remaining A tract of land in the W%NEt/4 of Section 1, Township 2 South, Range 5 East, M.P.M., Gallatin County, Montana,described as follows:beginning at a point which is 982.9 feet North 33 degrees 15'43"East of the Southwest corner of the NE'%of said Section 1;Thence North 38 degrees 50'34" East, a distance of 525.0 feet to a point on the Southerly right of way of the new Baxter Lane, formerly Mandeville Road; Thence South 51 degrees 0926" East along said right of way, a distance of 202.6 feet to the point of curvature of a 12 degrees 12' curve to the right, having a radius of 409.7 feet;Thence along said curve and through a central angle of 52 degrees 26'30",a distance of 375.0 feet to the point of tangent;Thence South 01 degrees 17'04"West,a distance of 190.6 feet;Thence North 88 degrees 00'West,a distance of 357.4 feet;Thence North 51 degrees 06"West,a distance of 356.98 feet to the point of beginning,according to survey recorded in Film 1, Page 1771, also known as Lot 1, Block 1, Tange's Addition to Bozeman, Gallatin County, Montana,according to the official plat thereof on file and of record in the office of the County Clerk and Recorder,Gallatin County,Montana. Said temporary construction easements are more particularly described as: Parcel 17-1: Beginning at the Northeast corner of the easement herein described, being a point on the South right-of-way of Baxter Lane,from which point the Southeast corner of Lot 1 bears S 13°47'41" E, 507.64 feet,said point of beginning;Thence,from said point of beginning,S 44°51' 16"W, 10.00 feet;Thence, along a curve to the LEFT, having a radius of 407.50 feet,a delta angle of 04' 13' 05", and whose curve length is 30.00 feet; Thence, N 40°04' 48" E, 10.00 feet to the South right-of-way of Baxter Lane;Thence,along a curve to the RIGHT,having a radius of 417.50 feet,a delta angle of 04°13' 53", and whose curve length is 30.83 feet along the South right-of-way of Baxter Lane to the point of beginning,and containing 304 sgft.,more or less. Parcel 17-2: Beginning at the Southeast corner of the easement herein described, being a point on the West right-of-way of Baxter Lane,from which point the Southeast comer of Lot 1 bears S 00' 14' 12"W, 247.65 feet, said point of beginning;Thence, from said point of beginning, S 83°03'06"W, 10.00 feet; Thence, along a curve to the LEFT, having a radius of 407.50 feet,a delta angle of 04' 13' 05", and whose curve length is 30.00 feet; Thence, N 78°16' 38" E, 10.00 feet to the West right-of-way of Baxter Lane;Thence,along a curve to the RIGHT,having a radius of 417.50 feet,a delta angle of 04° 13'53", and whose curve length is 30.83 feet along the South right-of-way of Baxter Lane to the point of beginning,and containing 304 sgft.,more or less. Right of Way 9 P DATE: 5r15@oi7 Required Baxter Lane Improvements PROJECT: 4535.1146L11 N.191h Ave,to N.7th Ave. . I,OWL City of Bozeman,Montana EXHIBIT A 2M SI.Tr Dfe Bozeman,Nun4ana 597/5 PARCEL 17-1 &17-2 ��a, Page 4 of 4 r V I ( 1 ( ( ( RPA { HELENA, MT —CORPORATE OFFICE j - 3147 Saddle Drive Helena,MT 59601 (P)406.447.5000 BOZEMAN, MT `. 3810 Valley Commons Drive, Suite 4 Bozeman,MT 59718 406.284.2665 ( KALISPELL, MT 102 Cooperative Way,Suite 300 Kalispell,MT 59903 406.752.5025 f' FORT COLLINS, CO 400 Remington Street,Suite B Fort Collins,CO 80524 l 970.484.3206 copyright©2014 Robert Peccia&Associates